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2022-07-05 Agenda and Supporting Documentation Town Council Evening Meeting Agenda
VAIL TO W N C O U N C IL R E G U L AR ME E TIN G Evening Agenda Town Council C hambers and Virtual on Zoom 6:00 PM, July 5, 2022 Notes: Times of items are approximate, subject to c hange, and cannot be relied upon to determine what time C ounc il will consider an item. Public comment will be taken on each agenda item. Citizen participation offers an opportunity for citizens to express opinions or ask questions regarding town services, policies or other matters of community conc ern, and any items that are not on the agenda. Please attempt to keep c omments to three minutes; time limits established are to provide efficienc y in the c onduct of the meeting and to allow equal opportunity for everyone wishing to speak. 1.Citizen Participation (10 min.) 1.1.Citizen Participation 2.Any action as a result of executive session 3.Consent Agenda (5 min.) 3.1.Resolution No. 34, Series of 2022, A Resolution of the Vail Town Council Adopting Rules of Procedure for the J uly5, 2022 Appeal Hearing Regarding the Booth Heights Development Background: There are 4 separate appeals of a decision of the Design Review Board (the "D RB"), all of which are scheduled to be heard by the Town Council at a single hearing on J uly 5, 2022. Pursuant to Vail Town Code § 12-3-3(F), the Town Council is authorized to adopt rules of procedure for appeal hearings. Staff Recommendation: Approve, approve with amendments, or deny Resolution No. 34, Series of 2022. 4.Town Manager Report (10 min.) 5.Presentations / Discussion 5.1.Draft ballot language discussion regarding the 0.5% sales tax collected for housing initiatives, housing developments and housing programs 15 min. Presenter(s): Kathleen Halloran, Deputy Town Manager Action Requested of Council: Provide feedback to staff in preparation for a resolution setting the ballot language on J uly 19th. Background: Please see attached memo. Staff Recommendation: Provide feedback to staff in preparation for a resolution setting the ballot language on J uly 19th. July 5, 2022 - Page 1 of 885 6.Action Items 6.1.Ordinance No. 14, Series of 2022, First Reading, Budget Supplemental No. 2, an ordinance making budget adjustments to the Town of Vail General Fund, Capital Projects Fund, Real Estate Transfer Tax Fund, Housing Fund, Marketing Fund, Dispatch Services Fund, Heavy Equipment Fund, Timber Ridge Fund, and Residences at Main Vail Fund of the 2022 Budget for the Town of Vail. 20 min. Presenter(s): Carlie Smith, Deputy Director of Finance Action Requested of Council: Approve, or approve with amendments Ordinance No. 14, Series 2022. Background: Please see attached memorandum. Staff Recommendation: Approve, or approve with amendments Ordinance No. 14, Series 2022 7.Public Hearings 7.1.An appeal hearing, pursuant to Section 12-3-3, Appeals, Vail Town Code, to address four (4) separate appeals of the final decision and conditions of approval of the Town of Vail Design Review Board on May 18, 2022, approving a Change to Approved Plans application to amend the design of a proposed residential development on the real property located at 3700 North Frontage Road East/Lot 1, Vail, Colorado, known as the East Vail W orkforce Housing Subdivision 60 min. Presenter(s): J onathan Spence, Planning Manager Action Requested of Council: Pursuant to Section 12-3-3, Vail Town Code, the Vail Town Council must uphold, uphold with modifications, or overturn the Design review Board’s May 18, 2022, decision. The Town Council must act by motion, with such motion to be approved by a majority of those present. Background: Vail Corp the Fixed Assets Department, represented by OZ Architecture, requested the final review of a design review board “Change to Approved” application, pursuant to Section 12-11 Design Review, Vail Town Code, for a new housing development located at 3700 North Frontage Road East/Lot 1, East Vail W orkforce Housing Subdivision (the “Booth Heights Neighborhood”). On May 18, 2022, the Design Review Board held a public hearing on the Change to Approved Plans application and voted 4- 1 (Middleton opposed) to approve the application. 7.2.Ordinance No. 12, Series of 2022, Second Reading, An Ordinance Amending Title 5, Chapter 1 and Title 7 Chapter 10 of the Vail Town Code Regarding I dling 5 min. Presenter(s): Commander Ryan Kenney, Vail Police Department and Kristen Bertuglia, Director of Environmental Sustainability Action Requested of Council: Approve, approve with amendments or deny second reading of Ordinance No. 12, Series of 2022. Background: Vail Town Council has asked staff to change the idling ordinance to reflect 3 minutes maximum for idling time. Staff Recommendation: Approve, approve with amendments or deny second reading of Ordinance 12, Series of 2022. 8.Adjournment 8.1.Adjournment 8:05 pm (estimate) July 5, 2022 - Page 2 of 885 Meeting agendas and materials can be acc es s ed prior to meeting day on the Town of Vail webs ite www.vailgov.com. All town c ouncil meetings will be streamed live by High F ive Ac cess Media and available for public viewing as the meeting is happening. T he meeting videos are als o posted to High F ive Ac cess Media website the week following meeting day, www.highfivemedia.org. P leas e c all 970-479-2136 for additional information. S ign language interpretation is available upon reques t with 48 hour notification dial 711. July 5, 2022 - Page 3 of 885 VA I L TO W N C O UNC I L A G E ND A ME MO I T E M /T O P I C: Citizen P articipation AT TAC H ME N TS: Description public input July 5, 2022 - Page 4 of 885 From:Tammy Nagel To:Stephanie Bibbens Subject:Fwd: Shift Bikes Date:Sunday, July 3, 2022 12:49:46 PM Public comment please Get Outlook for iOS From: Kim Newbury Rediker <kimnewbury@gmail.com> Sent: Sunday, July 3, 2022 11:06:52 AM To: PublicInputTownCouncil <publicinput.vailtowncouncil@vailgov.com>; Kristen Bertuglia <KBertuglia@vailgov.com>; Beth Markham <BMarkham@vailgov.com> Subject: Shift Bikes Hi everyone, I just wanted to send a quick note of thanks and HUGE shoutout to Beth Markham and the whole Sustainability Team for the Shift Bike ebike program. The bikes are easy to use, readily available, and fun to ride. The hubs are well positioned throughout the community...the one time I had a very minor issue I was able to quickly find a hub and switch the bike out. These bikes have made my commute very enjoyable. I know that the Town made a significant investment not only of money but of time to get this program off the ground, and I just want you to know how much I (and many of my neighbors) appreciate it! I hope you all have a wonderful July 4th. Best regards, Kim Rediker July 5, 2022 - Page 5 of 885 VA I L TO W N C O UNC I L A G E ND A ME MO I T E M /T O P I C: Resolution No. 34, S eries of 2022, A Resolution of the Vail Town Council A dopting Rules of Procedure for the J uly5, 2022 A ppeal Hearing Regarding the B ooth Heights Development B AC K G RO UND: There are 4 separate appeals of a decision of the Design Review Board (the "D R B"), all of which are scheduled to be heard by the Town Council at a single hearing on J uly 5, 2022. P ursuant to Vail Town Code § 12-3-3(F ), the Town Council is authorized to adopt rules of procedure for appeal hearings. S TAF F RE C O M M E ND AT IO N: A pprove, approve with amendments, or deny Resolution No. 34, S eries of 2022. AT TAC H ME N TS: Description resolution 34, series 2022 Attachment A July 5, 2022 - Page 6 of 885 6/30/2022 \\FILESERVER2019\REDIRECTED$\SBIBBENS\DESKTOP\DRB APPEAL RULES-R063022.DOCX RESOLUTION NO. 34 SERIES 2022 A RESOLUTION OF THE VAIL TOWN COUNCIL ADOPTING RULES OF PROCEDURE FOR THE JULY 5, 2022 APPEAL HEARING REGARDING THE BOOTH HEIGHTS DEVELOPMENT WHEREAS, there are 4 separate appeals of a decision of the Design Review Board (the "DRB"), all of which are scheduled to be heard by the Town Council at a single hearing on July 5, 2022; WHEREAS, pursuant to Vail Town Code § 12-3-3(F), the Town Council is authorized to adopt rules of procedure for appeal hearings; and WHEREAS, the Town Council finds it in the best interest of the public health, safety and welfare, and in the furtherance of the due process rights of all parties involved, to adopt the attached rules. NOW THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF VAIL: Section 1. The Town Council hereby adopts the Rules of Procedure for the July 5, 2022 Appeal Hearing Regarding the Booth Heights Development, as attached hereto. INTRODUCED, READ, APPROVED AND ADOPTED THIS 5TH DAY OF JULY, 2022. _______________________________ Kim Langmaid, Mayor ATTEST: ____________________________ Tammy Nagel, Town Clerk July 5, 2022 - Page 7 of 885 6/30/2022 \\FILESERVER2019\REDIRECTED$\SBIBBENS\DESKTOP\RULES OF PROCEDURE-062622 (002).DOCX RULES OF PROCEDURE FOR THE JULY 5, 2022 APPEAL HEARING BEFORE THE VAIL TOWN COUNCIL REGARDING THE BOOTH HEIGHTS DEVELOPMENT 1. Purpose. These Rules of Procedure ("Rules") are adopted pursuant to Vail Town Code § 12-3-3(F) to establish the procedures for a hearing to consider appeals of the decision by the Design Review Board (the "DRB") approving the Booth Heights Development Plan (the "Decision"). These Rules are limited to this hearing and any continuances thereof, and shall not apply to any other hearings before the Town Council. These Rules are intended to establish reasonable procedures to protect applicable due process rights and to ensure that the hearing proceeds in a fair and expeditious manner. 2. Background. The Town received 15 potential appeals of the Decision. Appeals of DRB decisions are governed by Vail Town Code § 12-3-3(C). The Community Development Director reviewed all potential appeals to determine whether each purported appellant had standing. Pursuant to Vail Town Code § 12-3-3(C)(2), the Community Development Director determined that 4 of the appellants had standing to file appeals (each an "Appellant" and collectively the "Appellants"), and set a hearing before the Town Council on July 5, 2022. The Town then notified all Appellants of the date of the hearing, as well as the applicant, Vail Resorts ("Applicant"). The Town also published notice of the hearing as required by Vail Town Code § 12-3-6. 3. Burden of Proof. All 4 appeals challenge the Decision as a whole, alleging that the Decision should be overturned for various reasons. As such, the Town Council will hear all 4 appeals at the same time. It is Appellants' burden of proof, as a whole, to establish that the Decision was made in error. 4. Pre-Hearing Submittals. In compliance with Vail Town Code § 12-3-3(C)(3), the DRB, through the office of the Community Development Director, has forwarded to the Town Council prior to the date of the hearing a summary of all records concerning the Decision. Additionally, Appellants and Applicant were allowed to submit to the office of the Community Development Director written materials prior to the hearing for the Town Council's review. 5. Appearance and Representation. All Appellants must appear in person at the hearing to present evidence unless represented by a duly authorized representative. If any Appellant fails to appear in person at the hearing and is not so represented, that Appellant's appeal shall be deemed dismissed. No telephonic or virtual participation shall be allowed. 6. Testimony. All Appellants giving testimony to the Town Council shall be deemed to have given such testimony under oath. Each Appellant shall state their name and address for the record prior to presenting any testimony. Inflammatory, irrelevant, repetitive and incompetent testimony and hearsay will not be permitted. 7. Orderly Conduct. All persons appearing at the hearing shall act in an orderly and courteous manner. July 5, 2022 - Page 8 of 885 2 6/30/2022 \\FILESERVER2019\REDIRECTED$\SBIBBENS\DESKTOP\RULES OF PROCEDURE-062622 (002).DOCX 8. Order of Proceedings. a. The Mayor shall open the hearing, and Town staff shall present the procedural history, including dates of the DRB hearing and the Decision. The Town Council may ask questions of Town staff during this presentation. b. Each Appellant shall be allotted a total of 10 minutes to present evidence, witness testimony, statements and arguments in support of the appeals, provided that pooling of time shall be permitted between Appellants who are present or represented at the hearing. No cross examination of witnesses shall be allowed. c. Applicant shall then present any evidence, witness testimony, statements and arguments in support of the Decision. Applicant's presentation shall be limited to 40 minutes. d. Following Applicant's presentation, if any, each Appellant shall have up to 3 minutes to respond only to issues raised by Applicant, provided that pooling of time shall be permitted between Appellants who are present or represented at the hearing. e. Town staff may then respond to or supplement the evidence and testimony presented by Appellants and Applicant. f. Following the Town staff presentation, the Town Council shall allow limited public comment. Each public comment shall be limited to 3 minutes, provided that pooling of time shall be permitted and repetitive and irrelevant comments may be disallowed. Public comment shall be on a first-come, first-served basis, based on a sign-in sheet at the hearing. g. The Town Council shall have the right at any time to temporarily recess to review any written evidence provided by any person if such review cannot occur while the hearing proceeds. 9. Continuance. Once the hearing has commenced, the Town Council may continue the hearing to a date certain upon its own motion, for good cause including without limitation the need for additional time for presentation or consideration of evidence or the need for additional information. Re-notification to adjacent property owners and interested parties shall not be required for any continued hearing. At the continued hearing, no additional time shall be allotted for public comment. 10. Decision. At the conclusion of all of the testimony, the Town Council may deliberate. Following deliberation, the Town Council shall make a decision on all of the appeals at once by a voice vote, and a simple majority shall be required to uphold or reverse the DRB decision. July 5, 2022 - Page 9 of 885 VA I L TO W N C O UNC I L A G E ND A ME MO I T E M /T O P I C: Draft ballot language discussion regarding the 0.5% sales tax collected for housing initiatives, housing developments and housing programs P RE S E NT E R(S ): K athleen Halloran, Deputy Town Manager AC T IO N RE Q UE S T E D O F C O UNC I L: Provide feedback to staff in preparation for a resolution setting the ballot language on J uly 19th. B AC K G RO UND: P lease see attached memo. S TAF F RE C O M M E ND AT IO N: Provide feedback to staff in preparation for a resolution setting the ballot language on J uly 19th. AT TAC H ME N TS: Description tax July 5, 2022 - Page 10 of 885 TO: Town Council FROM: Finance Department DATE: July 5, 2022 SUBJECT: Housing Sales Tax – Draft Ballot Language I. SUMMARY During the November 2021 election, voters approved ballot initiative 2A for a 0.5% increase to sales tax increasing the existing local tax rate from 4.0% to 4.5% on all items with the exception of food for home consumption, which remains taxed at 4.0%. The revenues from the tax increase are used to fund housing initiatives, housing developments, housing programs and related activities. II. BACKGROUND Colorado’s Taxpayer Bill of Rights (TABOR) prohibits first year collections of any new tax to exceed the amount stated in the original ballot language. For the Housing Sales Tax, this amounted to $4.5M. With sales tax collections widely exceeding expectations (up year to date 43% from 2021 and up 36% from 2019), staff is now forecasting annual collections to range from $4.9M (assumes flat with prior year sales volume) to $5.8M (assumes a 30% increase from 2021). This results in collections exceeding TABOR restrictions by $400,000 to $1.3M, depending on guest visitation for the remainder of the year. Years 2023 and beyond do not have any restrictions on annual tax collection amounts. During the June 21st meeting, Town Council was presented options for addressing the forecasted overcollections of sales taxes. The options included: 1. Instruct town businesses to stop collecting the new 0.05% sales tax just before the limit of $4.5M is reached. Based on current projections, this would most likely occur by the end of September. Then collections would begin again January 2023. The town would forgo between $400,000 - $1.3M in tax revenues for housing programs. Each Vail business would need to adjust their Point-of-Sale systems to both cease collections and then return to collecting in January. 2. Continue to collect the 0.05% sales tax and ask voters to approve keeping excess funds in year one. This would be a ballot question in November 2022 to Vail voters. There is a risk that if the voters do not approve keeping excess funds, the town will have already over- collected by November. Per TABOR, the town would have to pay a 10% penalty and “refund” July 5, 2022 - Page 11 of 885 Town of Vail Page 2 the excess collected. Refunding could be in the form of asking Vail businesses to stop collecting the 0.05% tax for January and February or until that amount is reached. During the June 21st meeting, Town Council directed the Town Attorney to draft ballot language asking voters to allow the town to keep the excess sales tax collected in 2022 to be used to fund housing initiatives, housing developments and housing programs. III. DISCUSSION Below is a draft of ballot language, as dictated by Colorado’s Taxpayer’s Bill of Rights (TABOR). Ballot Issue No. __: Ballot Title: Authorizing the retention of excess revenue from the Town's sales tax to be retained and spent on housing initiatives Ballot Text: WITHOUT IMPOSING ANY NEW TAX OR INCREASING THE RATE OF ANY EXISTING TAX, SHALL THE TOWN OF VAIL BE AUTHORIZED TO RETAIN AND EXPEND WITHOUT LIMITATION THE EXCESS REVENUE RECEIVED BY THE TOWN FROM THE 0.5% SALES TAX LEVIED PURSUANT TO BALLOT ISSUE 2A PASSED BY THE TOWN'S REGISTERED ELECTORS ON NOVEMBER 2, 2021; PROVIDED THAT THE FUNDS SHALL BE USED FOR HOUSING INITIATIVES, HOUSING DEVELOPMENTS AND HOUSING PROGRAMS AND RELATED ACTIVITIES INSIDE AND OUTSIDE THE TOWN? Yes No Staff will bring a Resolution approving the ballot language on July 19th. Prior to finalizing language, there are some considerations for Town Council: 1. Does Council wish to include the amount of potential overage within the ballot language? This may be difficult to predict without having summer collections reported as yet. 2. Is there other descriptive wording Council would like to add to the ballot language? Pros/Cons of adding language include the benefit of helping to educate voters on the topic, however this may be offset by a lengthy ballot question. IV. ACTION REQUESTED FROM COUNCIL Please provide feedback to staff in preparation for a resolution approving ballot language on July 19th. July 5, 2022 - Page 12 of 885 VA I L TO W N C O UNC I L A G E ND A ME MO I T E M /T O P I C: Ordinance No. 14, Series of 2022, First Reading, Budget S upplemental No. 2, an ordinance making budget adjustments to the Town of Vail General F und, Capital Projects F und, Real Estate Transfer Tax Fund, Housing F und, Marketing Fund, Dispatch S ervices Fund, Heavy E quipment F und, Timber Ridge F und, and Residences at Main Vail F und of the 2022 B udget for the Town of Vail. P RE S E NT E R(S ): Carlie Smith, Deputy Director of F inance AC T IO N RE Q UE S T E D O F C O UNC I L: Approve, or approve with amendments Ordinance No. 14, S eries 2022. B AC K G RO UND: P lease see attached memorandum. S TAF F RE C O M M E ND AT IO N: A pprove, or approve with amendments Ordinance No. 14, S eries 2022 AT TAC H ME N TS: Description 2022 2nd Budget Supplemental 1st Reading July 5, 2022 - Page 13 of 885 TO: Vail Town Council FROM: Finance Department DATE: July 5, 2022 SUBJECT: Second Supplemental Appropriation of 2022 I. SUMMARY During Tuesday evenings session, you will be asked to approve the first reading of Ordinance No. 14 making supplemental appropriations and adjustments to the 2022 budget. II. DISCUSSION General Fund Updated Revenue Projections With continued record-level sales tax collections, staff proposes a $2.05 million increase in budgeted sales tax, with 62%, or $1,271,000 going to the General Fund and 38% or $779,000 to the Capital Projects Fund. The amended budget for the 4.0% sales tax budget totals $39.95 million, up 16% from 2021 actual collections. Corresponding increases are also proposed for the following: $725,000 in Lift Tax, $417,000 in the town’s share of county sales tax, $900,000 in parking revenues and $98,000 in franchise fees. In total budget revenues in the General Fund will be increased by $3,434,588. Aside from the increases listed above, this total includes several project reimbursements: $16,100 use of Friends of the Library donations towards special programs, the Friends of the Library fundraising event, bus advertisements, and upgrades to the tech studio including new virtual reality googles and a laser cutter. $2,500 reimbursement from the Elevation building project for Community Development and Fire staff to travel to UCLA in Los Angeles to review proposed parking “Lift” system. $3,188 scholarship from the state of Colorado to go towards tuition costs police academy. $1,800 for the library to host the Colorado Public Library Directors dinner. This is offset by a reimbursement from attendees. General Fund expenditures are proposed to increase by $577,056 of which $23,588 will be reimbursed listed above. The remaining $553,468 includes: July 5, 2022 - Page 14 of 885 - 2 - $8,736 increase in budgeted personnel expenditures to reflect additional hours to convert a part time Economic Development staff to a full-time Fixed Term position to assist with Destination Stewardship Plan project and coverage during another staff member’s leave. $17,900 to continue the weekend occupancy straw poll report. $105,000 additional attorney fees based on year-to-date activity. $154,000 in increased utility expenses based on year-to-date activity. This increase is shared between natural gas ($81K) and electricity ($73K). $53,250 for support services for the town’s security camera software. This increase corresponds to a decrease in the Capital Projects Fund (where originally budgeted). $50,604 in delayed invoices from Vail Resorts for 2021 shared snowmelt bills. $30,000 for additional community outreach for the Destination Stewardship Plan $30,000 for a Police grant to support the Hope Center of Eagle River Valley $20,000 to increase the Police professional development budget due to the increases in the costs to attend training classes, costs of travel, as well as the number of new officers needing to attended classes. $17,500 for a website audit to comply with American Disabilities Act (ADA) requirements. Additional funds will be requested as part of the 2023 budgeted to implement changes and updates to the town’s website as a result of the audit. $14,000 for “Work from Home” campaign bills unpaid from 2021. $5,478 for a delayed 2021 bill for the West Vail Master plan. $10,000 for an unexpected fire hose replacement. Replacements for fire hoses were delayed during 2020 and 2021 due to budget reductions and supply chain issues. A total of $22,000 of police seizure funds will be used for the purchase of a K9-compatible vehicle ($20,000) and K9, Echo ($2,000). The vehicle will be purchased from the Capital Projects Fund and will be included in the PD take-home vehicle fleet. A total of $228,162 will be transferred to the Real Estate Transfer Tax Fund, Dispatch Services Fund, and the Heavy Equipment Fund which represents a distribution of salary and benefit increases that were budgeted entirely in the town’s General Fund as a placeholder for market adjustments across the organization. Lastly, $8,000 of funds allocated to cultural heritage programs will be transferred to the Marketing Fund as an event contribution for Pioneers Weekend. This will have no net impact to the overall budget. The above adjustments to the General Fund 2022 budget result in an estimated fund balance of $49.8 million by the end of 2022, or 90% of annual revenues in a normal year. Capital Projects Fund Budgeted revenues will be adjusted by $1,094,000. Of this, $779,000 is from an increase in sales tax projections and the remaining $315,000 includes a $20,000 transfer from police seizure funds for the purchase of a K9 vehicle and $295,000 to reflect the sale of Vail Heights #7, a current Town of Vail employee rental that was originally purchased in 2015. This unit will be sold to a Town of Vail employee or Vail resident. Staff is requesting to supplement 2022 expenditures by a total of $1,448,522 which includes the following: July 5, 2022 - Page 15 of 885 - 3 - $16,823 for police department vehicle safety equipment for four sergeant patrol vehicles. Currently the PD has only one set of safety equipment which is checked out during a sergeant’s patrol shift, moving from vehicle to vehicle. Equipping each sergeant patrol vehicle with the same safety equipment will improve the PD’s ability to have equipment on scene. A total of five vehicles will be fully equipped with equipment which includes tactical shields, launcher, door jam, and breaching kit. This equipment has an approximate ten-year replacement schedule. $35,000 for the final clean-up and drainage improvements near the boulder wall along the east side of the Charter Bus Lot /Children’s Garden of Learning. $75,000 for the collection of “big data” and public outreach for the upcoming Transportation & Mobility Master Plan update. $30,000 to supplement the Electric Vehicle charging infrastructure budget. Costs to add four additional chargers (two at the Municipal building and two at the West Vail Fire Station) have come in higher than expected due to electrical upgrades needed at the fire station. The total cost of this project is estimated to costs $112,300 and includes installation, electrical infrastructure, Chargepoint equipment in addition to Chargepoint subscription and software. A reduction of $53,250 in budget to offset the increase in the General Fund for the town’s security camera software support. This has a net zero effect to the overall budget. $166,300 is requested to be moved to the 2022 budget to purchase a replacement Type 6 brush truck that was originally scheduled to be replaced in 2023. This will allow the truck to be ordered in 2022 and delivered in 2023.The current Type 6 brush truck is approximately 10 years old. A $30,000 placeholder to fund program adjustments to the town’s business licensing software needed for potential changes in the business licensing structure for the new loading and delivery program. $5,000 to update the town’s Short-Term Rental (STR) software for the new STR license requirements approved by Council on 6/14. $1,152,000 to purchased two units added to the town’s employee rental inventory which includes Vail Heights #11 ($540,000) and Pitkin Creek 5-L ($612,000). These units were previously approved by Council. Staff is also recommending to shift the tracking of expenditures for town employee rental unit purchases back to the Capital Projects Fund and instead utilize the Housing Fund only for community-wide housing programs and purchases. The shift will result in a decrease of $1,420,000 in the transfer to the Housing Fund and an increase of $1,955,000 in expenditures. Corresponding changes will be reflected in the Housing Fund and have no effect on the overall budget. Additional information on this recommendation is included in the Housing Fund below. All of the above adjustments will result in an estimated fund balance of $30.4 million by the end of 2022. Real Estate Transfer Tax (RETT) Fund Budgeted revenues will be adjusted by an increase of $140,182. The increases include: A $40,000 reimbursement from Eagle County to be used for wildfire mitigation projects in Vail. The use of $25,000 in bag fee revenues for personnel costs to extend the environmental department’s waste education internship, purchase additional re-useable bags, and market the business compost program. July 5, 2022 - Page 16 of 885 - 4 - A transfer from the General Fund of $75,182 which represents a distribution of salary and benefit increases previously budgeted in entirety within the General Fund. Staff is requesting to supplement expenditures by a total of $613,882 of which $140,182 corresponds to reimbursements above. The remainder includes the following: $100,000 moved forward from the 2023 budget in an effort to mitigate all town buildings for wildfire during 2022, rather than $100,000 per year over three years. $50,000 to replace swing sets at four parks to address critical safety concerns: Buffehr, Donovan, Big Horn and Ellefson $95,000 to increase the budget to update the Ford Park Master Plan as approved by Council on June 21. The total contract is $201,000. $25,000 to participate in a regional wildfire camera pilot program $14,700 for the Colorado Communities for Climate Action Retreat hosted by Vail. The total costs of this year’s retreat was $30,000 and was attended by 67 participants over three days. This retreat has been hosted in Vail for 8 years (with the exception of the 2020 and 2021 due to the pandemic). $27,000 to partner with Zinc media to film a documentary series about Vail’s sustainability practices called “Sustainable Travel – Where Next?” $12,000 to fund an Environmental Sustainability intern for the summer season. $5,000 for the sponsorship of the Global Meeting of the Mountain Partnership for a 1-day field trip and lunch event in Vail in coordination with the event held in Aspen in September. Vail is a member of the Mountain Partnership — a United Nations voluntary alliance of partners dedicated to mountain peoples and environments — Vail will be represented by Mayor Langmaid. The above adjustments will result in an estimated fund balance of $17.1 million at the end of 2022. Housing Fund The proposed amended budget includes $1,611,228 to purchase two units that will be resold to a Vail resident after the buy-down of the unit. The two units included the following: Pitkin Creek Unit 12L approved by Council and purchased for $976,288. This unit has an estimated deed restricted sale price of $635,000 Chamonix Unit B was approved by Council and purchased for $635,000 and will be sold to $635,000. The Housing Fund also reflects an additional $425,000 of the 0.5% dedicated housing sales tax. A total of $4,500,000 is reflected in the 2022 budget to fund community housing projects and programs. The $4,500,000 has been allocated within the supplemental so that it will be available for various housing programs and purchases throughout the year. Staff is also recommending to shift the tracking of expenditures for town employee rental unit purchases back to the Capital Projects Fund and instead utilize the Housing Fund only for community-wide housing programs and purchases. Town rental units are currently funded in full by a transfer from the Capital Projects Fund to the Housing Fund. By making this shift staff believes it will be more transparent to the public to view how the new Housing Sales Tax Funds are being utilized. This change will result in a decrease in the transfer from the Capital Projects Fund to the Housing Fund by $1,420,000 and reflect a decrease in expenditures of $1,955,000, July 5, 2022 - Page 17 of 885 - 5 - the total cost of the units purchased in 2022 and are being utilize within the town’s employee rental inventory. Corresponding adjustments will be made to the Capital Projects Fund. This change will have no net effect on the total budget. The above adjustments will result in an estimated fund balance of $184,705 at the end of 2022. Residences at Main Vail Fund The Residences at Main Vail budget reflects a decrease of $653,057 in the total expenditures that were reappropriated from 2021 during the 1st supplemental. This is due to final 2021 bill payments made after the 1st supplemental. It is not a reduction in the total project expenditures but rather a timing difference of payments between years. Marketing Fund The Marketing fund reflects a transfer of $8,000 from the General Fund Culture and Heritage funds to fund the Vail Pioneer event. Heavy Equipment Fund Staff is requesting to supplement budgeted expenditures by a total $627,733. This includes the following: $151,000 to increase the fuel budget as a result of increased oil prices. $40,000 for new loader and freightliner equipment chains. The town’s previous supplier is no longer in business causing an increase in the cost. Budgeted adjustments also include a transfer of $36,733 from the General Fund which represents a distribution of salary and benefit increases previously budgeted in entirety within the General Fund. Dispatch Services Fund Budgeted adjustments in the Dispatch Service Fund include a transfer of $81,427 from the General Fund which represents a distribution of salary and benefit increases previously budgeted in entirety within the General Fund. Timber Ridge Fund Staff is requesting $50,000 as part of the predevelopment agreement to begin the redevelop Timber Ridge. July 5, 2022 - Page 18 of 885 2022 1st 2022 2nd 2022 Budget Supplemental Amended Supplemental Amended Revenue Local Taxes: 30,700,000$ 7,200,000$ 37,900,000$ 2,050,000$ 39,950,000$ Sales Tax Split b/t Gen'l Fund & Capital Fund 62/38 62/38 62/38 Sales Tax 19,034,000 4,466,000 23,500,000 1,271,000 24,771,000 Property and Ownership 6,014,631 6,014,631 6,014,631 Ski Lift Tax 5,448,196 100,000 5,548,196 725,000 6,273,196 Franchise Fees, Penalties, and Other Taxes 1,693,618 1,693,618 98,000 1,791,618 Licenses & Permits 2,186,704 2,186,704 2,186,704 Intergovernmental Revenue 2,350,723 265,000 2,615,723 420,188 3,035,911 Transportation Centers 6,608,758 550,000 7,158,758 900,000 8,058,758 Charges for Services 1,071,297 1,071,297 1,071,297 Fines & Forfeitures 206,566 206,566 206,566 Earnings on Investments 200,000 200,000 200,000 Rental Revenue 1,119,843 17,336 1,137,179 1,137,179 Miscellaneous and Project Reimbursements 251,000 53,934 304,934 20,400 325,334 Total Revenue 46,185,336 5,452,270 51,637,606 3,434,588 55,072,194 Expenditures Salaries 23,041,583 1,275,000 24,316,583 (265,698) 24,050,885 Benefits 8,075,454 250,000 8,325,454 2,496 8,327,950 Subtotal Compensation and Benefits 31,117,037 1,525,000 32,642,037 (263,202) 32,378,835 7.9% Contributions and Welcome Centers 284,611 284,611 284,611 Chilcare Program Funding 250,000 250,000 250,000 All Other Operating Expenses 9,036,237 718,452 9,754,689 489,842 10,244,531 Heavy Equipment Operating Charges 2,816,503 2,816,503 2,816,503 Heavy Equipment Replacement Charges 971,764 971,764 971,764 Dispatch Services 652,938 652,938 652,938 Total Expenditures 45,129,090 2,243,452 47,372,542 226,640 47,599,182 Surplus (Deficit) from Operations 1,056,246 3,208,818 4,265,064 3,207,948 7,473,012 One-Time Items: Federal Grants ARP Transit Grant (Operating)- 337,234 337,234 337,234 CRRSAA Transit Grant (Operating)1,658,768 - 1,658,768 1,658,768 CARES Transit Grant (Operating)- - - - CARES Grant - - - - American Rescue Plan Grant - 1,170,000 1,170,000 1,170,000 American Rescue Plan Initiatives (585,000) (585,000) (1,170,000) (1,170,000) Planning Projects Destination Stewardship Mgmt Plan (100,000) (100,000) (200,000) (30,000) (230,000) Vail 2050 Plan (50,000) - (50,000) (50,000) Civic Area/Dobson Master Plan (200,000) - (200,000) (200,000) West Vail Master Plan (225,000) - (225,000) (5,478) (230,478) Contributions Funded with Reserves Vail Chapel (500,000) - (500,000) (500,000) Mountain Travel Symposium (158,000) - (158,000) (158,000) Net Increase /(Decrease) due to One- Time Items: (159,232) 822,234 663,002 (35,478) 627,524 Transfer to Marketing & Special Events Fund (2,490,600) 73,515 (2,417,085) (8,000) (2,425,085) Transfer to Other Funds - - - (291,938) (291,938) Surplus (Deficit) Net of Transfers and One-Time Items (1,593,586) 4,104,567 2,510,981 2,872,532 5,383,513 Beginning Fund Balance 39,981,996 44,426,118 44,426,118 Ending Fund Balance 38,388,410$ 46,937,099$ 49,809,631$ As % of Annual Revenues 83% 91% 90% EHOP balance included in ending fund balance - not spendable 1,223,500$ 122,738$ 1,346,238$ 1,346,238$ TOWN OF VAIL 2022 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES AND CHANGES IN FUND BALANCE GENERAL FUND 6 July 5, 2022 - Page 19 of 885 1st 2022 2nd 20222022 Supplemental Amended Supplemental AmendedTotal Sales Tax Revenue: 30,700,000$ 7,200,000$ 37,900,000$ 2,050,000$ 39,950,000$ 2022: Adjusted for 2022 YTD thru April through November flat with 2021 Actuals; December down 5%Sales Tax Split between General Fund & Capital Fund62/38 62/38 62/38Sales Tax - Capital Projects Fund 11,666,000$ 2,734,000$ 14,400,000$ 779,000$ 15,179,000$ Sales tax split 62/38Use Tax 2,800,000 2,800,000 2,800,000 2022: Based on 5-year average with Park Meadows ProjectConstruction Fees / Traffic Impact Fees - 1,500,000 1,500,000 1,500,000 2022: Re-appropriate $1.5M traffic impact fee for Frontage Rd projectFranchise Fee 204,000 - 204,000 204,000 1% Holy Cross Franchise Fee approved in 2019; 2022-2035 based on 2% annual increaseFederal Grant Revenue - 1,650,000 1,650,000 1,650,000 2022: Allocation from Hickenlooper/Bennet federal grant award for two additional electric busesOther State Revenue - 2,364,149 2,364,149 2,364,149 2022: $2.1M CDOT grant for four electric buses; $255.7K CDOT grant for four electric bus chargers; $6K ARP library grant for additional book drop; $36K grant for electric car charging infrastructure 2021: $1.09M FASTER for electric bus chargers, $525 CDOT bus grant; $350K CDOT 50% match grant for bus transportation mgmt. systemLease Revenue 164,067 - 164,067 164,067 Per Vail Commons commercial (incr. every 5 years); adjusted to remove residential lease revenue ($38K)Employee Rental Housing Sales295,000 295,000 Sale of Vail Heights #7 (purchased in 2015)Project Reimbursement - 366,000 366,000 366,000 2022: $15K reimbursement from Vail Health for new bus stop included in Frontage Rd project, and $351K ERWSD reimbursement for Frontage Rd. project; 2021: $60K Vail Health Reimbursement for Frontage Rd Improvements project, $351K from ERWSD for Frontage Road Improvements project; $1.5M from traffic impact fee from Vail Health for Vail Health/ Frontage Road Project; Timber Ridge Loan repayment 463,043 - 463,043 463,043 2021: Payoff of TR Loan (originally budgeted to be paid off in 2028)Earnings on Investments and Other 112,865 - 112,865 112,865 2021: 0.7% returns assumed on available fund balanceTotal Revenue 15,409,975 8,614,149 24,024,124 1,074,000 25,098,124 FacilitiesFacilities Capital Maintenance 489,500 6,000 495,500 495,500 2022: $6K for additional library book drop at Safeway (reimbursement above); Fire Station interior paint ($35K), Fire Stations Radiant tube replacement ($25K); Library Skylight maintenance ($150K), PW roof repairs ($50K), Phase 3 of transit center skylight replacement ($50K); 2021: garage door replacements ($50K), PW boiler replacement ($20K), 2nd phase of transit center skylight replacement ($50K), Buzzard Park repairs ($41K)Municipal Complex Maintenance 835,000 714,407 1,549,407 1,549,407 2022: Re-appropriate $714.4K for Municipal and Comm Dev Building Remodel; Replace HR heat system ($100K); 2021: Muni Admin air handlers ($225K), $373K for Muni/PD air handlers and Council Chamber remodel; $25K for Community Development workspace improvements; Transfer $22.8K to Donovan Pavilion; 2021 includes Admin Upper level system installation ($175K), PD Stucco patching and painting ($40K), PD wood siding replacement ($30K); Public Works Building Maintenance - 300,000 300,000 300,000 2022: $300K to replace two HVAC units at Public WorksWelcome Center/Grandview Capital Maintenance 25,000 100,000 125,000 125,000 2022: $100K Furniture replacement in Vail Village Welcome CenterEmployee Rental Units3,088,649 3,088,649 Transfer 2022 Employee Rental Units purchases to Capital FundEmployee Rental Capital Maint25,000 25,000 Transfer 2022 Capital Main budget for town owned rental units to Capital FundSnowmelt Boilers Replacement 500,000 867,129 1,367,129 1,367,129 2021-2023: Re-appropriate for replacement of TRC 8 electric boilers (2 per year)Donovan Pavilion Remodel - 5,000 5,000 5,000 2022:Final Donovan Pavilion upgrades; 2021: Remodel and Upgrades to Pavilion; Relocation of HVAC systemPublic Works Shops Expansion - 1,827,316 1,827,316 1,827,316 Expansion and remodel of the Public Works shop complex as outlined in an updated public works master plan (previously completed in 1994). The plan will ensure shop expansions will meet the needs of the department and changing operations; 2019-2020: Phase I includes demo and reconstruction of a two story streets building; retaining wall construction, new cinder building, relocation of the green house building, and a vertical expansion allowance for future building options. Lease financing in 2021 included below.Total Facilities1,849,500 3,819,852 5,669,352 3,113,649 8,783,001 TOWN OF VAIL 2022 PROPOSED AMENDED BUDGETSUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCECAPITAL PROJECTS FUND 7 July 5, 2022 - Page 20 of 885 1st 2022 2nd 20222022 Supplemental Amended Supplemental AmendedTOWN OF VAIL 2022 PROPOSED AMENDED BUDGETSUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCECAPITAL PROJECTS FUNDParkingParking Structures 785,000 376,429 1,161,429 1,161,429 2020-2035: Various repairs including deck topping replacement, expansion joint repairs, ventilation, HVAC, plumbing and other structural repairsOversized Parking Area 2,000,000 100,000 2,100,000 2,100,000 2022: $100K for Design and survey costs for new oversized parking area; $2.0M placeholder for Construction of surface parking lotParking Entry System / Equipment - 1,510,410 1,510,410 1,510,410 2021: Re-appropriate $1.2M for a new parking system; $312K for 5 year up front cost of subscription softwareRed Sandstone Parking Structure (VRA) - 23,855 23,855 23,855 2022: Re-appropriate $23.8K to build fence at parking structureLionshead Parking Structure Landscape Renovations (VRA) - 30,291 30,291 30,291 2022: complete landscaping at the Lionshead parking structure ($30.3K); resealing and concrete replacementTotal Parking2,785,000 2,040,985 4,825,985 - 4,825,985 TransportationBus Shelters 30,000 30,000 30,000 Bus shelter annual maintenance; 2020 includes Lionshead transit center Westbound Bus shelterReplace Buses - 7,650,000 7,650,000 7,650,000 2022: Move forward $6M from 2023 budget to purchase 6 electric buses; $1.65M for 2 more electric buses paid by Hickenlooper federal grant dollars; 2021: Re-appropriate $3.5M for buses ordered in 2020 with delivery in 2021; Bus Transportation Management System - - - 2021: $760K for a new bus transportation mgmt. system. This includes a $350K 50% CDOT grant and $350K savings from "Replace Buses" project to upgrade bus transportation system; $350K CDOT grant; $60K Traffic Impact Fee and Transportation Master Plan Updates - 306,785 306,785 75,000 381,785 2022: $75K for big data analysis and public outreach on Transp. Master Plan update project. Municipal and Comm Dev Building Remodel; Replace HR heat system ($100K)Hybrid Bus Battery Replacement - 165,000 165,000 165,000 2022: Scheduled replacement placeholder; Estimated life of 6 years; While batteries are passed their lifecycle replacement has not been needed as of yetElectric bus chargers and electrical service rebuild - 402,675 402,675 30,000 432,675 2022: Supplement $30K to include W Vail Fire Station charging station and 5 year subscription. Re-appropriate $147K for electric bus infrastructure; $255K additional funding from CDOT grant; 2021:$1.3M to continue to construct electric bus charging station and electrical service infrastructure at Lionshead and Vail Village Transit centers; $1.1M in grant revenue will offset cost of this projectTotal Transportation30,000 8,524,460 8,554,460 105,000 8,659,460 Road and BridgesCapital Street Maintenance 1,405,000 1,405,000 (25,000) 1,380,000 2022: Transfer $25K to bridge repairs. On-going maintenance to roads and bridges including asphalt overlays, patching and repairs; culverts; 2022/2023 includes asphalt and mill overlay ($575K)Street Light Improvements 75,000 219,369 294,369 294,369 Town-wide street light replacementSlifer Plaza/ Fountain/Storm Sewer - 71,417 71,417 71,417 2022: Re-appropriate $71.4K for water quality vault ongoing repairsVail Health / TOV Frontage Road improvements - 3,387,820 3,387,820 3,387,820 2022: VH plans for expansion; Improvements would span from LH Parking structure to Municipal building; $6.0M funded by VRA in 2021, Traffic impact fee ($1.5M), Timing of this project is pending the Civic Center Master PlanNeighborhood Bridge Repair - 100,000 100,000 25,000 125,000 2022: Transfer $25K from Street Mtce to cover bridge repairs Move forward $100K from 2023 budget to begin design of Bighorn Rd Bridge rails and culvert replacement; $800K budgeted for construction in 2023Seibert Fountain Improvements - 27,888 27,888 27,888 2022: Final payments for Fountain software system and valve upgrades at Seibert FountainRoundabout Lighting Project - 50,000 50,000 50,000 2022: Move forward $50K to design roundabout lighting project. The 2023 budget includes $2.5M and proposes to install new lighting at the West Vail and Vail Town Center roundabouts. Current light poles will be replaced with 30' LED light poles and would incorporate smart transportation equipment such as traffic camerasNeighborhood Road Reconstruction - 1,463,175 1,463,175 1,463,175 2022: Re-appropriate $1.5M for East Vail road Major Drainage Improvements constructionVail Village Streetscape/Snowmelt Replacement - 1,250,000 1,250,000 1,250,000 Replacement of 18 yr. old streetscape and snowmelt infrastructure in Vail Village Total Road and Bridge1,480,000 6,569,669 8,049,669 - 8,049,669 TechnologyTown-wide camera system 30,000 30,000 60,000 60,000 $30K Annual maintenance 8 July 5, 2022 - Page 21 of 885 1st 2022 2nd 20222022 Supplemental Amended Supplemental AmendedTOWN OF VAIL 2022 PROPOSED AMENDED BUDGETSUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCECAPITAL PROJECTS FUNDAudio-Visual capital maintenance 150,000 150,000 (53,250) 96,750 2022: Reduce audio visual budget for annual operating cost for security camera software support; Re-assessment and update of A/V and videoconferencing solutions town-wide ($132K); '$18K annual maintenance / replacement of audio-visual equipment in town buildings such as Donovan, Municipal building, Grand View, LH Welcome Center; 2021: $100K Welcome Center video wall replacement; Document Imaging 50,000 50,000 50,000 Annual maintenance, software licensing, and replacement schedule for scanners and servers includes $2.5K for LaserficheSoftware Licensing 700,000 700,000 700,000 Annual software licensing and support for town wide systemsHardware Purchases 75,000 75,000 75,000 2021-2025: $75K for workstation replacements (20-25 per year); 2021: Time Clock Replacement ($125K); workstation replacements ($50K); Website and e-commerce 60,000 10,000 70,000 70,000 2022-2026: Annual website maintenance ($60K); $10K Re-appropriation to continue website migration to Granicus; 2021: $50K for new Vailgov.com website framework and website upgrades; Internet security & application interfaces; website maintenance $12K; Vail calendar $24K; domain hosting $15K; web camera streaming service $24K; Fiber Optics / Cabling Systems in Buildings 50,000 575,000 625,000 625,000 2022-2025: Repair, maintain & upgrade cabling/network Infrastructure $50K; $575K re-appropriation to add additional fiber infrastructure to connect critical IT equipment locations including the Village parking structure; the Muni Building; LH Parking Structure; and the West Vail Fire StationNetwork upgrades 30,000 25,000 55,000 55,000 2022: Re-appropriate $25K for delayed wireless devices unable to order during 2021; Computer network systems - replacement cycle every 3-5 years; Data Center (Computer Rooms) 155,000 155,000 155,000 2021: $125K for data center equipment annual maint; Re-appropriate $73.4K to continue Data Center remodel; $30K annual maintenance; 2022: Includes $125K for Data Center equipment annual maint agreement (2 year agreement)Broadband (THOR) 94,800 94,800 94,800 2021-2024: $94.8K annual broadband expenses, potential future revenuesBusiness Systems Replacement - 55,000 55,000 55,000 2022: HR Performance mgmt. system ($55K)Total Technology1,394,800 695,000 2,089,800 (53,250) 2,036,550 Public SafetyPublic Safety System / Records Mgmt. System (RMS) 25,000 11,000 36,000 36,000 $25K Annual capital maintenance of "County-wide "Computer Aided Dispatch/Records Mgmt. System";2022: Includes $11.0K for PD Brazos systemPublic Safety IT Equipment 25,000 25,000 25,000 Annual Maint/Replacement of PD IT Equipment including patrol car and fire truck laptops and software used to push information to TOV and other agencies; TOV portion of annual Intergraph software maintenance; Public Safety Equipment 74,305 5,000 79,305 16,823 96,128 2022 $16.8K Police equipment for patrol cars; $5K increased cost of barriers; Gas masks ($14.5K), Livescan systems ($16.5K); PD truck sign ($13K), 2 additional event barriers ($30.7K); 2021: Replacement of body worn camera program and storage software mgmt. system, tasers, and holsters; $101.5K per year for body worn camera systemFire Safety Equipment - 25,000 25,000 25,000 2022:Re-appropriate Wildland personnel protection equipment ($25K)Thermal Imaging Cameras 12,000 12,000 12,000 For the purchase of 3 cameras (2019,2020,2022) which will allow firefighters to see through areas of smoke, darkness, or heat barriersFire Station Alert System 230,000 230,000 230,000 2022: Fire Station Alerting System to improve response times. This system will work with the Dispatch system and the timing is being coordinated with Eagle River Fire. Deferred $198K from 2020Fire Truck Replacement 1,700,000 880,000 2,580,000 166,300 2,746,300 2022: Move $166.3K from 2023 to order Type 6 Brush truck to be delivered in 2023; Re-appropriate $880K for replacement of Engine I purchased in 2011 (Truck was ordered in 2021 but unable to be delivered); Replacement of Ladder truck (aerial apparatus) purchased in 2000 ($1.7M)Total Public Safety2,066,305 921,000 2,987,305 183,123 3,170,428 Community and Guest Service Children's Garden of Learning Temporary Facility Relocation - 255,545 255,545 35,000 290,545 2022: $35K increase budget for final clean-up and east side improvements of lot. Re-appropriate $255K for final costs; 2021: $2.7M for temporarily relocation of the Children's Garden of LearningPepi's Memorial- Pepi's Memorial in Pepi's Plaza ($20K) 9 July 5, 2022 - Page 22 of 885 1st 2022 2nd 20222022 Supplemental Amended Supplemental AmendedTOWN OF VAIL 2022 PROPOSED AMENDED BUDGETSUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCECAPITAL PROJECTS FUNDEnergy Enhancements - 97,294 97,294 97,294 2022: Re-appropriate $61.3K for Electric car charges and infrastructure at various town locations; $36K new grant for electic infrastructurePedestrian Safety Enhancements - 25,000 25,000 25,000 2022: $25K for planning and design for lighting replacement project budgeted in 2022 ($1.4M)Civic Area Redevelopment - 100,000 100,000 100,000 2022: $100K to explore outcomes of the Civic Center Master Plan such as feasibility studies / design (includes $50K for Dobson structural engineering study and $50K for preliminary Lot 10 park design)Underground Utility improvements - 15,459 15,459 15,459 2022:$15.5K to finalize Big Horn underground utility projectGuest Services Enhancements/Wayfinding - 24,307 24,307 24,307 2022: Begin design process for new wayfinding signage budgeted in 2024 ($24.3K)Rockfall Mitigation near Timber Ridge - - - 2021: $40.7M for annual rock wall maintenanceVehicle Expansion 434,500 40,000 474,500 20,000 494,500 2022: $20K use of Police seizure funds for puchase of K-9 vehicle; Re-appropriate $40K for new PD detective take-home vehicle unable to order in 2021; 5 (of 12) vehicles for PD take-home program, detective take-home vehicle; fire inspector vehicle, wildland crew vehicleTotal Community and Guest Service434,500 557,605 992,105 55,000 1,047,105 Total Expenditures 10,040,105 23,128,571 33,168,676 3,403,522 36,572,198 Other Financing Sources (Uses)Debt Financing for Public Works shop - - - Debt Issuance Cost - - - Debt Service Payment (1,155,712) (1,155,712) (1,155,712) Debt Payment for PW ShopsTransfer from Vail Reinvestment Authority 50,000 2,182,146 2,232,146 2,232,146 2022: $30.3K LH parking structure landscaping; $1.5M reimbursement for Frontage Rd roundabout; $256K to complete new CGL building; $23K for Red Sandstone parking structure safety fence; $350K LH electric snowmelt boiler; $50K LH parking capital maint; 2021: $229K for LH transit center bus stop; $30.3K reappropriation for LH transit landscape improvements; $30K for Red Sandstone landscaping; VH plans for expansion; Improvements would span from LH Parking structure to Municipal building; $6.0M funded by VRA; Lionshead Parking Structure $50K; CGL Temp Facility $2.73MTransfer to Residences at Main Vail - (6,144,204) (6,144,204) (6,144,204) Transfer to Residences at Main Vail FundTransfer to Housing Fund (2,500,000) (1,420,000) (3,920,000) 1,420,000 (2,500,000) 2022: $2.5M InDeed; 2021: Transfer to Housing Fund; 2.5M per year; $2.0M for RMV Opportunity feeTransfer from General Fund - - 20,000 20,000 Transfer from Police Seizure Funds to cover K-9 vehicle ($20K)Total Other Financing Sources and Uses (3,605,712) (5,382,058) (8,987,770) 1,440,000 (7,567,770) Revenue Over (Under) Expenditures 1,764,158 (19,896,480) (18,132,322) (889,522) (19,041,844) Beginning Fund Balance 34,827,888 49,406,514 49,406,514Ending Fund Balance 36,592,046 31,274,192 30,364,670 10 July 5, 2022 - Page 23 of 885 1st 2022 2nd 20222022 Supplemental Amended Supplemental AmendedReal Estate Transfer Tax 7,500,000$ 7,500,000$ 7,500,000$ 2022: Based on 5-year average; 2023-2035: 2% annual increaseGolf Course Lease 171,700 171,700 171,700 Annual lease payment from Vail Recreation District; annual increase will be based on CPI; New rate effective 2020 with lease signed in 2019; Rent income funds the "Recreation Enhancement Account" belowIntergovernmental Revenue 20,000 350,000 370,000 40,000 410,000 2022: $40K from Eagle County for wildfire mitigation; $20K lottery proceeds; 1st Supplemental: $50K reimbursement from VLMD for Welcome Center displays; $300K re-appropriation from ERWSD for Dowd Junction retaining wall; 2021: $300K Reimbursement from ERWSD for Dowd Junction retaining wall project; $20K lottery proceedsProject Reimbursements 101,200 101,200 101,200 2022: VRD reimbursement for annual Synexis, $90K reimbursement from the VLMD for DSMP Welcome Center displays (see project below); 2021: VRD Reimbursement for annual Synexis Maint.Donations - 42,433 42,433 42,433 2022 1st Supplemental: $10K donation from Doe Browning for Winterfest; $32.4K unused East West donation for Ford Park art space; 2021: $35.8K unused donation from East West for Ford Park art spaceRecreation Amenity Fees 10,000 10,000 10,000 2021: $75K of additional recreation amenity fees based on YTD collections; 10K annuallyEarnings on Investments and Other 132,460 132,460 25,000 157,460 2022: $25K use of bag fees for waster intern and programming. Corresponding expense below. 2021 $4.5K use of Sole Power grants towards participant prizes; $7.5K IAFC grant to be used towards fire chipping program; $7.9K use of bag fee for recycling banner swag; $32K Clean Up Day ; 2021-2035: 0.7% interest rate assumedTotal Revenue 7,935,360 392,433 8,327,793 65,000 8,392,793 Management Fee to General Fund (5%) 375,000 375,000 375,000 5% of RETT Collections - fee remitted to the General Fund for administrationWildlandForest Health Management 556,393 556,393 34,072 590,465 Transfer from GF for wages/benefits; Operating budget for Wildland Fire crew; 2022 includes additional 2.3FTEWildfire Mitigation 25,000 25,000 65,000 90,000 2022: $25K increase to participate in wildfire camera pilot program and $40K mitigation paid for by Eagle County. Implementation of Fuels Reductions projects and potential geological hazard study to update CWPP. NEPA for East Vail Hazardous Fuels Reduction 50,000 49,000 99,000 99,000 Complete the NEPA analysis for the East Vail Hazardous Fuels Reduction Project. This is a project which council has already voted to support, it consists of hazardous fuels reduction on USFS lands from East Vail to Red Sandstone Road; $49K increase in estimated NEPA costs as approved by Council Fire Free Five - Rebate program 150,000 150,000 150,000 Cost share program for Vail citizens implementing Fire Wise Fire Free Five - TOV Implementation - 100,000 100,000 100,000 200,000 2022: Move forward $100K from 5 year plan to mitigate all TOV facilities; Fire Free Five- TOV facilitiesTotal Wildland631,393 299,000 930,393 199,072 1,129,465 ParksAnnual Park and Landscape Maintenance 2,135,540 5,000 2,140,540 51,814 2,192,354 2022: $51.8K Transfer from GF for salaries/benefits; Ongoing path, park and open space maintenance, project mgmt.; Town Trail Host volunteer program ($16,000); $5K for propane for winter outdoor heatingVillage Holiday Lighting Design 185,000 185,000 185,000 2022: This includes the costs of a consultant to assist the town in identifying alternative holiday decorations from traditional trees decoration; purchase two pre-lit trees for Vail Village and Lionshead as an alternative to decoration live treesPark / Playground Capital Maintenance 125,000 35,000 160,000 50,000 210,000 2022: $50K to replace playground equipment at 4 parks. $35K sidewalk repair to Ellefson Park sidewalks to coincide with turf project; Annual maintenance items include projects such as playground surface refurbishing, replacing bear-proof trash cans, painting/staining of play structures, picnic shelter additions/repairs, and fence maintenance;2021: $125K annual Maint; Re-appropriate $76K for heater in Ford Park restrooms ($46K) and to transfer $30K to Stephen's park to complete projectMayors Park Capital Maintenance 50,000 50,000 50,000 2022: Replace flagstone at Mayors ParkTree Maintenance 75,000 75,000 75,000 On going pest control, tree removal and replacements in stream tract, open space, and park areasStreet Furniture Replacement 85,000 85,000 85,000 Annual street furniture replacementVillage Landscape Enhancements 50,000 50,000 50,000 Landscaping Enhancements of areas identified in Vail Village for potential future sculptural placementCovered Bridge Pocket Park Rehabilitation - - - 2021: $111.1K complete Pocket Park rehabilitationStephens Park Safety Improvements - 35,821 35,821 35,821 2022: Re-appropriate $35.8K for interpretive signage, playground equipment, and landscaping; 2021: $63.2K for Stephens Park safety improvements; transfer $30 from park capital maint TOWN OF VAIL 2022 PROPOSED AMENDED BUDGETSUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCEREAL ESTATE TRANSFER TAX 11 July 5, 2022 - Page 24 of 885 1st 2022 2nd 20222022 Supplemental Amended Supplemental AmendedTOWN OF VAIL 2022 PROPOSED AMENDED BUDGETSUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCEREAL ESTATE TRANSFER TAX Ford Park Master Plan 150,000 (44,201) 105,799 95,000 200,799 2022: Moving forward with master plan update - $95K increase due to higher costs; Council approved contract with WRT 6/22. Reduce $47K moved up in 2021 budget from 2022; re-appropriate 2.3K; Master Plan Revisions/Updates to address several proposed modifications including the Vail Nature Center, an indoor tennis/pickleball facility, BFAG expansion, conversion of fields to turfFord Park- Betty Ford Way Pavers 1,200,000 1,200,000 1,200,000 2022: Construction of new concrete unit paver roadway, new steel guardrail, stream walk intersection improvement, and landscaping improvements. This project would be coordinated with BFAGFord Park Enhancement: Priority 3 Landscape area - 5,946 5,946 5,946 2022: $5.9K for landscaping at the Nature Center bridge; 2021: $75K for landscaping around playground ad basketball courtFord Park Playground Improvements - 200,000 200,000 200,000 2022: Safety Improvements to the Ford Park play area including wooden bridge to boulder area, expansion to toddler area, ADA upgrades, and replacement of a safety net ($200K)Ford Park Lighting Control System 180,000 180,000 180,000 2022: Replacement of Ford Park lighting control system (discontinued by the manufacturer). Current system is over 10 yrs. OldSunbird Park Fountain Repairs - 3,430 3,430 3,430 2022: Re-appropriate $3.4K for final bills; 2021: $15K Installation of Clear Comfort advanced oxidation commercial pool sanitation system to water safe for kidsVail Transit Center Landscape - 32,817 32,817 32,817 2022: $32.8K for completion of landscaping at Vail transit centerTurf Grass Reduction 150,000 49,862 199,862 199,862 2022: $150K Continuation of turf reduction at Ellefson park, turf replacement at TM residences and Red Sandstone Underpass; $41K increase in cost over estimate; $8.7K re-appropriation; 2021: $10K Begin turf reduction project at Ellefson parkKindell Park/Mill Creek - 149,862 149,862 149,862 2022: Improvements to heavily worn stream tract between Hanson Ranch Rd and Pirateship parkDonovan Park Improvements 35,000 35,000 35,000 2022: Relandscaping on Donovan Park parking lot islandsGore Creek Promenade Rehabilitation 370,000 370,000 370,000 2022: Planning, design, and rehabilitation of the Gore Creek Promenade caused by excessive guest visitation. Project would include expansion of heated paver walkways, ground-level wood picnic deck, artificial lawn area, landscape enhancements, and a stream walk connection to the Covered Bridge Pocket ParkTotal Parks4,790,540 473,537 5,264,077 196,814 5,460,891 Rec Paths and TrailsRec. Path Capital Maint 159,717 159,717 159,717 2021: Re-appropriate $74K for amphitheater bridge railings and decking; $85K for annual Capital maintenance of the town's recreation path systemBike Safety 15,000 15,000 15,000 $15K annual cost for bike safety programsBike Path Signage 35,000 35,000 35,000 2022-2023: Bike Path Signage: Enhancement of existing trail signage to improve etiquette, safety and wayfindingPedestrian Bridge Projects 400,000 400,000 400,000 2022-2027: Systematic rehabilitation or replacement of 5 pedestrian bridges. 2022: Donovan Park, Pedestrian Overpass; Gore Valley Trail Bridge Replacement (ERWSD) 40,000 40,000 40,000 2022: Design and planning for Gore Valley Trail Bridge replacement (ERWSD)Gore Valley Trail Fence Replacement at Dowd Junction - 50,000 50,000 50,000 2022: Replace wood fence along Gore Valley Trail in Dowd Junction in conjunction with CDOT wildlife fence projectEast Vail Interchange Improvements - 209,443 209,443 209,443 2022: Re-appropriate $253K to continue East Vail interchange projectDowd Junction repairs and improvements - 799,155 799,155 799,155 2022: Continue Re-stabilization of Dowd Junction retaining wall ($799.2K); Repairs to culverts, drainage, and preventative improvements; project in cooperation with Eagle River Water and Sanitation; offset with reimbursement of $300K reimbursement from ERWSDBooth Lake Trailhead Parking Restroom 375,000 63,950 438,950 438,950 2022: Installation of permanent restroom at Booth Lake trailhead for hikersTotal Rec Paths and Trails984,717 1,162,548 2,147,265 - 2,147,265 12 July 5, 2022 - Page 25 of 885 1st 2022 2nd 20222022 Supplemental Amended Supplemental AmendedTOWN OF VAIL 2022 PROPOSED AMENDED BUDGETSUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCEREAL ESTATE TRANSFER TAX Recreational FacilitiesNature Center Operations 106,187 106,187 106,187 Nature Center operating costs(Contract with Walking Mountains)Nature Center Capital Maintenance 38,690 55,165 93,855 93,855 2022: Re-appropriate $55K placeholder for nature center maint and repairs; Wood siding and trim repairs ($11.4K), open rail fencing replacement ($13.4K)Nature Center Redevelopment - 383,522 383,522 383,522 2022: $383.5K for further planning and design for a nature center remodelLibrary Landscape and reading area 100,000 100,000 100,000 2022: Exterior landscaping and site work enhancements for an outdoor reading areaTotal Recreational Facilities244,877 438,687 683,564 - 683,564 EnvironmentalEnvironmental Sustainability 651,505 651,505 42,966 694,471 Annual operating expenditures for Environmental department (4.25 FTEs); includes $40K for Clean up day, professional dues to organizations such as CC4CA, Climate Action Collaborative, etc.; $12k Sustainability intern, $10K Waste Education Intern paid for with bag fees; $20.9K transfer from GF for salary/benefitsRecycling and Waste Reduction Programs 240,000 20,320 260,320 15,000 275,320 2022: Use $15K bag fee collections for waste intern, reusable bags and market compost program. Re-appropriate $20.3K for pilot compost program through April 2022; Actively Green($40K), Ball Cup Program ($30K), Bus Recycling Challenge ($13K), C&D Pilot ($5K), Green Team ($2.5M), Love Vail website ($20K), Recycling hauls($25K), Compost Program Phase 2 ($45K), Farmers Market Zero Hero ($42K); Recycling Education ($17.5K); 2021: Green Team ($2.5K), Eagle County Recycling Hauls ($25K), Zero Hero ($25K), Actively Green ($40K); Recycling Education ($30K); Ecosystem Health 321,500 321,500 41,700 363,200 2022: $14.7K for CO Communities for Climate Action retreat and $27K for partnership with Zinc Media for Sustainable Travel. 2021: Wildlife Forum ($2.5K), CC4CA ($3K); Biodiversity Study ($50K), Sustainable Destination ($30K), Trees for Vail ($5K), USFS Forest Service Ranger Program ($33K); Wildlife Habitat Improvements ($100K); 2022: CC4A ($3K), Biodiversity Study ($150K), Strategic Plan ($10K), SD Contract ($18K), Trees for Vail ($5K), USFS Front Ranger Program ($33K), Wildlife Habitat Improvements ($102.5K)Energy & Transportation 55,000 34,049 89,049 89,049 2022: $25K for Solar feasibility study; $8K EV planning and analysis; Energy Smarts ($40K), Sole Power ($7.5K), Energy Outreach Programs ($7.5K); 2021: Continue E-Bike pilot program ($25K), Energy Smart Partnership ($40K), Sole Power ($7.5K) 2021: E-bike pilot program research ($25K); Annual expenditures: Energy Smart Colorado partnership contract ($40K); Sole Power coordination ($7.5K); 2021-2024: Energy Smart Partnership contract ($40K), Sole Power (7.5K)E-Bike Programs 193,000 193,000 193,000 Town of Vail E-bike share program ($175K); E-Bike Ownership Model Program ($18K)Streamtract Education/Mitigation 50,000 50,000 50,000 2022: $50K annual streamtract education programming such as "Lunch with Locals" landscape workshops, City Nature Challenge and storm drain art; 2021 also includes $20K re-appropriation for additional educationWater Quality Infrastructure 300,000 1,716,541 2,016,541 2,016,541 2022: Re-appropriate for water quality infrastructure; $300K for snow dump cleanout and West Vail drainage grate replacement; 2021: Continue water quality improvement to Gore Creek; Stormwater site specific water and water quality construction projects as part of "Restore the Gore"; 2021: $1.0M plus $750K deferred from 2020 Streambank Mitigation 100,000 25,000 125,000 125,000 2021-2024 Continuation of Riparian Site specific construction projects for Water Quality Strategic Action Plan ($648.3K) includes 2018 grant awards continued in 2020 for GoCo grant ($39K) and Fishing is Fun grant ($30K)- See carryforward of grant revenue above.Private Streambank Mitigation Program 150,000 150,000 150,000 Private streambank mitigation program funding placeholderGore Creek Interpretive Signage 175,000 50,000 225,000 225,000 2022: $225K for watershed map and installation at the Gore Creek Promenade; 2021: Re-appropriate $150.8K for Gore Creek Interpretive signage projectWelcome Center Educational Displays 150,000 50,000 200,000 200,000 DSP educational displays in the Lionshead and Vail Village Welcome Centers; $50K reimbursement from the VLMDFord Park Amphitheater Solar Panels 100,000 100,000 100,000 2022: 50/50 cost share with the VVF for roof solar panelsTotal Environmental2,486,005 1,895,910 4,381,915 99,666 4,481,581 ArtPublic Art - Operating 136,586 136,586 2,694 139,280 $2.7K Transfer from GF for salary/benefits; Art in Public Places programming and operationsPublic Art - General program / art 60,000 368,960 428,960 428,960 To purchase sculptures, artwork, art programs and events; remainder is re-appropriated each year to accumulate enough funds; $618K Re-appropriation less $250K AIPP fund used towards Ford Park Art StudioPublic Art - Winterfest 30,000 34,746 64,746 64,746 2022: $64.7K for annual Winterfest programmingSeibert Memorial Statue - 12,692 12,692 12,692 2022: $12.7K for Pete Seibert Memorial statue maintenance13 July 5, 2022 - Page 26 of 885 1st 2022 2nd 20222022 Supplemental Amended Supplemental AmendedTOWN OF VAIL 2022 PROPOSED AMENDED BUDGETSUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCEREAL ESTATE TRANSFER TAX Art Space 850,000 32,259 882,259 882,259 2022: Design phase for Ford Park art space- see corresponding donation from East West above; 2022: $850K Rebuilding of designated Art Space Studio in Ford Park using $250K of existing AIPP funds Total Art1,076,586 448,657 1,525,243 2,694 1,527,937 CommunityCouncil Contribution: Betty Ford Alpine Garden Support 74,649 74,649 74,649 Annual operating support of the Betty Ford Alpine Gardens; annual increase to follow town's general operating annual increaseCouncil Contribution: Eagle River Watershed Support 42,000 42,000 42,000 Annual support of the Eagle River Watershed Council programs Council Contribution: Adopt A Trail 17,500 17,500 17,500 Adopt A Trail Council Contribution for trails in or bordering the TownCouncil Contribution: Eagle Valley Land Trust 5,000 5,000 5,000 Eagle Valley Land Trust Council ContributionTotal Contributions139,149 - 139,149 - 139,149 VRD-Managed Facilities & MaintenanceRecreation Enhancement Account 171,700 711,665 883,365 883,365 Annual rent paid by Vail Recreation District; to be re-invested in asset maintenance ($168,317)Recreation Facility Maintenance - 22,000 22,000 22,000 2021: Annual $25K for general RETT facility maintenance; $11.2K Synexis MaintGolf Clubhouse - 9,496 9,496 9,496 2021: Wood Trim repairs ($20.2K)Athletic Field Restroom/Storage Building 1,000,000 1,000,000 1,000,000 2022: Placeholder for the replacement of existing restroom/concession with new 2000 sq. ft. restroom/storage buildingGolf Course - Other 41,273 328,478 369,751 369,751 2022: VRD shared cost for 1st hole Timber Path planking ($38.0K), asphalt repairs ($3.3K); 2021: $216K for golf course green project; Re-appropriate $590K for golf course maintenance scheduled in 2020 but not completed; course streambank restoration ($73.8K), maintenance building, HVAC unit ($17.7K), maintenance building heater ($8.9K), maint. building furnace ($9.8M)Dobson Ice Arena 30,514 584,242 614,756 614,756 2022: Rockwall Repairs ($12.8M), concrete walkways ($17.7K); 2021: Re-appropriate $110.7K for paver and roof repairs; Changing Rooms ($78.8), windows replacement ($74.3), heat pumps ($6.3K), rebuild of electrical system ($144.2K), boiler room upgrades ($55K), steel gate ($14.3K), exterior lighting ($22.9), exterior wood trim ($9.3K); Repairs to exterior doors ($80.0K)Ford Park / Tennis Center Improvements 37,934 137,576 175,510 175,510 2022: Wood Siding ($3.9K); Concession/Restroom siding ($12.9K); Drainage-previously budgeted in 2023 ($13.3K); Exterior Doors- previously budgeted in 2023 ($4.6K); 2021: $141K for golf course maintenance scheduled in 2020 but not completed; Repair exterior doors ($9.6K); replace furnace, hot water tank, baseboards ($47.8K), replace windows ($24K); Pickleball Feasibility Study ($10K) Athletic Fields 123,510 115,716 239,226 239,226 2022: Grading and drainage repairs ($136.9K), paint wood trim ($4.5K), paint wood structure ($6.8K); '2021: Coat exterior gypsum board ($3.7K), Repaved parking lot ($8K), Irrigation System ($100K) Gymnastics Center 47,550 235,239 282,789 282,789 2022: Restroom remodel ($42.6K); 2021: Cooling systemTotal VRD-Managed Facilities & Maintenance1,452,481 2,144,412 3,596,893 - 3,596,893 Total Expenditures 12,180,749 6,862,751 19,043,500 498,246 19,541,746 Other Financing Sources (Uses)498246Transfer from General Fund - - 109,546 109,546 Transfer from GF for RETT department salary and benefits Revenue Over (Under) Expenditures(4,245,389) (6,470,318) (10,715,707) (323,700) (11,039,407) Beginning Fund Balance 17,380,340 28,078,477 28,078,477Ending Fund Balance13,134,952$ 17,362,770$ 17,039,070$ 14 July 5, 2022 - Page 27 of 885 2022 1st 2022 2nd 2022 Budget Supplemental Amended Supplemental Amended Revenue Housing Sales Tax -$ 4,075,000$ 4,075,000$ 425,000$ 4,500,000$ Housing Fee in Lieu Annual Collections - - - Transfer in from Capital Projects Fund 2,500,000 1,420,000 3,920,000 (1,420,000) 2,500,000 Workforce Housing Sales - - 1,270,000 1,270,000 Total Revenue 2,500,000 5,495,000 7,995,000 275,000 8,270,000 Expenditures Housing Programs InDeed Program 2,500,000 694,334 3,194,334 3,194,334 Buy Down Housing - 25,609 25,609 25,609 Future Purchases - 100,000 100,000 4,500,000 4,600,000 Pitkin Creek 12-L unit - - 976,288 976,288 Chamonix unit B - - 634,940 634,940 TOV Employee Housing Pitkin Creek 5-P unit - 535,000 535,000 (535,000) - Buffehr Creek Condo #4 (Meadow) - 830,000 830,000 (830,000) - East Vail Lodging Unit #16 - 565,000 565,000 (565,000) - Employee Housing Capital Maintiance - 25,000 25,000 (25,000) - Construction Housing Projects Residences at Main Vail Opportunity Fee - 2,000,000 2,000,000 2,000,000 Land Purchases for future Housing East Vail CDOT Parcel - 2,000,000 2,000,000 2,000,000 Total Expenditures 2,500,000 6,774,943 9,274,943 4,156,228 13,431,171 Operating Income - (1,279,943) (1,279,943) (3,881,228) (5,161,171) Beginning Fund Balance - 5,345,876 5,345,876 Ending Fund Balance -$ (1,279,943)$ 4,065,933$ (3,881,228)$ 184,705$ TOWN OF VAIL 2022 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES AND CHANGES IN FUND BALANCE HOUSING FUND 15 July 5, 2022 - Page 28 of 885 2022 1st 2022 2nd 2022 Budget Supplemental Amended Supplemental Amended Revenue Business Licenses 345,000$ 345,000$ 345,000$ Transfer in from General Fund 2,490,600 (73,515) 2,417,085 8,000 2,425,085 Event Reimbursements/Shared Costs - 152,500 152,500 152,500 Earnings on Investments 1,000 1,000 1,000 Total Revenue 2,836,600 78,985 2,915,585 8,000 2,923,585 Expenditures Commission on Special Events (CSE) CSE Funded Events 759,648 759,648 759,648 CSE Surveys 54,000 54,000 54,000 Education & Enrichment 154,530 (10,000) 144,530 144,530 Signature Events: Bravo! 311,657 311,657 311,657 Vail Jazz Festival 85,000 85,000 85,000 Vail Valley Foundation - Mountain Games 140,000 140,000 140,000 Vail Valley Foundation - GRFA 55,125 55,125 55,125 Vail Valley Foundation - Dance Festival 60,000 60,000 60,000 Snow Days 300,000 300,000 300,000 Spring Back to Vail 300,000 (300,000) - - Town Produced Events: Vail Apre Spring Series - 250,000 250,000 250,000 Employee Celebration & Concert - 75,000 75,000 75,000 Magic of Lights 50,000 50,000 50,000 Revely Vail 145,000 145,000 145,000 Vail Holidays Funding 25,000 25,000 25,000 Vail America Days 80,000 80,000 80,000 NYE/4th of July Display 52,015 63,985 116,000 116,000 Ambient Event Funding: Music in the Villages 250,000 250,000 250,000 Culteral Heritage: Pioneer Weekend - - 8,000 8,000 Other Council Funded Events Collection Fee - General Fund 17,250 17,250 17,250 Total Expenditures 2,839,225 78,985 2,918,210 8,000 2,926,210 Revenue Over (Under) Expenditures (2,625) - (2,625) - (2,625) Beginning Fund Balance 372,374 409,749 409,749 Ending Fund Balance 369,749$ 407,124$ 407,124$ TOWN OF VAIL 2022 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES AND CHANGES IN FUND BALANCE VAIL MARKETING & SPECIAL EVENTS FUND 16 July 5, 2022 - Page 29 of 885 2022 1st 2022 2nd 2022 Budget Supplemental Amended Supplemental Amended Revenue Town of Vail Interagency Charge 3,897,518$ 3,897,518$ 3,897,518$ Insurance Reimbursements & Other 10,000 10,000 10,000 Earnings on Investments 2,000 2,000 2,000 Equipment Sales and Trade-ins 126,890 126,890 126,890 Total Revenue 4,036,408 4,036,408 4,036,408 Expenditures Salaries & Benefits 1,224,934 1,224,934 48,394 1,273,328 Operating, Maintenance & Contracts 1,850,198 45,900 1,896,098 191,000 2,087,098 Capital Outlay 1,055,000 490,796 1,545,796 1,545,796 Total Expenditures 4,130,132 536,696 4,666,828 239,394 4,906,222 Revenue Over (Under) Expenditures (93,724) (536,696) (630,420) (239,394) (869,814) Transfer In from General Fund - - 48,394 48,394 Beginning Fund Balance 2,118,869 2,499,233 2,499,233 Ending Fund Balance 2,025,145$ 1,868,813$ 1,677,813$ TOWN OF VAIL 2022 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES AND CHANGES IN FUND BALANCE HEAVY EQUIPMENT FUND 17 July 5, 2022 - Page 30 of 885 2022 1st 2022 2nd 2022 Budget Supplemental Amended Supplemental Amended Revenue E911 Board Revenue 956,272$ 956,272$ 956,272$ Interagency Charges 1,298,899 1,298,899 1,298,899 Other County Revenues - 10,506 10,506 10,506 Town of Vail Interagency Charge 652,938 652,938 652,938 Earnings on Investments and Other 2,000 2,000 2,000 Total Revenue 2,910,109 10,506 2,920,615 - 2,920,615 Expenditures Salaries & Benefits 2,376,337 2,376,337 113,998 2,490,335 Operating, Maintenance & Contracts 555,065 555,065 555,065 Capital Outlay 20,174 10,506 30,680 30,680 Total Expenditures 2,951,576 10,506 2,962,082 113,998 3,076,080 Revenue Over (Under) Expenditures (41,467) - (41,467) (113,998) (155,465) Transfer In from General Fund - - 113,998 113,998 Beginning Fund Balance 1,453,340 1,686,772 1,686,772 Ending Fund Balance 1,411,873$ 1,645,305$ 1,531,307$ TOWN OF VAIL 2022 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE DISPATCH SERVICES FUND 18 July 5, 2022 - Page 31 of 885 2022 2nd 2022 Budget Supplemental Amended Revenue Rental Income 1,812,841$ 1,812,841$ Other Income 20,219 20,219 Total Revenue 1,833,060 - 1,833,060 Expenditures Operating, Maintenance & Contracts 486,516 50,000 536,516 Capital Outlay 7,050 7,050 Total Expenditures 493,566 50,000 543,566 Operating Income 1,339,494 (50,000) 1,289,494 Non-operating Revenues (Expenses) Interest on Investments 480 480 Loan Principal Repayment to Capital Projects Fund (389,728) (389,728) Interest Payment to Capital Projects Fund (73,315) (73,315) Total Non-operating Revenues (Expenses)(462,563) - (462,563) Revenue Over (Under) Expenditures 876,931 (50,000) 826,931 Beginning Fund Balance 1,183,214 1,183,214 Ending Fund Balance 2,060,145$ 2,010,145$ TOWN OF VAIL 2022 AMENDED PROPOSED BUDGET SUMMARY OF REVENUE, EXPENDITURES AND CHANGES IN FUND BALANCE TIMBER RIDGE FUND 19 July 5, 2022 - Page 32 of 885 2022 1st 2022 2nd 2022 Budget Supplemental Amended Supplemental Amended Revenue Investment Earnings -$ -$ -$ Total Revenue - - - Expenses Capital Outlay - 28,116,258 28,116,258 (653,057) 27,463,201 Total Expenditures - 28,116,258 28,116,258 (653,057) 27,463,201 Revenue Over Expenses - (28,116,258) (28,116,258) 653,057 (27,463,201) Other Financing Sources (Uses) Debt Proceeds - - - Premium on Debt Issuance - - - Original Issuance Discount - - - Debt Issuance Cost - - - Fiscal Agent fees - - - Principal Repayment (315,000) (315,000) (315,000) Interest Expense (905,578) (905,578) (905,578) Transfer from Capital Projects Fund - 6,144,204 6,144,204 6,144,204 Total Other Financing Sources (Uses)(1,220,578) 6,144,204 4,923,626 - 4,923,626 Change in Net Position (1,220,578) (21,972,054) (23,192,632) 653,057 (22,539,575) Net Position- Beginning 21,560,619 22,539,575 22,539,575 Net Position- Ending 20,340,041$ (653,057)$ -$ TOWN OF VAIL 2022 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES AND CHANGES IN FUND BALANCE RESIDENCES AT MAIN VAIL 20 July 5, 2022 - Page 33 of 885 Ordinance No. 14, Series of 2022 ORDINANCE NO. 14 SERIES OF 2022 AN ORDINANCE MAKING BUDGET ADJUSTMENTS TO THE TOWN OF VAIL GENERAL FUND, CAPITAL PROJECTS FUND, REAL ESTATE TRANSFER TAX FUND, HOUSING FUND, MARKETING FUND, HEAVY EQUIPMENT FUND, DISPATCH SERVICES FUND, TIMBER RIDGE FUND, AND RESIDENCES AT MAIN VAIL FUND OF THE 2022 BUDGET FOR THE TOWN OF VAIL, COLORADO; AND AUTHORIZING THE SAID ADJUSTMENTS AS SET FORTH HEREIN; AND SETTING FORTH DETAILS IN REGARD THERETO. WHEREAS, contingencies have arisen during the fiscal year 2022 which could not have been reasonably foreseen or anticipated by the Town Council at the time it enacted Ordinance No. 21, Series of 2021, adopting the 2022 Budget and Financial Plan for the Town of Vail, Colorado; and, WHEREAS, the Town Manager has certified to the Town Council that sufficient funds are available to discharge the appropriations referred to herein, not otherwise reflected in the Budget, in accordance with Section 9.10(a) of the Charter of the Town of Vail; and, WHEREAS, in order to accomplish the foregoing, the Town Council finds that it should make certain budget adjustments as set forth herein. NOW, THEREFORE, BE IT ORDAINED, BY THE TOWN COUNCIL OF THE TOWN OF VAIL, COLORADO that: 1.Pursuant to Section 9.10(a) of the Charter of the Town of Vail, Colorado, the Town Council hereby makes the following budget adjustments for the 2022 Budget and Financial Plan for the Town of Vail, Colorado, and authorizes the following budget adjustments: General Fund $ 562,056 Capital Projects Fund 1,983,522 Real Estate Transfer Tax Fund 498,246 Housing Fund 4,156,228 Marketing Fund 8,000 Heavy Equipment Fund 239,394 Dispatch Services Fund 113,998 Residences at Main Vail Fund (653,057) Timber Ridge Funds 50,000 Interfund Transfers (1,499,938) Total $ 5,458,449 2.If any part, section, subsection, sentence, clause or phrase of this ordinance is for any July 5, 2022 - Page 34 of 885 Ordinance No. 14, Series of 2022 reason held to be invalid, such decision shall not affect the validity of the remaining portions of this ordinance; and the Town Council hereby declares it would have passed this ordinance, and each part, section, subsection, sentence, clause or phrase thereof, regardless of the fact that any one or more parts, sections, subsections, sentences, clauses or phrases be declared invalid. 3. The Town Council hereby finds, determines, and declares that this ordinance is necessary and proper for the health, safety, and welfare of the Town of Vail and the inhabitants thereof. 4. The repeal or the repeal and reenactment of any provision of the Municipal Code of the Town of Vail as provided in this ordinance shall not affect any right which has accrued, any duty imposed, any violation that occurred prior to the effective date hereof, any prosecution commenced, nor any other action or proceedings as commenced under or by virtue of the provision repealed or repealed and reenacted. The repeal of any provision hereby shall not revive any provision or any ordinance previously repealed or superseded unless expressly stated herein. 5. All bylaws, orders, resolutions, and ordinances, or parts thereof, inconsistent herewith are repealed to the extent only of such inconsistency. This repealer shall not be construed to revise any bylaw, order, resolution, or ordinance, or part thereof, theretofore repealed. INTRODUCED, READ, APPROVED, AND ORDERED PUBLISHED ONCE IN FULL ON FIRST READING this 5th day of July 2022, and a public hearing shall be held on this Ordinance on the 19th day of July, 2022, at the regular meeting of the Town Council of the Town of Vail, Colorado, in the Municipal Building of the town. _______________________________ Kim Langmaid, Mayor ATTEST: ___________________________ Tammy Nagel, Town Clerk July 5, 2022 - Page 35 of 885 VA I L TO W N C O UNC I L A G E ND A ME MO I T E M /T O P I C: A n appeal hearing, pursuant to Section 12-3-3, A ppeals, Vail Town Code, to address four (4) separate appeals of the final decision and conditions of approval of the Town of Vail Design Review Board on May 18, 2022, approving a Change to Approved P lans application to amend the design of a proposed residential development on the real property located at 3700 North F rontage Road East/L ot 1, Vail, Colorado, known as the E ast Vail Workforce Housing S ubdivision P RE S E NT E R(S ): J onathan S pence, Planning Manager AC T IO N RE Q UE S T E D O F C O UNC I L: Pursuant to S ection 12-3-3, Vail Town Code, the Vail Town Council must uphold, uphold with modifications, or overturn the Design review B oard’s May 18, 2022, decision. The Town Council must act by motion, with such motion to be approved by a majority of those present. B AC K G RO UND: Vail Corp the Fixed A ssets Department, represented by O Z A rchitecture, requested the final review of a design review board “Change to Approved” application, pursuant to S ection 12-11 Design Review, Vail Town Code, for a new housing development located at 3700 North Frontage Road E ast/L ot 1, E ast Vail Workforce Housing S ubdivision (the “Booth Heights Neighborhood”). On May 18, 2022, the Design Review Board held a public hearing on the Change to Approved P lans application and voted 4-1 (Middleton opposed) to approve the application. AT TAC H ME N TS: Description Staff Memorandum Attachment A. Plan Set Part 1 Attachment A. Plan Set Part 2 Attachment A. Plan Set Part 3 Attachment B. Ford Appeal Attachment C. Grisafi and Reimers Appeal Attachment D. Rutledge Appeal Attachment E. Kiehl Appeal Attachment F. Written Response to Appeal, Vail Resorts, June 29, 2022 2022-04-11 121161 East Vail Housing _D R B Package_Part1 2022-04-11 121161 East Vail Housing _D R B Package_Part2 2022-04-11 121161 East Vail Housing _D R B Package_Part3 2022-04-11 121161 Lot 1 - East Vail Housing_D R B List of Changes Design Review Board - Change to Approved Plans July 5, 2022 - Page 36 of 885 2022-04-19 121161 East Vail Housing - D R B C IV IL S E T 2022-04-22 121161 East Vail Housing - D R B U P D ATE D E X H IB IT S 2022-05-04 121161 East Vail Housing _D R B Package_FIN AL C O MP ILE D_Part1 2022-05-04 121161 East Vail Housing _D R B Package_FIN AL C O MP ILE D_Part2 2022-05-04 121161 East Vail Housing _D R B Package_FIN AL C O MP ILE D_Part3 2022-05-16 121161 Lot 1 - East Vail Housing - D R B Response Letter D R B19-0652 - Lot 1 - East Vail Housing D R B Record Drawings 2022-05-18 Lot 1 D R B Conditions-D R AFT R E S P O N S E-tr R E Lot 1 further O Z response 22-05-18 121161 East Vail Housing _Slide Presentation 2022-05-16 121161 Lot 1 - East Vail Housing - D R B Response Letter 2022-05-18 121161 East Vail Housing _D R B Package_R E V IS E D S U B MIT TAL_F IN AL_Part1 2022-05-18 121161 East Vail Housing _D R B Package_R E V IS E D S U B MIT TAL_F IN AL_Part2 2022-05-18 121161 East Vail Housing _D R B Package_R E V IS E D S U B MIT TAL_F IN AL_Part3 2022.05.04 D R B Agenda Packet_Part1 2022.05.04 D R B Agenda Packet_Part2 2022.05.04 D R B Agenda Packet_Part3 2022.05.18 D R B Agenda Packet_Part1 2022.05.18 D R B Agenda Packet_Part2 2022.05.18 D R B Agenda Packet_Part3 2022.05.18 D R B Agenda Packet_Part4 2022.05.18 D R B Agenda Packet_Part5 action_form.pdf_05-19-2022_62867cca98fc2.msg action_form.pdf_05-19-2022_62867cca98fc2 D R B19-0652.001 Conditions 2022-01-11 Re Lot 1 East Vail Housing 2022-02-03 R E Lot 1 East Vail 2022-04-22 R E Lot 1 - East Vail Housing O Z & Town of Vail 2022-04-27 Lot 1 - East Vail Housing - D R B Change to Approved Plans submittal 2022-05-13 R E May 18, 2022 D R B Meeting Agenda 2022-05-16 R E East Vail Workforce Housing 2022-06-14 Lot 1 - East Vail Housing Monthly Update F W _ East Vail Lot 1 R E Building Height Point 1.4 2019_Workforce_Survey_Report_Final 2022-01-20 R E Lot 1 East Vail Housing O Z Sharefile Link Architectural_Plans_compressed Architectural_Renderings_compressed Attachment_A_Vicinity_Map_-_Booth_Heights_Neighborhood Attachment_B_Applicant_Narrative Attachment_B-2_Triumph_Revised_W MP_080919_FIN AL Attachment_G_-_Survey Attachment_H_Ex1_Parking_Analysis Attachment_I_Ex2_Environmental_Impact_Report July 5, 2022 - Page 37 of 885 Attachment_J_Ex3_W ildlife_Mitigation_Plan Attachment_K_Ex4_Wetland_Delineation_Report Attachment_L_Ex5a_Geologic_Hazards_Analysis Attachment_M_Ex5b_Geologic_Hazards_Memo Attachment_O_Ex6_Traffic_Impact_Study Booth_Heights_Approved_Development_Plan_080919_D R AFT Civil_Plans_compressed_1_of_2 Civil_Plans_compressed_2_of_2 J-1_W ildlife_Mitigation_Plan_Updated_080719 Landscaping_Plans_compressed_5 Landscaping_plans_reduced_and_combined-compressed O-1_Traffic_Engineer_Capacity_Memo_080719 P E C19-0018_Booth_Heights_Development_Plan_Staff_Memo_081219_FIN AL Triumph_Plan_Revision_Memo_080619 2022-01-20 Vail Bus Shelter A-1 A-2 July 5, 2022 - Page 38 of 885 TO: Vail Town Council FROM: Community Development Department DATE: July 5, 2022 SUBJECT: An appeal hearing, pursuant to Section 12-3-3, Appeals, Vail Town Code, to address four (4) separate appeals of the final decision and conditions of approval of the Town of Vail Design Review Board on May 18, 2022, approving a Change to Approved Plans application to amend the design of a proposed residential development on the real property located at 3700 North Frontage Road East/Lot 1, Vail, Colorado, known as the East Vail Workforce Housing Subdivision. (TC22-0001) Appellants: Deborah King Ford, Regina Grisafi & John Reimers, Jill & Robert Rutledge, and Betsey Kiehl Planner: Jonathan Spence I. SUBJECT PROPERTY The subject property is located at 3700 North Frontage Road East/ East Vail Workforce Housing Subdivision, Lot 1, Vail, Colorado, formerly known as ‘Booth Heights’. II. VAIL TOWN COUNCIL JURISDICTION Pursuant to Section 12-3-3C-1 Vail Town Code, the Town Council must hear and decide appeals from any decision, determination, or interpretation by the Design Review Board with respect to the provisions of Title 12, Zoning Regulations, and Title 14, Development Standards, Vail Town Code. III. PROCEDURAL CRITERIA FOR APPEALS Pursuant to Sections 12-3-3C-2 and 12-3-3C-3, Vail Town Code, there are three basic procedural criteria for an appeal: A) Standing of the Appellants Pursuant to Section 12-3-3, Vail Town Code and the determinations made July 5, 2022 - Page 39 of 885 Town of Vail Page 2 10/15/2019 by the Community Development Director, the appellants have standing as aggrieved or adversely affected persons. B) Adequacy of the Notice of the Appeal A copy of the Public Notice of the Vail Town Council, July 5, 2022, Public Hearing was sent to the local newspaper on June 16, 2022, and published on June 20, 2022, pursuant to Section 12-3-3C-3, Vail Town Code. C) Timeliness of the Notice of Appeal Section 12-3-3C-3 of the Vail Town Code requires appeals to be filed within twenty (20) days of the decision being appealed. On or before June 7. 2022, the appellants filed their appeals. IV. SUMMARY The question to be answered by the Vail Town Council regarding this appeal is: Should the May 18, 2022, decision of the Design Review Board be upheld? Pursuant to Section 12-3-3, Vail Town Code, the Vail Town Council must uphold, uphold with modifications, or overturn the Design Review Board’s May 18, 2022, decision. V. BACKGROUND Vail Corp the Fixed Assets Department, represented by OZ Architecture, requested the final review of a design review board “Change to Approved” application, pursuant to Section 12-11 Design Review, Vail Town Code, for a new housing development located at 3700 North Frontage Road East/Lot 1, East Vail Workforce Housing Subdivision (the “Booth Heights Neighborhood”). On May 18, 2022, the Design Review Board held a public hearing on the Change to Approved Plans application and voted 4-1 (Middleton opposed) to approve the application, with conditions, included below: Conditions: 1. The applicant shall demonstrate on the submitted construction documents that the new bus stop shelters will be the typical TOV bus shelter. 2. Prior to commencing any earthwork, the applicant shall provide and implement a tree preservation program for those trees identified to be preserved. July 5, 2022 - Page 40 of 885 Town of Vail Page 3 10/15/2019 3. Prior to building permit submittal, the applicant shall, in good faith, reach out to CDOT to inquire about planting on CDOT property. The applicant shall work with staff to amend the landscape plan if permission is granted. 4. Prior to building permit submittal, the applicant shall obtain fire department approval for related turning movements. VI. APPLICABLE DOCUMENTS The applicable Code sections are Vail Town Code, Title 14, Development Standards of the Vail Town Code, as linked below. https://codelibrary.amlegal.com/codes/vailco/latest/vail_co/0-0-0-28651 VII. DISCUSSION ITEM Should the May 18, 2022, decision of the Design Review Board be upheld? VIII. REQUIRED ACTION Pursuant to Section 12-3-3, Vail Town Code, the Vail Town Council must uphold, uphold with modifications, or overturn the Design review Board’s May 18, 2022, decision. The Town Council must act by motion, with such motion to be approved by a majority of those present. Should the Vail Town Council choose to uphold the decision of the Design Review Board, the following motion is recommended: “I move that the Town Council uphold the May 18, 2022, decision of the Design Review Board, because the DRB properly determined that the Change to Approved application complies with the following sections of Title 14, Chapter 10, of the Vail Town Code: 1. 14-10-3: SITE PLANNING; 2. 14-10-4: ARCHITECTURAL PROJECTIONS, DECKS, BALCONIES, STEPS; BAY WINDOWS, ETC; 3. 14-10-5: BUILDING MATERIALS AND DESIGN; 4. 14-10-6: RESIDENTIAL DEVELOPMENT; 5. 14-10-7: OUTDOOR LIGHTING; 6. 14-10-8: LANDSCAPING, DRAINAGE, AND EROSION CONTROL. Should the Vail Town Council choose to overturn the decision of the Design Review Board, the following motion is recommended: "I move that the Town Council overturn the May 18, 2022, decision of the Design Review July 5, 2022 - Page 41 of 885 Town of Vail Page 4 10/15/2019 Board, because the submitted Change to Approved application fails to comply with the Title 14, Chapter 10, of the Vail Town Code, for the following reasons: [LIST SPECIFIC REASONS HERE]" IX. ATTACHMENTS A. DRB19-0652.001 Plan Set B. Deborah King Ford Appeal C. Regina Grisafi & John Reimers Appeal D. Jill & Robert Rutledge Appeal E. Betsey Kiehl Appeal F. Written Response to Appeal, Vail Resorts, June 29, 2022 with all associated provided attachments. July 5, 2022 - Page 42 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: COVER SHEET NUMBER: A0.0 ISSUED FOR: DESIGN REVIEW BOARD SHEET INDEX PROJECT TEAMPROJECT SUMMARY SHEET NUMBER A0.0 A.002-A A.002-B A.002-C A.002-D A1.0-A A1.0-B A1.1-A A1.1-B A1.4 AA1.S L1.0-A L1.0-B A1.2-A A1.2-B A1:4.0-A A1:4.0-B A1:4.1 A1:4.2-A A1:4.2-B A1:3.0 A1.2.0-A A1.2.0-B A1.2.1-A A1.2.1-B A1.2.5 A2.1 C101 C102 C103 C104 C105 C106 C107 COVER SEQUENCE OF CONSTRUCTION SEQUENCE OF CONSTRUCTION SEQUENCE OF CONSTRUCTION SEQUENCE OF CONSTRUCTION SITE PLAN SITE PLAN UTILITIES SITE PLAN - SITE COVERAGE SITE PLAN GRADING SITE PLAN HARDSCAPE HEIGHT CALCS SITE SECTIONS LANDSCAPE MASTER PLAN LANDSCAPE MASTER PLAN SITE PLAN HARDSCAPE SNOW STACK SITE PLAN HARDSCAPE SNOW STACK DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ROOF PLAN DEED RESTRICTED APT BLDG FLOOR PLANS DEED RESTRICTED APT BLDG FLOOR PLANS DEED RESTRICTED APT BLDG FLOOR PLANS DEED RESTRICTED APT BLDG FLOOR PLANS GRFA CALCS EXTERIOR DETAILS SITE PLAN OVERALL GRADING PLAN ENLARGED GRADING PLAN ENLARGED GRADING PLAN ENLARGED GRADING PLAN ROAD PROFILE UTILITY PLAN SHEET NAME OWNER Vail Resorts 390 Interlocken Crescent Broomfield, CO 80021 Phone: 303.404.1800 ARCHITECT/INTERIORS OZ Architecture 3003 Larimer St. Denver, CO 80205 Phone: 303.861.5704 CIVIL Civil Insights 235 South Ridge St., Unit 2-A PO Box 7644 Breckenridge, CO 80424 Phone: 970.376.4858 SPECIFICATIONS Prospec 934 Tenderfoot Dr. Larksburg, CO 80218 Phone: 303.549.4933 STRUCTURAL IMEG Corp. 1400 Glenarm Pl., Suite 101 Denver, CO 80202 Phone: 303.623.4927 MEP BG BuildingWorks 1626 Cole Blvd., Suite 300 Lakewood, CO 80401 Phone: 303.278.3820 LANDSCAPE Norris Design 409 E. Main St., Suite 207 Frisco, CO 80443 Phone: 970.368.7068 CODE/LIFE SAFETY Shums Coda Associates 4610 Ulster St., Suite 150 Denver, CO 80237 Phone: 303.257.3572 The applicant has become aware of numerous instances where the project, as previously approved, was not in conformance with applicable standards. The purpose of this submittal is to summarize updates to the project since being approved by the DRB on 2/9/2020. The changes outlined below are necessary in order to bring the project into compliance with requirements of the International Building Code, the Americans with Disabilities Act, the Town of Vail Design Guidelines, and the Colorado Department of Transportation, as well as design standards imposed by other local authorities having jurisdiction including Eagle River Water and Sanitation District. Summary list of proposed changes: • Construction Sequencing - adjust to show the workflow from high to low and from west to east on the site, which will be accomplished over multiple building seasons. • Site Design - adjust layout of drives, walks, parking areas, retaining walls, utilities, and buildings to meet TOV/CDOT design requirements, to provide ADA access throughout the project and to meet Building Code requirements. • Landscape Design - adjust to address DRB conditions (stated in letter dated 2020.03.04), PEC conditions (dated 2019.08.26), Wildlife Mitigation Plan (dated 2019.08.16) and TOV/CDOT requirements • Building Design - adjust to address DRB conditions (stated in letter dated 2020.03.04), PEC conditions (dated 2019.08.26), Wildlife Mitigation Plan (dated 2019.08.16), TOV requirements, and Code Issues. N VICINITY MAP NTS SITE LOT 1 EAST VAIL HOUSING RECORD SUBMISSION IN RESPONSE TO: DESIGN REVIEW BOARD (DRB) CONDITIONS OF APPROVAL DATED 2020.03.04 PLANNING & ENVIRONMENTAL COMMISSION (PEC) CONDITIONS OF APPROVAL DATED 2019.08.26 WILDLIFE MITIGATION PLAN DATED 2019.08.16 July 5, 2022 - Page 43 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD APPROVED DRAWINGS FROM PEC SUBMITTAL DATED 2019.08.12 The size, complexity and location of the project and local restrictions on blasting activities will require construction to be completed over multiple building seasons. The landscape berm at the top of the site will need to be completed first in order to stabilize the hillside above the proposed residential development. To meet the TOV requirements regarding deed- restricted housing, the apartment building will need to be the first structure completed and occupied on the site. All wet and dry utilities that serve the apartments will need to be installed, including all site amenities, the proposed bus stops on the adjacent Frontage Road and the path down to them. CONSTRUCTIONSEQUENCING NARRATIVE EAST VAIL HOUSING | EXHIBIT A SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-A July 5, 2022 - Page 44 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD LIMIT OF DISTURBANCE USFS I-70 FRONT A G E R O A D TRACT A AREA AAREA A AREA C BUS S T O P AREA B CONSTRUCTIONSEQUENCING SEQUENCE 1 EAST VAIL HOUSING | EXHIBIT A Construction sequencing will begin with site preparation activities such as over lot grading, construction of the rockfall wall, and installation of major infrastructure elements as outlined below. • Sequence 1 mobilization: July 1, 2022 • Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23) • Sequence 1 remobilization of heavy site construction: June 1, 2023 • Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023 • Sequence 2 Completion: December 1, 2024 1 AREA A –Site Grading –Utilities –Retaining Walls –Apartment Building –Fire Turn around –Trail Connection –Bus Stops –Site Drainage –Wildlife Fencing Easement –Amenity Space –Planting AREA B –Roadway Grading –Building Pad Grading AREA C –Rockfall Berm Grading and Associated Planting –Retaining Walls Construction sequencing plan updates SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-B 1 PROPOSED CONSTRUCTION SEQUENCE: 1 July 5, 2022 - Page 45 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver 2 Sequence 2 completes roadway improvements and constructs the included townhome buildings with associated landscape. • Sequence 1 mobilization: July 1, 2022 • Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23)• Sequence 1 remobilization of heavy site construction: June 1, 2023 • Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023 • Sequence 2 Completion: December 1, 2024 2 AREA A –Sequence 1 completed AREA B –Townhome buildings A-H –Road extension –Fire turn-around –Planting AREA C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: 2 Construction sequencing plan updates LIMIT OF DISTURBANCE AREA B USFS I-70 FRONT A G E R O A D BUS S T O P TRACT A AREA A AREA C CONSTRUCTIONSEQUENCING SEQUENCE 2 ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT A SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-C July 5, 2022 - Page 46 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver The development is proposed to be constructed with only a few buildings at one time. In order to meet the requirements for at least 70% of the Gross Residential Floor Area (GRFA) of the site to be deed-restricted employee housing units at any time, a construction timing plan has been provided. The plan generally calls for development starting on the west end of the site. The rockfall wall shall be graded and landscaped first, with the grading of the whole site to follow. The rental apartment building is to be constructed first. The final stage in construction is planned for Buildings A, B, C, D, E, F, G, and H. • Sequence 1 mobilization: July 1, 2022 • Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23) • Sequence 1 remobilization of heavy site construction: June 1, 2023 • Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023• Sequence 2 Completion: December 1, 2024 1 Area A –Sequence 1 completed Area B –Sequence 2 completed Area C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: ALL Construction sequencing plan updates LIMIT OF DISTURBANCE AREA A AREA B AREA C USFS I-70 FRONT A G E R O A D TRACT A BUS S T O P CONSTRUCTIONSEQUENCING FULL BUILD OUT ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT A SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-D 1 July 5, 2022 - Page 47 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN SHEET NUMBER: A1.0-A A1.0 1" = 40'-0"1 SITE PLAN 3 5 8 6 5 13 6 5 PROPOSED DESIGN As noted herein, the applicant has become aware of numerous inaccuracies with the site design presented in the previously approved DRB submittal. Although many of the refinements to the site design described in this package are interrelated, the adjustments necessary to bring the site design into conformance with accepted standards and practices and requirements of the authorities having jurisdiction can generally be attributed to ten specific issues, as outlined below. EAST VAIL HOUSING | EXHIBIT B APPROVED DRAWING FROM DRB PACKAGE DATED 2020.02.24 SITE DESIGN NARRATIVE 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 48 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN UTILITIES SHEET NUMBER: A1.0-B 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. 14 PROPOSED DESIGN Utility design has been updated to conform to Eagle River Water and Sanitation District standards. Proposed design includes a looped water system and a redesign of fire hydrants to include dedicated lines. EAST VAIL HOUSING | EXHIBIT C APPROVED DRAWING FROM PEC PACKAGE DATED 2019.08.05 SITE DESIGN UTILITIES ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 49 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN SITE COVERAGE SHEET NUMBER: A1.1-A EXHIBIT SHOWING CHANGE IN BUILDING FOOTPRINT LOCATION SITE DESIGN BUILDING FOOTPRINT 7 EAST VAIL HOUSING | EXHIBIT D This exhibit overlays the building footprints from the previously approved DRB/PEC submittal (green dashed line) and the current design. The floorplan and building footprint did not match in the previous submittals. 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 50 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN GRADING SHEET NUMBER: A1.1-B 9 4 10 PROPOSED DESIGN Refinement of grading throughout typical design development. EAST VAIL HOUSING | EXHIBIT E SITE DESIGN GRADING 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 51 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN HARDSCAPE HEIGHT CALCS SHEET NUMBER: A1.4 A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RIDGE 161'-0" T.O. RIDGE 150'-6" T.O. RID G E 113'-6" T.O. RIDGE 114'-6" T.O. RI D G E 125'-0" T.O. RI D G E 113'- 6 " T.O. R I D G E 114'-6 " T.O. R I D G E 125'- 0 " T.O. R I D G E 113'-6" T.O. RI D G E 114'-6" T.O. RI D G E 125'-0" T.O. RID G E 113'-6" T.O. RI D G E 114'-6" T.O. RI D GE 125'-0" T.O. RI D GE 122'- 0" T.O. RIDG E 137'- 0 " T.O. R IDGE 125'-0" T.O. R I D G E 146'-0" T.O. RI D G E 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0 " T.O. RI D G E 141'-0" T.O. RI D G E 139'-0" T.O. SLOP E 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOP E TH-A TH-B TH-C TH-D TH-E TH-F TH-G TH-H ZONE A ZONE B ZONE C DRIVE W A Y PARKI N G 24 4 7 9 7 8 DRIVE W A Y MONU M E N T SIGN (2) NE W T R A N S I T S T O P S ; B U S SHELT E R S T O B E C O N S T R U C T E D PER T. O . V . S T A N D A R D S PROP O S E D C O N S T R U C T I O N SEQU E N C I N G -PART 2 PROP O S E D C O N S T R U C T I O N SEQU E N C I N G -PART 1 PROP O S E D C O N S T R U C T I O N SEQU E N C I N G -PART 3 PROP O S E D C O N S T R U C T I O N SEQU E N C I N G -PART 2 DOCU M E N T E D WETL A N D S T O B E PROT E C T E D D U R I N G CONS T R U C T I O N ACTIVI T E S , R E : S U R V E Y L0 L1 L1 L1 L0 L0 L0.5 L0.5VAN1 5550 49 41 40 31 27 28 30 ROCK ROCK ROCK ROCK FIRE H Y D R A N T LIGHT B O L L A R D -14 LO C A T I O N S LIGHT P O L E -5 LOC A T I O N S TRAS H E N C L O S U R E BIKE R A C K -4 LOC A T I O N S SITE S I G N A G E S I G N BUS S T O P NOT I N C O N T R A C T ( N I C ) SITE P L A N L E G E N D POINT O F E N T R Y POINT O F E M E R G E N C Y E G R E S S ACCE S S I B L E P A R K I N G O R ACCE S S I B L E E N T R Y P O I N T ACCE S S I B L E R O U T E SITE W A L L , R E : C I V I L & LAN D S C A P E SNOW S T O R A G E LIMIT O F S C O P E O F W O R K ACCE S S I B L E U N I T WETL A N D S RETAI N I N G W A L L -TYPE 1 PARKI N G S T A L L N O . ( S E Q U E N C E 2 O N L Y ) PROP E R T Y L I N E SETBA C K L I N E CENT E R L I N E 2' CON T O U R S ( E X I S T I N G ) NEW C O N T O U R S ( P R O P O S E D ) ## ZONE A ZONE B ZONE C 8407.41 8405.91 8408.91 8411.9 1 8408 8404.0 8 8402.5 8 8398.0 8 8399.5 8 8396.5 8 8405.41 8417.4 1 N M L K J I H E FDCA PERIM E T E R = 5 6 2 ' - 0 " L1 - 8 4 0 5 . 9 1 L0 - 8 3 9 5 . 0 8 L1 - 8 4 0 8 . 9 1 L0 - 8 3 9 8 . 0 8 L1 - 8 4 1 1 . 9 1 L0 - 8 4 0 1 . 0 8 8406.91B 8412.91G ELEVA T I O N L O W POINT W I T H I N 6 ' O F THE E X T E R I O R WALL - T Y P 6' ZON E F R O M EXTER I O R W A L L 8407.41 8416.9 1 8408.91 8402.5 8 8398.0 8 8402 8399.5 8 8416.9 1 RETAINING WALL RETAI N I N G W A L L RETAI N I N G W A L L RETAINING WALL10' - 0"24' - 5"9' - 7"24' - 6"67' - 6"9' - 7" 24' - 6" 9' - 6" 24' - 6" 9' - 7"67' - 6"24' - 6" 9' - 7" 24' - 5" 67' - 6" 9' - 7" 2 4 ' - 6 " 9 ' - 6 " 2 4 ' - 6 " 9 ' - 7 " 67' - 6" O T U P Q R S V 840810' - 0"10' - 0"8412.91 RETAINING WALLWINDOW WELLS EXTENDING 3' FROM THE WALL -TYP GRADE PLANE: 8405.95LEVEL 0A: 8395.08LEVEL 1A: 8405.91 LEVEL 0B: 8398.08LEVEL 1B: 8408.91 LEVEL 0C: 8401.08LEVEL 1C: 8411.911/2"2' - 11 1/2"5' - 11 1/2"10' - 10"10' - 10"10' - 10"ZONEA ZONEB ZONEC3' - 0"3' - 0"TOTAL B U I L D I N G G F R A EXCLU D E C O M M O N G F R A EXCLU D E B E L O W G R A D E G R F A TOAL T . O . V . G R F A = 43,311 S F 8,899 S F 3,359.3 7 S F 31,052. 6 3 S F GROSS FLOOR AR E A LEVEL 0 BUILDING COMMUNITY ROOM / STORAGE 2 BEDROO M U N I T S 3 BED R O O M U N I T S 4 BED R O O M U N I T S 2,442 S F 1,911 S F LEVEL 1 8,899 S F LEVEL 2 LEVEL 3 FLOOR TOTAL S 2,647 SF 1,899 S F FINISH E D TOTAL S F 2 UNIT S 8 UNIT S 4 UNIT S 4 UNIT S 18 UNI T S 1 UNIT 1 UNIT 2 UNIT S 1 UNIT 4 UNIT S 4 UNIT S 11 UNI T S 4,964 S F 9,600 S F 9,924 S F 9,924 S F 34,412 S F 7,611 S F 12,042 S F 11,835 S F 11,823 S F 43,311 S F PROJ. N O . DRAWN: CHECKE D : DATE: © OZ A R C H I T E C T U R E SCALE: SHEET N U M B E R SHEET T I T L E : ISSUED F O R : APPROV E D : 3003 L a r i m e r S t r e e t Denver , C o l o r a d o 8 0 2 0 5 phone 3 0 3 . 8 6 1 . 5 7 0 4 www.o z a r c h . c o m ARCHI T E C T U R E ®5/1/2022 8:07:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indi c a t e d LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161 . 0 0 OH TR 2022/0 3 / 2 5 OVER A L L S I T E C O D E PLAN & S U M M A R Y G-100 LOT 1 - E A S T V A I L HOUSI N G Approv e r 1" = 40' - 0 " 1 OVER A L L S I T E P L A N PROJEC T NORTH TRUE NORTH 0'20' 40' 80' 160' 9.00° CODE P L A N N O T E S 1 B U I L D I N G S H A L L B E S P R I N K L E R E D T H R O U G H O U T I N A C C O R D ANCE W I T H I B C CHAPT E R 9 A N D N F P A 1 3 - R . P R O V I D E D R Y S P R I N K L E R S Y S T EM W H E R E APPR O P R I A T E A N D A T A L L U N C O N D I T I O N E D L O C A T I O N S . F I R E PRO T E C T I O N ENGIN E E R I N G B Y O T H E R S . 2 A R E A O F R E F U G E I S N O T R E Q U I R E D P E R 1 0 0 7 . 3 E X C E P T I O N NO.3 . 3 S E E G - 5 0 0 S E R I E S S H E E T S F O R L I S T E D A S S E M B L I E S F O R FLOO R / C E I L I N G S , ROOF/ C E I L I N G S , E X T E R I O R W A L L S , A N D P A R T I T I O N S . L I S TED FI R E - R E S I S T I V E ASSE M B L I E S M A Y B E S U B S T I T U T E D W I T H A P P R O V A L O F A U T H ORITY H A V I N G JURIS D I C T I O N A N D A R C H I T E C T . 4 S E E D O O R S C H E D U L E , S H E E T A - 6 1 0 F O R D O O R R A T I N G S . A LL RA T E D D O O R S T O COMP L Y W I T H I B C 7 1 6 5 A L L P E N E T R A T I O N S T H R O U G H F L O O R S A N D R A T E D W A L L S T O BE FI R E S T O P P E D IN AC C O R D A N C E W I T H I B C C H A P T E R 7 . 6 T H E G C I S T O C O O R D I N A T E F I R E D E P A R T M E N T C O N N E C T I O N (FDC) L O C A T I O N WITH A U T H O R I T Y H A V I N G J U R I S D I C T I O N A N D A R C H I T E C T . 7 T H E G C I S T O C O O R D I N A T E K N O X B O X L O C A T I O N W I T H F I R E DEP A R T M E N T A N D ARCHI T E C T . 5.98 Zone C @ L 1 t o G P AVG G P = 8 4 0 5 . 9 3 Total = 5 6 2 . 0 8 4 7 2 4 8 0 2 . 4 V 8407.4 1 8 4 0 7 . 4 1 1 6 8 1 4 . 8 2 8 4 0 7 . 4 2 4 . 4 2 2 0 5 3 0 9 . 0 U 8 4 0 2 8 4 0 2 1 6 8 0 4 . 0 0 8 4 0 2 . 0 9 . 5 7 9 8 1 9 . 0 T 8396.5 8 8 4 0 2 1 6 7 9 8 . 5 8 8 3 9 9 . 3 2 4 . 5 2 0 5 7 8 2 . 6 S 8396.5 8 8 3 9 6 . 5 8 1 6 7 9 3 . 1 6 8 3 9 6 . 6 6 7 . 5 5 6 6 7 6 9 . 2 R 8 3 9 9 . 5 8 8 3 9 6 . 5 8 1 6 7 9 6 . 1 6 8 3 9 8 . 1 9 . 5 7 9 7 8 1 . 8 Q 8 3 9 8 . 0 8 8 3 9 9 . 5 8 1 6 7 9 7 . 6 6 8 3 9 8 . 8 2 4 . 5 2 0 5 7 7 1 . 3 P 8398.0 8 8 3 9 8 . 0 8 1 6 7 9 6 . 1 6 8 3 9 8 . 1 9 . 5 7 9 7 8 1 . 8 O 8 3 9 9 . 5 8 8 3 9 8 . 0 8 1 6 7 9 7 . 6 6 8 3 9 8 . 8 2 4 . 5 2 0 5 7 7 1 . 3 N 8 4 0 2 . 5 8 8 3 9 9 . 5 8 1 6 8 0 2 . 1 6 8 4 0 1 . 1 9 . 5 7 9 8 1 0 . 3 M 8 4 0 4 . 0 8 8 4 0 2 . 5 8 1 6 8 0 6 . 6 6 8 4 0 3 . 3 6 7 . 5 5 6 7 2 2 4 . 8 L 8408 8 4 0 4 . 0 8 1 6 8 1 2 . 0 8 8 4 0 6 . 0 2 4 . 5 2 0 5 9 4 8 . 0 K 8408 8 4 0 8 1 6 8 1 6 . 0 0 8 4 0 8 . 0 9 . 5 8 8 0 5 4 8 . 6 J 8416.91 84 1 6 . 9 1 1 6 8 3 3 . 8 2 8 4 1 6 . 9 2 4 . 4 2 2 0 5 5 4 0 . 9 I 8416.91 8417.41 1 6 8 3 4 . 3 2 8 4 1 7 . 2 6 7 . 5 5 6 8 1 5 8 . 3 H 8411.91 8411.91 16823.82 8 4 1 1 . 9 9 . 5 8 8 0 5 8 6 . 1 G 8412.91 8411.91 16824.82 8412.4 1 0 8 4 1 2 4 . 1 F 8412.41 8412.41 16824.82 8412.4 24.5 2 0 6 1 0 4 . 0 E 8408.91 8408.91 16817.82 8408.9 9.5 79884.6D 8406.91 8408.91 16815.82 8407.9 24.5 205993.8C 8405.91 8406.91 16812.82 8406.4 10 84064.1B8405.91 8405.91 16811.82 8405.9 9.58 80528.6A8407.41 8407.41 16814.82 8407.4 67.5 567500.2Segment Start End Subtotal 1 Subtotal 2 Length Length(S2)Grade Plane Calculations +1 8 .3 +1 8 +1 7 +4 0 1 .5 +4 0 1 .6 0 +4 0 1 .9 7 +4 0 5 .4 5 +4 0 9 .8 1+4 0 7 .6 3 +1 4 .2 1 +1 4 .4 3 +1 2 .5 9+1 2 .4 9 +4 0 9 .9 5+4 0 9 .9 1 +4 1 2 .6 4+1 0 .8 0+1 0 .8 0 +1 1 .5 2+1 1 .5 2 +1 4 .3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 0 6 +4 0 7 +4 1 3 +4 0 2 +4 0 8 +4 0 9 +4 1 4 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +4 1 7 +4 0 6 +4 1 2 +4 1 3 +4 0 8 +4 2 4 +4 1 6 +4 1 0 +4 3 0 +4 2 0 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +9 9 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +8 7 .3 +9 0 .3 +9 1 .6 +9 4 .6 +9 5 .9 +9 8 .9 +9 9 .1 +9 9 .0 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 1 .6+4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 4 .5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3 .1+4 0 6 .1+4 0 6 .2 +9 6 .0 +9 9 .0 +4 0 1 .3 +4 0 4 .3 +4 0 7 .5 +4 0 7 .4 +4 0 1 .0 +4 0 7 .5 +4 0 7 .4 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +4 0 2 .2+4 0 5 .2 +4 0 6 .5+4 0 9 .5 +4 1 0 .8+4 1 3 .8 +4 0 4 .0+4 0 7 .0 +4 0 8 .3+4 1 1 .3 +4 1 2 .6+4 1 5 .6 +9 6 .9 +9 6 .0 +9 3 .0 +9 1 .7 +8 8 .7 +9 6 .0 +9 3 .0+9 1 .7 +8 8 .7 +8 7 .4 +8 4 .4 +8 3 .1 +8 0 .1 +8 4 .4 +8 1 .2 +9 7 .1 +4 0 7 .5+4 0 9 .5+4 1 0 .8 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 5 .6 +9 8 .0 +4 0 1 .0 +4 0 2 .3+4 0 4 .1 9 2 .0 + 9 2 .0 + 9 5 .0 + 9 6 .3 + 9 9 .3 + 9 5 .0 + 9 6 .3 + 9 9 .3 + +4 0 1 .6 +4 0 5 .1+4 0 8 .1 +4 0 9 .4+4 1 2 .4 +4 0 6 .0+4 0 9 .0 +4 1 0 .3+4 1 2 .0 +4 0 8 .0+4 1 1 .0 +4 1 2 .3 +4 0 0 .1 +1 7 +2 4 +1 7 +1 1 +1 8 +2 5 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64 FFE FLR 0: 8398.64 FFE FLR 1: 8412.64 FFE FLR 0: 8401.64 FFE FLR 1: 8415.64 FFE FLR 0: 8404.64 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM +1 8 .3 +1 8 +1 7 +4 0 1 .5 +4 0 1 .6 0 +4 0 1 .9 7 +4 0 5 .4 5 +4 0 9 .8 1+4 0 7 .6 3 +1 4 .2 1 +1 4 .4 3 +1 2 .5 9+1 2 .4 9 +4 0 9 .9 5+4 0 9 .9 1 +4 1 2 .6 4+1 0 .8 0+1 0 .8 0 +1 1 .5 2+1 1 .5 2 +1 4 .3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 0 6 +4 0 7 +4 1 3 +4 0 2 +4 0 8 +4 0 9 +4 1 4 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +4 1 7 +4 0 6 +4 1 2 +4 1 3 +4 0 8 +4 2 4 +4 1 6 +4 1 0 +4 3 0 +4 2 0 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +9 9 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +8 7 .3 +9 0 .3 +9 1 .6 +9 4 .6 +9 5 .9 +9 8 .9 +9 9 .1 +9 9 .0 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 1 .6+4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 4 .5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3 .1+4 0 6 .1+4 0 6 .2 +9 6 .0 +9 9 .0 +4 0 1 .3 +4 0 4 .3 +4 0 7 .5 +4 0 7 .4 +4 0 1 .0 +4 0 7 .5 +4 0 7 .4 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +4 0 2 .2+4 0 5 .2 +4 0 6 .5+4 0 9 .5 +4 1 0 .8+4 1 3 .8 +4 0 4 .0+4 0 7 .0 +4 0 8 .3+4 1 1 .3 +4 1 2 .6+4 1 5 .6 +9 6 .9 +9 6 .0 +9 3 .0 +9 1 .7 +8 8 .7 +9 6 .0 +9 3 .0+9 1 .7 +8 8 .7 +8 7 .4 +8 4 .4 +8 3 .1 +8 0 .1 +8 4 .4 +8 1 .2 +9 7 .1 +4 0 7 .5+4 0 9 .5+4 1 0 .8 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 5 .6 +9 8 .0 +4 0 1 .0 +4 0 2 .3+4 0 4 .1 9 2 .0 + 9 2 .0 + 9 5 .0 + 9 6 .3 + 9 9 .3 + 9 5 .0 + 9 6 .3 + 9 9 .3 + +4 0 1 .6 +4 0 5 .1+4 0 8 .1 +4 0 9 .4+4 1 2 .4 +4 0 6 .0+4 0 9 .0 +4 1 0 .3+4 1 2 .0 +4 0 8 .0+4 1 1 .0 +4 1 2 .3 +4 0 0 .1 +1 7 +2 4 +1 7 +1 1 +1 8 +2 5 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64 FFE FLR 0: 8398.64 FFE FLR 1: 8412.64 FFE FLR 0: 8401.64 FFE FLR 1: 8415.64 FFE FLR 0: 8404.64 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RIDGE 161'-0" T.O. RIDGE 150'-6" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RID GE 114'-6" T.O. RIDGE 125'-0" T.O. RID GE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 122'-0" T.O. RIDGE 137'-0" T.O. RIDG E 125'-0" T.O. RIDGE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Point Height Finish Floor Roof Elevation Height from most Restrictive Most Restrictive Grade Zone A POINT 1.1 8390 8397.38 43.96 8394.33 8438.29 48.29 8390 POINT 1.2 8385 8395.08 49.63 8394.33 8443.96 58.96 8385 POINT 1.3 8383 8393.3 43.96 8394.33 8438.29 55.29 8383 POINT 1.4 8386 8399.17 50.85 8394.33 8445.18 59.18 8386 POINT 1.5 8390 8410.18 43.96 8394.33 8438.29 48.29 8390 POINT 1.6 8396 8403.79 49.63 8394.33 8443.96 47.96 8396 POINT 1.7 8400 8412.29 43.96 8395.08 8439.04 39.04 8400 POINT 1.8 8403 8405 50.85 8394.33 8445.18 42.18 8403 Zone B POINT 2.1 8393 8399.09 49.9 8397.33 8447.23 54.23 8393 POINT 2.2 8398 8406.91 49.9 8397.33 8447.23 49.23 8398 POINT 2.3 8397 8402.87 47.6 8397.33 8444.93 47.93 8397 POINT 2.4 8403 8405 61.18 8397.33 8458.51 55.51 8403 POINT 2.5 8405 8408.88 58.85 8397.33 8456.18 51.18 8405 POINT 2.6 8408 8410 58.85 8397.33 8465 57 8408 Zone C POINT 3.1 8398 8403.58 49.93 8400.33 8450.26 52.26 8398 POINT 3.2 8401 8403.58 55.64 8400.33 8455.97 54.97 8401 POINT 3.3 8404 8403.58 49.97 8400.33 8450.3 46.72 8403.58 POINT 3.4 8407 8412.91 49.93 8400.33 8450.26 43.26 8407 POINT 3.5 8410 8414.03 55.64 8400.33 8455.97 45.97 8410 POINT 3.6 8414 8414.41 49.97 8400.33 8450.3 36.3 8414 Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Roof Elevation Height from most Restrictive Most Restrictive Grade Building 1 POINT 1.1 8390 8395 8439 49 8390 POINT 1.2 8385 8394.9 8444.9 60 8385 POINT 1.3 8383 8394.9 8438.9 56 8383 POINT 1.4 8386 8402 8446 60 8386 POINT 1.5 8390 8404 8439 49 8390 POINT 1.6 8396 8406 8444 49 8396 POINT 1.7 8400 8406.9 8438.9 38.9 8400 POINT 1.8 8403 8407 8446 43 8403 Building 2 POINT 2.1 8393 8396.5 8416.5 23.5 8393 POINT 2.2 8398 8399 8445 47 8398 POINT 2.3 8397 8399 8443.5 46.5 8397 POINT 2.4 8403 8409 8462 60 8403 POINT 2.5 8405 8411.9 8448.9 43.9 8405 POINT 2.6 8408 8414 8460 52 8408 Building 3 POINT 3.1 8398 8402 8446 48 8398 POINT 3.2 8401 8404.4 8454.4 53.4 8401 POINT 3.3 8404 8409 8451 47 8404 POINT 3.4 8407 8414 8461 54 8407 POINT 3.5 8410 8416 8457 47 8410 POINT 3.6 8414 8418 8454 40 8414 N 1.1 2.3 3.3 1.7 3.6 1.8 2.61.2 3.2 1.6 2.5 3.51.3 2.1 3.1 1.5 2.2 3.4 1.4 2.4 4 EAST VAIL HOUSING | EXHIBIT F APPROVED DRAWINGS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN SITE DESIGN GRADING SITE SECTION 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading and roof form to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall wall design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards.ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 52 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE SECTIONS SHEET NUMBER: AA1.S AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPER T Y LI N E LOT L INE AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPERTY LINELOT LINE AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPER T Y L I N E LOT L INE 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8442' -5"PROPERTY LINESETBACK LINE17' - 7 3/4"2' - 6 1/2"8455' -6" CRAWLSPACE MAX. BUILDING HEIGHT FROM GRADE: 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8411' -2" 8422' -0" 8432' -1" FFE FLR 1: 8405.16 FFE FLR 0: 8394.33 FFE FLR 1: 8408.16 FFE FLR 0: 8397.33 FFE FLR 1: 8411.16 FFE FLR 0: 8400.33 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:24:45 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8442' -5"PROPERTY LINESETBACK LINE17' - 7 3/4"2' - 6 1/2"8455' -6" CRAWLSPACE MAX. BUILDING HEIGHT FROM GRADE: 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8411' -2" 8422' -0" 8432' -1" FFE FLR 1: 8405.16 FFE FLR 0: 8394.33 FFE FLR 1: 8408.16 FFE FLR 0: 8397.33 FFE FLR 1: 8411.16 FFE FLR 0: 8400.33 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:24:45 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1SITE SECTION 1" = 20'-0"2SITE PLAN DIAGRAM +1 8 .3 +1 8 +1 7 +4 0 1 .5 +4 0 1 .6 0 +4 0 1 .9 7 +4 0 5 .4 5 +4 0 9 .8 1+4 0 7 .6 3 +1 4 .2 1 +1 4 .4 3 +1 2 .5 9+1 2 .4 9 +4 0 9 .9 5+4 0 9 .9 1 +4 1 2 .6 4+1 0 .8 0+1 0 .8 0 +1 1 .5 2+1 1 .5 2 +1 4 .3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 0 6 +4 0 7 +4 1 3 +4 0 2 +4 0 8 +4 0 9 +4 1 4 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +4 1 7 +4 0 6 +4 1 2 +4 1 3 +4 0 8 +4 2 4 +4 1 6 +4 1 0 +4 3 0 +4 2 0 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +9 9 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +8 7 .3 +9 0 .3 +9 1 .6 +9 4 .6 +9 5 .9 +9 8 .9 +9 9 .1 +9 9 .0 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 1 .6+4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 4 .5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3 .1+4 0 6 .1+4 0 6 .2 +9 6 .0 +9 9 .0 +4 0 1 .3 +4 0 4 .3 +4 0 7 .5 +4 0 7 .4 +4 0 1 .0 +4 0 7 .5 +4 0 7 .4 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +4 0 2 .2+4 0 5 .2 +4 0 6 .5+4 0 9 .5 +4 1 0 .8+4 1 3 .8 +4 0 4 .0+4 0 7 .0 +4 0 8 .3+4 1 1 .3 +4 1 2 .6+4 1 5 .6 +9 6 .9 +9 6 .0 +9 3 .0 +9 1 .7 +8 8 .7 +9 6 .0 +9 3 .0+9 1 .7 +8 8 .7 +8 7 .4 +8 4 .4 +8 3 .1 +8 0 .1 +8 4 .4 +8 1 .2 +9 7 .1 +4 0 7 .5+4 0 9 .5+4 1 0 .8 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 5 .6 +9 8 .0 +4 0 1 .0 +4 0 2 .3+4 0 4 .1 9 2 .0 + 9 2 .0 + 9 5 .0 + 9 6 .3 + 9 9 .3 + 9 5 .0 + 9 6 .3 + 9 9 .3 + +4 0 1 .6 +4 0 5 .1+4 0 8 .1 +4 0 9 .4+4 1 2 .4 +4 0 6 .0+4 0 9 .0 +4 1 0 .3+4 1 2 .0 +4 0 8 .0+4 1 1 .0 +4 1 2 .3 +4 0 0 .1 +1 7 +2 4 +1 7 +1 1 +1 8 +2 5 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64 FFE FLR 0: 8398.64 FFE FLR 1: 8412.64 FFE FLR 0: 8401.64 FFE FLR 1: 8415.64 FFE FLR 0: 8404.64 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM +1 8 .3 +1 8 +1 7 +4 0 1 .5 +4 0 1 .6 0 +4 0 1 .9 7 +4 0 5 .4 5 +4 0 9 .8 1+4 0 7 .6 3 +1 4 .2 1 +1 4 .4 3 +1 2 .5 9+1 2 .4 9 +4 0 9 .9 5+4 0 9 .9 1 +4 1 2 .6 4+1 0 .8 0+1 0 .8 0 +1 1 .5 2+1 1 .5 2 +1 4 .3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 0 6 +4 0 7 +4 1 3 +4 0 2 +4 0 8 +4 0 9 +4 1 4 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +4 1 7 +4 0 6 +4 1 2 +4 1 3 +4 0 8 +4 2 4 +4 1 6 +4 1 0 +4 3 0 +4 2 0 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +9 9 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +8 7 .3 +9 0 .3 +9 1 .6 +9 4 .6 +9 5 .9 +9 8 .9 +9 9 .1 +9 9 .0 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 1 .6+4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 4 .5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3 .1+4 0 6 .1+4 0 6 .2 +9 6 .0 +9 9 .0 +4 0 1 .3 +4 0 4 .3 +4 0 7 .5 +4 0 7 .4 +4 0 1 .0 +4 0 7 .5 +4 0 7 .4 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +4 0 2 .2+4 0 5 .2 +4 0 6 .5+4 0 9 .5 +4 1 0 .8+4 1 3 .8 +4 0 4 .0+4 0 7 .0 +4 0 8 .3+4 1 1 .3 +4 1 2 .6+4 1 5 .6 +9 6 .9 +9 6 .0 +9 3 .0 +9 1 .7 +8 8 .7 +9 6 .0 +9 3 .0+9 1 .7 +8 8 .7 +8 7 .4 +8 4 .4 +8 3 .1 +8 0 .1 +8 4 .4 +8 1 .2 +9 7 .1 +4 0 7 .5+4 0 9 .5+4 1 0 .8 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 5 .6 +9 8 .0 +4 0 1 .0 +4 0 2 .3+4 0 4 .1 9 2 .0 + 9 2 .0 + 9 5 .0 + 9 6 .3 + 9 9 .3 + 9 5 .0 + 9 6 .3 + 9 9 .3 + +4 0 1 .6 +4 0 5 .1+4 0 8 .1 +4 0 9 .4+4 1 2 .4 +4 0 6 .0+4 0 9 .0 +4 1 0 .3+4 1 2 .0 +4 0 8 .0+4 1 1 .0 +4 1 2 .3 +4 0 0 .1 +1 7 +2 4 +1 7 +1 1 +1 8 +2 5 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64 FFE FLR 0: 8398.64 FFE FLR 1: 8412.64 FFE FLR 0: 8401.64 FFE FLR 1: 8415.64 FFE FLR 0: 8404.64 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPER T Y LI N E LOT L INE +1 8 .3 +1 8 +1 7 +4 0 1 .5 +4 0 1 .6 0 +4 0 1 .9 7 +4 0 5 .4 5 +4 0 9 .8 1+4 0 7 .6 3 +1 4 .2 1 +1 4 .4 3 +1 2 .5 9+1 2 .4 9 +4 0 9 .9 5+4 0 9 .9 1 +4 1 2 .6 4+1 0 .8 0+1 0 .8 0 +1 1 .5 2+1 1 .5 2 +1 4 .3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 0 6 +4 0 7 +4 1 3 +4 0 2 +4 0 8 +4 0 9 +4 1 4 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +4 1 7 +4 0 6 +4 1 2 +4 1 3 +4 0 8 +4 2 4 +4 1 6 +4 1 0 +4 3 0 +4 2 0 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +9 9 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +8 7 .3 +9 0 .3 +9 1 .6 +9 4 .6 +9 5 .9 +9 8 .9 +9 9 .1 +9 9 .0 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 1 .6 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 4 .5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3 .1+4 0 6 .1+4 0 6 .2 +9 6 .0 +9 9 .0 +4 0 1 .3+4 0 4 .3 +4 0 7 .5 +4 0 7 .4 +4 0 1 .0 +4 0 7 .5 +4 0 7 .4 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +4 0 2 .2+4 0 5 .2 +4 0 6 .5+4 0 9 .5 +4 1 0 .8 +4 1 3 .8 +4 0 4 .0+4 0 7 .0 +4 0 8 .3+4 1 1 .3 +4 1 2 .6 +4 1 5 .6 +9 6 .9 +9 6 .0 +9 3 .0 +9 1 .7 +8 8 .7 +9 6 .0 +9 3 .0+9 1 .7 +8 8 .7 +8 7 .4 +8 4 .4 +8 3 .1 +8 0 .1 +8 4 .4 +8 1 .2 +9 7 .1 +4 0 7 .5+4 0 9 .5+4 1 0 .8 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 5 .6 +9 8 .0 +4 0 1 .0 +4 0 2 .3+4 0 4 .1 9 2 .0 + 9 2 .0 + 9 5 .0 + 9 6 .3 + 9 9 .3 + 9 5 .0 + 9 6 .3 + 9 9 .3 + +4 0 1 .6 +4 0 5 .1+4 0 8 .1 +4 0 9 .4+4 1 2 .4 +4 0 6 .0+4 0 9 .0 +4 1 0 .3+4 1 2 .0 +4 0 8 .0+4 1 1 .0 +4 1 2 .3 +4 0 0 .1 +1 7 +2 4 +1 7 +1 1 +1 8 +2 5 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64 FFE FLR 0: 8398.64 FFE FLR 1: 8412.64 FFE FLR 0: 8401.64 FFE FLR 1: 8415.64 FFE FLR 0: 8404.64 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM N 4 4 EAST VAIL HOUSING | EXHIBIT G APPROVED DRAWINGS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN APARTMENT BUILDING SITE DESIGN GRADING SITE SECTION 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading and roof form to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall wall design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards.ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 53 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: LANDSCAPE MASTER PLAN SHEET NUMBER: L1.0-A EAST VAIL HOUSING | EXHIBIT H Approved DRB Submittal dated 2019.02.20 LANDSCAPE PLANTING PLAN APPROVED PLAN FROM DRB PACKAGE DATED 2019.02.20 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 54 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: LANDSCAPE MASTER PLAN SHEET NUMBER: L1.0-B EAST VAIL HOUSING | EXHIBIT H The planting plan shows plant diversity that will be well suited for the site conditions and elevation. The layout and quantity of species is updated due to the site plan shifts, berm and bus stop screening requirements, and creating a fire-wise landscape with defensible space. LANDSCAPE PLANTING PLAN 38 54 55 56 20% additional plants along berm per DRB conditions of approval. Screen rockfall berm with undulating row of Aspens per Wildlife Mitigation Plan. Additional species screening north and west of entrance per Wildlife Mitigation Plan. Save trees within setback area per Wildlife Mitigation Plan. INTERS T A T E H I G H W A Y 7 0 FRONT A G E R O A D B.L.M. LOT 2 US FOREST SERVICE BUS STOP TRACT A APARTMENTS BUILDING D BUILDING C BUILDING B BUILDING A BUILDING E BUILDING F BUILDING G BUILDING H BLM LOT 3 INTERSTATE HIGHWAY 70 LEGEND LANDSCAPE BED NATIVE SEED TREE PRESERVATION AREA LIMIT OF WORK COBBLE MULCH SOD PROPERTY LINE CDOT PROPERTY FIRE HYDRANT, RE: CIVIL FIRE HYDRANT, RE: CIVIL NORTH SCALE 0 50 100 200 54 38 56 55 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 55 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver Approved DRB drawings LANDSCAPE SNOW STORAGE PLAN APPROVED PLAN FROM DRB PACKAGE DATED 2019.02.20 SHEET TITLE: SITE PLAN HARDSCAPE SNOW STACK SHEET NUMBER: A1.2-A ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT I July 5, 2022 - Page 56 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver INTERS T A T E H I G H W A Y 7 0 FRONT A G E R O A D B.L.M. LOT 2 US FOREST SERVICE BUS STOP TRACT A APARTMENTS BUILDING D BUILDING C BUILDING B BUILDING A BUILDING E BUILDING F BUILDING G BUILDING H BLM LOT 3 INTERSTATE HIGHWAY 70 SNOW STORAGE TOTAL HARDSCAPE 59,831 SF 30% SNOW STORAGE REQUIRED 17,949 SF SNOW STORAGE PROVIDED 18,083 SF PROPERTY LINE CDOT PROPERTY FIRE HYDRANT, RE: CIVIL FIRE HYDRANT, RE: CIVIL 13 EAST VAIL HOUSING | EXHIBIT I Update the total SF of hardscape to 30% for snow storage per TOV requirements. This design accommodates not just for the full build out of the project, but for each phase, and includes driveways, parking, and sidewalks. 13 Snow Storage meets or exceeds 30% for all hardscape at the end of each phase per TOV requirements. NORTH SCALE 0 50 100 200 LANDSCAPE SNOW STORAGE PLAN SHEET TITLE: SITE PLAN HARDSCAPE SNOW STACK SHEET NUMBER: A1.2-B ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 57 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2 H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3 H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3 H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODE ELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODE ELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A TYP.2' - 0" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:09:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODE ELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3 H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH STANDING SEAM METAL ROOF 25 34 34 34 4040 4040 37 24 27 27 27 41 24 27 27 27 41 41 4125 25 26 24 26 24 Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. EAST VAIL HOUSING | EXHIBIT J APPROVED ELEVATION FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.0A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 58 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODE ELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODE ELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION 25 25 3737372424 27 41 43 42 41 41 34 26 26 4040 40 40 APPROVED ELEVATION FROM DRB PACKAGE 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.0B ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT K LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' July 5, 2022 - Page 59 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. 40 40 LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19 INSULATION & VAPOR BARRIER (C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR W/ FLASHING BOARD / BATTEN, CEDARMILL BOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker 25 3434 25 37 27 27 37 27 26 26 EAST VAIL HOUSING | EXHIBIT L APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.1 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 60 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. 40 LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES - MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER 34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEKFLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS 9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES - MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER 34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS 9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker 25 25 37 37 27 34 34 28 2626 EAST VAIL HOUSING | EXHIBIT M APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.2A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 61 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRYSECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAGITEM MATERIAL COLOR R1PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES - MOUNTAIN ASH S3BOARD AND BATTEN CEDAR SIDING 2.5" OVER 34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1DOORS AND WINDOWS PREMIUM VINYL BRONZE T1DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS 9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES - MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER 34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS 9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH 25 28 25 37 37 27 27 2626 EAST VAIL HOUSING | EXHIBIT N APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN 34 34 40 BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.2B ISSUED FOR: DESIGN REVIEW BOARD 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker July 5, 2022 - Page 62 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver A4.0 3 150'-6" T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0" T.O. RIDGE TYP.?? ?? 161'-0" T.O. RIDGE TYP.?? ??SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 VALLEYR1 V A L L E Y SLOPE4:12SLOPE4:12A4.0 3 161'-0" T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5 BUILDING 2 - STAIR SECTION4:124:124:124:126:12 6:12 6:12 6:12 4:124:124:124:124:124:124:124:126:126:12 6:126:12 153' - 8 1/4" 149' - 7 1/2" 158' - 10 1/4"161' - 2 1/4" 159' - 8 1/4" 155' - 7 3/4" 155' - 7 3/4" 149' - 7 3/4" 07.13 07.1307.13 07.1307.07 07.07 07.07 07.14 07.1407.14 07.14 2' - 0"CLR. 5' - 5 3/4"EQ EQEQEQ EQ EQ 5' - 6"2' - 2" 5' - 5 3/4"EQ EQ 1' - 7"TYP.TYP. TYP. TYP.TYP. TYP. TYP. TYP. TYP. 142' - 10 1/4" 142' - 10 1/4"142' - 10 1/4" 147' - 0 1/4" 26.1726.1726.17 26.17 148' - 10 1/4" 147' - 0 1/4" 149' - 7 3/4"149' - 3 3/4" 148' - 7 3/4" 142' - 10 1/4" 149' - 4 1/4" 148' - 8 1/4" 149' - 4 1/4"148' - 10 1/4"148' - 10 1/4" EXTERIOR FACE OF WALLS BELOW TYP. 2' - 0"3' - 9"2' - 3"3' - 9"6:126:12 6:12 6:124:124:12 4:124:124:124:124:12 4:124:124:124:12 4:124:12 4:12 4:12 6:126:12 6:12 6:12 6:12 6:12 4:124:126:126:124:124:1207.1307.13 07.1307.13 6' - 10" 6' - 10" 6' - 11" 6' - 11" 7' - 6 1/4" 7' - 6 1/4" 6' - 10 1/8"5' - 10 1/2"5' - 2 1/2"5' - 2 1/2"5' - 10 1/2"21' - 0 7/8" 9' - 0 1/8"5' - 8 1/2"5' - 6 5/8"9' - 5 1/2"9' - 8 1/2"1' - 6"9' - 8 5/8"1' - 4 7/8"122' - 2 3/4" 122' - 2 3/4" 112' - 10" 111' - 4 1/2" 124' - 5 3/4" 122' - 6 3/4" 123' - 11 3/4" 123' - 11 1/4"123' - 11 1/4" 127' - 2 1/4" 126' - 11 1/4" 130' - 1 3/4" 126' - 11 1/4" 128' - 8" 130' - 6" 116' - 10" 116' - 10" 128' - 2 1/2" 128' - 2 1/2" MATERIAL LEGEND STANDING SEAM METAL ROOF SOLAR READY ROOF AREA PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:00:12 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 MAIN ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.07 PRE-FINISHED METAL GUTTER W/ HEAT TRACE 07.13 SNOW MELT 07.14 SNOW FENCE 26.17 SOLAR PANELS, RE: ELEC ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS). SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2 THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTEND CONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOW THE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE AN ENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNT THE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM, SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING, DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THE RETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THERE MUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDER THE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BE LOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THE SNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OF SNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCE SUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN 30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BE FORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN PROJECT NORTH4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS). SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2 THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTEND CONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOW THE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE AN ENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNT THE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM, SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING, DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THE RETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THERE MUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDER THE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BE LOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THE SNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OF SNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCE SUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN 30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BE FORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS). SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2 THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTEND CONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOW THE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE AN ENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNT THE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM, SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING, DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THE RETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THERE MUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDER THE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BE LOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THE SNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OF SNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCE SUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN 30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BE FORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 34 34 40404040 34 34 25 25 25 25 34 34 EAST VAIL HOUSING | EXHIBIT O DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN ZONE A ZONE CZONE B 25 34 40 Change Building Height call-outs to be accurate. Previously approved roof plans and elevation callouts were not coordinated. Change roofing material from asphalt shingles to standing seam metal and update corresponding dormer locations per DRB conditions of approval dated 2020.03.04. NOTE: material change to standing seam applies to both high and low roofs. Adjust roof form to meet approved building heights. N BUILDING DESIGN ROOF SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ROOF PLAN SHEET NUMBER: A1:3.0 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 63 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver A1.2.3 1/8" = 1'-0"2 BUILDINGS 1/2/3 - 2ND. LEVEL PLAN - GRFA 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 1ST. LEVEL PLAN - GRFA STAIR A A110 STORAGE CORRIDOR STAIR B B110 CORRIDOR UNIT4-1 A101 RE: A-713 CORRIDOR CORRIDOR UNEXCAVATED CRAWL SPACE UNIT 2-2 B102 RE: A-712 STAIR C C110 UNIT 4-1 C101 RE: A-713 BUILDING MECHANICAL JANITOR CLOSETBUILDING ELECTRICAL LAUNDRY LAUNDRY LAUNDRY UNIT 2-2 B101 RE: A-712 STORAGE STORAGE CORRIDOR WATER ENTRY FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:50:56 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 LEVEL 0 FLOOR PLAN - OVERALL A-101 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH UP REF REF DW UP DW REFREF W D WDWD WDWDDW W D DW REF DWREF WW DD DN UP UNEXCAVATED CRAWL SPACE STAIR A A110 LAUNDRY CORRIDOR WATER ENTRY STAIR B B110 CORRIDOR UNIT4-1 A101 LAUNDRY CORRIDOR UNEXCAVATED CRAWL SPACE UNIT 2-2 B102 UNIT 2-2 B101 UNEXCAVATED CRAWL SPACE STAIR C C110 UNIT 4-1 C101 7 7 5 5 5 5 L6 6 5 5 2 2 6 W84 W24 W24 W84 W84 W24 W24 W84 W46W46W46 W84 BUILDING MECHANICAL LAUNDRY BUILDING ELECTRICAL 013 011 012 014 026 025 024 021 022 023 020 010 032 033 031 030 TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 9:28:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 LEVEL 0 FLOOR PLAN - OVERALL A-101 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN - OVERALL 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. 23 30 21 21 EAST VAIL HOUSING | EXHIBIT P DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN ZONE A ZONE C ZONE B N 1 2 3 4 5 BUILDING DESIGN FLOOR PLANS - BASEMENT SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.0-A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 64 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver EAST VAIL HOUSING | EXHIBIT Q 1 2 3 4 5 A1.2.3 1/8" = 1'-0"2 BUILDINGS 1/2/3 - 2ND. LEVEL PLAN - GRFA 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 1ST. LEVEL PLAN - GRFA STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 RE: A-711 UNIT 2-1 C201 RE: A-711 UNIT2-1 C203 RE: A-711 UNIT 2-1 C204 RE: A-711 CORRIDOR OFFICE UNIT 4-2 B201 RE: A-714A UNIT 4-2 B202 RE: A-714A UNIT 2-1 A204 RE: A-711 STAIR C C210CORRIDOR UNIT 2-1 A201 RE: A-711 TRASH LAUNDRY VESTIBULE VESTIBULE VESTIBULE UNIT 2-1 A201 RE: A-711 UNIT 2-1 A203 RE: A-711 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:53:31 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 1 FLOOR PLAN - OVERALL A-102 LOT 1 - EAST VAIL HOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. PROJECT NORTH PROJECT FLAGNOTES NO.FLAGNOTE UP DN DN UP UP DN D REFREFDWREFREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWW STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE 5 W84 W46W46 W84 W24 W24 W84STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 UNIT 2-1 C201 UNIT2-1 C203 UNIT 2-1 C204 CORRIDOR OFFICE UNIT 4-2 B201 UNIT 4-2 B202 UNIT 2-1 A202 UNIT 2-1 A204 STAIR C C210CORRIDOR 5 5 4 4 4 5 4 4 5 5 5 5 5 4 9 9 9 55 4 3 3 5 55 3 4 5 5 5 5 5 5 4 4 4 9 9 9 W84 W84 W84W84 W46W46 W46 STORAGE W84W84 W46 UNIT 2-1 A201 UNIT 2-1 A203 ELEC.ELEC. 111 114 115 113 117 118 119 120 121 112a 116 112b 123 124 121 125 121b 121a 126 132b 136 133 137138139140141 131 135 134 132a8' - 0"TRASH LAUNDRY PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 9:28:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 1 FLOOR PLAN - OVERALL A-102 LOT 1 - EAST VAIL HOUSING Approver PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 22 20 21 3030 DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 1 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.0-B ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 65 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver EAST VAIL HOUSING | EXHIBIT R 1 2 3 4 5 A1.2.4 1/8" = 1'-0"4 BUILDINGS 1/2/3 - 4TH. LEVEL PLAN - GRFA 1/8" = 1'-0"3 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 3RD. LEVEL PLAN - GRFA STORAGESTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 RE: A-714A UNIT 2-1 A301 RE: A-711 UNIT 2-1 A302 RE: A-711 UNIT 2-1 A304 RE: A-711 UNIT 2-1 A303 RE: A-711 STAIR C C310 UNIT 4-1 C301 RE: A-713 UNIT 4-1 C302 RE: A-713 CORRIDORSTORAGE CORRIDOR UNIT 4-2 B302 RE: A-714A STORAGE FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:56:40 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 2 FLOOR PLAN - OVERALL A-103 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN UP DN UP WW DD WWDDWD DW REF REF DW REF REF REFREFDWREFREFDWREFDWREFDWREFDWREFDWLAUNDRYSTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 UNIT 2-1 A301 UNIT 2-1 A302 UNIT 2-1 A304 UNIT 2-1 A303 STAIR C C310 UNIT 4-1 C301 UNIT 4-1 C302 CORRIDORLAUNDRY CORRIDOR UNIT 4-2 B302 1 1 1 1 4 1 4 4 1 9 4 1 4 9 9 9 1 1 4 4 1 1 1 4 4 9 1 1 1 1 4 9 9 9 99 17 17 9 9 W84 W46W46 W84 W84 W46 W46W46 W84W84 W24 W84W84 W46W46 W46 LAUNDRY 211 214 213 215 216 212 221 223 224 226 232 234 233 231TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 10:24:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 2 FLOOR PLAN - OVERALL A-103 LOT 1 - EAST VAIL HOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN - OVERALL PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. PROPOSED DESIGN DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 2 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.1-A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 66 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver EAST VAIL HOUSING | EXHIBIT S 1 2 3 4 5 A1.2.4 1/8" = 1'-0"4 BUILDINGS 1/2/3 - 4TH. LEVEL PLAN - GRFA 1/8" = 1'-0"3 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 3RD. LEVEL PLAN - GRFA STORAGE S-4 STORAGE S-4 CORRIDOR UNIT 2-1 A401 RE: A-711 UNIT 4-1 C402 RE: A-713 UNIT 4-1 C401 RE: A-713 UNIT 2-1 A402 RE: A-711 UNIT 2-1 A404 RE: A-711 UNIT 2-1 A403 RE: A-711 STAIR C C410 CORRIDOR UNIT 4-2 B402 RE: A-714A UNIT 4-2 B401 RE: A-714A STAIR B B410 STORAGE S-4 CORRIDOR FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:57:24 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 3 FLOOR PLAN - OVERALL A-104 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN WW DD WWDD DW REF REF REFREFDWREFREFDWDW REF REFWDREFDWREFDWREF DWREFDWLAUNDRY S-4 LAUNDRY S-4 CORRIDOR UNIT 2-1 A401 UNIT 4-1 C402 UNIT 4-1 C401 UNIT 2-1 A402 UNIT 2-1 A404 UNIT 2-1 A403 STAIR C C410CORRIDOR UNIT 4-2 B402 UNIT 4-2 B401 STAIR B B410 1 9 1 1 1 9 9 9 1 1 4 4 1 1 1 9 1 1 1 1 4 4 1 18 9 9 1 1 9 1 9 9 1 1 2 1 1 W84 W46W46 W84 W84 W46 W46W46 W84W84 W24 W84W84 W46W46 W46 LAUNDRY S-4 CORRIDOR 331 334 333 336335 332 321 333 334 322 334 333 332 331 TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 10:24:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 3 FLOOR PLAN - OVERALL A-104 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 3 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.1-B ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 67 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver NORTH (BACK) BUILDING 3 EAST (RIGHT) WEST (LEFT) 298 SF ABOVE GRADE 398 SF BELOW GRADE 696 SF OF WALL 12'-0"58'-0" 0 SF ABOVE GRADE 852 SF BELOW GRADE 852 SF OF WALL Below Grade Above Grade Total = 3,428 sf of wall below grade / 6,912 sf of wall = 50% of wall below grade .50 X 7,590 sf of horizontal floor area = 3,795 sf deduction 81'-0" 78'-0" 71'-0"12'-0"Horizontal Floor Area: 2,715 sf UNIT GRFA (inc.exterior face of the wall) CONTRIBUTING TO GRFA LEVEL 1 - 7,590 SQ FT (INCLUDING COMMON) LEVEL 2 - 9,960 SQ FT (INCLUDING COMMON) LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) TOTAL = 38,370 SQ FT TOTAL BUILDING GRFA EXCLUDE COMMOM GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 30,920 SQ FT 38,370 SQFT 3,655 SQFT 3,795 SQFT COMMON SPACE DEDUCTION GRFA PER TOV CODE 12-15-3-b-1-a-1 TOTAL = 3,655 SQ FT NORTH (BACK) BUILDINGS 1-2 0 SF ABOVE GRADE 1908 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDING 1-2 1908 SF ABOVE GRADE 0 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDINGS 3 852 SF ABOVE GRADE 0 SF BELOW GRADE 852 SF OF WALL 426 SF ABOVE GRADE 270 SF BELOW GRADE 696 SF OF WALL LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) 81'-0" 78'-0" 71'-0"12'-0"12'-0"58'-0" A1.2.5 APARTMENT BUILDINGS - 1/2/3 NORTH (BACK) BUILDING 3 EAST (RIGHT) WEST (LEFT) 298 SF ABOVE GRADE 398 SF BELOW GRADE 696 SF OF WALL 12'-0"58'-0" 0 SF ABOVE GRADE 852 SF BELOW GRADE 852 SF OF WALL Below Grade Above Grade Total = 3,428 sf of wall below grade / 6,912 sf of wall = 50% of wall below grade .50 X 7,590 sf of horizontal floor area = 3,795 sf deduction 81'-0" 78'-0" 71'-0"12'-0"Horizontal Floor Area: 2,715 sf UNIT GRFA (inc.exterior face of the wall) CONTRIBUTING TO GRFA LEVEL 1 - 7,590 SQ FT (INCLUDING COMMON) LEVEL 2 - 9,960 SQ FT (INCLUDING COMMON) LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) TOTAL = 38,370 SQ FT TOTAL BUILDING GRFA EXCLUDE COMMOM GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 30,920 SQ FT 38,370 SQFT 3,655 SQFT 3,795 SQFT COMMON SPACE DEDUCTION GRFA PER TOV CODE 12-15-3-b-1-a-1 TOTAL = 3,655 SQ FT NORTH (BACK) BUILDINGS 1-2 0 SF ABOVE GRADE 1908 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDING 1-2 1908 SF ABOVE GRADE 0 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDINGS 3 852 SF ABOVE GRADE 0 SF BELOW GRADE 852 SF OF WALL 426 SF ABOVE GRADE 270 SF BELOW GRADE 696 SF OF WALL LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) 81'-0" 78'-0" 71'-0"12'-0"12'-0"58'-0" A1.2.5 APARTMENT BUILDINGS - 1/2/3 GROSS FLOOR AREA LEVEL 0 BUILDING LAUNDRY/ STORAGE/ OFFICE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST BELOW GRADE 389.65 SF ABOVE GRADE 294.48 SF ABOVE GRADE 148.59 SF ABOVE GRADE SOUTH 1766.92 SF ABOVE GRADE 1392.99 SF BELOW GRADE 2662.17 SF BELOW GRADE 670.61 SF BELOW GRADE 378.15 SF BELOW GRADE ABOVE GRADE 2707.92 SF OF WALL BELOW GRADE/ 5307.56 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFA PER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON) LEVEL 1 -12,042 SF (INCLUDING COMMON) LEVEL 2 -11,835 SF (INCLUDING COMMON) LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRA EXCLUDE COMMON GFRA EXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF 8,899 SF 3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF 77' - 0" 68' - 0" 67' - 5"3' - 11"10' - 10"60' - 7 1/8"7' - 5 7/8"17' - 6"6' - 6 1/8"58' - 3 7/8"3' - 8"PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:27:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-702 LOT 1 - EAST VAIL HOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS GROSS FLOOR AREA LEVEL 0 BUILDING COMMUNITY ROOM / STORAGE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST10' - 10"67' - 0 1/4"11' - 0 5/32"68' - 0"11' - 0"77' - 6"10' - 10"10' - 10"47' - 6 33/64"47' - 4 73/256" BELOW GRADE 241.40 SF ABOVE GRADE 203.92 SF ABOVE GRADE 0 SF ABOVE GRADE 11' - 0"77' - 6" 68' - 0" 67' - 0 1/4"10' - 10"11' - 0 5/32"SOUTH 2359.64 SF ABOVE GRADE 0 SF BELOW GRADE 2359.64 SF BELOW GRADE 273.65 SF BELOW GRADE 309.12 SF BELOW GRADE ABOVE GRADE 2,942.41 SF OF WALL BELOW GRADE/ 5,747.37 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFA PER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON) LEVEL 1 -12,042 SF (INCLUDING COMMON) LEVEL 2 -11,835 SF (INCLUDING COMMON) LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRA EXCLUDE COMMON GFRA EXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF 8,899 SF 3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 11:33:46 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 GROSS AREA G-702 LOT 1 - EAST VAIL HOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS GROSS FLOOR AREA LEVEL 0 BUILDING LAUNDRY/ STORAGE/ OFFICE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST BELOW GRADE 389.65 SF ABOVE GRADE 294.48 SF ABOVE GRADE 148.59 SF ABOVE GRADE SOUTH 1766.92 SF ABOVE GRADE 1392.99 SF BELOW GRADE 2662.17 SF BELOW GRADE 670.61 SF BELOW GRADE 378.15 SF BELOW GRADE ABOVE GRADE 2707.92 SF OF WALL BELOW GRADE/ 5307.56 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFA PER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON) LEVEL 1 -12,042 SF (INCLUDING COMMON) LEVEL 2 -11,835 SF (INCLUDING COMMON) LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRA EXCLUDE COMMON GFRA EXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF 8,899 SF 3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF 77' - 0" 68' - 0" 67' - 5"3' - 11"10' - 10"60' - 7 1/8"7' - 5 7/8"17' - 6"6' - 6 1/8"58' - 3 7/8"3' - 8"PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:27:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-702 LOT 1 - EAST VAIL HOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS 3939 39 39 EAST VAIL HOUSING | EXHIBIT T DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN 39 Maintain a minimum of 70% of the total built GRFA as deed-restricted employee housing units per TOV PEC conditions of approval - Total SF increase of 4,941 SF - GFRA increase of 132.63 SF The previous submittal showed an exiting system that was partially open-air, including non-compliant exit balconies on several levels. The adjusted design encloses all parts of the exiting system (corridors, stairs, vestibules, etc.), which accounts for the majority of the 4,941 SF increase in Total Area. After accounting for the additional BOH spaces (property manager's office, laundry, storage, additional MEP space) and applying the same methodology for calculating Gross Residential Floor Area as in the previous approved DRB package, the net increase in GRFA is 132.63 SF BUILDING DESIGN FLOOR AREA CALCULATIONS SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING GRFA CALCS SHEET NUMBER: A1.2.5 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 68 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0" 2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2"2"6" X 6" RS DOUG FIR KICKER90.00° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2" 1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3"2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z- CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID R1 0'-0" 5'-0"4"8"MAINTAIN2X10 TREATED WD DOUBLE TOP CAP PREFINISHED METAL CAP FLG WITH MEMBRANE FLG PREFINISHED METAL FLG UNDER BLOCKING 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @ 16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANE SEALER GRID 8x8 VERT HEAVY TIMBER 1' - 4 3/4" 2' - 0"MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT WOOD BLOCKING RE: STRUCT THRU BOLT RE: STRUCT 5/4" X 2" CEMENT BD TRIM AROUND HT 1 SPRING POINT - ZONE A142' -2" ATTIC SPACE ATTIC LOUVER E2.1 R1R1 SNOW FENCE A-660 1 Sim E1.1 A-622 1 Sim A-622 3 Sim CEMENT BOARD SOFFIT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:11:31 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ROOF DETAILS A-660 LOT 1 - EAST VAIL HOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIM CROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7ROOF MECHANICAL SCREEN 3" = 1'-0"8WALL MATERIAL TRANSITION 1/2" = 1'-0"9 SECTION DETAIL AT LOUVER AND DUTCH GABLE 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0" 2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2" 2"6" X 6" RS DOUG FIR KICKER90 . 0 0° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2" 1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3" 2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z- CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID R1 0'-0" 5'-0"4"8"MAINTAIN2X10 TREATED WD DOUBLE TOP CAP PREFINISHED METAL CAP FLG WITH MEMBRANE FLG PREFINISHED METAL FLG UNDER BLOCKING 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @ 16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANE SEALER GRID 8x8 VERT HEAVY TIMBER 1' - 4 3/4" 2' - 0"MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT WOOD BLOCKING RE: STRUCT THRU BOLT RE: STRUCT 5/4" X 2" CEMENT BD TRIM AROUND HT 1 SPRING POINT - ZONE A142' -2" ATTIC SPACE ATTIC LOUVER E2.1 R1R1 SNOW FENCE A-660 1 Sim E1.1 A-622 1 Sim A-622 3 Sim CEMENT BOARD SOFFIT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:11:31 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ROOF DETAILS A-660 LOT 1 - EAST VAIL HOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIM CROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4 TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1 TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6 SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7ROOF MECHANICAL SCREEN 3" = 1'-0"8 WALL MATERIAL TRANSITION 1/2" = 1'-0"9 SECTION DETAIL AT LOUVER AND DUTCH GABLE 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0" 2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2" 2"6" X 6" RS DOUG FIR KICKER90. 0 0 ° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2" 1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3"2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z-CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID R1 0'-0" 5'-0"4"8"MAINTAIN2X10 TREATED WD DOUBLE TOP CAP PREFINISHED METAL CAP FLG WITH MEMBRANE FLG PREFINISHED METAL FLG UNDER BLOCKING 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @ 16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANE SEALER GRID 8x8 VERT HEAVY TIMBER 1' - 4 3/4" 2' - 0"MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT WOOD BLOCKING RE: STRUCT THRU BOLT RE: STRUCT 5/4" X 2" CEMENT BD TRIM AROUND HT 1 SPRING POINT - ZONE A142' -2" ATTIC SPACE ATTIC LOUVER E2.1 R1R1 SNOW FENCE A-660 1 Sim E1.1 A-622 1 Sim A-622 3 Sim CEMENT BOARD SOFFIT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:11:31 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ROOF DETAILS A-660 LOT 1 - EAST VAIL HOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIM CROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4 TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1 TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6 SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7ROOF MECHANICAL SCREEN 3" = 1'-0"8 WALL MATERIAL TRANSITION 1/2" = 1'-0"9 SECTION DETAIL AT LOUVER AND DUTCH GABLE A4.0 3 150'-6" T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0"T.O. RIDGETYP.????161'-0"T.O. RIDGETYP.????SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12VALLEYR1VALLEY SLOPE4:12SLOPE4:12A4.0 3 161'-0" T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12 SLOPE6:12VALLEYR1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 RIDGESLOPE6:12SLOPE6:12 R1SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5BUILDING 2 - STAIR SECTION A4.0 3 150'-6" T.O. RIDGETYP.?? ??RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0" T.O. RIDGETYP.?? ?? 161'-0" T.O. RIDGE TYP.?? ??SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12VALLEYR1VALLEY SLOPE4:12SLOPE4:12A4.0 3 161'-0" T.O. RIDGE TYP.?? ??RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12 SLOPE6:12VALLEYR1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 RIDGESLOPE6:12SLOPE6:12 R1SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5BUILDING 2 - STAIR SECTION Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH Wired for solar panel installationFF - 123'-0"SECOND LEVEL FF - 112'-0"FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0"THIRD LEVEL FF - 142'-0"SPRING POINT Wired for solar panel installation FF - 132'-0"SECOND LEVEL FF - 121'-0"FIRST LEVEL FF - 109'-0"GROUND LEVEL FF - 143'-0"THIRD LEVEL FF - 151'-0"SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3 H B BLDG 2 H B BLDG 1 H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH 27 31 37 The roof kicker angle was updated as the previous design did not meet code minimum head clearance at walkways. Snow fence design was updated by raising the fences to help keep snow on the roof and building entry points were updated per the Town of Vail comments. 27 31 37 EAST VAIL HOUSING | EXHIBIT U Change high and low roof kicker angle to comply with code clearances. Update snow fence design for a deeper snow load for life safety and code compliance. Increase member sizes at entry elements per DRB conditions of approval dated 2020.03.04. DRAWINGS FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN CONSTRUCTION DETAILS SHEET TITLE: EXTERIOR DETAILS ISSUED FOR: DESIGN REVIEW BOARD SHEET NUMBER: A2.1 July 5, 2022 - Page 69 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 1 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh site.dwg Issue: DRB East Vail Housing Vail, Colorado Site Plan Init.: SCALE:1"=40' N Feet 0 40 80 C101 July 5, 2022 - Page 70 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 2 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Overall Grading Plan Init.: SCALE:1"=40' N Feet 0 40 80 C102 July 5, 2022 - Page 71 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 3 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Enlarged Grading Plan Init.: SCALE:1"=20' N Feet 0 20 40 C103 July 5, 2022 - Page 72 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 4 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Enlarged Grading Plan Init.: SCALE:1"=20' N Feet 0 20 40 C104 July 5, 2022 - Page 73 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 5 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Enlarged Grading Plan Init.: SCALE:1"=20' N Feet 0 20 40 C105 July 5, 2022 - Page 74 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 6 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh profile.dwg Issue: DRB East Vail Housing Vail, Colorado Road Profile Init.: SCALE:1"=40' N Feet 0 40 80 C106 July 5, 2022 - Page 75 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 7 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh utility.dwg Issue: DRB East Vail Housing Vail, Colorado Utility Plan Init.: SCALE:1"=40' N Feet 0 40 80 C107 July 5, 2022 - Page 76 of 885 July 5, 2022 - Page 77 of 885 July 5, 2022 - Page 78 of 885 July 5, 2022 - Page 79 of 885 July 5, 2022 - Page 80 of 885 July 5, 2022 - Page 81 of 885 July 5, 2022 - Page 82 of 885 July 5, 2022 - Page 83 of 885 July 5, 2022 - Page 84 of 885 US.350919958.02 390 Interlocken Crescent Broomfield, CO 80021 June 29, 2022 VIA EMAIL Town Council Town of Vail 75 S. Frontage Road West Vail, CO 81657 towncouncil@vailgov.com Re: Appeals of May 18, 2022 DRB Approval (DRB 19-0652.001) Hearing Set: July 5, 2022 at 6:00 p.m. Dear Council Members: I write regarding the four citizen appeals of the May 18, 2022 Design Review Board (“DRB”) approval of the Change to Approved Plans submitted by OZ Architecture for the Lot 1 East Vail Housing project (DRB 19-0652.001) (the “Application”). Procedural History As you are aware, the history of the East Vail Housing project includes the following actions by the Town: Sept. 25, 2017 – PEC Approval of Subdivision Plat Aug. 26, 2019 – PEC Approval of Development Plan Application and Conditional Use Permit for Dwelling Units Oct. 15, 2019 – Town Council Affirms PEC Approval of Development Plan Application March 4, 2020 – DRB Approval of Application for Booth Heights Neighborhood Oct. 19, 2020 – Eagle County District Court Affirms the Town of Vail Town Council’s Approval of Development Plan Application Vail Resorts remains steadfastly committed to the planned and approved affordable housing project on this site. Vail Resorts, through OZ Architecture, submitted the Application to the DRB on April 11, 2022. The Application, which is attached to this letter, sought to make limited changes to the plans approved by the DRB on March 4, 2020 (the “Prior Approved Plans”). Town staff recommended approval of the Application to the DRB, and the DRB held two hearings on the Application on May 4, 2022 and May 18, 2022 (the “DRB Approval”). Following that approval, and according to Town staff, certain members of the community submitted appeals of the DRB Approval to the Town. The Town has since concluded that four of those appeals have standing (the “Appeals”). July 5, 2022 - Page 85 of 885 US.350919958.02 390 Interlocken Crescent Broomfield, CO 80021 Vail Resorts and OZ Architecture only became aware of the upcoming hearing on July 5, 2022 due to the announcement on the Town of Vail website on June 21, 2022 and submit with this letter the Application and other materials that may be referred to at that upcoming hearing. Due to the volume of materials, we are separately submitting them via Dropbox and will provide a thumb drive at the July 5th hearing. We are also including links to the videos of the DRB hearings but can submit the videos separately upon request: https://www.highfivemedia.org/show/drb-meeting-050422 https://www.highfivemedia.org/show/drb-meeting-051822 Procedural Issues A few procedural issues have arisen related to the hearing. First, neither Vail Resorts nor OZ Architecture received copies of the citizen appeals until June 24th, and Vail Resorts only received confirmation of which four citizens were determined to have standing on June 27th. This means that the property owner and applicant were unable to review the appeal documents until two days ago and have therefore not had a realistic or meaningful opportunity to respond to the Appeals. OZ Architecture and Vail Resorts have pulled together materials here to respond to those Appeals, but reserve the right to present additional materials at the hearing. And while OZ Architecture and Vail Resorts are disadvantaged by this situation they do intend to appear and testify at the hearing on July 5th without waiving their objections to the Town’s lack of notice of the Appeals. Further, to clarify, the scope of the upcoming hearing must be limited to the minor changes to the Prior Approved Plans, which changes were reviewed and approved by the DRB on May 18, 2022. Because the appeal deadlines for the Prior Approved Plans have long since expired, the Town Council does not have authority to consider or review them. On June 8, 2022, Jonathan Spence, Planning Manager for the Community Development Department, informed Vail Resorts that the Town had received Notices of Appeal for the DRB Approval and, as a result, the Town would impose a stay on all permit activity. Mr. Spence took the position that this included a separate request to complete soils testing on the East Vail site. The soils testing application is not a design-related request and is not in furtherance of the DRB Approval. Vail Town Code § 12-3-3(C)(4). Vail Resorts disagrees that the soils testing application should be stayed and informed the Town of this disagreement on June 10th. The Town and its legal counsel have taken the position that the stay is on all “other proceedings related to the project,” a position that is not supported by the Town Code. Vail Resorts preserves its objections to the stay. Finally, as of the date of this letter, we have not been informed about the procedure the Town Council intends to follow at the upcoming July 5th hearing. We ask that Vail Resorts be given both an opportunity to respond to the appellants as well as public comments presented at that hearing and be able to answer questions raised by members of the public. July 5, 2022 - Page 86 of 885 US.350919958.02 390 Interlocken Crescent Broomfield, CO 80021 The Appeals Based on the limited timeframe provided to review the Appeals, Vail Resorts has some preliminary responses to the Appeals here. Vail Resorts will continue to gather information and intends to thoroughly address all relevant issues included within the Appeals at the upcoming hearing. Each of the Appeals raised several issues, but it is not clear on which issues the Town determined the appellant had standing. Vail Resorts requests that the Town clarify which issues will be heard on July 5th. 1. Wood Cedar Siding The Prior Approved Plans included wood cedar siding. Vail Resorts did not request any changes to the previously approved siding material in the Application. When the siding was discussed by the DRB this year, Vail Resorts offered to make a change to a Cementous siding and remains willing to use either product. The DRB did not require a change. 2. Landscape in the CDOT Right-of-Way A condition of approval for the Prior Approved Plans was that additional landscape be added to the CDOT right-of-way. The condition was discussed during the 2022 DRB hearings, but the Application did not seek to change this condition. The condition was again incorporated into the DRB Approval, but Vail Resorts remains willing to either comply with the condition of approval or exclude the landscaping from the CDOT right- of-way. 3. Lighting It is Vail Resorts’ understanding that the lighting must comply with Dark Sky Requirements, not Green Globes, and the intent of the Application is to have Dark Sky compliant lighting on the exterior of the building. Exterior light levels are per code as submitted, which is for the safety of residents. The Application did not make any changes to the amount of lighting or the number of windows or openings in the Prior Approved Plans. 4. Parking Spaces The number of parking spaces remains the same as in the Prior Approved Plans. The only change requested in the Application was to add code-compliant Accessible stalls to the parking lot. A parking study was requested and approved in the 2019 process and the findings were incorporated into the Prior Approved Plans. July 5, 2022 - Page 87 of 885 US.350919958.02 390 Interlocken Crescent Broomfield, CO 80021 5. EV Charging Stations EV charging stations were not provided in the Prior Approved Plans. The current Vail Town Code, at the time of submission of the Application, did not require EV charging stations for this development. During the DRB hearing on May 4, 2022, the DRB requested that EV charging stations be added and, as a result, the plans were updated to include conduit to 6 parking stalls, making these EV-Ready. These 6 stalls are 10.7% of the stalls provided for this building and include 2 ADA stalls. This update was submitted as a revision to the Application, as requested, and was discussed in the May 18, 2022 DRB hearing and approved. 6. Motor Vehicles and Traffic; South-Facing Parking Lots and Buildings; Rainwater and Snowmelt; Natural Alpine Environment The Application did not include any changes to the Prior Approved Plans that affect (1) the amount of motor vehicles or traffic; (2) the south-facing parking lots and buildings; (3) the absorption of rainwater and snowmelt; or (4) the Natural Alpine Environment. These aspects of the project were already approved in 2019 and 2020, so they were not considered or evaluated by the DRB below and are not part of the DRB Approval that is being appealed. 7. Bighorn Sheep Issues related to wildlife mitigation are outside the scope and authority of the DRB, which is responsible for evaluating the design of new development and reviewing plans for compliance with the Town of Vail design guidelines. The environmental review and mitigation planning for the East Vail Housing project site has been extensive, and similar to the multitude of other uses the Town permits in the bighorn sheep’s range, this project can safely coexist with the herd. Sincerely, /r/ Nicole Bleriot Nicole Bleriot Sr. Director of Real Estate Vail Resorts Management Company 390 Interlocken Crescent Broomfield, CO 80021 Nbleriot@vailresorts.com July 5, 2022 - Page 88 of 885 US.350923984.01 Folders of Documents Submitted Via Dropbox 2022-04-11 East Vail Housing – DRB Changes to Approved Plans 2022-04-22 East Vail Housing – DRB UPDATED EXHIBITS 2022-05-04 East Vail Housing – DRB Change to Approved Plans_Re-Submittal 2022-05-16 DRB Record Drawings 2022-05-17 Lot 1 further OZ response 2022-05-18 East Vail Housing – Change to Approved Plans_Final Submittal DRB Agendas DRB Conditions of Approval Emails TOV Provided Documents Vail Bus Shelter July 5, 2022 - Page 89 of 885 6/29/2022 Page 1 of 3 3003 LARIMER ST (303) 861-5704 DENVER, CO 80205 OZARCH.COM June 29, 2022 Town of Vail Dept. of Community Development 75 South Frontage Road Vail, CO 81657 970-479-2128 RE: Lot 1 East Vail Housing – Design Review Board Appeal Dear Town of Vail: We just received, from Vail Resorts, the Appeals Forms, Letters and notice that the Lot 1 East Vail project (AKA Booth Heights) will be before Town Council on July 5th in a DRB Appeal hearing. Because we did not receive any notice from the Town and do not have any clear understanding of what part of the provided appeal letters describe recognized objections to the May 18, 2022 DRB approval of updates to the previously approved plans. Below, please see our reply to all comments in the appeal letters. 1. Wood cedar siding: The 2019 approved plans had wood cedar siding. No changes were requested to the previously approved material in the recent application. That said, the DRB did debate if real wood siding should be used on this building or if we should change to a Cementous siding. In both DRB meetings we answered that we would consider non-combustible siding. We are fine with either product. 2. Landscape in the CDOT Right-of-Way: The 2019 approved plans had a condition of approval that additional landscape be added to the CDOT right-of-way. This condition was discussed in the recent DRB meetings because that change has not yet been incorporated into the documents or design. The DRB asked for a condition of approval that the design team request the landscape from CDOT and work with Town Planners to add this in the future to comply with the original condition from the 2019 process. If the DRB or the Town of Vail does not now want that landscape in the ROW, we are happy to discuss this with the Town Planning Dept. further and would request the condition be updated to reflect the change in direction if it is now not desirable to landscape this area. 3. Green Globes Compliant Lighting and ‘light pollution’: It is our understanding that lighting must comply with Dark Sky Requirements, not Green Globes. It is the intent of the application to have dark sky compliant lighting on the exterior of the building. Exterior light levels are per code as submitted. This is for safety of residents. This comment also refers to ‘light pollution’ and 100+ openings. The updates requested by the DRB application in 2022 did not include additional lighting or additional windows/openings, and thus the approved 2019 application is not changed by the current plans July 5, 2022 - Page 90 of 885 6/29/2022 Page 2 of 3 4. 56 Parking Spaces: The number of parking spaces remain the same as in the 2019 approved plans. The change requested to parking in the recent update was to add code compliant Accessible stalls to the parking lot. It is our understanding that a parking study was requested and approved in the 2019 process and that this was incorporated in the current plans. 5. EV Charging Stations: EV charging stations were not provided in the approved application from 2019. The current code, when the updates to the plans were submitted, did not require EV stations for this development. During the DRB hearing on May 4, 2022 the Board requested that EV stations be added. The plans were updated to include conduit to 6 parking stalls, making these EV-Ready. These 6 stalls are 10.7% of the stalls provide for this building and include 2 ADA stalls. This update was submitted as a revision to the application, as requested, and discussed in the May 18, 2022 hearing and approved. 6. Motor Vehicle and Traffic Pollution: No changes have been proposed from the 2019 approved plans so this was not considered in this DRB submission. Vail Town Council heard this and studied it when the original application was submitted and approved. This was not part of the updates we put before the DRB, so we do not feel this needs additional discussion. 7. South-Facing Parking Lots and Buildings Disrupt Neighborhood’s Natural Climate: No changes have been proposed from the 2019 approved plans so this was not considered in this DRB submission. Vail Town Council heard this and studied it when the original application was submitted and approved. This was not part of the updates we put before the DRB, so we do not feel this needs additional discussion. 8. Rainwater and Snowmelt will not absorb into the Soil and will Create Drought and Fire Conditions: No changes have been proposed from the 2019 approved plans so this was not considered in this DRB submission. Vail Town Council heard this and studied it when the original application was submitted and approved. This was not part of the updates we put before the DRB, so we do not feel this needs additional discussion. 9. Parking Lots and Buildings will Cause Rainwater & Snowmelt to Become Polluted: No changes have been proposed from the 2019 approved plans so this was not considered in this DRB submission. Vail Town Council heard this and studied it when the original application was submitted and approved. This was not part of the updates we put before the DRB, so we do not feel this needs additional discussion. 10. The Development will Encroach on the Bighorn Sheep Habitat: Our understanding is that issues related to wildlife mitigation are outside the scope and authority of the DRB, which is responsible for evaluating the design of new development and reviewing plans for compliance with the Town of Vail design guidelines. The environmental review and mitigation planning for the East Vail Housing project site has been extensive, and similar to the multitude of other uses the Town permits in the bighorn sheet’s range, this project can safely coexist with the herd. 11. Jeopardize the Natural Alpine Environment of East Vail: No changes have been proposed from the 2019 approved plans so this was not considered in this DRB submission. Vail Town Council heard this and studied it when the original application July 5, 2022 - Page 91 of 885 6/29/2022 Page 3 of 3 was submitted and approved. This was not part of the updates we put before the DRB, so we do not feel this needs additional discussion. Sincerely, Rebecca Stone, AIA, LEED BD+C Principal OZ Architecture 3003 Larimer St. Denver, CO 80205 303-861-5704 bstone@ozarch.com July 5, 2022 - Page 92 of 885 EAST VAIL, COLORADO | 2022.04.11 LOT 1 EAST VAIL HOUSING RECORD SUBMISSION IN RESPONSE TO: DESIGN REVIEW BOARD (DRB) CONDITIONS OF APPROVAL DATED 2020.03.04 PLANNING & ENVIRONMENTAL COMMISION (PEC) CONDITIONS OF APPROVAL DATED 2019.08.26 WILDLIFE MITIGATION PLAN DATED 2019.08.16 July 5, 2022 - Page 93 of 885 • PROJECT SUMMARY • CONSTRUCTION SEQUENCING • SITE DESIGN • LANDSCAPE DESIGN • BUILDING DESIGN ○EXTERIOR ELEVATIONS ○ROOF PLAN ○DETAILS TABLEOFCONTENTS 2 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 July 5, 2022 - Page 94 of 885 EAST VAIL HOUSING | UPDATE NARRATIVE The applicant has become aware of numerous instances where the project, as previously approved, was not in conformance with applicable standards. The purpose of this submittal is to summarize updates to the project since being approved by the DRB on 2/9/2020. The changes outlined below are necessary in order to bring the project into compliance with requirements of the International Building Code, the Americans with Disabilities Act, the Town of Vail Design Guidelines, and the Colorado Department of Transportation, as well as design standards imposed by other local authorities having jurisdiction including Eagle River Water and Sanitation District. Summary list of proposed changes: • Construction Sequencing - adjust to show the workflow from high to low and from west to east on the site, which will be accomplished over multiple building seasons. • Site Design - adjust layout of drives, walks, parking areas, retaining walls, utilities, and buildings to meet TOV/CDOT design requirements, to provide ADA access throughout the project and to meet Building Code requirements. • Landscape Design - adjust to address DRB conditions (stated in letter dated 2020.03.04), PEC conditions (dated 2019.08.26), Wildlife Mitigation Plan (dated 2019.08.16) and TOV/CDOT requirements. • Building Design - adjust to address DRB conditions (stated in letter dated 2020.03.04), PEC conditions (dated 2019.08.26), Wildlife Mitigation Plan (dated 2019.08.16), TOV requirements, and Code Issues. ○Exterior Elevations; adjust floor and roof elevations, revise architectural details, change roof material, coordinate opening locations ○Floor Plans; add or change configuration of rooms for trash, laundry, water entry, building services, and add a property management office to meet Building Code and Accessibility requirements ○Area Calculations; adjust tabulations based on current design and to bring into compliance with TOV code ○Construction Details; steeper angle required for code compliance and clearances below at high and low roof kickers, increase height of snow fences for life safety and code compliance, and increase member sizes at entry elements per DRB conditions of approval (dated 2020.03.04). PROJECT SUMMARY EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 3 July 5, 2022 - Page 95 of 885 APPROVED DRAWINGS FROM PEC SUBMITTAL DATED 2019.08.12 The size, complexity and location of the project and local restrictions on blasting activities will require construction to be completed over multiple building seasons. The landscape berm at the top of the site will need to be completed first in order to stabilize the hillside above the proposed residential development. To meet the TOV requirements regarding deed-restricted housing, the apartment building will need to be the first structure completed and occupied on the site. All wet and dry utilities that serve the apartments will need to be installed, including all site amenities, the proposed bus stops on the adjacent Frontage Road and the path down to them. CONSTRUCTIONSEQUENCING NARRATIVE EAST VAIL HOUSING | EXHIBIT A EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 4 July 5, 2022 - Page 96 of 885 LIMIT OF DISTURBANCE USFS I-70 FRONTA G E R O A D TRACT A AREA AAREA A AREA C BUS S T O P AREA B CONSTRUCTIONSEQUENCING SEQUENCE 1 EAST VAIL HOUSING | EXHIBIT A Construction sequencing will begin with site preparation activities such as over lot grading, construction of the rockfall berm, and installation of major infrastructure elements as outlined below. 1 AREA A –Site Grading –Utilities –Retaining Walls –Apartment Building –Fire Turn around –Trail Connection –Bus Stops –Site Drainage –Wildlife Fencing Easement –Amenity Space –Planting AREA B –Roadway Grading –Building Pad Grading AREA C –Rockfall Berm Grading and Associated Planting –Retaining Walls Construction sequencing plan updates EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 5 1 PROPOSED CONSTRUCTION SEQUENCE: 1 July 5, 2022 - Page 97 of 885 Sequence 2 completes roadway improvements and constructs the included townhome buildings with associated landscape. 2 AREA A –Sequence 1 completed AREA B –Townhome buildings A-H –Road extension –Fire turn-around –Planting AREA C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: 2 Construction sequencing plan updates LIMIT OF DISTURBANCE AREA B USFS I-70 FRONTA G E R O A D BUS S T O P TRACT A AREA A AREA C CONSTRUCTIONSEQUENCING SEQUENCE 2 EAST VAIL HOUSING | EXHIBIT A EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 6 2 July 5, 2022 - Page 98 of 885 The development is proposed to be constructed with only a few buildings at one time. In order to meet the requirements for at least 70% of the Gross Residential Floor Area (GRFA) of the site to be deed-restricted employee housing units at any time, a construction timing plan has been provided. The plan generally calls for development starting on the west end of the site. The rockfall berm shall be graded and landscaped first, with the grading of the whole site to follow. The rental apartment building is to be constructed first. The final stage in construction is planned for Buildings A, B, C, D, E, F, G, and H. 1 Area A –Sequence 1 completed Area B –Sequence 2 completed Area C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: ALL Construction sequencing plan updates LIMIT OF DISTURBANCE AREA A AREA B AREA C USFS I-70 FRONTA G E R O A D TRACT A BUS S T O P CONSTRUCTIONSEQUENCING FULL BUILD OUT EAST VAIL HOUSING | EXHIBIT A EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 7 1 July 5, 2022 - Page 99 of 885 A1.0 1" = 40'-0"1 SITE PLAN 3 5 8 6 5 13 6 6 5 PROPOSED DESIGN As noted herein, the applicant has become aware of numerous inaccuracies with the site design presented in the previously approved DRB submittal. Although many of the refinements to the site design described in this package are interrelated, the adjustments necessary to bring the site design into conformance with accepted standards and practices and requirements of the authorities having jurisdiction can generally be attributed to ten specific issues, as outlined below. EAST VAIL HOUSING | EXHIBIT B APPROVED DRAWING FROM DRB PACKAGE DATED 2020.02.24 SITE DESIGN NARRATIVE 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 8 July 5, 2022 - Page 100 of 885 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. 14 14 14 14 PROPOSED DESIGN Utility design has been updated to conform to Eagle River Water and Sanitation District standards. Proposed design includes a looped water system and a redesign of fire hydrants to include dedicated lines. EAST VAIL HOUSING | EXHIBIT C APPROVED DRAWING FROM PEC PACKAGE DATED 2019.08.05 SITE DESIGN UTILITIES EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 9 July 5, 2022 - Page 101 of 885 EXHIBIT SHOWING CHANGE IN BUILDING FOOTPRINT LOCATION SITE DESIGN BUILDING FOOTPRINT 7 EAST VAIL HOUSING | EXHIBIT D This exhibit overlays the building footprints from the previously approved DRB/PEC submittal (green dashed line) and the current design. The floorplan and building footprint did not match in the previous submittals. 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 10 July 5, 2022 - Page 102 of 885 A1.0 1" = 40'-0"1 SITE PLAN 9 4 10 PROPOSED DESIGN Refinement of grading throughout typical design development. EAST VAIL HOUSING | EXHIBIT E APPROVED DRAWING FROM DRB PACKAGE DATED 2020.02.24 SITE DESIGN GRADING 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 11 July 5, 2022 - Page 103 of 885 A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RIDG E 161'-0" T.O. RIDG E 150'-6" T.O. RIDGE 113'-6" T.O. RID G E 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6 " T.O. RI D G E 114'-6 " T.O. R I D G E 125'-0" T.O. RID GE 113'-6" T.O. RID G E 114'-6" T.O. RIDG E 125'-0" T.O. RIDG E 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDG E 122'-0" T.O. RIDGE 137'-0 " T.O. RIDGE 125'-0" T.O. RIDGE 146'-0" T.O. RID G E 141'-0" T.O. RIDG E 139'-0" T.O. SLO P E 146'-0" T.O. RID G E 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RID G E 139'-0" T.O. SLOPE (NIC) (NIC) (NIC) (NIC) (NIC) (NIC) (NIC) (NIC) ZONE A ZONE B ZONE C DRIVE W A Y PARKI N G 24 9 7 DRIVE W A Y MONU M E N T SIGN (2) NE W T R A N S I T S T O P S ; B U S SHELT E R S T O B E C O N S T R U C T E D PER T. O . V . S T A N D A R D S PROP O S E D C O N S T R U C T I O N SEQU E N C I N G -PART 1 DOCU M E N T E D WETL A N D S T O B E PROT E C T E D D U R I N G CONS T R U C T I O N ACTIVI T E S , R E : S U R V E Y FIRE H Y D R A N T LIGHT B O L L A R D -14 LO C A T I O N S LIGHT P O L E -5 LOC A T I O N S TRASH E N C L O S U R E BIKE R A C K -4 LOC A T I O N S SITE S I G N A G E S IGN BUS S T O P NOT I N C O N T R A C T ( N I C ) SITE P L A N L E G E N D POINT O F E N T R Y POINT O F E M E R G E N C Y E G R E S S ACCE S S I B L E P A R K I N G O R ACCE S S I B L E E N T R Y P O I N T ACCE S S I B L E R O U T E SITE W A L L , R E : C I V I L & LAN D S C A P E SNOW S T O R A G E LIMIT O F S C O P E O F W O R K ACCE S S I B L E U N I T ZONE A ZONE B ZONE C84038409.8 8412.64 8414.43 8417.572' - 0"33' - 0" 33' - 0"72' - 0"29' - 0"29' - 0"841284058404.68398.58393.38402 8418.3LKJIHGFEDCBA72' - 0"33' - 0" 33' - 0"72' - 0"PERIMETER = 536'-0"GRADE PLANE: 8407.3LEVEL 1: 8398.64LEVEL 2: 8409.64 LEVEL 1: 8401.64LEVEL 2: 8412.64 LEVEL 1: 8404.64LEVEL 2: 8415.642' - 1 1/2"5' - 1 1/2"8' - 1 1/2"11' - 0"11' - 0"11' - 0"ZONEA ZONEB ZONEC GRADE PLANE CALCULATIONSegmentSTARTA8403B8409.8CD8414.4E8418.3FG8412H8405IJ8398.5K8393.3L 8412.68417.58404.68402 END8409.88412.68418.384058398.58393.3 8414.48417.58404.6840284128403 SUBTOTAL 116,812.816,822.416,832.716,81716,803.116,791.8 16,82716,835.816,809.616,795.316,829.516,805 (SUB1)/2 = SUB28406.48411.28416.358408.58401.558395.9 8413.58417.58404.88397.658414.758402.5 Length72.033.033.072.02929723333722929 L (x) Sub2605,260.8277,569.6605,977.2605,412277,251.15604,504.8 277,645.5244,107.5277,358.4243,531.85244,027.75243,67 2 . 5 Perimeter = 536.0 4,506,3 1 9 0 5 Sub2t/ L t 8407.3 Avg. G P Elevati o n U.S.G. S . 8 3 9 8 . 6 4 = 1 0 0 . 0 0 U.S.G. S . 8 4 0 7 . 3 = 1 0 8 . 6 6 AVG.G R A D E P L A N E E L E V A T I O N = 1 0 8 . 6 6 Delta 0 > 1 A B C2.34 5.34 8.34 0.33 0.33 0.33 0.77 1.76 2.75 Avg 0> 1 5.28 PROJ. N O . DRAWN: CHECKE D : DATE: © OZ AR C H I T E C T U R E SCALE: SHEET N U M B E R SHEET T I T L E : ISSUED F O R : APPROV E D : 3003 L a r i m e r S t r e e t Denver , C o l o r a d o 8 0 2 0 5 phone 3 0 3 . 8 6 1 . 5 7 0 4 www.o z a r c h . c o m ARCHI T E C T U R E ®3/10/2022 11:11:37 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indi c a t e d LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161 . 0 0 OZ OZ 2022/0 2 / 2 4 OVER A L L S I T E C O D E PLAN & S U M M A R Y G-100 LOT 1 - E A S T V A I L HOUSI N G Approv e r CODE SUMMARY:PROJECT NAME: LOT 1 EAST VAIL WORKFORCE HOUSINGPROJECT OWNER: VAIL RESORTS, INC., 390 INTERLOCKEN CRESCENT, SUITE 100, BROOMFIELD, CO 80021PROJECT ADDRESS: 3700 N. FRONTAGE RD. WEST, VAIL, CO AUTHORITIES HAVING JURISDICTION:TOWN OF VAIL COMMUNITY DEVELOPMENTTOWN OF VAIL BUILDING DEPARTMENTVAIL FIRE & EMERGENCY SERVI C E S COLORADO DEPARTMEN T O F T R A N S P O R T A T I O N APPLICABLE C O D E S : 2018 I N T E R N A T I O N A L B U I L D I N G C O D E ( I B C ) 2018 I N T E R N A T I O N A L R E S I D E N T I A L C O D E ( I R C ) 2018 I N T E R N A T I O N A L F I R E C O D E ( I F C ) 2018 I N T E R N A T I O N A L M E C H A N I C A L C O D E ( I M C ) 2018 I N T E R N A T I O N A L P L U M B I N G C O D E ( I P C ) 2018 I N T E R N A T I O N A L F U E L A N D G A S C O D E ( I F G C ) 2018 I N T E R N A T I O N A L E N E R G Y C O N S E R V A T I O N C O D E ( I E C C ) 2009 I C C / A N S I A 1 1 7 . 1 ( A N S I ) 2017 N A T I O N A L E L E C T R I C A L C O D E ( N E C ) LOCAL A M E N D M E N T S : ( T O W N O F V A I L B L D G C O D E , A D O P T E D J A N . 2019) CLIMA T E Z O N E : E A G L E C O U N T Y C O L O R A D O : 6-B SIESM I C C A T E G O R Y : XX 1" = 40' - 0 " 1 OVER A L L S I T E P L A N PROJEC T NORTH TRUE NORTH 0'20' 40' 80' 160' 9.00° CODE P L A N N O T E S 1 B U I L D I N G S H A L L B E S P R I N K L E R E D T H R O U G H O U T I N A C C O R D ANCE WITH I B C C H A P T E R 9 A N D N F P A 1 3 - R . P R O V I D E D R Y S P R I N KLER SYSTE M W H E R E A P P R O P R I A T E A N D A T A L L U N C O N D I T I O N E D LOCAT I O N S . F I R E P R O T E C T I O N E N G I N E E R I N G B Y O T H E R S . 2 A R E A O F R E F U G E I S N O T R E Q U I R E D P E R 1 0 0 7 . 3 E X C E P T I O N NO.3 . 3 S E E G - 5 0 0 S E R I E S S H E E T S F O R L I S T E D A S S E M B L I E S F O R FLOOR / C E I L I N G S , R O O F / C E I L I N G S , E X T E R I O R W A L L S , A N D PARTI T I O N S . LISTED F I R E - R E S I S T I V E A S S E M B L I E S M A Y B E S U B S T I T U T E D WITH APPR O V A L O F A U T H O R I T Y H A V I N G J U R I S D I C T I O N A N D A R C H I TECT. 4 S E E D O O R S C H E D U L E , S H E E T A - 6 0 0 F O R D O O R R A T I N G S . A LL RAT E D DOOR S T O C O M P L Y W I T H I B C 7 1 6 5 A L L P E N E T R A T I O N S T H R O U G H F L O O R S A N D R A T E D W A L L S T O BE FIRES T O P P E D I N A C C O R D A N C E W I T H I B C C H A P T E R 7 . 6 T H E G C I S T O C O O R D I N A T E F I R E D E P A R T M E N T C O N N E C T I O N (FDC) LOCAT I O N W I T H A U T H O R I T Y H A V I N G J U R I S D I C T I O N A N D A R C HITEC T . 7 T H E G C I S T O C O O R D I N A T E K N O X B O X L O C A T I O N W I T H F I R E DEPAR T M E N T A N D A R C H I T E C T . TOWN OF VAIL ZONING DE S I G N A T I O N : H O U S I N G ( H ) PARCEL NO. 2 1 0 1 0 2 4 0 3 0 0 1 RELAT E D T O V C A S E N U M B E R S A N D A C T I O N S : PLANN I N G & E N V I R O N M E N T A L C O M M I S S I O N ( P E C ) CASE N O : P E C 1 9 -0018 APPR O V E D 0 8 / 2 6 / 2 0 1 9 DESIG N R E V I E W B O A R D ( D R B ) CASE N O . : D R B 1 9 -0652 ( B O O T H H E I G H T S ) APPR O V E D 0 3 / 0 4 / 2 0 2 0 GROS S R E S I D E N T I A L F L O O R A R E A ( G R F A ) P R O P O S E D = NET F L O O R A R E A ( N F A ) P R O P O S E D = MAXIM U M B U I L D I N G H E I G H T P R O P O S E D = DENSI T Y P R O P O S E D = SETBA C K S R E Q U I R E D = 2 0 ' -0" AT A L L S I D E S EMPL O Y E E H O U S I N G U N I T S ( E H U s ) P R O P O S E D : ZONING SUMMARY: +1 8.3 +1 8 +1 7 +40 1 .5 +4 01.6 0 +4 0 1 .9 7 +4 0 5.4 5 +4 09 .8 1+4 0 7.6 3 +14 .21 +14 .4 3 +1 2 .59+12 .4 9 +4 09 .9 5+4 09 .9 1 +4 1 2.6 4+10 .80+1 0 .80 +1 1 .5 2+11.5 2 +1 4.38 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +81.0 +40 0 +4 0 6 +40 7 +4 1 3 +40 2 +4 0 8 +4 0 9 +414 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +41 7 +40 6 +412 +4 1 3 +4 08 +4 2 4 +416 +41 0 +43 0 +4 20 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3+88 .3 +8 9 .6+9 2.6 +93.9 +81.7 +84 .7 +8 6.0 +89.0 +9 0 .3 +9 3 .3 +94 .6 +4 0 0.6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +99 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5.9 +86 .0 +89 .0 +90 .3 +93 .3 +94 .6 +97 .6+97 .9 +8 7.3 +9 0.3 +9 1 .6 +9 4.6 +9 5.9 +9 8.9 +9 9.1 +9 9.0 +40 4 .4 +40 4 .6 +40 4 .5 +9 3.0 +9 6.0 +9 7.3 +4 00 .3 +4 01.6+4 04 .4 +4 04.6 +4 04 .5 +9 4.5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3.1+4 0 6.1+4 0 6.2 +9 6 .0 +9 9 .0 +4 0 1.3+4 0 4.3 +40 7 .5 +40 7 .4 +4 01.0 +4 07 .5 +4 07 .4 +81.7+8 4 .7 +8 6.0+89 .0 +90 .3+9 3 .3 +9 4.6 +4 0 0.6 +4 02.2+4 05.2 +4 06.5+4 09.5 +4 1 0.8+4 1 3.8 +4 04 .0+4 07 .0 +4 08 .3+4 11.3 +4 12.6+4 15.6 +9 6 .9 +96 .0 +93 .0 +9 1 .7 +88 .7 +9 6.0 +93 .0+91 .7 +8 8 .7 +8 7 .4 +8 4.4 +83.1 +8 0 .1 +84 .4 +8 1 .2 +9 7.1 +40 7 .5+4 0 9 .5+4 1 0.8 +93 .0+96 .0 +97 .3 +40 0 .3 +4 05 .6 +98 .0+40 1 .0 +40 2 .3+40 4 .1 9 2.0 + 92.0 + 9 5 .0+ 9 6.3 + 9 9.3 + 9 5 .0+ 9 6.3 + 9 9.3 + +40 1 .6 +405 .1+40 8.1 +4 09.4+4 1 2.4 +4 0 6.0+4 0 9.0 +4 1 0 .3+4 1 2 .0 +4 08 .0+4 1 1 .0 +4 1 2.3 +4 00 .1 +1 7 +2 4 +17 +1 1 +1 8 +25 +2 6+30 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM +18.3 +1 8 +1 7 +4 0 1 .5 +40 1 .6 0 +401.9 7 +405 .4 5 +40 9 .81+407 .6 3 +1 4 .2 1 +1 4 .43 +1 2.5 9+1 2 .49 +40 9 .95+40 9 .91 +412 .6 4+1 0 .80+1 0.8 0 +11.5 2+1 1 .52 +14.3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 06 +4 0 7 +4 1 3 +4 0 2 +4 08 +40 9 +4 1 4 +4 1 2 +4 06 +4 0 4 +4 10 +411 +4 1 7 +4 0 6 +4 1 2 +4 13 +40 8 +4 2 4 +41 6 +4 1 0 +4 3 0 +42 0 +12 +1 9 +18 +18 +14 +8 4.0 +85 .3+8 8 .3 +8 9 .6+92 .6 +93 .9 +8 1 .7 +8 4 .7 +86 .0 +89 .0 +9 0.3 +93.3 +9 4 .6 +400 .6 +8 1 .0 +8 4.0 +8 5.3 +8 8.3 +8 9.6 +9 2.6 +9 3.9 +9 9 .6 +81.0 +84.0 +85.3 +88.3 +89.6 +92.6 +8 2.0 +8 5.0 +86.3 +89.3 +90.6 +93.6 +84 .0 +87 .0 +88 .3 +91.3 +92 .6 +95 .6+92.7 +93.9 +95 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +87 .3 +90 .3 +91.6 +94 .6 +95 .9 +98 .9 +99 .1 +99 .0 +4 0 4.4 +4 0 4 .6 +4 0 4.5 +93 .0 +96 .0 +97 .3 +40 0 .3 +40 1 .6+40 4 .4 +40 4 .6 +40 4 .5 +94 .5+97.5 +98.8 +401.8 +403 .1+406 .1+406 .2 +96 .0 +99 .0 +40 1.3+40 4 .3 +4 0 7.5 +4 0 7.4 +40 1 .0 +40 7 .5 +40 7 .4 +8 1 .7+8 4.7 +86 .0+8 9 .0 +9 0 .3+93 .3 +94 .6 +4 00 .6 +40 2 .2+40 5 .2 +40 6 .5+40 9 .5 +410 .8+413 .8 +40 4 .0+40 7 .0 +40 8 .3+411 .3 +412 .6+415 .6 +9 6.9 +9 6 .0 +9 3 .0 +9 1 .7 +88 .7 +96 .0 +9 3 .0+9 1 .7 +88 .7 +87 .4 +84 .4 +83 .1 +80.1 +8 4 .4 +8 1 .2 +97 .1 +4 0 7 .5+4 0 9.5+410 .8 +9 3 .0+9 6 .0 +9 7 .3 +4 0 0.3 +40 5 .6 +9 8 .0+4 0 1 .0 +4 0 2.3+4 0 4.1 92 .0 + 9 2 .0+ 9 5.0 + 96 .3 + 99 .3 + 9 5.0 + 96 .3 + 99 .3 + +4 0 1 .6 +40 5 .1+40 8 .1 +40 9 .4+412 .4 +4 06 .0+4 09 .0 +410.3+412.0 +40 8 .0+411.0 +412 .3 +40 0 .1 +1 7 +2 4 +17 +11 +18 +25 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RIDGE 161'-0" T.O. RIDGE 150'-6" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RID G E 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 122'-0" T.O. RIDG E 137'-0" T.O. RIDGE 125'-0" T.O. RIDGE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Roof Elevation Height from most Restrictive Most Restrictive Grade Zone A POINT 1.1 8390 8398 8440 50 8390 POINT 1.2 8385 8395 8437 52 8385 POINT 1.3 8383 8393 8435 52 8383 POINT 1.4 8386 8402 8453 67 8386 POINT 1.5 8390 8403 8445 55 8390 POINT 1.6 8396 8407 8449 53 8396 POINT 1.7 8400 8409 8457 57 8400 POINT 1.8 8403 8405 8456 53 8403 Zone B POINT 2.1 8393 8398 8441 48 8393 POINT 2.2 8398 8410 8442 44 8398 POINT 2.3 8397 8405 8450 53 8397 POINT 2.4 8403 8405 8460 57 8403 POINT 2.5 8405 8412 8445 40 8405 POINT 2.6 8408 8410 8465 57 8408 Zone C POINT 3.1 8398 8405 8447 49 8398 POINT 3.2 8401 8407 8449 48 8401 POINT 3.3 8404 8412 8454 50 8404 POINT 3.4 8407 8414 8456 49 8407 POINT 3.5 8410 8416 8458 48 8410 POINT 3.6 8414 8418 8460 46 8414 Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Roof Elevation Height from most Restrictive Most Restrictive Grade Building 1 POINT 1.1 8390 8395 8439 49 8390 POINT 1.2 8385 8394.9 8444.9 60 8385 POINT 1.3 8383 8394.9 8438.9 56 8383 POINT 1.4 8386 8402 8446 60 8386 POINT 1.5 8390 8404 8439 49 8390 POINT 1.6 8396 8406 8444 49 8396 POINT 1.7 8400 8406.9 8438.9 38.9 8400 POINT 1.8 8403 8407 8446 43 8403 Building 2 POINT 2.1 8393 8396.5 8416.5 23.5 8393 POINT 2.2 8398 8399 8445 47 8398 POINT 2.3 8397 8399 8443.5 46.5 8397 POINT 2.4 8403 8409 8462 60 8403 POINT 2.5 8405 8411.9 8448.9 43.9 8405 POINT 2.6 8408 8414 8460 52 8408 Building 3 POINT 3.1 8398 8402 8446 48 8398 POINT 3.2 8401 8404.4 8454.4 53.4 8401 POINT 3.3 8404 8409 8451 47 8404 POINT 3.4 8407 8414 8461 54 8407 POINT 3.5 8410 8416 8457 47 8410 POINT 3.6 8414 8418 8454 40 8414 N 1.1 2.3 3.3 1.7 3.6 1.8 2.61.2 3.2 1.6 2.5 3.51.3 2.1 3.1 1.5 2.2 3.4 1.4 2.4 4 EAST VAIL HOUSING | EXHIBIT F APPROVED DRAWINGS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN SITE DESIGN GRADING SITE SECTION 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 12 July 5, 2022 - Page 104 of 885 AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPER T Y L I N E LOT L INE AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RDPROPERTY LINELOT LINE AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPERTY LINE LOT L INE +1 8.3 +1 8 +1 7 +40 1 .5 +40 1.6 0 +4 01.9 7 +4 05 .4 5 +40 9 .8 1+4 07 .6 3 +1 4 .21 +1 4 .43 +1 2.59+12 .49 +40 9 .9 5+40 9 .9 1 +4 12.6 4+1 0 .80+1 0 .80 +11.5 2+1 1 .5 2 +1 4.3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +81.0 +40 0 +4 0 6 +4 0 7 +4 1 3 +4 0 2 +4 0 8 +4 09 +4 1 4 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +411 +4 1 7 +4 0 6 +4 1 2 +4 1 3 +408 +4 2 4 +416 +4 1 0 +4 3 0 +420 +1 2 +1 9 +18 +18 +1 4 +8 4 .0 +8 5.3+88 .3 +8 9 .6+9 2.6 +93 .9 +81.7+8 4 .7 +86.0 +89 .0 +9 0 .3+9 3.3 +9 4 .6 +4 00.6 +8 1 .0+8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6+9 2 .6 +9 3 .9 +99 .6 +8 1 .0+8 4.0 +8 5.3 +8 8.3 +8 9.6+9 2.6 +8 2.0+8 5.0 +8 6.3 +8 9.3 +9 0.6+9 3.6 +8 4.0+8 7.0 +8 8.3 +9 1 .3 +9 2.6+9 5.6+9 2.7 +9 3.9 +9 5.9 +8 6 .0+8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6+9 7 .6+9 7 .9 +87.3+90.3 +91.6 +94.6 +95.9+98.9 +99.1 +99.0 +4 0 4 .4 +40 4 .6 +4 0 4 .5 +93 .0+96 .0 +97 .3 +40 0 .3 +40 1 .6+40 4 .4 +4 04 .6 +40 4 .5 +94 .5+9 7.5 +9 8.8 +4 01.8 +4 03.1+4 06.1+4 06.2 +9 6.0+9 9.0 +4 01.3+4 04 .3 +4 0 7 .5 +4 0 7 .4 +401.0 +407 .5 +407 .4 +81.7+8 4 .7 +86.0+89 .0 +9 0 .3 +9 3.3 +94 .6 +4 00.6 +402 .2+405 .2 +406 .5+409 .5 +410.8+413.8 +40 4 .0+40 7 .0 +40 8 .3+411.3 +412 .6+415 .6 +9 6 .9 +9 6 .0 +93 .0 +9 1 .7 +88 .7 +96.0 +93 .0+9 1 .7 +8 8.7 +8 7.4 +84 .4 +83 .1 +8 0.1 +84 .4 +8 1 .2 +97.1 +40 7 .5+4 0 9 .5+4 10.8 +9 3 .0+9 6 .0 +9 7 .3 +4 0 0 .3 +40 5 .6 +9 8 .0+4 0 1 .0 +4 0 2 .3+4 0 4 .1 92.0 + 92 .0 + 9 5.0 + 96.3 + 9 9.3 + 9 5.0 + 9 6.3 + 9 9.3 + +4 0 1 .6 +40 5 .1+40 8 .1 +4 09 .4+4 12.4 +4 06.0+4 09.0 +4 1 0.3+4 1 2.0 +408 .0+411.0 +412 .3 +400 .1 +1 7 +2 4 +17 +1 1 +18 +25 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 1:18:58 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM +18.3 +1 8 +1 7 +4 0 1 .5 +40 1 .6 0 +401.9 7 +405 .4 5 +40 9 .81+407 .6 3 +1 4 .2 1 +1 4 .43 +1 2.5 9+1 2 .49 +40 9 .95+40 9 .91 +1 0 .80+1 0.8 0 +11.5 2+1 1 .52 +1 4.3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 06 +4 0 7 +4 1 3 +4 0 2 +4 08 +40 9 +4 1 4 +412 +406 +4 0 4 +4 10 +411 +4 1 7 +4 0 6 +4 1 2 +4 13 +40 8 +4 2 4 +41 6 +4 1 0 +4 3 0 +42 0 +12 +1 9 +18 +18 +14 +8 4.0 +85.3+8 8 .3 +8 9 .6+92 .6 +93 .9 +81 .7 +8 4 .7 +86 .0 +89 .0 +9 0.3+9 3.3 +9 4 .6 +4 00 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6+9 2 .6 +9 3 .9 +9 9 .6 +8 1 .0 +8 4.0 +8 5.3 +8 8.3 +8 9.6+9 2.6 +8 2.0 +8 5.0 +8 6.3 +8 9.3 +9 0.6+9 3.6 +8 4.0 +8 7.0 +8 8.3 +9 1.3 +92.6+95.6+9 2.7 +9 3.9 +95.9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6+9 7 .6+9 7 .9 +87 .3 +90 .3 +91.6 +94 .6 +95 .9+98 .9 +99 .1 +99 .0 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +93 .0 +96 .0 +97 .3 +40 0 .3 +40 1 .6+40 4 .4+40 4 .5 +94 .5 +97 .5 +98 .8 +40 1 .8 +40 3 .1+40 6 .1+40 6 .2 +96 .0 +99 .0 +40 1 .3+40 4 .3 +4 07 .5 +4 07 .4 +40 1 .0 +40 7 .5 +40 7 .4 +81 .7 +8 4.7 +86 .0+8 9 .0 +9 0 .3+93.3 +94 .6 +4 00 .6 +40 2 .2+40 5 .2 +40 6 .5+40 9 .5 +410 .8+413 .8 +40 4 .0+40 7 .0 +40 8 .3+411.3 +412 .6+415 .6 +9 6 .9 +96.0 +93.0 +91.7 +88.7 +96.0 +93.0+91.7 +88.7 +87.4 +84.4 +83.1 +80.1 +84.4 +8 1 .2 +97.1 +40 7 .5+4 0 9 .5+4 10.8 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +40 5 .6 +9 8 .0 +4 0 1 .0 +4 0 2 .3+4 0 4 .1 92.0 + 92 .0 + 9 5.0 + 96.3 + 9 9.3 + 9 5.0 + 9 6.3 + 9 9.3 + +4 0 1 .6 +40 5 .1+40 8 .1 +40 9 .4+412 .4 +4 06 .0+4 09 .0 +4 10.3+412.0 +40 8 .0+411.0 +412 .3 +40 0 .1 +1 7 +2 4 +17 +11 +18 +25 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64 FFE FLR 0: 8398.64 FFE FLR 1: 8412.64 FFE FLR 0: 8401.64 FFE FLR 1: 8415.64 FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/10/2022 11:26:57 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1SITE SECTION 1" = 20'-0"2SITE PLAN DIAGRAM +1 8.3 +1 8 +1 7 +40 1 .5 +4 01.6 0 +4 0 1 .9 7 +4 0 5.4 5 +4 09 .8 1+4 0 7.6 3 +14 .21 +14 .4 3 +1 2 .59+12 .4 9 +4 09 .9 5+4 09 .9 1 +4 1 2.6 4+10 .80+1 0 .80 +1 1 .5 2+11.5 2 +1 4.38 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +81.0 +40 0 +4 0 6 +40 7 +4 1 3 +40 2 +4 0 8 +4 0 9 +414 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +41 7 +40 6 +412 +4 1 3 +4 08 +4 2 4 +416 +41 0 +43 0 +4 20 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3+88 .3 +8 9 .6+9 2.6 +93.9 +81.7 +84 .7 +8 6.0 +89.0 +9 0 .3 +9 3 .3 +94 .6 +4 0 0.6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +99 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5.9 +86 .0 +89 .0 +90 .3 +93 .3 +94 .6 +97 .6+97 .9 +8 7.3 +9 0.3 +9 1 .6 +9 4.6 +9 5.9 +9 8.9 +9 9.1 +9 9.0 +40 4 .4 +40 4 .6 +40 4 .5 +9 3.0 +9 6.0 +9 7.3 +4 00 .3 +4 01.6+4 04 .4 +4 04.6 +4 04 .5 +9 4.5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3.1+4 0 6.1+4 0 6.2 +9 6 .0 +9 9 .0 +4 0 1.3+4 0 4.3 +40 7 .5 +40 7 .4 +4 01.0 +4 07 .5 +4 07 .4 +81.7+8 4 .7 +8 6.0+89 .0 +90 .3+9 3 .3 +9 4.6 +4 0 0.6 +4 02.2+4 05.2 +4 06.5+4 09.5 +4 1 0.8+4 1 3.8 +4 04 .0+4 07 .0 +4 08 .3+4 11.3 +4 12.6+4 15.6 +9 6 .9 +96 .0 +93 .0 +9 1 .7 +88 .7 +9 6.0 +93 .0+91 .7 +8 8 .7 +8 7 .4 +8 4.4 +83.1 +8 0 .1 +84 .4 +8 1 .2 +9 7.1 +40 7 .5+4 0 9 .5+4 1 0.8 +93 .0+96 .0 +97 .3 +40 0 .3 +4 05 .6 +98 .0+40 1 .0 +40 2 .3+40 4 .1 9 2.0 + 92.0 + 9 5 .0+ 9 6.3 + 9 9.3 + 9 5 .0+ 9 6.3 + 9 9.3 + +40 1 .6 +405 .1+40 8.1 +4 09.4+4 1 2.4 +4 0 6.0+4 0 9.0 +4 1 0 .3+4 1 2 .0 +4 08 .0+4 1 1 .0 +4 1 2.3 +4 00 .1 +1 7 +2 4 +17 +1 1 +1 8 +25 +2 6+30 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM +18.3 +1 8 +1 7 +4 0 1 .5 +40 1 .6 0 +401.9 7 +405 .4 5 +40 9 .81+407 .6 3 +1 4 .2 1 +1 4 .43 +1 2.5 9+1 2 .49 +40 9 .95+40 9 .91 +412 .6 4+1 0 .80+1 0.8 0 +11.5 2+1 1 .52 +14.3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 06 +4 0 7 +4 1 3 +4 0 2 +4 08 +40 9 +4 1 4 +4 1 2 +4 06 +4 0 4 +4 10 +411 +4 1 7 +4 0 6 +4 1 2 +4 13 +40 8 +4 2 4 +41 6 +4 1 0 +4 3 0 +42 0 +12 +1 9 +18 +18 +14 +8 4.0 +85 .3+8 8 .3 +8 9 .6+92 .6 +93 .9 +8 1 .7 +8 4 .7 +86 .0 +89 .0 +9 0.3 +93.3 +9 4 .6 +400 .6 +8 1 .0 +8 4.0 +8 5.3 +8 8.3 +8 9.6 +9 2.6 +9 3.9 +9 9 .6 +81.0 +84.0 +85.3 +88.3 +89.6 +92.6 +8 2.0 +8 5.0 +86.3 +89.3 +90.6 +93.6 +84 .0 +87 .0 +88 .3 +91.3 +92 .6 +95 .6+92.7 +93.9 +95 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +87 .3 +90 .3 +91.6 +94 .6 +95 .9 +98 .9 +99 .1 +99 .0 +4 0 4.4 +4 0 4 .6 +4 0 4.5 +93 .0 +96 .0 +97 .3 +40 0 .3 +40 1 .6+40 4 .4 +40 4 .6 +40 4 .5 +94 .5+97.5 +98.8 +401.8 +403 .1+406 .1+406 .2 +96 .0 +99 .0 +40 1.3+40 4 .3 +4 0 7.5 +4 0 7.4 +40 1 .0 +40 7 .5 +40 7 .4 +8 1 .7+8 4.7 +86 .0+8 9 .0 +9 0 .3+93 .3 +94 .6 +4 00 .6 +40 2 .2+40 5 .2 +40 6 .5+40 9 .5 +410 .8+413 .8 +40 4 .0+40 7 .0 +40 8 .3+411 .3 +412 .6+415 .6 +9 6.9 +9 6 .0 +9 3 .0 +9 1 .7 +88 .7 +96 .0 +9 3 .0+9 1 .7 +88 .7 +87 .4 +84 .4 +83 .1 +80.1 +8 4 .4 +8 1 .2 +97 .1 +4 0 7 .5+4 0 9.5+410 .8 +9 3 .0+9 6 .0 +9 7 .3 +4 0 0.3 +40 5 .6 +9 8 .0+4 0 1 .0 +4 0 2.3+4 0 4.1 92 .0 + 9 2 .0+ 9 5.0 + 96 .3 + 99 .3 + 9 5.0 + 96 .3 + 99 .3 + +4 0 1 .6 +40 5 .1+40 8 .1 +40 9 .4+412 .4 +4 06 .0+4 09 .0 +410.3+412.0 +40 8 .0+411.0 +412 .3 +40 0 .1 +1 7 +2 4 +17 +11 +18 +25 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPER T Y L I N E LOT L INE +18.3 +1 8 +1 7 +4 0 1 .5 +40 1 .6 0 +401.9 7 +405 .4 5 +40 9 .81+407 .6 3 +1 4 .2 1 +1 4 .43 +1 2.5 9+1 2 .49 +40 9 .95+40 9 .91 +412 .6 4+1 0 .80+1 0.8 0 +11.5 2+1 1 .52 +1 4.3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 06 +4 0 7 +4 1 3 +4 0 2 +4 08 +40 9 +4 1 4 +4 1 2 +4 06 +4 0 4 +4 10 +411 +4 1 7 +4 0 6 +4 1 2 +4 13 +40 8 +4 2 4 +41 6 +4 1 0 +4 3 0 +42 0 +12 +1 9 +18 +18 +14 +8 4.0 +85 .3+8 8 .3 +8 9 .6+92 .6 +93 .9 +8 1 .7+8 4 .7 +86 .0 +89 .0 +9 0.3+93.3 +9 4 .6 +4 00 .6 +8 1 .0+8 4.0 +8 5.3 +8 8.3 +8 9.6+9 2.6 +9 3.9 +9 9 .6 +8 1.0+8 4.0 +85.3 +88.3 +89.6+92.6 +8 2.0+8 5.0 +8 6.3 +8 9.3 +9 0.6+93.6 +84 .0+87 .0 +88 .3 +91.3 +92 .6+95 .6+92.7 +93.9 +95 .9 +8 6 .0+8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6+9 7 .6+9 7 .9 +87 .3+90 .3 +91.6 +94 .6 +95 .9+98 .9 +99 .1 +99 .0 +4 0 4.4 +4 0 4 .6 +4 0 4.5 +93 .0+96 .0 +97 .3 +40 0 .3 +40 1 .6+40 4 .4 +40 4 .6 +40 4 .5 +94 .5+97.5 +98.8 +401.8 +403 .1+406 .1+406 .2 +96 .0+99 .0 +40 1.3+40 4 .3 +4 0 7.5 +4 0 7.4 +40 1 .0 +40 7 .5 +40 7 .4 +8 1 .7+8 4.7 +86 .0+8 9 .0 +9 0 .3 +93 .3 +94 .6 +4 00 .6 +40 2 .2+40 5 .2 +40 6 .5+40 9 .5 +410 .8+413 .8 +40 4 .0+40 7 .0 +40 8 .3+411 .3 +412 .6+415 .6 +9 6.9 +9 6 .0 +9 3 .0 +9 1 .7 +8 8 .7 +96 .0 +9 3 .0+9 1 .7 +88 .7 +87 .4 +84 .4 +83 .1 +80.1 +8 4 .4 +8 1 .2 +97 .1 +4 0 7 .5+4 0 9.5+410 .8 +9 3 .0+9 6 .0 +9 7 .3 +4 0 0.3 +40 5 .6 +9 8 .0+4 0 1 .0 +4 0 2.3+4 0 4.1 92 .0 + 9 2 .0+ 9 5.0 + 96 .3 + 99 .3 + 9 5.0 + 96 .3 + 99 .3 + +4 0 1 .6 +40 5 .1+40 8 .1 +40 9 .4+412 .4 +4 06 .0+409 .0 +410.3+412.0 +40 8 .0+411.0 +412 .3 +40 0 .1 +1 7 +2 4 +17 +11 +18 +25 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM N 4 4 EAST VAIL HOUSING | EXHIBIT G APPROVED DRAWINGS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN APARTMENT BUILDING SITE DESIGN GRADING SITE SECTION 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 13 July 5, 2022 - Page 105 of 885 EAST VAIL HOUSING | EXHIBIT H Approved DRB Submittal dated 2019.02.20 LANDSCAPE PLANTING PLAN APPROVED PLAN FROM DRB PACKAGE DATED 2019.02.20 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 14 July 5, 2022 - Page 106 of 885 EAST VAIL HOUSING | EXHIBIT H The planting plan shows plant diversity that will be well suited for the site conditions and elevation. The layout and quantity of species is updated due to the site plan shifts, berm and bus stop screening requirements, and creating a fire-wise landscape with defensible space. LANDSCAPE PLANTING PLAN 38 54 55 56 20% additional plants along berm per DRB conditions of approval. Screen rockfall berm with undulating row of Aspens per Wildlife Mitigation Plan. Additional species screening north and west of entrance per Wildlife Mitigation Plan. Save trees within setback area per Wildlife Mitigation Plan. formed shhrubs BLDG 1 BLDG A (NAP) BLDG B (NAP) BLDG C (NAP) BLDG D (NAP) BLDG E (NAP) BLDG F (NAP) BLDG G (NAP) BLDG H (NAP) APARTMENTS INTER S T A T E H I G H W A Y 7 0 FRON T A G E R O A D PROPERTY LINE CDOT PROPERTY BLDG H BLDG G BLDG F BLDG E BLDG A BLDG B BLDG C BLDG D LEGEND LANDSCAPE BED NATIVE SEED TREE PRESERVATION AREA LIMIT OF WORK COBBLE MULCH SOD NORTH SCALE 0 50 100 200 5438 56 55 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 15 July 5, 2022 - Page 107 of 885 EAST VAIL HOUSING | EXHIBIT I Approved DRB drawings LANDSCAPE SNOW STORAGE PLAN APPROVED PLAN FROM DRB PACKAGE DATED 2019.02.20 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 16 July 5, 2022 - Page 108 of 885 EAST VAIL HOUSING | EXHIBIT I Update the total SF of hardscape to 30% for snow storage per TOV requirements. This design accommodates not just for the full build out of the project, but for each phase, and includes driveways, parking, and sidewalks. 13 Snow Storage meets or exceeds 30% for all hardscape at the end of each phase per TOV requirements. APARTMENTS INTER S T A T E H I G H W A Y 7 0 FRON T A G E R O A D PROPERTY LINE CDOT PROPERTY BLDG H BLDG G BLDG F BLDG E BLDG A BLDG B BLDG C BLDG D SNOW STORAGE TOTAL HARDSCAPE 41,424 SF 30% SNOW STORAGE REQUIRED 12,427 SF SNOW STORAGE PROVIDED 15,606 SF NORTH SCALE 0 50 100 200 LANDSCAPE SNOW STORAGE PLAN 13 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 17 July 5, 2022 - Page 109 of 885 Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' 25 34 37 24 27 27 27 27 24 27 27 27 27 25 25 26 24 26 24 Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. EAST VAIL HOUSING | EXHIBIT J APPROVED ELEVATION FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS 24 25 26 27 28 34 37 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 18 July 5, 2022 - Page 110 of 885 Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0"SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0"THIRD LEVEL FF - 151'-0"SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' 25 25 3737 25 37 24 2424 27 27 27 27 24 34 26 26 EAST VAIL HOUSING | EXHIBIT K APPROVED ELEVATION FROM DRB PACKAGE 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. 24 25 26 27 28 34 37 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 19 July 5, 2022 - Page 111 of 885 LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"53' - 8 1/4"159' - 8 1/4" 155' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"13' - 8 1/4"42' - 2"158' - 10 1/4"55' - 10 1/4"LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"16' - 0 1/8"42' - 2"161' - 2 1/4"58' - 2 1/8"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"5' - 0"2' - 0"53' - 8 1/4"9' - 2"159' - 8 1/4" 155' - 7 3/4"MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/10/2022 11:48:07 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-202 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"3 EAST ELEVATION - ZONE C 1/8" = 1'-0"4 WEST ELEVATION - ZONE A 1/8" = 1'-0"1 EAST ELEVATION - ZONE A 1/8" = 1'-0"5 WEST ELEVATION - ZONE B 1/8" = 1'-0"2 EAST ELEVATION - ZONE B 1/8" = 1'-0"6 WEST ELEVATION - ZONE C 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"53' - 8 1/4"159' - 8 1/4" 155' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"13' - 8 1/4"42' - 2"158' - 10 1/4"55' - 10 1/4"LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"16' - 0 1/8"42' - 2"161' - 2 1/4"58' - 2 1/8"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"5' - 0"2' - 0"53' - 8 1/4"9' - 2"159' - 8 1/4" 155' - 7 3/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/10/2022 11:48:07 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-202 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"3 EAST ELEVATION - ZONE C 1/8" = 1'-0"4 WEST ELEVATION - ZONE A 1/8" = 1'-0"1 EAST ELEVATION - ZONE A 1/8" = 1'-0"5 WEST ELEVATION - ZONE B 1/8" = 1'-0"2 EAST ELEVATION - ZONE B 1/8" = 1'-0"6 WEST ELEVATION - ZONE C 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS,BRONZE COLOR METAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS,BRONZE COLOR METAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING 25 3434 25 24 27 37 27 27 37 27 26 26 EAST VAIL HOUSING | EXHIBIT L APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. 24 25 26 27 28 34 37 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 20 July 5, 2022 - Page 112 of 885 LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"53' - 8 1/4"159' - 8 1/4" 155' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"13' - 8 1/4"42' - 2"158' - 10 1/4"55' - 10 1/4"LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"16' - 0 1/8"42' - 2"161' - 2 1/4"58' - 2 1/8"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"5' - 0"2' - 0"53' - 8 1/4"9' - 2"159' - 8 1/4" 155' - 7 3/4"MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/10/2022 11:48:07 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-202 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"3 EAST ELEVATION - ZONE C 1/8" = 1'-0"4WEST ELEVATION - ZONE A 1/8" = 1'-0"1 EAST ELEVATION - ZONE A 1/8" = 1'-0"5WEST ELEVATION - ZONE B 1/8" = 1'-0"2 EAST ELEVATION - ZONE B 1/8" = 1'-0"6WEST ELEVATION - ZONE C 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"53' - 8 1/4"159' - 8 1/4" 155' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"13' - 8 1/4"42' - 2"158' - 10 1/4"55' - 10 1/4"LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"16' - 0 1/8"42' - 2"161' - 2 1/4"58' - 2 1/8"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"5' - 0"2' - 0"53' - 8 1/4"9' - 2"159' - 8 1/4" 155' - 7 3/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/10/2022 11:48:07 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-202 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"3 EAST ELEVATION - ZONE C 1/8" = 1'-0"4 WEST ELEVATION - ZONE A 1/8" = 1'-0"1 EAST ELEVATION - ZONE A 1/8" = 1'-0"5 WEST ELEVATION - ZONE B 1/8" = 1'-0"2 EAST ELEVATION - ZONE B 1/8" = 1'-0"6 WEST ELEVATION - ZONE C 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"53' - 8 1/4"159' - 8 1/4" 155' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"13' - 8 1/4"42' - 2"158' - 10 1/4"55' - 10 1/4"LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"16' - 0 1/8"42' - 2"161' - 2 1/4"58' - 2 1/8"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"5' - 0"2' - 0"53' - 8 1/4"9' - 2"159' - 8 1/4" 155' - 7 3/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/10/2022 11:48:07 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-202 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"3 EAST ELEVATION - ZONE C 1/8" = 1'-0"4 WEST ELEVATION - ZONE A 1/8" = 1'-0"1 EAST ELEVATION - ZONE A 1/8" = 1'-0"5 WEST ELEVATION - ZONE B 1/8" = 1'-0"2 EAST ELEVATION - ZONE B 1/8" = 1'-0"6 WEST ELEVATION - ZONE C 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES -MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER 34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS,THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BEPAINTEDTO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEKFLASHING TAPE AROUND PENETRATING PIPE.METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPESMOUNTAIN ASH SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES -MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER 34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS,THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BEPAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEKFLASHING TAPE AROUND PENETRATING PIPE.METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPESMOUNTAIN ASH 25 25 24 2427 37 37 27 34 34 28 28 2626 EAST VAIL HOUSING | EXHIBIT M APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. 24 25 26 27 28 34 37 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 21 July 5, 2022 - Page 113 of 885 LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"53' - 8 1/4"159' - 8 1/4" 155' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"13' - 8 1/4"42' - 2"158' - 10 1/4"55' - 10 1/4"LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"16' - 0 1/8"42' - 2"161' - 2 1/4"58' - 2 1/8"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"5' - 0"2' - 0"53' - 8 1/4"9' - 2"159' - 8 1/4" 155' - 7 3/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/10/2022 11:48:07 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-202 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"3 EAST ELEVATION - ZONE C 1/8" = 1'-0"4WEST ELEVATION - ZONE A 1/8" = 1'-0"1 EAST ELEVATION - ZONE A 1/8" = 1'-0"5WEST ELEVATION - ZONE B 1/8" = 1'-0"2 EAST ELEVATION - ZONE B 1/8" = 1'-0"6WEST ELEVATION - ZONE C 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"53' - 8 1/4"159' - 8 1/4" 155' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"13' - 8 1/4"42' - 2"158' - 10 1/4"55' - 10 1/4"LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"16' - 0 1/8"42' - 2"161' - 2 1/4"58' - 2 1/8"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"5' - 0"2' - 0"53' - 8 1/4"9' - 2"159' - 8 1/4" 155' - 7 3/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/10/2022 11:48:07 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-202 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"3 EAST ELEVATION - ZONE C 1/8" = 1'-0"4 WEST ELEVATION - ZONE A 1/8" = 1'-0"1 EAST ELEVATION - ZONE A 1/8" = 1'-0"5 WEST ELEVATION - ZONE B 1/8" = 1'-0"2 EAST ELEVATION - ZONE B 1/8" = 1'-0"6 WEST ELEVATION - ZONE C 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"53' - 8 1/4"159' - 8 1/4" 155' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 3/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"42' - 2"153' - 8 1/4" 149' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"13' - 8 1/4"42' - 2"158' - 10 1/4"55' - 10 1/4"LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"16' - 0 1/8"42' - 2"161' - 2 1/4"58' - 2 1/8"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"11' - 6 1/4"42' - 2"5' - 0"2' - 0"53' - 8 1/4"9' - 2"159' - 8 1/4" 155' - 7 3/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/10/2022 11:48:07 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-202 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"3 EAST ELEVATION - ZONE C 1/8" = 1'-0"4 WEST ELEVATION - ZONE A 1/8" = 1'-0"1 EAST ELEVATION - ZONE A 1/8" = 1'-0"5 WEST ELEVATION - ZONE B 1/8" = 1'-0"2 EAST ELEVATION - ZONE B 1/8" = 1'-0"6 WEST ELEVATION - ZONE C 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRYSECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES -MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS,THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BEPAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEKFLASHING TAPE AROUND PENETRATING PIPE.METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRYSECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES -MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER 34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS,THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BEPAINTEDTO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEKFLASHING TAPE AROUND PENETRATING PIPE.METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH 25 28 25 24 24 27 37 37 27 27 2626 EAST VAIL HOUSING | EXHIBIT N APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN 34 34 BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. 24 25 26 27 28 34 37 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 22 July 5, 2022 - Page 114 of 885 A4.0 3 150'-6" T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0" T.O. RIDGE TYP.?? ?? 161'-0" T.O. RIDGE TYP.????SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 VALLEYR1 V A L L E Y SLOPE4:12SLOPE4:12A4.0 3161'-0" T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5 BUILDING 2 - STAIR SECTION4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 153' - 8 1/4" 149' - 7 1/2" 158' - 10 1/4"161' - 2 1/4" 159' - 8 1/4" 155' - 7 3/4" 155' - 7 3/4" 149' - 7 3/4" DASHED LINES INDICATE LOW ROOFS BELOW, RE: ELEVATIONS 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:26:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTENDCONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOWTHE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE ANENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNTTHE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TOPROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING,DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THE RETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THEREMUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDERTHE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BELOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROMEAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THESNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OFSNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCE SUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BEFORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTENDCONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOWTHE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE ANENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNTTHE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING,DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THERETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THEREMUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDERTHE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BELOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THESNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OFSNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCESUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BEFORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTENDCONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOWTHE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE ANENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNTTHE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING,DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THERETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THEREMUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDERTHE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BELOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THESNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OFSNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCESUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BEFORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 34 34 34 34 25 25 25 25 34 34 34 EAST VAIL HOUSING | EXHIBIT O DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN ZONE A ZONE C ZONE B 25 34 Change Building Height call-outs to be accurate. Previously approved roof plans and elevation callouts were not coordinated. Change roofing material from asphalt shingles to standing seam metal and update corresponding dormer locations per DRB conditions of approval dated 2020.03.04. NOTE: material change to standing seam applies to both high and low roofs. N BUILDING DESIGN ROOF EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 23 July 5, 2022 - Page 115 of 885 NORTH (BACK) BUILDING 3 EAST (RIGHT) WEST (LEFT) 298 SF ABOVE GRADE 398 SF BELOW GRADE 696 SF OF WALL 12'-0"58'-0" 0 SF ABOVE GRADE 852 SF BELOW GRADE 852 SF OF WALL Below Grade Above Grade Total = 3,428 sf of wall below grade / 6,912 sf of wall = 50% of wall below grade .50 X 7,590 sf of horizontal floor area = 3,795 sf deduction 81'-0" 78'-0" 71'-0"12'-0"Horizontal Floor Area: 2,715 sf UNIT GRFA (inc.exterior face of the wall) CONTRIBUTING TO GRFA LEVEL 1 - 7,590 SQ FT (INCLUDING COMMON) LEVEL 2 - 9,960 SQ FT (INCLUDING COMMON) LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) TOTAL = 38,370 SQ FT TOTAL BUILDING GRFA EXCLUDE COMMOM GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 30,920 SQ FT 38,370 SQFT 3,655 SQFT 3,795 SQFT COMMON SPACE DEDUCTIONGRFA PER TOV CODE 12-15-3-b-1-a-1 TOTAL = 3,655 SQ FT NORTH (BACK) BUILDINGS 1-2 0 SF ABOVE GRADE 1908 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDING 1-2 1908 SF ABOVE GRADE 0 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDINGS 3 852 SF ABOVE GRADE 0 SF BELOW GRADE 852 SF OF WALL 426 SF ABOVE GRADE 270 SF BELOW GRADE 696 SF OF WALL LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) 81'-0" 78'-0" 71'-0"12'-0"12'-0"58'-0" A1.2.5 APARTMENT BUILDINGS - 1/2/3 NORTH (BACK) BUILDING 3 EAST (RIGHT) WEST (LEFT) 298 SF ABOVE GRADE 398 SF BELOW GRADE 696 SF OF WALL 12'-0"58'-0" 0 SF ABOVE GRADE 852 SF BELOW GRADE 852 SF OF WALL Below Grade Above Grade Total = 3,428 sf of wall below grade / 6,912 sf of wall = 50% of wall below grade .50 X 7,590 sf of horizontal floor area = 3,795 sf deduction 81'-0" 78'-0" 71'-0"12'-0"Horizontal Floor Area: 2,715 sf UNIT GRFA(inc.exterior face of the wall) CONTRIBUTING TO GRFA LEVEL 1 - 7,590 SQ FT (INCLUDING COMMON) LEVEL 2 - 9,960 SQ FT (INCLUDING COMMON) LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) TOTAL = 38,370 SQ FT TOTAL BUILDING GRFA EXCLUDE COMMOM GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 30,920 SQ FT 38,370 SQFT 3,655 SQFT 3,795 SQFT COMMON SPACE DEDUCTIONGRFA PER TOV CODE 12-15-3-b-1-a-1 TOTAL = 3,655 SQ FT NORTH (BACK) BUILDINGS 1-2 0 SF ABOVE GRADE 1908 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDING 1-2 1908 SF ABOVE GRADE 0 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDINGS 3 852 SF ABOVE GRADE 0 SF BELOW GRADE 852 SF OF WALL 426 SF ABOVE GRADE 270 SF BELOW GRADE 696 SF OF WALL LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) 81'-0" 78'-0" 71'-0"12'-0"12'-0"58'-0" A1.2.5 APARTMENT BUILDINGS - 1/2/3 GROSS FLOOR AREA LEVEL 0 BUILDING COMMUNITY ROOM / STORAGE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST10' - 10"67' - 0 1/4"11' - 0 5/32"68' - 0"11' - 0"77' - 6"10' - 10"10' - 10"47' - 6 33/64"47' - 4 73/256" BELOW GRADE 241.40 SF ABOVE GRADE 203.92 SF ABOVE GRADE 0 SF ABOVE GRADE 11' - 0"77' - 6" 68' - 0" 67' - 0 1/4"10' - 10"11' - 0 5/32"SOUTH 2359.64 SF ABOVE GRADE 0 SF BELOW GRADE 2359.64 SF BELOW GRADE 273.65 SF BELOW GRADE 309.12 SF BELOW GRADE ABOVE GRADE 2,942.41 SF OF WALL BELOW GRADE/ 5,747.37 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFA PER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON) LEVEL 1 -12,042 SF (INCLUDING COMMON) LEVEL 2 -11,835 SF (INCLUDING COMMON)LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRA EXCLUDE COMMON GFRA EXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF 8,899 SF 3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 11:33:46 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 GROSS AREA G-702 LOT 1 - EAST VAILHOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS GROSS FLOOR AREA LEVEL 0 BUILDING COMMUNITY ROOM / STORAGE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST10' - 10"67' - 0 1/4"11' - 0 5/32"68' - 0"11' - 0"77' - 6"10' - 10"10' - 10"47' - 6 33/64"47' - 4 73/256" BELOW GRADE 241.40 SF ABOVE GRADE 203.92 SF ABOVE GRADE 0 SF ABOVE GRADE 11' - 0"77' - 6" 68' - 0" 67' - 0 1/4"10' - 10"11' - 0 5/32"SOUTH 2359.64 SF ABOVE GRADE 0 SF BELOW GRADE 2359.64 SF BELOW GRADE 273.65 SF BELOW GRADE 309.12 SF BELOW GRADE ABOVE GRADE 2,942.41 SF OF WALL BELOW GRADE/ 5,747.37 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFAPER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON) LEVEL 1 -12,042 SF (INCLUDING COMMON)LEVEL 2 -11,835 SF (INCLUDING COMMON)LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRA EXCLUDE COMMON GFRAEXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF 8,899 SF3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 11:33:46 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 GROSS AREA G-702 LOT 1 - EAST VAIL HOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS GROSS FLOOR AREA LEVEL 0 BUILDING COMMUNITY ROOM / STORAGE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST10' - 10"67' - 0 1/4"11' - 0 5/32"68' - 0"11' - 0"77' - 6"10' - 10"10' - 10"47' - 6 33/64"47' - 4 73/256" BELOW GRADE 241.40 SF ABOVE GRADE 203.92 SF ABOVE GRADE 0 SF ABOVE GRADE 11' - 0"77' - 6" 68' - 0" 67' - 0 1/4"10' - 10"11' - 0 5/32"SOUTH 2359.64 SF ABOVE GRADE 0 SF BELOW GRADE 2359.64 SF BELOW GRADE 273.65 SF BELOW GRADE 309.12 SF BELOW GRADE ABOVE GRADE 2,942.41 SF OF WALL BELOW GRADE/ 5,747.37 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFAPER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON)LEVEL 1 -12,042 SF (INCLUDING COMMON)LEVEL 2 -11,835 SF (INCLUDING COMMON)LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRAEXCLUDE COMMON GFRAEXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF8,899 SF3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 11:33:46 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 GROSS AREA G-702 LOT 1 - EAST VAILHOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS 3939 39 39 EAST VAIL HOUSING | EXHIBIT P DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN 39 Maintain a minimum of 70% of the total built GRFA as deed-restricted employee housing units per TOV PEC conditions of approval - Total SF increase of 4,941 SF - GFRA increase of 132.63 SF The previous submittal showed an exiting system that was partially open-air, including non-compliant exit balconies on several levels. The adjusted design encloses all parts of the exiting system (corridors, stairs, vestibules, etc.), which accounts for the majority of the 4,941 SF increase in Total Area. After accounting for the additional BOH spaces (property manager's office, laundry, storage, additional MEP space) and applying the same methodology for calculating Gross Residential Floor Area as in the previous approved DRB package, the net increase in GRFA is 132.63 SF BUILDING DESIGN FLOOR AREA CALCULATIONS EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 24 July 5, 2022 - Page 116 of 885 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0" 2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2"2"6" X 6" RS DOUG FIR KICKER 9 0 .00 ° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2" 1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3"2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z-CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID E2.12'-0" RE: STRUCT1 1/2"2"1/2" E3.1WHERE OCCURS R10'-0" 5'-0"4"8"1' - 0"MAINTAIN2"X10" DOUBLE TOP CAP PREFINISHED METAL CAP FLASH. MEMBRANE FLASH. PAINT UNDERSIDE TOMATCH TRIM SLATS 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 1" DIA STEEL ROD W/2" DIA STEEL EYE FOR ROF TIE OFF CAPACITY, PAINTED, WELD TO VERTICAL STEEL POST 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANESEALER PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®2/28/2022 3:11:42 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 ROOF DETAILS A-660 LOT 1 - EAST VAILHOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIM CROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7ROOF MECHANICAL SCREEN 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0"2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2"2"6" X 6" RS DOUG FIR KICKER90. 0 0 ° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2" 1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3"2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z-CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID E2.12'-0" RE: STRUCT1 1/2"2"1/2" E3.1 WHERE OCCURS R1 0'-0" 5'-0"4"8"1' - 0"MAINTAIN2"X10" DOUBLE TOP CAP PREFINISHED METAL CAP FLASH. MEMBRANE FLASH. PAINT UNDERSIDE TOMATCH TRIM SLATS 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 1" DIA STEEL ROD W/2" DIA STEEL EYE FOR ROF TIE OFF CAPACITY, PAINTED, WELD TO VERTICAL STEEL POST 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANESEALER PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®2/28/2022 3:11:42 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 ROOF DETAILS A-660 LOT 1 - EAST VAILHOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIM CROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4 TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1 TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6 SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7 ROOF MECHANICAL SCREEN 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0"2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2"2"6" X 6" RS DOUG FIR KICKER 9 0 .00° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2" 1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3"2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z-CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID E2.12'-0" RE: STRUCT1 1/2"2"1/2" E3.1 WHERE OCCURS R1 0'-0" 5'-0"4"8"1' - 0"MAINTAIN2"X10" DOUBLE TOP CAP PREFINISHED METAL CAP FLASH. MEMBRANE FLASH. PAINT UNDERSIDE TOMATCH TRIM SLATS 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 1" DIA STEEL ROD W/2" DIA STEEL EYE FOR ROF TIE OFF CAPACITY, PAINTED, WELD TO VERTICAL STEEL POST 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANESEALER PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®2/28/2022 3:11:42 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 ROOF DETAILS A-660 LOT 1 - EAST VAILHOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIM CROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4 TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1 TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6 SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7ROOF MECHANICAL SCREEN A4.03150'-6"T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0"T.O. RIDGETYP.????161'-0"T.O. RIDGE TYP.????SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12VALLEYR1VALLEYSLOPE4:12SLOPE4:12A4.03161'-0"T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12 SLOPE6:12VALLEYR1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 RIDGESLOPE6:12SLOPE6:12 R1SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5BUILDING 2 - STAIR SECTION A4.0 3 150'-6" T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0" T.O. RIDGETYP.???? 161'-0" T.O. RIDGE TYP.????SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12VALLEYR1VALLEY SLOPE4:12SLOPE4:12A4.0 3 161'-0" T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12 SLOPE6:12VALLEYR1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 RIDGESLOPE6:12SLOPE6:12 R1SLOPE4:12RIDGESLOPE6:12SLOPE6:12 R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5BUILDING 2 - STAIR SECTION Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0"SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0"THIRD LEVEL FF - 151'-0"SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH Wired for solar panel installationFF - 123'-0"SECOND LEVEL FF - 112'-0"FIRST LEVEL FF - 100'-0"GROUND LEVEL FF - 134'-0"THIRD LEVEL FF - 142'-0"SPRING POINT Wired for solar panel installation FF - 132'-0"SECOND LEVEL FF - 121'-0"FIRST LEVEL FF - 109'-0"GROUND LEVEL FF - 143'-0"THIRD LEVEL FF - 151'-0"SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH 27 31 37 The roof kicker angle was updated as the previous design did not meet code minimum head clearance at walkways. Snow fence design was updated by raising the fences to help keep snow on the roof and building entry points were updated per the Town of Vail comments. 27 31 37 EAST VAIL HOUSING | EXHIBIT Q Change high and low roof kicker angle to comply with code clearances. Update snow fence design for a deeper snow load for life safety and code compliance. Increase member sizes at entry elements per DRB conditions of approval dated 2020.03.04. DRAWINGS FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN CONSTRUCTION DETAILS EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.11 25 July 5, 2022 - Page 117 of 885 OZ ARCHITECTURE 3003 Larimer Denver, CO 80205 Lot 1 - East Vail Housing - East Vail, CO - DRB Tracking Log (OZ project number 121161.00) Issue Date 04-11-2022 Item # Description Associated Exhibit CONSTRUCTION SEQUENCING 1 Construction Sequencing Plan EXHIBIT A 2 Interim overlot grading and site stabilization plan between Sequence 1 and Sequence 2 EXHIBIT A SITE DESIGN 3 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements. EXHIBIT B 4 Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval EXHIBITS B, E, F, G 5 Adjust sidewalk layout to provide conforming accessible routes througout. EXHIBITS B, E 6 Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback. EXHIBIT B 7 Coordinated Civil and Architectural to accurately represent proposed floor plan EXHIBITS B, D 8 Coordinated Civil and Architectural to accurately represent proposed townhome floor plan EXHIBIT B July 5, 2022 - Page 118 of 885 9 Update rock fall berm design to a balanced cut and fill rather than entirely fll minimizing construction traffic EXHIBIT E 10 Update to 6'-0" terraced walls in lieu of large overlot grading to help preserve existing vegegation and minimize impacts to surrounding wldliffe EXHIBIT E 11 Not Used 12 Not Used EXHIBIT H 13 Snow Storage appears inadequate; 30% by Phase, not just 30% at end of Phase 2EXHIBITS B, J SITE UTILITIES 14 Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. EXHIBIT C CODE ANALYSIS 15 Confirm 1 Building, not 3 16 Confirm 3 stories, not 4 ACCESSIBILITY (EXTERIOR) 17 Provide Accessible Routes; must inter-connect Type A units, accessible parking, indoor storage, laundry, trash, bus stops, outdoor amenities, etc. 18 Increase accessible parking to meet Code and relocate to achieve required accessible route. 19 Not Used 20 Not Used 21 Not Used 22 Not Used BUILDING DESIGN (ARCH) 23 Add dedicated Water Entry room at Level 0 EXHIBIT P July 5, 2022 - Page 119 of 885 24 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project EXHIBITS K, L, M, N, O 25 Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors. EXHIBITS K, L, M, N, O, T 26 Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. EXHIBITS K, L, M, N, O, T 27 Reduce angle of kickers at low roof overhangs to avoid head knocker condition at walk adjacent to building; changed kicker angle at high roofs to match. EXHIBITS K, L, M, N, O, V 28 Slot window elevation changed to accommodate the elevation of the low entry roofs. EXHIBITS N, O 29 L0 Slot window sizes changed due to cantilever at the main entries 30 Relocate Mechanical and Electrical rooms EXHIBITS P, Q 31 Snow fence design updated for a deeper snow load EXHIBIT V July 5, 2022 - Page 120 of 885 Design Review Board - Change to Approved Plans This application is for all changes to approved plans prior to Certificate of Occupancy. Design review approval expires one year from the date of approval, unless a building permit is issued and construction commences. Changes to approved plans may require: 1. Copies of all pertinent approved plans with illustrated, labeled changes 2. A list of all changes made with associated sheet numbers 3. Joint Property Owner Written Approval/HOA Approval, if applicable Design Review Board (DRB) Number:* Reason for Change * Project Street Address:* Building/Complex Name: Brief Description of Changes * Company Name:* Contact Name * Project Information 19-0652 Enter original approved DRB number Material Changes Landscape Changes Additional Scope of Work Extension of Prior Approval Other Code & Accessibility Compliance 3700 North Frontage Road EAST, Vail, CO 81657 Lot 1 - East Vail Housing i.e. Municipal Complex The applicant has become aware of numerous instances where the project, as previously approved, was not in conformance with applicable standards. The purpose of this submittal is to summarize updates to the project since being approved by the DRB on 2/9/2020. The changes are necessary in order to bring the project into compliance with requirements of the International Building Code, the Americans with Disabilities Act, the Town of Vail Design Guidelines, and the Colorado Department of Transportation, as well as design standards imposed by other local authorities having jurisdiction including Eagle River Water and Sanitation District. Indicate plan pages Applicant Information Architect/Contractor/Owner/Owner's Rep OZ Architecture Charley Starr July 5, 2022 - Page 121 of 885 Company Address:* Contact Email:* Contact Phone:* I hereby acknowledge that I have read this application, filled out the required information, completed an accurate plan, and state that all the information as required is correct. I agree to comply with the information and plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, approved design review applications, International Building and Residential Codes and other ordinance of the Town applicable thereto. Signature * City Denver State / Province / Region CO Postal / Zip Code 80205 Country USA Street Address 3003 Larimer St Address Line 2 cstarr@ozarch.com 3035706875 July 5, 2022 - Page 122 of 885 Job No.: 2021-19Sheet: 1 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh site.dwgIssue: DRB Review SetEast VailHousingVail, ColoradoSite PlanInit.: SCALE:1"=30'CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETNFeet03060July 5, 2022 - Page 123 of 885 Job No.: 2021-19Sheet: 2 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh grade.dwgIssue: DRB Review SetEast VailHousingVail, ColoradoGrading PlanInit.: SCALE:1"=30'CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETNFeet03060July 5, 2022 - Page 124 of 885 CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETJob No.: 2021-19Sheet: 3 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh grade.dwgIssue: ProgressEast VailHousingVail, ColoradoEnlarged Grading PlanInit.: SCALE:1"=10'NFeet01020July 5, 2022 - Page 125 of 885 CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETJob No.: 2021-19Sheet: 4 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh grade.dwgIssue: ProgressEast VailHousingVail, ColoradoEnlarged Grading PlanInit.: SCALE:1"=10'NFeet01020July 5, 2022 - Page 126 of 885 CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETJob No.: 2021-19Sheet: 5 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh grade.dwgIssue: ProgressEast VailHousingVail, ColoradoEnlarged Grading PlanInit.: SCALE:1"=10'NFeet01020July 5, 2022 - Page 127 of 885 CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETJob No.: 2021-19Sheet: 6 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh grade.dwgIssue: ProgressEast VailHousingVail, ColoradoEnlarged Grading PlanInit.: SCALE:1"=10'NFeet01020July 5, 2022 - Page 128 of 885 Job No.: 2021-19Sheet: 7 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh profile.dwgIssue: ProgressEast VailHousingVail, ColoradoDrive ProfileInit.: SCALE:1"=30'CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETNFeet03060July 5, 2022 - Page 129 of 885 Job No.: 2021-19Sheet: 8 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh utility.dwgIssue: DRB Review SetEast VailHousingVail, ColoradoUtility PlanInit.: SCALE:1"=30'CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETNFeet03060July 5, 2022 - Page 130 of 885 APPROVED DRAWINGS FROM PEC SUBMITTAL DATED 2019.08.12 The size, complexity and location of the project and local restrictions on blasting activities will require construction to be completed over multiple building seasons. The landscape wall at the top of the site will need to be completed first in order to stabilize the hillside above the proposed residential development. To meet the TOV requirements regarding deed-restricted housing, the apartment building will need to be the first structure completed and occupied on the site. All wet and dry utilities that serve the apartments will need to be installed, including all site amenities, the proposed bus stops on the adjacent Frontage Road and the path down to them. CONSTRUCTIONSEQUENCING NARRATIVE EAST VAIL HOUSING | EXHIBIT A EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 1 July 5, 2022 - Page 131 of 885 LIMIT OF DISTURBANCE USFS I-70 FRONTA G E R O A D TRACT A AREA AAREA A AREA C BUS S T O P AREA B CONSTRUCTIONSEQUENCING SEQUENCE 1 EAST VAIL HOUSING | EXHIBIT A Construction sequencing will begin with site preparation activities such as over lot grading, construction of the rockfall wall, and installation of major infrastructure elements as outlined below. • Sequence 1 mobilization: July 1, 2022• Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23)• Sequence 1 remobilization of heavy site construction: June 1, 2023• Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023• Sequence 2 Completion: December 1, 2024 1 AREA A –Site Grading –Utilities –Retaining Walls –Apartment Building –Fire Turn around –Trail Connection –Bus Stops –Site Drainage –Wildlife Fencing Easement –Amenity Space –Planting AREA B –Roadway Grading –Building Pad Grading AREA C –Rockfall Berm Grading and Associated Planting –Retaining Walls Construction sequencing plan updates EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 2 1 PROPOSED CONSTRUCTION SEQUENCE: 1 July 5, 2022 - Page 132 of 885 Sequence 2 completes roadway improvements and constructs the included townhome buildings with associated landscape. • Sequence 1 mobilization: July 1, 2022• Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23)• Sequence 1 remobilization of heavy site construction: June 1, 2023• Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023• Sequence 2 Completion: December 1, 2024 2 AREA A –Sequence 1 completed AREA B –Townhome buildings A-H –Road extension –Fire turn-around –Planting AREA C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: 2 Construction sequencing plan updates LIMIT OF DISTURBANCE AREA B USFS I-70 FRONTA G E R O A D BUS S T O P TRACT A AREA A AREA C CONSTRUCTIONSEQUENCING SEQUENCE 2 EAST VAIL HOUSING | EXHIBIT A EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 3 2 July 5, 2022 - Page 133 of 885 The development is proposed to be constructed with only a few buildings at one time. In order to meet the requirements for at least 70% of the Gross Residential Floor Area (GRFA) of the site to be deed-restricted employee housing units at any time, a construction timing plan has been provided. The plan generally calls for development starting on the west end of the site. The rockfall wall shall be graded and landscaped first, with the grading of the whole site to follow. The rental apartment building is to be constructed first. The final stage in construction is planned for Buildings A, B, C, D, E, F, G, and H. • Sequence 1 mobilization: July 1, 2022• Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23)• Sequence 1 remobilization of heavy site construction: June 1, 2023• Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023• Sequence 2 Completion: December 1, 2024 1 Area A –Sequence 1 completed Area B –Sequence 2 completed Area C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: ALL Construction sequencing plan updates LIMIT OF DISTURBANCE AREA A AREA B AREA C USFS I-70 FRONTA G E R O A D TRACT A BUS S T O P CONSTRUCTIONSEQUENCING FULL BUILD OUT EAST VAIL HOUSING | EXHIBIT A EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 4 1 July 5, 2022 - Page 134 of 885 A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RIDG E 161'-0" T.O. RIDG E 150'-6" T.O. RIDGE 113'-6" T.O. RID G E 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6 " T.O. RI D G E 114'-6 " T.O. R I D G E 125'-0" T.O. RID GE 113'-6" T.O. RID G E 114'-6" T.O. RIDG E 125'-0" T.O. RIDG E 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDG E 122'-0" T.O. RIDGE 137'-0 " T.O. RIDGE 125'-0" T.O. RIDGE 146'-0" T.O. RID G E 141'-0" T.O. RIDG E 139'-0" T.O. SLO P E 146'-0" T.O. RID G E 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RID G E 139'-0" T.O. SLOPE +1 8.3 +1 8 +1 7 +40 1 .5 +4 01.6 0 +4 0 1 .9 7 +4 0 5.4 5 +4 09 .8 1+4 0 7.6 3 +14 .21 +14 .4 3 +1 2 .59+12 .4 9 +4 09 .9 5+4 09 .9 1 +4 1 2.6 4+10 .80+1 0 .80 +1 1 .5 2+11.5 2 +1 4.38 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +81.0 +40 0 +4 0 6 +40 7 +4 1 3 +40 2 +4 0 8 +4 0 9 +414 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +41 7 +40 6 +412 +4 1 3 +4 08 +4 2 4 +416 +41 0 +43 0 +4 20 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3+88 .3 +8 9 .6+9 2.6 +93.9 +81.7 +84 .7 +8 6.0 +89.0 +9 0 .3 +9 3 .3 +94 .6 +4 0 0.6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +99 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5.9 +86 .0 +89 .0 +90 .3 +93 .3 +94 .6 +97 .6+97 .9 +8 7.3 +9 0.3 +9 1 .6 +9 4.6 +9 5.9 +9 8.9 +9 9.1 +9 9.0 +40 4 .4 +40 4 .6 +40 4 .5 +9 3.0 +9 6.0 +9 7.3 +4 00 .3 +4 01.6+4 04 .4 +4 04.6 +4 04 .5 +9 4.5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3.1+4 0 6.1+4 0 6.2 +9 6 .0 +9 9 .0 +4 0 1.3+4 0 4.3 +40 7 .5 +40 7 .4 +4 01.0 +4 07 .5 +4 07 .4 +81.7+8 4 .7 +8 6.0+89 .0 +90 .3+9 3 .3 +9 4.6 +4 0 0.6 +4 02.2+4 05.2 +4 06.5+4 09.5 +4 1 0.8+4 1 3.8 +4 04 .0+4 07 .0 +4 08 .3+4 11.3 +4 12.6+4 15.6 +9 6 .9 +96 .0 +93 .0 +9 1 .7 +88 .7 +9 6.0 +93 .0+91 .7 +8 8 .7 +8 7 .4 +8 4.4 +83.1 +8 0 .1 +84 .4 +8 1 .2 +9 7.1 +40 7 .5+4 0 9 .5+4 1 0.8 +93 .0+96 .0 +97 .3 +40 0 .3 +4 05 .6 +98 .0+40 1 .0 +40 2 .3+40 4 .1 9 2.0 + 92.0 + 9 5 .0+ 9 6.3 + 9 9.3 + 9 5 .0+ 9 6.3 + 9 9.3 + +40 1 .6 +405 .1+40 8.1 +4 09.4+4 1 2.4 +4 0 6.0+4 0 9.0 +4 1 0 .3+4 1 2 .0 +4 08 .0+4 1 1 .0 +4 1 2.3 +4 00 .1 +1 7 +2 4 +17 +1 1 +1 8 +25 +2 6+30 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM +18.3 +1 8 +1 7 +4 0 1 .5 +40 1 .6 0 +401.9 7 +405 .4 5 +40 9 .81+407 .6 3 +1 4 .2 1 +1 4 .43 +1 2.5 9+1 2 .49 +40 9 .95+40 9 .91 +412 .6 4+1 0 .80+1 0.8 0 +11.5 2+1 1 .52 +14.3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 06 +4 0 7 +4 1 3 +4 0 2 +4 08 +40 9 +4 1 4 +4 1 2 +4 06 +4 0 4 +4 10 +411 +4 1 7 +4 0 6 +4 1 2 +4 13 +40 8 +4 2 4 +41 6 +4 1 0 +4 3 0 +42 0 +12 +1 9 +18 +18 +14 +8 4.0 +85 .3+8 8 .3 +8 9 .6+92 .6 +93 .9 +8 1 .7 +8 4 .7 +86 .0 +89 .0 +9 0.3 +93.3 +9 4 .6 +400 .6 +8 1 .0 +8 4.0 +8 5.3 +8 8.3 +8 9.6 +9 2.6 +9 3.9 +9 9 .6 +81.0 +84.0 +85.3 +88.3 +89.6 +92.6 +8 2.0 +8 5.0 +86.3 +89.3 +90.6 +93.6 +84 .0 +87 .0 +88 .3 +91.3 +92 .6 +95 .6+92.7 +93.9 +95 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +87 .3 +90 .3 +91.6 +94 .6 +95 .9 +98 .9 +99 .1 +99 .0 +4 0 4.4 +4 0 4 .6 +4 0 4.5 +93 .0 +96 .0 +97 .3 +40 0 .3 +40 1 .6+40 4 .4 +40 4 .6 +40 4 .5 +94 .5+97.5 +98.8 +401.8 +403 .1+406 .1+406 .2 +96 .0 +99 .0 +40 1.3+40 4 .3 +4 0 7.5 +4 0 7.4 +40 1 .0 +40 7 .5 +40 7 .4 +8 1 .7+8 4.7 +86 .0+8 9 .0 +9 0 .3+93 .3 +94 .6 +4 00 .6 +40 2 .2+40 5 .2 +40 6 .5+40 9 .5 +410 .8+413 .8 +40 4 .0+40 7 .0 +40 8 .3+411 .3 +412 .6+415 .6 +9 6.9 +9 6 .0 +9 3 .0 +9 1 .7 +88 .7 +96 .0 +9 3 .0+9 1 .7 +88 .7 +87 .4 +84 .4 +83 .1 +80.1 +8 4 .4 +8 1 .2 +97 .1 +4 0 7 .5+4 0 9.5+410 .8 +9 3 .0+9 6 .0 +9 7 .3 +4 0 0.3 +40 5 .6 +9 8 .0+4 0 1 .0 +4 0 2.3+4 0 4.1 92 .0 + 9 2 .0+ 9 5.0 + 96 .3 + 99 .3 + 9 5.0 + 96 .3 + 99 .3 + +4 0 1 .6 +40 5 .1+40 8 .1 +40 9 .4+412 .4 +4 06 .0+4 09 .0 +410.3+412.0 +40 8 .0+411.0 +412 .3 +40 0 .1 +1 7 +2 4 +17 +11 +18 +25 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RIDGE 161'-0" T.O. RIDGE 150'-6" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RID G E 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 122'-0" T.O. RIDG E 137'-0" T.O. RIDGE 125'-0" T.O. RIDGE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Roof Elevation Height from most Restrictive Most Restrictive Grade Building 1 POINT 1.1 8390 8395 8439 49 8390 POINT 1.2 8385 8394.9 8444.9 60 8385 POINT 1.3 8383 8394.9 8438.9 56 8383 POINT 1.4 8386 8402 8446 60 8386 POINT 1.5 8390 8404 8439 49 8390 POINT 1.6 8396 8406 8444 49 8396 POINT 1.7 8400 8406.9 8438.9 38.9 8400 POINT 1.8 8403 8407 8446 43 8403 Building 2 POINT 2.1 8393 8396.5 8416.5 23.5 8393 POINT 2.2 8398 8399 8445 47 8398 POINT 2.3 8397 8399 8443.5 46.5 8397 POINT 2.4 8403 8409 8462 60 8403 POINT 2.5 8405 8411.9 8448.9 43.9 8405 POINT 2.6 8408 8414 8460 52 8408 Building 3 POINT 3.1 8398 8402 8446 48 8398 POINT 3.2 8401 8404.4 8454.4 53.4 8401 POINT 3.3 8404 8409 8451 47 8404 POINT 3.4 8407 8414 8461 54 8407 POINT 3.5 8410 8416 8457 47 8410 POINT 3.6 8414 8418 8454 40 8414 N BUILDI N G A BUILDI N G B BUILDI N G C BUILDI N G D BUILDI N G E BUILDI N G F BUILDI N G G BUILDI N G H ZONE A ZONE B ZONE C DUMP S T E R S DRIVE W A Y PARKI N G 24 4 7 9 7 8 DRIVE W A Y MONUM E N T SIGN FIRE H Y D R A N T LIGHT B O L L A R D -14 LO C A T I O N S LIGHT P O L E -5 LOC A T I O N S TRASH E N C L O S U R E BIKE R A C K -4 LOC A T I O N S SITE S I G N A G E S IG N BUS S T O P NOT IN C O N T R A C T ( N I C ) SITE P L A N L E G E N D POINT O F E N T R Y POINT O F E M E R G E N C Y E G R E S S ACCES S I B L E P A R K I N G O R ACCE S S I B L E E N T R Y P O I N T ACCES S I B L E R O U T E SITE W A L L , R E : C I V I L & LAN D S C A P E SNOW S T O R A G E LIMIT O F S C O P E O F W O R K ACCE S S I B L E U N I T WETL A N D S RETAI N I N G W A L L -TYPE 1 PARKI N G S T A L L N O . ( S E Q U E N C E 2 O N L Y ) PROP E R T Y L I N E SETBA C K L I N E CENTE R L I N E 2' CON T O U R S ( E X I S T I N G ) NEW C O N T O U R S ( P R O P O S E D ) ## PROJ. N O . DRAWN: CHECKE D : DATE: © OZ AR C H I T E C T U R E SCALE: SHEET N U M B E R SHEET T I T L E : ISSUED F O R : APPROV E D : 3003 L a r i m e r S t r e e t Denver , C o l o r a d o 8 0 2 0 5 phone 3 0 3 . 8 6 1 . 5 7 0 4 www.o z a r c h . c o m ARCHI T E C T U R E ®4/22/2022 4:35:32 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 40' - 0 "LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161 . 0 0 OZ OZ 2022/0 3 / 2 5 SITE P L A N A-100 LOT 1 - E A S T V A I L HOUSI N G Approv e r 1" = 40' - 0 " 1SITE P L A N 0'20' 40' 80' 160' PROJEC T NORTH TRUE NORTH 9.00° 1.1 2.3 3.3 1.7 3.6 1.8 2.61.2 3.2 1.6 2.5 3.51.3 2.1 3.1 1.5 2.2 3.4 1.4 2.4 4 EAST VAIL HOUSING | EXHIBIT F APPROVED DRAWINGS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN SITE DESIGN GRADING SITE SECTION 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading and roof form to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall wall design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 5 July 5, 2022 - Page 135 of 885 Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"11' - 6 71/256"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 71/256"ZONE C ZONE B ZONE A TYP.2' - 0" 26.17 LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:56:22 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODEELEVATIONS G-107 LOT 1 - EAST VAILHOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALLUNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED INACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITHAUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 26.17 SOLAR PANELS, RE: ELEC 1/8" = 1'-0"2 NORTH CODE ELEVATION LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' 40 40 40 40 34 37 27 27 27 27 27 27 27 27 25 26 24 Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. EAST VAIL HOUSING | EXHIBIT J APPROVED ELEVATION FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS 24 25 26 27 28 34 37 40 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form meet approved building heights. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 6 July 5, 2022 - Page 136 of 885 Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0"SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0"THIRD LEVEL FF - 151'-0"SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"11' - 6 71/256"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 71/256"ZONE C ZONE B ZONE A TYP.2' - 0" 26.17 LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:56:22 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODEELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALLUNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED INACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITHAUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 26.17 SOLAR PANELS, RE: ELEC 1/8" = 1'-0"2 NORTH CODE ELEVATION 25 25 3737 25 37 24 24 24 27 27 27 27 24 34 26 26 4040 40 40 EAST VAIL HOUSING | EXHIBIT K APPROVED ELEVATION FROM DRB PACKAGE 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. 24 25 26 27 28 34 37 40 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form meet approved building heights. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 7 July 5, 2022 - Page 137 of 885 LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"EXTENTS OF FOUNDATION BELOW GRADE 158' - 10 1/4" 147' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"149' - 11 1/2" 161' - 2 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"8423' - 10" 8413' - 0"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"EXTENTS OF FOUNDATION BELOW GRADE CLR6' - 8"149' - 11 3/4" 159' - 8 1/4" 149' - 11 1/2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 4:18:59 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALLUNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS.2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3.3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITHAUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTESNO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"EXTENTS OF FOUNDATION BELOW GRADE 158' - 10 1/4" 147' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"149' - 11 1/2" 161' - 2 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"8423' - 10" 8413' - 0"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"EXTENTS OF FOUNDATION BELOW GRADE CLR6' - 8"149' - 11 3/4" 159' - 8 1/4" 149' - 11 1/2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 4:18:59 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALLUNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED INACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITHAUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS,BRONZE COLOR METAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS,BRONZE COLOR METAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING 25 3434 25 24 27 37 27 27 37 27 26 26 40 40 EAST VAIL HOUSING | EXHIBIT L APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. 24 25 26 27 28 34 37 40 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form meet approved building heights. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 8 July 5, 2022 - Page 138 of 885 A4.0 3 150'-6" T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0" T.O. RIDGE TYP.?? ?? 161'-0" T.O. RIDGE TYP.????SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 VALLEYR1 V A L L E Y SLOPE4:12SLOPE4:12A4.0 3161'-0" T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5 BUILDING 2 - STAIR SECTION 4:124:126:12 6:12 6:12 4:124:124:124:124:124:126:126:12 6:126:12 8458' - 2 71/256" 149' - 7 39/64" 158' - 10 71/256"161' - 2 1/8" 159' - 8 71/256" 155' - 7 43/64" 155' - 7 47/64" 149' - 7 43/64" 07.0707.13 TYP.TYP. 6:12 26.17 TYP. ROOF PLAN LEGEND STANDING SEAM METAL MAIN ROOF METAL SNOW FENCE DIRECTION OF ROOF SLOPE STANDING SEAM METAL LOW ROOFS AT L0/L1; RE: ELEVATIONS METAL GUTTER / DOWNSPOUT FUTURE SOLAR PANEL XX:XX PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 4:29:27 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 LIFE SAFETY PLAN - ROOF G-106 LOT 1 - EAST VAILHOUSING BS 1/8" = 1'-0"1 ROOF LIFE SAFETY PLAN 0'4'8'16'32'PROJECT NORTH TRUE NORTH CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALLUNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED INACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITHAUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. CD_FIRE EXTINGUISHER / CABINET SCHEDULE TYPEMARK EXTINGUISHERTYPE DESCRIPTION COUNT SECTION 1024 EXIT PASSAGEWAYS –NOT APPLICABLE SECTION 1025 LUMINOUS EGRESS PATH MARKINGS –NOT APPLICABLESECTION 1026 HORIZONTAL EXITS –NOT APPLICABLE SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS –NOT APPLICABLE SECTION 1028 EXIT DISCHARGEExits shall discharge directly to exterior of building. May be at grade or provide direct path to grade. May not reenter building. LOTS OF EXCEPTIONS HERE. DETAILED REVIEW NOT COMPLETED AS OF 2/2/22. SECTION 1029 ASSEMBLY –NOT APPLICABLESECTION 1030 EMERGENCY ESCAPE AND RESCUE Emergency escape and rescue openings required in R-2 Occupancies with only 1 exit; applies to all Sleeping Rooms below the 4th Story above grade plane. Basement sleeping rooms are excepted with fully sprinklered. Minimum Size and Net Clear Dimensions; Area: 5.7 SF, Height: 24”, Width: 20”, Ht. from Floor: 44”(to bottom from floor). SECTION 1019 EXIT ACCESS STARWAYS AND RAMPS No. of stories includes basements (4); therefore all egress stairways must be 2HR construction, may be reduced to 1HR at exterior walls. SECTION 1020 CORRIDORSCorridor walls are classified as FIRE PARTITIONS Per Table 1020.1, Fire-resistance rating at corridors may be reduced to 30 minutes with sprinkler system Corridor width may be reduced to 36”with Occ. Load < 50, and within individual Dwelling Units Dead End Corridors may not exceed 20’-0”with NFPA-13R system; increase to 50’-0”Max. per 1020.4, Ex. 2 ( NFPA 13 System) Note: Foyers, lobbies SECTION 1021 EGRESS BALCONIES –NOT APPLICABLE SECTION 1022 EXITSExits must comply with Sections 1022 thru 1027 and 1003 thru 1015. Once a given level of protection is achieved, may not reduce until arrival at Exit Discharge. This may impact Corridors that could otherwise be 30-minutes.SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS Exit Stairways (include basement) = 4 stories; must be 2HR enclosures.All doors are considered FIRE DOORS per Section 716. Openings not permitted except for ductwork serving stairway, fire protection systems, security systems, 2-way communication systems, and electrical raceway serving the stairway and terminating in steel box >16 sq. in. Fire caulk required at all penetrations per Section 714.Signage and an approved barrier (gate) to direct travel beyond level of discharge (applicable when discharge is above Level 0) SECTION 1011 STAIRWAYS MIN. WIDTH = 44”; MAY BE REDUCED TO 36”IF SERVING AN OCCUPANT LOAD OF LESS THAN 50 PER SECTION 1011.2, EX. 1 MIN STAIR RISER:4”MAX. STAIR RISER:7” MIN. TREAD DEPTH:11”HANDRAILS REQUIRED ON BOTH SIDES OUTSIDE OF DUs IF 4+ STORIES ABOVE GRADE PLANE, ONE STARWAY SHALL EXTEND TO ROOF, UNLESS ROOF SLOPE IS >4:12. This is another requirement that hinges on determining 3 or 4 stories above Grade Plane. If required, can be by alternating tread device per Section 1011.12, Ex. 1. (unoccupied roof)SECTION 1012 RAMPS –NOT APPLICABLE SECTION 1013 EXIT SIGNSExit signs required at all shared exits, not required within DUs SECTION 1014 HANDRAILSMust have 1 ¼ <Diameter <2”, must be continuous outside of DUs, must return to a wall of return 12”at top and bottomSECTION 1015 GUARDS –NOT APPLICABLE SECTION 1016 EXIT ACCESSExit Access may not be through adjoining rooms (Does this apply to the Boiler Room, which is not an occupied space?)SECTION 1017 EXIT ACCESS TRAVEL DISTANCE Per Table 1017.2, May be increased to 250’in R Occupancies equipped with automatic sprinkler system throughout. SECTION 1018 AISLES –NOT APPLICABLE CHAPTER 11 –ACCESSIBILITY TR TO COMPLETE AFTER CBO/CCC REVIEW PROJECT FLAGNOTES NO.FLAGNOTE 07.07 PRE-FINISHED METAL GUTTER W/ HEAT TRACE 07.13 SNOW MELT 26.17 SOLAR PANELS, RE: ELEC 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTENDCONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOWTHE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE ANENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNTTHE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING,DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THERETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THEREMUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDERTHE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BELOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THESNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OFSNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCESUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BEFORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTENDCONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOWTHE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE ANENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNTTHE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING,DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THERETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THEREMUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDERTHE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BELOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THESNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OFSNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCESUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BEFORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 34 34 34 34 34 25 25 25 25 34 34 34 40 40 4040 EAST VAIL HOUSING | EXHIBIT O DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN ZONE A ZONE C ZONE B 25 34 40 Change Building Height call-outs to be accurate. Previously approved roof plans and elevation callouts were not coordinated. Change roofing material from asphalt shingles to standing seam metal and update corresponding dormer locations per DRB conditions of approval dated 2020.03.04. NOTE: material change to standing seam applies to both high and low roofs. Adjust roof form meet approved building heights. N BUILDING DESIGN ROOF EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 9 July 5, 2022 - Page 139 of 885 A1.2.3 1/8" = 1'-0"2 BUILDINGS 1/2/3 - 2ND. LEVEL PLAN - GRFA 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 1ST. LEVEL PLAN - GRFA STAIR A A110 STORAGE CORRIDOR STAIR B B110 CORRIDOR UNIT4-1 A101 RE: A-713 CORRIDOR CORRIDOR UNEXCAVATED CRAWL SPACE UNIT 2-2 B102 RE: A-712 STAIR C C110 UNIT 4-1 C101 RE: A-713 BUILDINGMECHANICAL JANITOR CLOSETBUILDINGELECTRICAL LAUNDRY LAUNDRY LAUNDRY UNIT 2-2 B101 RE: A-712 STORAGE STORAGE CORRIDOR WATER ENTRY FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:50:56 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 LEVEL 0 FLOOR PLAN - OVERALL A-101 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH UP REF REF DW UP DW REFREF W D WDWD WDWDDW W D DW REF DWREF WW DD DN UP UNEXCAVATED CRAWL SPACE STAIR A A110 LAUNDRY CORRIDOR WATER ENTRY STAIR B B110 CORRIDOR UNIT4-1 A101 LAUNDRY CORRIDOR UNEXCAVATEDCRAWL SPACE UNIT 2-2 B102 UNIT 2-2 B101 UNEXCAVATED CRAWL SPACE STAIR C C110 UNIT 4-1 C101 7 7 5 5 5 5 L6 6 5 5 2 2 6 W84 W24 W24 W84 W84 W24 W24 W84 W46W46W46 W84 BUILDINGMECHANICAL LAUNDRY BUILDINGELECTRICAL 013 011 012 014 026 025 024 021 022 023 020 010 032 033 031 030 TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 9:28:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 LEVEL 0 FLOOR PLAN -OVERALL A-101 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN - OVERALL 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. 23 30 21 21 EAST VAIL HOUSING | EXHIBIT P DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - BASEMENT EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL UPDATE REVISED | 2022.04.22 1 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED July 5, 2022 - Page 140 of 885 A1.2.3 1/8" = 1'-0"2 BUILDINGS 1/2/3 - 2ND. LEVEL PLAN - GRFA 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 1ST. LEVEL PLAN - GRFA STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 RE: A-711 UNIT 2-1 C201 RE: A-711 UNIT2-1 C203 RE: A-711 UNIT 2-1 C204 RE: A-711 CORRIDOR OFFICE UNIT 4-2 B201 RE: A-714A UNIT 4-2 B202 RE: A-714A UNIT 2-1 A204 RE: A-711 STAIR C C210CORRIDOR UNIT 2-1 A201 RE: A-711 TRASH LAUNDRY VESTIBULE VESTIBULE VESTIBULE UNIT 2-1 A201 RE: A-711 UNIT 2-1 A203 RE: A-711 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:53:31 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 1 FLOOR PLAN - OVERALL A-102 LOT 1 - EAST VAILHOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. PROJECT NORTH PROJECT FLAGNOTES NO.FLAGNOTE UP DN DN UP UP DN D REFREFDWREFREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWW STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE 5 W84 W46W46 W84 W24 W24 W84STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 UNIT 2-1 C201 UNIT2-1 C203 UNIT 2-1 C204 CORRIDOR OFFICE UNIT 4-2 B201 UNIT 4-2 B202 UNIT 2-1 A202 UNIT 2-1 A204 STAIR C C210CORRIDOR 5 5 4 4 4 5 4 4 5 5 5 5 5 4 9 9 9 55 4 3 3 5 55 3 4 5 5 5 5 5 5 4 4 4 9 9 9 W84 W84 W84W84 W46W46 W46 STORAGE W84W84 W46 UNIT 2-1 A201 UNIT 2-1 A203 ELEC.ELEC. 111 114 115 113 117 118 119 120 121 112a 116 112b 123 124 121 125 121b 121a 126 132b 136 133 137138139140141 131 135 134 132a8' - 0"TRASH LAUNDRY PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 9:28:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 1 FLOOR PLAN -OVERALL A-102 LOT 1 - EAST VAIL HOUSING Approver PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 22 20 21 3030 EAST VAIL HOUSING | EXHIBIT Q DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 1 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL UPDATE REVISED | 2022.04.22 2 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED July 5, 2022 - Page 141 of 885 A1.2.4 1/8" = 1'-0"4 BUILDINGS 1/2/3 - 4TH. LEVEL PLAN - GRFA 1/8" = 1'-0"3 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 3RD. LEVEL PLAN - GRFA STORAGESTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 RE: A-714A UNIT 2-1 A301 RE: A-711 UNIT 2-1 A302 RE: A-711 UNIT 2-1 A304 RE: A-711 UNIT 2-1 A303 RE: A-711 STAIR C C310 UNIT 4-1 C301 RE: A-713 UNIT 4-1 C302 RE: A-713 CORRIDORSTORAGE CORRIDOR UNIT 4-2 B302 RE: A-714A STORAGE FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:56:40 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 2 FLOOR PLAN -OVERALL A-103 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN UP DN UP WW DD WWDDWD DW REF REF DW REF REF REFREFDWREFREFDWREFDWREFDWREFDWREFDWLAUNDRYSTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 UNIT 2-1 A301 UNIT 2-1 A302 UNIT 2-1 A304 UNIT 2-1 A303 STAIR C C310 UNIT 4-1 C301 UNIT 4-1 C302 CORRIDORLAUNDRY CORRIDOR UNIT 4-2 B302 1 1 1 1 4 1 4 4 1 9 4 1 4 9 9 9 1 1 4 4 1 1 1 4 4 9 1 1 1 1 4 9 9 9 99 17 17 9 9 W84 W46W46 W84 W84 W46 W46W46 W84W84 W24 W84W84 W46W46 W46 LAUNDRY 211 214 213 215 216 212 221 223 224 226 232 234 233 231TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 10:24:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 2 FLOOR PLAN -OVERALL A-103 LOT 1 - EAST VAIL HOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN - OVERALL PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. EAST VAIL HOUSING | EXHIBIT R PROPOSED DESIGN DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 2 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL UPDATE REVISED | 2022.04.22 3 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED July 5, 2022 - Page 142 of 885 A1.2.4 1/8" = 1'-0"4 BUILDINGS 1/2/3 - 4TH. LEVEL PLAN - GRFA 1/8" = 1'-0"3 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 3RD. LEVEL PLAN - GRFA STORAGE S-4 STORAGE S-4 CORRIDOR UNIT 2-1 A401 RE: A-711 UNIT 4-1 C402 RE: A-713 UNIT 4-1 C401 RE: A-713 UNIT 2-1 A402 RE: A-711 UNIT 2-1 A404 RE: A-711 UNIT 2-1 A403 RE: A-711 STAIR C C410 CORRIDOR UNIT 4-2 B402 RE: A-714A UNIT 4-2 B401 RE: A-714A STAIR B B410 STORAGE S-4 CORRIDOR FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:57:24 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 3 FLOOR PLAN -OVERALL A-104 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN WW DD WWDD DW REF REF REFREFDWREFREFDWDW REF REFWDREFDWREFDWREF DWREFDWLAUNDRY S-4 LAUNDRY S-4 CORRIDOR UNIT 2-1 A401 UNIT 4-1 C402 UNIT 4-1 C401 UNIT 2-1 A402 UNIT 2-1 A404 UNIT 2-1 A403 STAIR C C410CORRIDOR UNIT 4-2 B402 UNIT 4-2 B401 STAIR B B410 1 9 1 1 1 9 9 9 1 1 4 4 1 1 1 9 1 1 1 1 4 4 1 18 9 9 1 1 9 1 9 9 1 1 2 1 1 W84 W46W46 W84 W84 W46 W46W46 W84W84 W24 W84W84 W46W46 W46 LAUNDRY S-4 CORRIDOR 331 334 333 336335 332 321 333 334 322 334 333 332 331 TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 10:24:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 3 FLOOR PLAN - OVERALL A-104 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. EAST VAIL HOUSING | EXHIBIT S DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 3 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL UPDATE REVISED | 2022.04.22 4 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED July 5, 2022 - Page 143 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: COVER SHEET NUMBER: A0.0 ISSUED FOR: DESIGN REVIEW BOARD SHEET INDEX PROJECT TEAMPROJECT SUMMARY SHEET NUMBER A0.0 A.002-A A.002-B A.002-C A.002-D A1.0-A A1.0-B A1.1-A A1.1-B A1.4 AA1.S L1.0-A L1.0-B A1.2-A A1.2-B A1:4.0-A A1:4.0-B A1:4.1 A1:4.2-A A1:4.2-B A1:3.0 A1.2.0-A A1.2.0-B A1.2.1-A A1.2.1-B A1.2.5 A2.1 C101 C102 C103 C104 C105 C106 C107 COVER SEQUENCE OF CONSTRUCTION SEQUENCE OF CONSTRUCTION SEQUENCE OF CONSTRUCTION SEQUENCE OF CONSTRUCTION SITE PLAN SITE PLAN UTILITIES SITE PLAN - SITE COVERAGE SITE PLAN GRADING SITE PLAN HARDSCAPE HEIGHT CALCS SITE SECTIONS LANDSCAPE MASTER PLAN LANDSCAPE MASTER PLAN SITE PLAN HARDSCAPE SNOW STACK SITE PLAN HARDSCAPE SNOW STACK DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ROOF PLAN DEED RESTRICTED APT BLDG FLOOR PLANS DEED RESTRICTED APT BLDG FLOOR PLANS DEED RESTRICTED APT BLDG FLOOR PLANS DEED RESTRICTED APT BLDG FLOOR PLANS GRFA CALCS EXTERIOR DETAILS SITE PLAN OVERALL GRADING PLAN ENLARGED GRADING PLAN ENLARGED GRADING PLAN ENLARGED GRADING PLAN ROAD PROFILE UTILITY PLAN SHEET NAME OWNER Vail Resorts 390 Interlocken Crescent Broomfield, CO 80021 Phone: 303.404.1800 ARCHITECT/INTERIORS OZ Architecture 3003 Larimer St. Denver, CO 80205 Phone: 303.861.5704 CIVIL Civil Insights 235 South Ridge St., Unit 2-A PO Box 7644 Breckenridge, CO 80424 Phone: 970.376.4858 SPECIFICATIONS Prospec 934 Tenderfoot Dr. Larksburg, CO 80218 Phone: 303.549.4933 STRUCTURAL IMEG Corp. 1400 Glenarm Pl., Suite 101 Denver, CO 80202 Phone: 303.623.4927 MEP BG BuildingWorks 1626 Cole Blvd., Suite 300 Lakewood, CO 80401 Phone: 303.278.3820 LANDSCAPE Norris Design 409 E. Main St., Suite 207 Frisco, CO 80443 Phone: 970.368.7068 CODE/LIFE SAFETY Shums Coda Associates 4610 Ulster St., Suite 150 Denver, CO 80237 Phone: 303.257.3572 The applicant has become aware of numerous instances where the project, as previously approved, was not in conformance with applicable standards. The purpose of this submittal is to summarize updates to the project since being approved by the DRB on 2/9/2020. The changes outlined below are necessary in order to bring the project into compliance with requirements of the International Building Code, the Americans with Disabilities Act, the Town of Vail Design Guidelines, and the Colorado Department of Transportation, as well as design standards imposed by other local authorities having jurisdiction including Eagle River Water and Sanitation District. Summary list of proposed changes: • Construction Sequencing - adjust to show the workflow from high to low and from west to east on the site, which will be accomplished over multiple building seasons. • Site Design - adjust layout of drives, walks, parking areas, retaining walls, utilities, and buildings to meet TOV/CDOT design requirements, to provide ADA access throughout the project and to meet Building Code requirements. • Landscape Design - adjust to address DRB conditions (stated in letter dated 2020.03.04), PEC conditions (dated 2019.08.26), Wildlife Mitigation Plan (dated 2019.08.16) and TOV/CDOT requirements • Building Design - adjust to address DRB conditions (stated in letter dated 2020.03.04), PEC conditions (dated 2019.08.26), Wildlife Mitigation Plan (dated 2019.08.16), TOV requirements, and Code Issues. N VICINITY MAP NTS SITE LOT 1 EAST VAIL HOUSING RECORD SUBMISSION IN RESPONSE TO: DESIGN REVIEW BOARD (DRB) CONDITIONS OF APPROVAL DATED 2020.03.04 PLANNING & ENVIRONMENTAL COMMISSION (PEC) CONDITIONS OF APPROVAL DATED 2019.08.26 WILDLIFE MITIGATION PLAN DATED 2019.08.16 July 5, 2022 - Page 144 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD APPROVED DRAWINGS FROM PEC SUBMITTAL DATED 2019.08.12 The size, complexity and location of the project and local restrictions on blasting activities will require construction to be completed over multiple building seasons. The landscape berm at the top of the site will need to be completed first in order to stabilize the hillside above the proposed residential development. To meet the TOV requirements regarding deed- restricted housing, the apartment building will need to be the first structure completed and occupied on the site. All wet and dry utilities that serve the apartments will need to be installed, including all site amenities, the proposed bus stops on the adjacent Frontage Road and the path down to them. CONSTRUCTIONSEQUENCING NARRATIVE EAST VAIL HOUSING | EXHIBIT A SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-A July 5, 2022 - Page 145 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD LIMIT OF DISTURBANCE USFS I-70 FRONT A G E R O A D TRACT A AREA AAREA A AREA C BUS S T O P AREA B CONSTRUCTIONSEQUENCING SEQUENCE 1 EAST VAIL HOUSING | EXHIBIT A Construction sequencing will begin with site preparation activities such as over lot grading, construction of the rockfall wall, and installation of major infrastructure elements as outlined below. • Sequence 1 mobilization: July 1, 2022 • Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23) • Sequence 1 remobilization of heavy site construction: June 1, 2023 • Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023 • Sequence 2 Completion: December 1, 2024 1 AREA A –Site Grading –Utilities –Retaining Walls –Apartment Building –Fire Turn around –Trail Connection –Bus Stops –Site Drainage –Wildlife Fencing Easement –Amenity Space –Planting AREA B –Roadway Grading –Building Pad Grading AREA C –Rockfall Berm Grading and Associated Planting –Retaining Walls Construction sequencing plan updates SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-B 1 PROPOSED CONSTRUCTION SEQUENCE: 1 July 5, 2022 - Page 146 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver 2 Sequence 2 completes roadway improvements and constructs the included townhome buildings with associated landscape. • Sequence 1 mobilization: July 1, 2022 • Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23)• Sequence 1 remobilization of heavy site construction: June 1, 2023 • Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023 • Sequence 2 Completion: December 1, 2024 2 AREA A –Sequence 1 completed AREA B –Townhome buildings A-H –Road extension –Fire turn-around –Planting AREA C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: 2 Construction sequencing plan updates LIMIT OF DISTURBANCE AREA B USFS I-70 FRONT A G E R O A D BUS S T O P TRACT A AREA A AREA C CONSTRUCTIONSEQUENCING SEQUENCE 2 ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT A SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-C July 5, 2022 - Page 147 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver The development is proposed to be constructed with only a few buildings at one time. In order to meet the requirements for at least 70% of the Gross Residential Floor Area (GRFA) of the site to be deed-restricted employee housing units at any time, a construction timing plan has been provided. The plan generally calls for development starting on the west end of the site. The rockfall wall shall be graded and landscaped first, with the grading of the whole site to follow. The rental apartment building is to be constructed first. The final stage in construction is planned for Buildings A, B, C, D, E, F, G, and H. • Sequence 1 mobilization: July 1, 2022 • Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23) • Sequence 1 remobilization of heavy site construction: June 1, 2023 • Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023• Sequence 2 Completion: December 1, 2024 1 Area A –Sequence 1 completed Area B –Sequence 2 completed Area C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: ALL Construction sequencing plan updates LIMIT OF DISTURBANCE AREA A AREA B AREA C USFS I-70 FRONT A G E R O A D TRACT A BUS S T O P CONSTRUCTIONSEQUENCING FULL BUILD OUT ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT A SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-D 1 July 5, 2022 - Page 148 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN SHEET NUMBER: A1.0-A A1.0 1" = 40'-0"1 SITE PLAN 3 5 8 6 5 13 6 5 PROPOSED DESIGN As noted herein, the applicant has become aware of numerous inaccuracies with the site design presented in the previously approved DRB submittal. Although many of the refinements to the site design described in this package are interrelated, the adjustments necessary to bring the site design into conformance with accepted standards and practices and requirements of the authorities having jurisdiction can generally be attributed to ten specific issues, as outlined below. EAST VAIL HOUSING | EXHIBIT B APPROVED DRAWING FROM DRB PACKAGE DATED 2020.02.24 SITE DESIGN NARRATIVE 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 149 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN UTILITIES SHEET NUMBER: A1.0-B 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. 14 PROPOSED DESIGN Utility design has been updated to conform to Eagle River Water and Sanitation District standards. Proposed design includes a looped water system and a redesign of fire hydrants to include dedicated lines. EAST VAIL HOUSING | EXHIBIT C APPROVED DRAWING FROM PEC PACKAGE DATED 2019.08.05 SITE DESIGN UTILITIES ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 150 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN SITE COVERAGE SHEET NUMBER: A1.1-A EXHIBIT SHOWING CHANGE IN BUILDING FOOTPRINT LOCATION SITE DESIGN BUILDING FOOTPRINT 7 EAST VAIL HOUSING | EXHIBIT D This exhibit overlays the building footprints from the previously approved DRB/PEC submittal (green dashed line) and the current design. The floorplan and building footprint did not match in the previous submittals. 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 151 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN GRADING SHEET NUMBER: A1.1-B 9 4 10 PROPOSED DESIGN Refinement of grading throughout typical design development. EAST VAIL HOUSING | EXHIBIT E SITE DESIGN GRADING 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 152 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN HARDSCAPE HEIGHT CALCS SHEET NUMBER: A1.4 A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RIDGE 161'-0" T.O. RIDGE 150'-6" T.O. RID G E 113'-6" T.O. RIDGE 114'-6" T.O. RI D G E 125'-0" T.O. RI D G E 113'- 6 " T.O. R I D G E 114'-6 " T.O. R I D G E 125'- 0 " T.O. R I D G E 113'-6" T.O. RI D G E 114'-6" T.O. RI D G E 125'-0" T.O. RID G E 113'-6" T.O. RI D G E 114'-6" T.O. RI D GE 125'-0" T.O. RI D GE 122'- 0" T.O. RIDG E 137'- 0 " T.O. R IDGE 125'-0" T.O. R I D G E 146'-0" T.O. RI D G E 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0 " T.O. RI D G E 141'-0" T.O. RI D G E 139'-0" T.O. SLOP E 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOP E TH-A TH-B TH-C TH-D TH-E TH-F TH-G TH-H ZONE A ZONE B ZONE C DRIVE W A Y PARKI N G 24 4 7 9 7 8 DRIVE W A Y MONU M E N T SIGN (2) NE W T R A N S I T S T O P S ; B U S SHELT E R S T O B E C O N S T R U C T E D PER T. O . V . S T A N D A R D S PROP O S E D C O N S T R U C T I O N SEQU E N C I N G -PART 2 PROP O S E D C O N S T R U C T I O N SEQU E N C I N G -PART 1 PROP O S E D C O N S T R U C T I O N SEQU E N C I N G -PART 3 PROP O S E D C O N S T R U C T I O N SEQU E N C I N G -PART 2 DOCU M E N T E D WETL A N D S T O B E PROT E C T E D D U R I N G CONS T R U C T I O N ACTIVI T E S , R E : S U R V E Y L0 L1 L1 L1 L0 L0 L0.5 L0.5VAN1 5550 49 41 40 31 27 28 30 ROCK ROCK ROCK ROCK FIRE H Y D R A N T LIGHT B O L L A R D -14 LO C A T I O N S LIGHT P O L E -5 LOC A T I O N S TRAS H E N C L O S U R E BIKE R A C K -4 LOC A T I O N S SITE S I G N A G E S I G N BUS S T O P NOT I N C O N T R A C T ( N I C ) SITE P L A N L E G E N D POINT O F E N T R Y POINT O F E M E R G E N C Y E G R E S S ACCE S S I B L E P A R K I N G O R ACCE S S I B L E E N T R Y P O I N T ACCE S S I B L E R O U T E SITE W A L L , R E : C I V I L & LAN D S C A P E SNOW S T O R A G E LIMIT O F S C O P E O F W O R K ACCE S S I B L E U N I T WETL A N D S RETAI N I N G W A L L -TYPE 1 PARKI N G S T A L L N O . ( S E Q U E N C E 2 O N L Y ) PROP E R T Y L I N E SETBA C K L I N E CENT E R L I N E 2' CON T O U R S ( E X I S T I N G ) NEW C O N T O U R S ( P R O P O S E D ) ## ZONE A ZONE B ZONE C 8407.41 8405.91 8408.91 8411.9 1 8408 8404.0 8 8402.5 8 8398.0 8 8399.5 8 8396.5 8 8405.41 8417.4 1 N M L K J I H E FDCA PERIM E T E R = 5 6 2 ' - 0 " L1 - 8 4 0 5 . 9 1 L0 - 8 3 9 5 . 0 8 L1 - 8 4 0 8 . 9 1 L0 - 8 3 9 8 . 0 8 L1 - 8 4 1 1 . 9 1 L0 - 8 4 0 1 . 0 8 8406.91B 8412.91G ELEVA T I O N L O W POINT W I T H I N 6 ' O F THE E X T E R I O R WALL - T Y P 6' ZON E F R O M EXTER I O R W A L L 8407.41 8416.9 1 8408.91 8402.5 8 8398.0 8 8402 8399.5 8 8416.9 1 RETAINING WALL RETAI N I N G W A L L RETAI N I N G W A L L RETAINING WALL10' - 0"24' - 5"9' - 7"24' - 6"67' - 6"9' - 7" 24' - 6" 9' - 6" 24' - 6" 9' - 7"67' - 6"24' - 6" 9' - 7" 24' - 5" 67' - 6" 9' - 7" 2 4 ' - 6 " 9 ' - 6 " 2 4 ' - 6 " 9 ' - 7 " 67' - 6" O T U P Q R S V 840810' - 0"10' - 0"8412.91 RETAINING WALLWINDOW WELLS EXTENDING 3' FROM THE WALL -TYP GRADE PLANE: 8405.95LEVEL 0A: 8395.08LEVEL 1A: 8405.91 LEVEL 0B: 8398.08LEVEL 1B: 8408.91 LEVEL 0C: 8401.08LEVEL 1C: 8411.911/2"2' - 11 1/2"5' - 11 1/2"10' - 10"10' - 10"10' - 10"ZONEA ZONEB ZONEC3' - 0"3' - 0"TOTAL B U I L D I N G G F R A EXCLU D E C O M M O N G F R A EXCLU D E B E L O W G R A D E G R F A TOAL T . O . V . G R F A = 43,311 S F 8,899 S F 3,359.3 7 S F 31,052. 6 3 S F GROSS FLOOR AR E A LEVEL 0 BUILDING COMMUNITY ROOM / STORAGE 2 BEDROO M U N I T S 3 BED R O O M U N I T S 4 BED R O O M U N I T S 2,442 S F 1,911 S F LEVEL 1 8,899 S F LEVEL 2 LEVEL 3 FLOOR TOTAL S 2,647 SF 1,899 S F FINISH E D TOTAL S F 2 UNIT S 8 UNIT S 4 UNIT S 4 UNIT S 18 UNI T S 1 UNIT 1 UNIT 2 UNIT S 1 UNIT 4 UNIT S 4 UNIT S 11 UNI T S 4,964 S F 9,600 S F 9,924 S F 9,924 S F 34,412 S F 7,611 S F 12,042 S F 11,835 S F 11,823 S F 43,311 S F PROJ. N O . DRAWN: CHECKE D : DATE: © OZ A R C H I T E C T U R E SCALE: SHEET N U M B E R SHEET T I T L E : ISSUED F O R : APPROV E D : 3003 L a r i m e r S t r e e t Denver , C o l o r a d o 8 0 2 0 5 phone 3 0 3 . 8 6 1 . 5 7 0 4 www.o z a r c h . c o m ARCHI T E C T U R E ®5/1/2022 8:07:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indi c a t e d LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161 . 0 0 OH TR 2022/0 3 / 2 5 OVER A L L S I T E C O D E PLAN & S U M M A R Y G-100 LOT 1 - E A S T V A I L HOUSI N G Approv e r 1" = 40' - 0 " 1 OVER A L L S I T E P L A N PROJEC T NORTH TRUE NORTH 0'20' 40' 80' 160' 9.00° CODE P L A N N O T E S 1 B U I L D I N G S H A L L B E S P R I N K L E R E D T H R O U G H O U T I N A C C O R D ANCE W I T H I B C CHAPT E R 9 A N D N F P A 1 3 - R . P R O V I D E D R Y S P R I N K L E R S Y S T EM W H E R E APPR O P R I A T E A N D A T A L L U N C O N D I T I O N E D L O C A T I O N S . F I R E PRO T E C T I O N ENGIN E E R I N G B Y O T H E R S . 2 A R E A O F R E F U G E I S N O T R E Q U I R E D P E R 1 0 0 7 . 3 E X C E P T I O N NO.3 . 3 S E E G - 5 0 0 S E R I E S S H E E T S F O R L I S T E D A S S E M B L I E S F O R FLOO R / C E I L I N G S , ROOF/ C E I L I N G S , E X T E R I O R W A L L S , A N D P A R T I T I O N S . L I S TED FI R E - R E S I S T I V E ASSE M B L I E S M A Y B E S U B S T I T U T E D W I T H A P P R O V A L O F A U T H ORITY H A V I N G JURIS D I C T I O N A N D A R C H I T E C T . 4 S E E D O O R S C H E D U L E , S H E E T A - 6 1 0 F O R D O O R R A T I N G S . A LL RA T E D D O O R S T O COMP L Y W I T H I B C 7 1 6 5 A L L P E N E T R A T I O N S T H R O U G H F L O O R S A N D R A T E D W A L L S T O BE FI R E S T O P P E D IN AC C O R D A N C E W I T H I B C C H A P T E R 7 . 6 T H E G C I S T O C O O R D I N A T E F I R E D E P A R T M E N T C O N N E C T I O N (FDC) L O C A T I O N WITH A U T H O R I T Y H A V I N G J U R I S D I C T I O N A N D A R C H I T E C T . 7 T H E G C I S T O C O O R D I N A T E K N O X B O X L O C A T I O N W I T H F I R E DEP A R T M E N T A N D ARCHI T E C T . 5.98 Zone C @ L 1 t o G P AVG G P = 8 4 0 5 . 9 3 Total = 5 6 2 . 0 8 4 7 2 4 8 0 2 . 4 V 8407.4 1 8 4 0 7 . 4 1 1 6 8 1 4 . 8 2 8 4 0 7 . 4 2 4 . 4 2 2 0 5 3 0 9 . 0 U 8 4 0 2 8 4 0 2 1 6 8 0 4 . 0 0 8 4 0 2 . 0 9 . 5 7 9 8 1 9 . 0 T 8396.5 8 8 4 0 2 1 6 7 9 8 . 5 8 8 3 9 9 . 3 2 4 . 5 2 0 5 7 8 2 . 6 S 8396.5 8 8 3 9 6 . 5 8 1 6 7 9 3 . 1 6 8 3 9 6 . 6 6 7 . 5 5 6 6 7 6 9 . 2 R 8 3 9 9 . 5 8 8 3 9 6 . 5 8 1 6 7 9 6 . 1 6 8 3 9 8 . 1 9 . 5 7 9 7 8 1 . 8 Q 8 3 9 8 . 0 8 8 3 9 9 . 5 8 1 6 7 9 7 . 6 6 8 3 9 8 . 8 2 4 . 5 2 0 5 7 7 1 . 3 P 8398.0 8 8 3 9 8 . 0 8 1 6 7 9 6 . 1 6 8 3 9 8 . 1 9 . 5 7 9 7 8 1 . 8 O 8 3 9 9 . 5 8 8 3 9 8 . 0 8 1 6 7 9 7 . 6 6 8 3 9 8 . 8 2 4 . 5 2 0 5 7 7 1 . 3 N 8 4 0 2 . 5 8 8 3 9 9 . 5 8 1 6 8 0 2 . 1 6 8 4 0 1 . 1 9 . 5 7 9 8 1 0 . 3 M 8 4 0 4 . 0 8 8 4 0 2 . 5 8 1 6 8 0 6 . 6 6 8 4 0 3 . 3 6 7 . 5 5 6 7 2 2 4 . 8 L 8408 8 4 0 4 . 0 8 1 6 8 1 2 . 0 8 8 4 0 6 . 0 2 4 . 5 2 0 5 9 4 8 . 0 K 8408 8 4 0 8 1 6 8 1 6 . 0 0 8 4 0 8 . 0 9 . 5 8 8 0 5 4 8 . 6 J 8416.91 84 1 6 . 9 1 1 6 8 3 3 . 8 2 8 4 1 6 . 9 2 4 . 4 2 2 0 5 5 4 0 . 9 I 8416.91 8417.41 1 6 8 3 4 . 3 2 8 4 1 7 . 2 6 7 . 5 5 6 8 1 5 8 . 3 H 8411.91 8411.91 16823.82 8 4 1 1 . 9 9 . 5 8 8 0 5 8 6 . 1 G 8412.91 8411.91 16824.82 8412.4 1 0 8 4 1 2 4 . 1 F 8412.41 8412.41 16824.82 8412.4 24.5 2 0 6 1 0 4 . 0 E 8408.91 8408.91 16817.82 8408.9 9.5 79884.6D 8406.91 8408.91 16815.82 8407.9 24.5 205993.8C 8405.91 8406.91 16812.82 8406.4 10 84064.1B8405.91 8405.91 16811.82 8405.9 9.58 80528.6A8407.41 8407.41 16814.82 8407.4 67.5 567500.2Segment Start End Subtotal 1 Subtotal 2 Length Length(S2)Grade Plane Calculations +1 8 .3 +1 8 +1 7 +4 0 1 .5 +4 0 1 .6 0 +4 0 1 .9 7 +4 0 5 .4 5 +4 0 9 .8 1+4 0 7 .6 3 +1 4 .2 1 +1 4 .4 3 +1 2 .5 9+1 2 .4 9 +4 0 9 .9 5+4 0 9 .9 1 +4 1 2 .6 4+1 0 .8 0+1 0 .8 0 +1 1 .5 2+1 1 .5 2 +1 4 .3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 0 6 +4 0 7 +4 1 3 +4 0 2 +4 0 8 +4 0 9 +4 1 4 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +4 1 7 +4 0 6 +4 1 2 +4 1 3 +4 0 8 +4 2 4 +4 1 6 +4 1 0 +4 3 0 +4 2 0 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +9 9 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +8 7 .3 +9 0 .3 +9 1 .6 +9 4 .6 +9 5 .9 +9 8 .9 +9 9 .1 +9 9 .0 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 1 .6+4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 4 .5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3 .1+4 0 6 .1+4 0 6 .2 +9 6 .0 +9 9 .0 +4 0 1 .3 +4 0 4 .3 +4 0 7 .5 +4 0 7 .4 +4 0 1 .0 +4 0 7 .5 +4 0 7 .4 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +4 0 2 .2+4 0 5 .2 +4 0 6 .5+4 0 9 .5 +4 1 0 .8+4 1 3 .8 +4 0 4 .0+4 0 7 .0 +4 0 8 .3+4 1 1 .3 +4 1 2 .6+4 1 5 .6 +9 6 .9 +9 6 .0 +9 3 .0 +9 1 .7 +8 8 .7 +9 6 .0 +9 3 .0+9 1 .7 +8 8 .7 +8 7 .4 +8 4 .4 +8 3 .1 +8 0 .1 +8 4 .4 +8 1 .2 +9 7 .1 +4 0 7 .5+4 0 9 .5+4 1 0 .8 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 5 .6 +9 8 .0 +4 0 1 .0 +4 0 2 .3+4 0 4 .1 9 2 .0 + 9 2 .0 + 9 5 .0 + 9 6 .3 + 9 9 .3 + 9 5 .0 + 9 6 .3 + 9 9 .3 + +4 0 1 .6 +4 0 5 .1+4 0 8 .1 +4 0 9 .4+4 1 2 .4 +4 0 6 .0+4 0 9 .0 +4 1 0 .3+4 1 2 .0 +4 0 8 .0+4 1 1 .0 +4 1 2 .3 +4 0 0 .1 +1 7 +2 4 +1 7 +1 1 +1 8 +2 5 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64 FFE FLR 0: 8398.64 FFE FLR 1: 8412.64 FFE FLR 0: 8401.64 FFE FLR 1: 8415.64 FFE FLR 0: 8404.64 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM +1 8 .3 +1 8 +1 7 +4 0 1 .5 +4 0 1 .6 0 +4 0 1 .9 7 +4 0 5 .4 5 +4 0 9 .8 1+4 0 7 .6 3 +1 4 .2 1 +1 4 .4 3 +1 2 .5 9+1 2 .4 9 +4 0 9 .9 5+4 0 9 .9 1 +4 1 2 .6 4+1 0 .8 0+1 0 .8 0 +1 1 .5 2+1 1 .5 2 +1 4 .3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 0 6 +4 0 7 +4 1 3 +4 0 2 +4 0 8 +4 0 9 +4 1 4 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +4 1 7 +4 0 6 +4 1 2 +4 1 3 +4 0 8 +4 2 4 +4 1 6 +4 1 0 +4 3 0 +4 2 0 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +9 9 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +8 7 .3 +9 0 .3 +9 1 .6 +9 4 .6 +9 5 .9 +9 8 .9 +9 9 .1 +9 9 .0 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 1 .6+4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 4 .5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3 .1+4 0 6 .1+4 0 6 .2 +9 6 .0 +9 9 .0 +4 0 1 .3 +4 0 4 .3 +4 0 7 .5 +4 0 7 .4 +4 0 1 .0 +4 0 7 .5 +4 0 7 .4 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +4 0 2 .2+4 0 5 .2 +4 0 6 .5+4 0 9 .5 +4 1 0 .8+4 1 3 .8 +4 0 4 .0+4 0 7 .0 +4 0 8 .3+4 1 1 .3 +4 1 2 .6+4 1 5 .6 +9 6 .9 +9 6 .0 +9 3 .0 +9 1 .7 +8 8 .7 +9 6 .0 +9 3 .0+9 1 .7 +8 8 .7 +8 7 .4 +8 4 .4 +8 3 .1 +8 0 .1 +8 4 .4 +8 1 .2 +9 7 .1 +4 0 7 .5+4 0 9 .5+4 1 0 .8 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 5 .6 +9 8 .0 +4 0 1 .0 +4 0 2 .3+4 0 4 .1 9 2 .0 + 9 2 .0 + 9 5 .0 + 9 6 .3 + 9 9 .3 + 9 5 .0 + 9 6 .3 + 9 9 .3 + +4 0 1 .6 +4 0 5 .1+4 0 8 .1 +4 0 9 .4+4 1 2 .4 +4 0 6 .0+4 0 9 .0 +4 1 0 .3+4 1 2 .0 +4 0 8 .0+4 1 1 .0 +4 1 2 .3 +4 0 0 .1 +1 7 +2 4 +1 7 +1 1 +1 8 +2 5 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64 FFE FLR 0: 8398.64 FFE FLR 1: 8412.64 FFE FLR 0: 8401.64 FFE FLR 1: 8415.64 FFE FLR 0: 8404.64 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RIDGE 161'-0" T.O. RIDGE 150'-6" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RID GE 114'-6" T.O. RIDGE 125'-0" T.O. RID GE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 122'-0" T.O. RIDGE 137'-0" T.O. RIDG E 125'-0" T.O. RIDGE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Point Height Finish Floor Roof Elevation Height from most Restrictive Most Restrictive Grade Zone A POINT 1.1 8390 8397.38 43.96 8394.33 8438.29 48.29 8390 POINT 1.2 8385 8395.08 49.63 8394.33 8443.96 58.96 8385 POINT 1.3 8383 8393.3 43.96 8394.33 8438.29 55.29 8383 POINT 1.4 8386 8399.17 50.85 8394.33 8445.18 59.18 8386 POINT 1.5 8390 8410.18 43.96 8394.33 8438.29 48.29 8390 POINT 1.6 8396 8403.79 49.63 8394.33 8443.96 47.96 8396 POINT 1.7 8400 8412.29 43.96 8395.08 8439.04 39.04 8400 POINT 1.8 8403 8405 50.85 8394.33 8445.18 42.18 8403 Zone B POINT 2.1 8393 8399.09 49.9 8397.33 8447.23 54.23 8393 POINT 2.2 8398 8406.91 49.9 8397.33 8447.23 49.23 8398 POINT 2.3 8397 8402.87 47.6 8397.33 8444.93 47.93 8397 POINT 2.4 8403 8405 61.18 8397.33 8458.51 55.51 8403 POINT 2.5 8405 8408.88 58.85 8397.33 8456.18 51.18 8405 POINT 2.6 8408 8410 58.85 8397.33 8465 57 8408 Zone C POINT 3.1 8398 8403.58 49.93 8400.33 8450.26 52.26 8398 POINT 3.2 8401 8403.58 55.64 8400.33 8455.97 54.97 8401 POINT 3.3 8404 8403.58 49.97 8400.33 8450.3 46.72 8403.58 POINT 3.4 8407 8412.91 49.93 8400.33 8450.26 43.26 8407 POINT 3.5 8410 8414.03 55.64 8400.33 8455.97 45.97 8410 POINT 3.6 8414 8414.41 49.97 8400.33 8450.3 36.3 8414 Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Roof Elevation Height from most Restrictive Most Restrictive Grade Building 1 POINT 1.1 8390 8395 8439 49 8390 POINT 1.2 8385 8394.9 8444.9 60 8385 POINT 1.3 8383 8394.9 8438.9 56 8383 POINT 1.4 8386 8402 8446 60 8386 POINT 1.5 8390 8404 8439 49 8390 POINT 1.6 8396 8406 8444 49 8396 POINT 1.7 8400 8406.9 8438.9 38.9 8400 POINT 1.8 8403 8407 8446 43 8403 Building 2 POINT 2.1 8393 8396.5 8416.5 23.5 8393 POINT 2.2 8398 8399 8445 47 8398 POINT 2.3 8397 8399 8443.5 46.5 8397 POINT 2.4 8403 8409 8462 60 8403 POINT 2.5 8405 8411.9 8448.9 43.9 8405 POINT 2.6 8408 8414 8460 52 8408 Building 3 POINT 3.1 8398 8402 8446 48 8398 POINT 3.2 8401 8404.4 8454.4 53.4 8401 POINT 3.3 8404 8409 8451 47 8404 POINT 3.4 8407 8414 8461 54 8407 POINT 3.5 8410 8416 8457 47 8410 POINT 3.6 8414 8418 8454 40 8414 N 1.1 2.3 3.3 1.7 3.6 1.8 2.61.2 3.2 1.6 2.5 3.51.3 2.1 3.1 1.5 2.2 3.4 1.4 2.4 4 EAST VAIL HOUSING | EXHIBIT F APPROVED DRAWINGS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN SITE DESIGN GRADING SITE SECTION 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading and roof form to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall wall design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards.ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 153 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE SECTIONS SHEET NUMBER: AA1.S AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPER T Y LI N E LOT L INE AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPERTY LINELOT LINE AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPER T Y L I N E LOT L INE 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8442' -5"PROPERTY LINESETBACK LINE17' - 7 3/4"2' - 6 1/2"8455' -6" CRAWLSPACE MAX. BUILDING HEIGHT FROM GRADE: 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8411' -2" 8422' -0" 8432' -1" FFE FLR 1: 8405.16 FFE FLR 0: 8394.33 FFE FLR 1: 8408.16 FFE FLR 0: 8397.33 FFE FLR 1: 8411.16 FFE FLR 0: 8400.33 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:24:45 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8442' -5"PROPERTY LINESETBACK LINE17' - 7 3/4"2' - 6 1/2"8455' -6" CRAWLSPACE MAX. BUILDING HEIGHT FROM GRADE: 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8411' -2" 8422' -0" 8432' -1" FFE FLR 1: 8405.16 FFE FLR 0: 8394.33 FFE FLR 1: 8408.16 FFE FLR 0: 8397.33 FFE FLR 1: 8411.16 FFE FLR 0: 8400.33 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:24:45 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1SITE SECTION 1" = 20'-0"2SITE PLAN DIAGRAM +1 8 .3 +1 8 +1 7 +4 0 1 .5 +4 0 1 .6 0 +4 0 1 .9 7 +4 0 5 .4 5 +4 0 9 .8 1+4 0 7 .6 3 +1 4 .2 1 +1 4 .4 3 +1 2 .5 9+1 2 .4 9 +4 0 9 .9 5+4 0 9 .9 1 +4 1 2 .6 4+1 0 .8 0+1 0 .8 0 +1 1 .5 2+1 1 .5 2 +1 4 .3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 0 6 +4 0 7 +4 1 3 +4 0 2 +4 0 8 +4 0 9 +4 1 4 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +4 1 7 +4 0 6 +4 1 2 +4 1 3 +4 0 8 +4 2 4 +4 1 6 +4 1 0 +4 3 0 +4 2 0 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +9 9 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +8 7 .3 +9 0 .3 +9 1 .6 +9 4 .6 +9 5 .9 +9 8 .9 +9 9 .1 +9 9 .0 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 1 .6+4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 4 .5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3 .1+4 0 6 .1+4 0 6 .2 +9 6 .0 +9 9 .0 +4 0 1 .3 +4 0 4 .3 +4 0 7 .5 +4 0 7 .4 +4 0 1 .0 +4 0 7 .5 +4 0 7 .4 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +4 0 2 .2+4 0 5 .2 +4 0 6 .5+4 0 9 .5 +4 1 0 .8+4 1 3 .8 +4 0 4 .0+4 0 7 .0 +4 0 8 .3+4 1 1 .3 +4 1 2 .6+4 1 5 .6 +9 6 .9 +9 6 .0 +9 3 .0 +9 1 .7 +8 8 .7 +9 6 .0 +9 3 .0+9 1 .7 +8 8 .7 +8 7 .4 +8 4 .4 +8 3 .1 +8 0 .1 +8 4 .4 +8 1 .2 +9 7 .1 +4 0 7 .5+4 0 9 .5+4 1 0 .8 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 5 .6 +9 8 .0 +4 0 1 .0 +4 0 2 .3+4 0 4 .1 9 2 .0 + 9 2 .0 + 9 5 .0 + 9 6 .3 + 9 9 .3 + 9 5 .0 + 9 6 .3 + 9 9 .3 + +4 0 1 .6 +4 0 5 .1+4 0 8 .1 +4 0 9 .4+4 1 2 .4 +4 0 6 .0+4 0 9 .0 +4 1 0 .3+4 1 2 .0 +4 0 8 .0+4 1 1 .0 +4 1 2 .3 +4 0 0 .1 +1 7 +2 4 +1 7 +1 1 +1 8 +2 5 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64 FFE FLR 0: 8398.64 FFE FLR 1: 8412.64 FFE FLR 0: 8401.64 FFE FLR 1: 8415.64 FFE FLR 0: 8404.64 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM +1 8 .3 +1 8 +1 7 +4 0 1 .5 +4 0 1 .6 0 +4 0 1 .9 7 +4 0 5 .4 5 +4 0 9 .8 1+4 0 7 .6 3 +1 4 .2 1 +1 4 .4 3 +1 2 .5 9+1 2 .4 9 +4 0 9 .9 5+4 0 9 .9 1 +4 1 2 .6 4+1 0 .8 0+1 0 .8 0 +1 1 .5 2+1 1 .5 2 +1 4 .3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 0 6 +4 0 7 +4 1 3 +4 0 2 +4 0 8 +4 0 9 +4 1 4 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +4 1 7 +4 0 6 +4 1 2 +4 1 3 +4 0 8 +4 2 4 +4 1 6 +4 1 0 +4 3 0 +4 2 0 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +9 9 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +8 7 .3 +9 0 .3 +9 1 .6 +9 4 .6 +9 5 .9 +9 8 .9 +9 9 .1 +9 9 .0 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 1 .6+4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 4 .5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3 .1+4 0 6 .1+4 0 6 .2 +9 6 .0 +9 9 .0 +4 0 1 .3 +4 0 4 .3 +4 0 7 .5 +4 0 7 .4 +4 0 1 .0 +4 0 7 .5 +4 0 7 .4 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +4 0 2 .2+4 0 5 .2 +4 0 6 .5+4 0 9 .5 +4 1 0 .8+4 1 3 .8 +4 0 4 .0+4 0 7 .0 +4 0 8 .3+4 1 1 .3 +4 1 2 .6+4 1 5 .6 +9 6 .9 +9 6 .0 +9 3 .0 +9 1 .7 +8 8 .7 +9 6 .0 +9 3 .0+9 1 .7 +8 8 .7 +8 7 .4 +8 4 .4 +8 3 .1 +8 0 .1 +8 4 .4 +8 1 .2 +9 7 .1 +4 0 7 .5+4 0 9 .5+4 1 0 .8 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 5 .6 +9 8 .0 +4 0 1 .0 +4 0 2 .3+4 0 4 .1 9 2 .0 + 9 2 .0 + 9 5 .0 + 9 6 .3 + 9 9 .3 + 9 5 .0 + 9 6 .3 + 9 9 .3 + +4 0 1 .6 +4 0 5 .1+4 0 8 .1 +4 0 9 .4+4 1 2 .4 +4 0 6 .0+4 0 9 .0 +4 1 0 .3+4 1 2 .0 +4 0 8 .0+4 1 1 .0 +4 1 2 .3 +4 0 0 .1 +1 7 +2 4 +1 7 +1 1 +1 8 +2 5 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64 FFE FLR 0: 8398.64 FFE FLR 1: 8412.64 FFE FLR 0: 8401.64 FFE FLR 1: 8415.64 FFE FLR 0: 8404.64 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPER T Y LI N E LOT L INE +1 8 .3 +1 8 +1 7 +4 0 1 .5 +4 0 1 .6 0 +4 0 1 .9 7 +4 0 5 .4 5 +4 0 9 .8 1+4 0 7 .6 3 +1 4 .2 1 +1 4 .4 3 +1 2 .5 9+1 2 .4 9 +4 0 9 .9 5+4 0 9 .9 1 +4 1 2 .6 4+1 0 .8 0+1 0 .8 0 +1 1 .5 2+1 1 .5 2 +1 4 .3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 0 6 +4 0 7 +4 1 3 +4 0 2 +4 0 8 +4 0 9 +4 1 4 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +4 1 7 +4 0 6 +4 1 2 +4 1 3 +4 0 8 +4 2 4 +4 1 6 +4 1 0 +4 3 0 +4 2 0 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +9 9 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +8 7 .3 +9 0 .3 +9 1 .6 +9 4 .6 +9 5 .9 +9 8 .9 +9 9 .1 +9 9 .0 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 1 .6 +4 0 4 .4 +4 0 4 .6 +4 0 4 .5 +9 4 .5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3 .1+4 0 6 .1+4 0 6 .2 +9 6 .0 +9 9 .0 +4 0 1 .3+4 0 4 .3 +4 0 7 .5 +4 0 7 .4 +4 0 1 .0 +4 0 7 .5 +4 0 7 .4 +8 1 .7 +8 4 .7 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +4 0 0 .6 +4 0 2 .2+4 0 5 .2 +4 0 6 .5+4 0 9 .5 +4 1 0 .8 +4 1 3 .8 +4 0 4 .0+4 0 7 .0 +4 0 8 .3+4 1 1 .3 +4 1 2 .6 +4 1 5 .6 +9 6 .9 +9 6 .0 +9 3 .0 +9 1 .7 +8 8 .7 +9 6 .0 +9 3 .0+9 1 .7 +8 8 .7 +8 7 .4 +8 4 .4 +8 3 .1 +8 0 .1 +8 4 .4 +8 1 .2 +9 7 .1 +4 0 7 .5+4 0 9 .5+4 1 0 .8 +9 3 .0 +9 6 .0 +9 7 .3 +4 0 0 .3 +4 0 5 .6 +9 8 .0 +4 0 1 .0 +4 0 2 .3+4 0 4 .1 9 2 .0 + 9 2 .0 + 9 5 .0 + 9 6 .3 + 9 9 .3 + 9 5 .0 + 9 6 .3 + 9 9 .3 + +4 0 1 .6 +4 0 5 .1+4 0 8 .1 +4 0 9 .4+4 1 2 .4 +4 0 6 .0+4 0 9 .0 +4 1 0 .3+4 1 2 .0 +4 0 8 .0+4 1 1 .0 +4 1 2 .3 +4 0 0 .1 +1 7 +2 4 +1 7 +1 1 +1 8 +2 5 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64 FFE FLR 0: 8398.64 FFE FLR 1: 8412.64 FFE FLR 0: 8401.64 FFE FLR 1: 8415.64 FFE FLR 0: 8404.64 1 G-110 Sim ______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM N 4 4 EAST VAIL HOUSING | EXHIBIT G APPROVED DRAWINGS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN APARTMENT BUILDING SITE DESIGN GRADING SITE SECTION 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading and roof form to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall wall design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards.ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 154 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: LANDSCAPE MASTER PLAN SHEET NUMBER: L1.0-A EAST VAIL HOUSING | EXHIBIT H Approved DRB Submittal dated 2019.02.20 LANDSCAPE PLANTING PLAN APPROVED PLAN FROM DRB PACKAGE DATED 2019.02.20 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 155 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: LANDSCAPE MASTER PLAN SHEET NUMBER: L1.0-B EAST VAIL HOUSING | EXHIBIT H The planting plan shows plant diversity that will be well suited for the site conditions and elevation. The layout and quantity of species is updated due to the site plan shifts, berm and bus stop screening requirements, and creating a fire-wise landscape with defensible space. LANDSCAPE PLANTING PLAN 38 54 55 56 20% additional plants along berm per DRB conditions of approval. Screen rockfall berm with undulating row of Aspens per Wildlife Mitigation Plan. Additional species screening north and west of entrance per Wildlife Mitigation Plan. Save trees within setback area per Wildlife Mitigation Plan. INTERS T A T E H I G H W A Y 7 0 FRONT A G E R O A D B.L.M. LOT 2 US FOREST SERVICE BUS STOP TRACT A APARTMENTS BUILDING D BUILDING C BUILDING B BUILDING A BUILDING E BUILDING F BUILDING G BUILDING H BLM LOT 3 INTERSTATE HIGHWAY 70 LEGEND LANDSCAPE BED NATIVE SEED TREE PRESERVATION AREA LIMIT OF WORK COBBLE MULCH SOD PROPERTY LINE CDOT PROPERTY FIRE HYDRANT, RE: CIVIL FIRE HYDRANT, RE: CIVIL NORTH SCALE 0 50 100 200 54 38 56 55 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 156 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver Approved DRB drawings LANDSCAPE SNOW STORAGE PLAN APPROVED PLAN FROM DRB PACKAGE DATED 2019.02.20 SHEET TITLE: SITE PLAN HARDSCAPE SNOW STACK SHEET NUMBER: A1.2-A ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT I July 5, 2022 - Page 157 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver INTERS T A T E H I G H W A Y 7 0 FRONT A G E R O A D B.L.M. LOT 2 US FOREST SERVICE BUS STOP TRACT A APARTMENTS BUILDING D BUILDING C BUILDING B BUILDING A BUILDING E BUILDING F BUILDING G BUILDING H BLM LOT 3 INTERSTATE HIGHWAY 70 SNOW STORAGE TOTAL HARDSCAPE 59,831 SF 30% SNOW STORAGE REQUIRED 17,949 SF SNOW STORAGE PROVIDED 18,083 SF PROPERTY LINE CDOT PROPERTY FIRE HYDRANT, RE: CIVIL FIRE HYDRANT, RE: CIVIL 13 EAST VAIL HOUSING | EXHIBIT I Update the total SF of hardscape to 30% for snow storage per TOV requirements. This design accommodates not just for the full build out of the project, but for each phase, and includes driveways, parking, and sidewalks. 13 Snow Storage meets or exceeds 30% for all hardscape at the end of each phase per TOV requirements. NORTH SCALE 0 50 100 200 LANDSCAPE SNOW STORAGE PLAN SHEET TITLE: SITE PLAN HARDSCAPE SNOW STACK SHEET NUMBER: A1.2-B ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 158 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2 H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3 H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3 H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODE ELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODE ELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A TYP.2' - 0" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:09:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODE ELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3 H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH STANDING SEAM METAL ROOF 25 34 34 34 4040 4040 37 24 27 27 27 41 24 27 27 27 41 41 4125 25 26 24 26 24 Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. EAST VAIL HOUSING | EXHIBIT J APPROVED ELEVATION FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.0A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 159 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODE ELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODE ELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION 25 25 3737372424 27 41 43 42 41 41 34 26 26 4040 40 40 APPROVED ELEVATION FROM DRB PACKAGE 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.0B ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT K LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' July 5, 2022 - Page 160 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. 40 40 LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19 INSULATION & VAPOR BARRIER (C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR W/ FLASHING BOARD / BATTEN, CEDARMILL BOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker 25 3434 25 37 27 27 37 27 26 26 EAST VAIL HOUSING | EXHIBIT L APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.1 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 161 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. 40 LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES - MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER 34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEKFLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS 9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES - MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER 34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS 9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker 25 25 37 37 27 34 34 28 2626 EAST VAIL HOUSING | EXHIBIT M APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.2A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 162 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRYSECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAGITEM MATERIAL COLOR R1PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES - MOUNTAIN ASH S3BOARD AND BATTEN CEDAR SIDING 2.5" OVER 34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1DOORS AND WINDOWS PREMIUM VINYL BRONZE T1DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS 9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES - MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER 34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS 9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH 25 28 25 37 37 27 27 2626 EAST VAIL HOUSING | EXHIBIT N APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN 34 34 40 BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.2B ISSUED FOR: DESIGN REVIEW BOARD 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker July 5, 2022 - Page 163 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver A4.0 3 150'-6" T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0" T.O. RIDGE TYP.?? ?? 161'-0" T.O. RIDGE TYP.?? ??SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 VALLEYR1 V A L L E Y SLOPE4:12SLOPE4:12A4.0 3 161'-0" T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5 BUILDING 2 - STAIR SECTION4:124:124:124:126:12 6:12 6:12 6:12 4:124:124:124:124:124:124:124:126:126:12 6:126:12 153' - 8 1/4" 149' - 7 1/2" 158' - 10 1/4"161' - 2 1/4" 159' - 8 1/4" 155' - 7 3/4" 155' - 7 3/4" 149' - 7 3/4" 07.13 07.1307.13 07.1307.07 07.07 07.07 07.14 07.1407.14 07.14 2' - 0"CLR. 5' - 5 3/4"EQ EQEQEQ EQ EQ 5' - 6"2' - 2" 5' - 5 3/4"EQ EQ 1' - 7"TYP.TYP. TYP. TYP.TYP. TYP. TYP. TYP. TYP. 142' - 10 1/4" 142' - 10 1/4"142' - 10 1/4" 147' - 0 1/4" 26.1726.1726.17 26.17 148' - 10 1/4" 147' - 0 1/4" 149' - 7 3/4"149' - 3 3/4" 148' - 7 3/4" 142' - 10 1/4" 149' - 4 1/4" 148' - 8 1/4" 149' - 4 1/4"148' - 10 1/4"148' - 10 1/4" EXTERIOR FACE OF WALLS BELOW TYP. 2' - 0"3' - 9"2' - 3"3' - 9"6:126:12 6:12 6:124:124:12 4:124:124:124:124:12 4:124:124:124:12 4:124:12 4:12 4:12 6:126:12 6:12 6:12 6:12 6:12 4:124:126:126:124:124:1207.1307.13 07.1307.13 6' - 10" 6' - 10" 6' - 11" 6' - 11" 7' - 6 1/4" 7' - 6 1/4" 6' - 10 1/8"5' - 10 1/2"5' - 2 1/2"5' - 2 1/2"5' - 10 1/2"21' - 0 7/8" 9' - 0 1/8"5' - 8 1/2"5' - 6 5/8"9' - 5 1/2"9' - 8 1/2"1' - 6"9' - 8 5/8"1' - 4 7/8"122' - 2 3/4" 122' - 2 3/4" 112' - 10" 111' - 4 1/2" 124' - 5 3/4" 122' - 6 3/4" 123' - 11 3/4" 123' - 11 1/4"123' - 11 1/4" 127' - 2 1/4" 126' - 11 1/4" 130' - 1 3/4" 126' - 11 1/4" 128' - 8" 130' - 6" 116' - 10" 116' - 10" 128' - 2 1/2" 128' - 2 1/2" MATERIAL LEGEND STANDING SEAM METAL ROOF SOLAR READY ROOF AREA PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:00:12 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 MAIN ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.07 PRE-FINISHED METAL GUTTER W/ HEAT TRACE 07.13 SNOW MELT 07.14 SNOW FENCE 26.17 SOLAR PANELS, RE: ELEC ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS). SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2 THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTEND CONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOW THE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE AN ENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNT THE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM, SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING, DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THE RETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THERE MUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDER THE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BE LOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THE SNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OF SNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCE SUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN 30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BE FORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN PROJECT NORTH4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS). SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2 THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTEND CONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOW THE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE AN ENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNT THE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM, SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING, DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THE RETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THERE MUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDER THE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BE LOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THE SNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OF SNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCE SUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN 30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BE FORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS). SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2 THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTEND CONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOW THE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE AN ENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNT THE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM, SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING, DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THE RETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THERE MUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDER THE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BE LOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THE SNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OF SNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCE SUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN 30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BE FORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 34 34 40404040 34 34 25 25 25 25 34 34 EAST VAIL HOUSING | EXHIBIT O DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN ZONE A ZONE CZONE B 25 34 40 Change Building Height call-outs to be accurate. Previously approved roof plans and elevation callouts were not coordinated. Change roofing material from asphalt shingles to standing seam metal and update corresponding dormer locations per DRB conditions of approval dated 2020.03.04. NOTE: material change to standing seam applies to both high and low roofs. Adjust roof form to meet approved building heights. N BUILDING DESIGN ROOF SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ROOF PLAN SHEET NUMBER: A1:3.0 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 164 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver A1.2.3 1/8" = 1'-0"2 BUILDINGS 1/2/3 - 2ND. LEVEL PLAN - GRFA 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 1ST. LEVEL PLAN - GRFA STAIR A A110 STORAGE CORRIDOR STAIR B B110 CORRIDOR UNIT4-1 A101 RE: A-713 CORRIDOR CORRIDOR UNEXCAVATED CRAWL SPACE UNIT 2-2 B102 RE: A-712 STAIR C C110 UNIT 4-1 C101 RE: A-713 BUILDING MECHANICAL JANITOR CLOSETBUILDING ELECTRICAL LAUNDRY LAUNDRY LAUNDRY UNIT 2-2 B101 RE: A-712 STORAGE STORAGE CORRIDOR WATER ENTRY FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:50:56 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 LEVEL 0 FLOOR PLAN - OVERALL A-101 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH UP REF REF DW UP DW REFREF W D WDWD WDWDDW W D DW REF DWREF WW DD DN UP UNEXCAVATED CRAWL SPACE STAIR A A110 LAUNDRY CORRIDOR WATER ENTRY STAIR B B110 CORRIDOR UNIT4-1 A101 LAUNDRY CORRIDOR UNEXCAVATED CRAWL SPACE UNIT 2-2 B102 UNIT 2-2 B101 UNEXCAVATED CRAWL SPACE STAIR C C110 UNIT 4-1 C101 7 7 5 5 5 5 L6 6 5 5 2 2 6 W84 W24 W24 W84 W84 W24 W24 W84 W46W46W46 W84 BUILDING MECHANICAL LAUNDRY BUILDING ELECTRICAL 013 011 012 014 026 025 024 021 022 023 020 010 032 033 031 030 TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 9:28:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 LEVEL 0 FLOOR PLAN - OVERALL A-101 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN - OVERALL 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. 23 30 21 21 EAST VAIL HOUSING | EXHIBIT P DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN ZONE A ZONE C ZONE B N 1 2 3 4 5 BUILDING DESIGN FLOOR PLANS - BASEMENT SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.0-A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 165 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver EAST VAIL HOUSING | EXHIBIT Q 1 2 3 4 5 A1.2.3 1/8" = 1'-0"2 BUILDINGS 1/2/3 - 2ND. LEVEL PLAN - GRFA 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 1ST. LEVEL PLAN - GRFA STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 RE: A-711 UNIT 2-1 C201 RE: A-711 UNIT2-1 C203 RE: A-711 UNIT 2-1 C204 RE: A-711 CORRIDOR OFFICE UNIT 4-2 B201 RE: A-714A UNIT 4-2 B202 RE: A-714A UNIT 2-1 A204 RE: A-711 STAIR C C210CORRIDOR UNIT 2-1 A201 RE: A-711 TRASH LAUNDRY VESTIBULE VESTIBULE VESTIBULE UNIT 2-1 A201 RE: A-711 UNIT 2-1 A203 RE: A-711 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:53:31 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 1 FLOOR PLAN - OVERALL A-102 LOT 1 - EAST VAIL HOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. PROJECT NORTH PROJECT FLAGNOTES NO.FLAGNOTE UP DN DN UP UP DN D REFREFDWREFREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWW STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE 5 W84 W46W46 W84 W24 W24 W84STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 UNIT 2-1 C201 UNIT2-1 C203 UNIT 2-1 C204 CORRIDOR OFFICE UNIT 4-2 B201 UNIT 4-2 B202 UNIT 2-1 A202 UNIT 2-1 A204 STAIR C C210CORRIDOR 5 5 4 4 4 5 4 4 5 5 5 5 5 4 9 9 9 55 4 3 3 5 55 3 4 5 5 5 5 5 5 4 4 4 9 9 9 W84 W84 W84W84 W46W46 W46 STORAGE W84W84 W46 UNIT 2-1 A201 UNIT 2-1 A203 ELEC.ELEC. 111 114 115 113 117 118 119 120 121 112a 116 112b 123 124 121 125 121b 121a 126 132b 136 133 137138139140141 131 135 134 132a8' - 0"TRASH LAUNDRY PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 9:28:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 1 FLOOR PLAN - OVERALL A-102 LOT 1 - EAST VAIL HOUSING Approver PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 22 20 21 3030 DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 1 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.0-B ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 166 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver EAST VAIL HOUSING | EXHIBIT R 1 2 3 4 5 A1.2.4 1/8" = 1'-0"4 BUILDINGS 1/2/3 - 4TH. LEVEL PLAN - GRFA 1/8" = 1'-0"3 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 3RD. LEVEL PLAN - GRFA STORAGESTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 RE: A-714A UNIT 2-1 A301 RE: A-711 UNIT 2-1 A302 RE: A-711 UNIT 2-1 A304 RE: A-711 UNIT 2-1 A303 RE: A-711 STAIR C C310 UNIT 4-1 C301 RE: A-713 UNIT 4-1 C302 RE: A-713 CORRIDORSTORAGE CORRIDOR UNIT 4-2 B302 RE: A-714A STORAGE FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:56:40 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 2 FLOOR PLAN - OVERALL A-103 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN UP DN UP WW DD WWDDWD DW REF REF DW REF REF REFREFDWREFREFDWREFDWREFDWREFDWREFDWLAUNDRYSTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 UNIT 2-1 A301 UNIT 2-1 A302 UNIT 2-1 A304 UNIT 2-1 A303 STAIR C C310 UNIT 4-1 C301 UNIT 4-1 C302 CORRIDORLAUNDRY CORRIDOR UNIT 4-2 B302 1 1 1 1 4 1 4 4 1 9 4 1 4 9 9 9 1 1 4 4 1 1 1 4 4 9 1 1 1 1 4 9 9 9 99 17 17 9 9 W84 W46W46 W84 W84 W46 W46W46 W84W84 W24 W84W84 W46W46 W46 LAUNDRY 211 214 213 215 216 212 221 223 224 226 232 234 233 231TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 10:24:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 2 FLOOR PLAN - OVERALL A-103 LOT 1 - EAST VAIL HOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN - OVERALL PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. PROPOSED DESIGN DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 2 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.1-A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 167 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver EAST VAIL HOUSING | EXHIBIT S 1 2 3 4 5 A1.2.4 1/8" = 1'-0"4 BUILDINGS 1/2/3 - 4TH. LEVEL PLAN - GRFA 1/8" = 1'-0"3 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 3RD. LEVEL PLAN - GRFA STORAGE S-4 STORAGE S-4 CORRIDOR UNIT 2-1 A401 RE: A-711 UNIT 4-1 C402 RE: A-713 UNIT 4-1 C401 RE: A-713 UNIT 2-1 A402 RE: A-711 UNIT 2-1 A404 RE: A-711 UNIT 2-1 A403 RE: A-711 STAIR C C410 CORRIDOR UNIT 4-2 B402 RE: A-714A UNIT 4-2 B401 RE: A-714A STAIR B B410 STORAGE S-4 CORRIDOR FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:57:24 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 3 FLOOR PLAN - OVERALL A-104 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN WW DD WWDD DW REF REF REFREFDWREFREFDWDW REF REFWDREFDWREFDWREF DWREFDWLAUNDRY S-4 LAUNDRY S-4 CORRIDOR UNIT 2-1 A401 UNIT 4-1 C402 UNIT 4-1 C401 UNIT 2-1 A402 UNIT 2-1 A404 UNIT 2-1 A403 STAIR C C410CORRIDOR UNIT 4-2 B402 UNIT 4-2 B401 STAIR B B410 1 9 1 1 1 9 9 9 1 1 4 4 1 1 1 9 1 1 1 1 4 4 1 18 9 9 1 1 9 1 9 9 1 1 2 1 1 W84 W46W46 W84 W84 W46 W46W46 W84W84 W24 W84W84 W46W46 W46 LAUNDRY S-4 CORRIDOR 331 334 333 336335 332 321 333 334 322 334 333 332 331 TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 10:24:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 3 FLOOR PLAN - OVERALL A-104 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 3 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.1-B ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 168 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver NORTH (BACK) BUILDING 3 EAST (RIGHT) WEST (LEFT) 298 SF ABOVE GRADE 398 SF BELOW GRADE 696 SF OF WALL 12'-0"58'-0" 0 SF ABOVE GRADE 852 SF BELOW GRADE 852 SF OF WALL Below Grade Above Grade Total = 3,428 sf of wall below grade / 6,912 sf of wall = 50% of wall below grade .50 X 7,590 sf of horizontal floor area = 3,795 sf deduction 81'-0" 78'-0" 71'-0"12'-0"Horizontal Floor Area: 2,715 sf UNIT GRFA (inc.exterior face of the wall) CONTRIBUTING TO GRFA LEVEL 1 - 7,590 SQ FT (INCLUDING COMMON) LEVEL 2 - 9,960 SQ FT (INCLUDING COMMON) LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) TOTAL = 38,370 SQ FT TOTAL BUILDING GRFA EXCLUDE COMMOM GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 30,920 SQ FT 38,370 SQFT 3,655 SQFT 3,795 SQFT COMMON SPACE DEDUCTION GRFA PER TOV CODE 12-15-3-b-1-a-1 TOTAL = 3,655 SQ FT NORTH (BACK) BUILDINGS 1-2 0 SF ABOVE GRADE 1908 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDING 1-2 1908 SF ABOVE GRADE 0 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDINGS 3 852 SF ABOVE GRADE 0 SF BELOW GRADE 852 SF OF WALL 426 SF ABOVE GRADE 270 SF BELOW GRADE 696 SF OF WALL LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) 81'-0" 78'-0" 71'-0"12'-0"12'-0"58'-0" A1.2.5 APARTMENT BUILDINGS - 1/2/3 NORTH (BACK) BUILDING 3 EAST (RIGHT) WEST (LEFT) 298 SF ABOVE GRADE 398 SF BELOW GRADE 696 SF OF WALL 12'-0"58'-0" 0 SF ABOVE GRADE 852 SF BELOW GRADE 852 SF OF WALL Below Grade Above Grade Total = 3,428 sf of wall below grade / 6,912 sf of wall = 50% of wall below grade .50 X 7,590 sf of horizontal floor area = 3,795 sf deduction 81'-0" 78'-0" 71'-0"12'-0"Horizontal Floor Area: 2,715 sf UNIT GRFA (inc.exterior face of the wall) CONTRIBUTING TO GRFA LEVEL 1 - 7,590 SQ FT (INCLUDING COMMON) LEVEL 2 - 9,960 SQ FT (INCLUDING COMMON) LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) TOTAL = 38,370 SQ FT TOTAL BUILDING GRFA EXCLUDE COMMOM GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 30,920 SQ FT 38,370 SQFT 3,655 SQFT 3,795 SQFT COMMON SPACE DEDUCTION GRFA PER TOV CODE 12-15-3-b-1-a-1 TOTAL = 3,655 SQ FT NORTH (BACK) BUILDINGS 1-2 0 SF ABOVE GRADE 1908 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDING 1-2 1908 SF ABOVE GRADE 0 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDINGS 3 852 SF ABOVE GRADE 0 SF BELOW GRADE 852 SF OF WALL 426 SF ABOVE GRADE 270 SF BELOW GRADE 696 SF OF WALL LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) 81'-0" 78'-0" 71'-0"12'-0"12'-0"58'-0" A1.2.5 APARTMENT BUILDINGS - 1/2/3 GROSS FLOOR AREA LEVEL 0 BUILDING LAUNDRY/ STORAGE/ OFFICE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST BELOW GRADE 389.65 SF ABOVE GRADE 294.48 SF ABOVE GRADE 148.59 SF ABOVE GRADE SOUTH 1766.92 SF ABOVE GRADE 1392.99 SF BELOW GRADE 2662.17 SF BELOW GRADE 670.61 SF BELOW GRADE 378.15 SF BELOW GRADE ABOVE GRADE 2707.92 SF OF WALL BELOW GRADE/ 5307.56 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFA PER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON) LEVEL 1 -12,042 SF (INCLUDING COMMON) LEVEL 2 -11,835 SF (INCLUDING COMMON) LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRA EXCLUDE COMMON GFRA EXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF 8,899 SF 3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF 77' - 0" 68' - 0" 67' - 5"3' - 11"10' - 10"60' - 7 1/8"7' - 5 7/8"17' - 6"6' - 6 1/8"58' - 3 7/8"3' - 8"PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:27:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-702 LOT 1 - EAST VAIL HOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS GROSS FLOOR AREA LEVEL 0 BUILDING COMMUNITY ROOM / STORAGE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST10' - 10"67' - 0 1/4"11' - 0 5/32"68' - 0"11' - 0"77' - 6"10' - 10"10' - 10"47' - 6 33/64"47' - 4 73/256" BELOW GRADE 241.40 SF ABOVE GRADE 203.92 SF ABOVE GRADE 0 SF ABOVE GRADE 11' - 0"77' - 6" 68' - 0" 67' - 0 1/4"10' - 10"11' - 0 5/32"SOUTH 2359.64 SF ABOVE GRADE 0 SF BELOW GRADE 2359.64 SF BELOW GRADE 273.65 SF BELOW GRADE 309.12 SF BELOW GRADE ABOVE GRADE 2,942.41 SF OF WALL BELOW GRADE/ 5,747.37 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFA PER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON) LEVEL 1 -12,042 SF (INCLUDING COMMON) LEVEL 2 -11,835 SF (INCLUDING COMMON) LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRA EXCLUDE COMMON GFRA EXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF 8,899 SF 3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 11:33:46 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 GROSS AREA G-702 LOT 1 - EAST VAIL HOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS GROSS FLOOR AREA LEVEL 0 BUILDING LAUNDRY/ STORAGE/ OFFICE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST BELOW GRADE 389.65 SF ABOVE GRADE 294.48 SF ABOVE GRADE 148.59 SF ABOVE GRADE SOUTH 1766.92 SF ABOVE GRADE 1392.99 SF BELOW GRADE 2662.17 SF BELOW GRADE 670.61 SF BELOW GRADE 378.15 SF BELOW GRADE ABOVE GRADE 2707.92 SF OF WALL BELOW GRADE/ 5307.56 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFA PER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON) LEVEL 1 -12,042 SF (INCLUDING COMMON) LEVEL 2 -11,835 SF (INCLUDING COMMON) LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRA EXCLUDE COMMON GFRA EXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF 8,899 SF 3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF 77' - 0" 68' - 0" 67' - 5"3' - 11"10' - 10"60' - 7 1/8"7' - 5 7/8"17' - 6"6' - 6 1/8"58' - 3 7/8"3' - 8"PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:27:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-702 LOT 1 - EAST VAIL HOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS 3939 39 39 EAST VAIL HOUSING | EXHIBIT T DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN 39 Maintain a minimum of 70% of the total built GRFA as deed-restricted employee housing units per TOV PEC conditions of approval - Total SF increase of 4,941 SF - GFRA increase of 132.63 SF The previous submittal showed an exiting system that was partially open-air, including non-compliant exit balconies on several levels. The adjusted design encloses all parts of the exiting system (corridors, stairs, vestibules, etc.), which accounts for the majority of the 4,941 SF increase in Total Area. After accounting for the additional BOH spaces (property manager's office, laundry, storage, additional MEP space) and applying the same methodology for calculating Gross Residential Floor Area as in the previous approved DRB package, the net increase in GRFA is 132.63 SF BUILDING DESIGN FLOOR AREA CALCULATIONS SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING GRFA CALCS SHEET NUMBER: A1.2.5 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 169 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0" 2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2"2"6" X 6" RS DOUG FIR KICKER90.00° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2" 1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3"2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z- CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID R1 0'-0" 5'-0"4"8"MAINTAIN2X10 TREATED WD DOUBLE TOP CAP PREFINISHED METAL CAP FLG WITH MEMBRANE FLG PREFINISHED METAL FLG UNDER BLOCKING 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @ 16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANE SEALER GRID 8x8 VERT HEAVY TIMBER 1' - 4 3/4" 2' - 0"MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT WOOD BLOCKING RE: STRUCT THRU BOLT RE: STRUCT 5/4" X 2" CEMENT BD TRIM AROUND HT 1 SPRING POINT - ZONE A142' -2" ATTIC SPACE ATTIC LOUVER E2.1 R1R1 SNOW FENCE A-660 1 Sim E1.1 A-622 1 Sim A-622 3 Sim CEMENT BOARD SOFFIT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:11:31 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ROOF DETAILS A-660 LOT 1 - EAST VAIL HOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIM CROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7ROOF MECHANICAL SCREEN 3" = 1'-0"8WALL MATERIAL TRANSITION 1/2" = 1'-0"9 SECTION DETAIL AT LOUVER AND DUTCH GABLE 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0" 2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2" 2"6" X 6" RS DOUG FIR KICKER90 . 0 0° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2" 1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3" 2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z- CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID R1 0'-0" 5'-0"4"8"MAINTAIN2X10 TREATED WD DOUBLE TOP CAP PREFINISHED METAL CAP FLG WITH MEMBRANE FLG PREFINISHED METAL FLG UNDER BLOCKING 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @ 16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANE SEALER GRID 8x8 VERT HEAVY TIMBER 1' - 4 3/4" 2' - 0"MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT WOOD BLOCKING RE: STRUCT THRU BOLT RE: STRUCT 5/4" X 2" CEMENT BD TRIM AROUND HT 1 SPRING POINT - ZONE A142' -2" ATTIC SPACE ATTIC LOUVER E2.1 R1R1 SNOW FENCE A-660 1 Sim E1.1 A-622 1 Sim A-622 3 Sim CEMENT BOARD SOFFIT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:11:31 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ROOF DETAILS A-660 LOT 1 - EAST VAIL HOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIM CROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4 TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1 TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6 SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7ROOF MECHANICAL SCREEN 3" = 1'-0"8 WALL MATERIAL TRANSITION 1/2" = 1'-0"9 SECTION DETAIL AT LOUVER AND DUTCH GABLE 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0" 2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2" 2"6" X 6" RS DOUG FIR KICKER90. 0 0 ° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2" 1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3"2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z-CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID R1 0'-0" 5'-0"4"8"MAINTAIN2X10 TREATED WD DOUBLE TOP CAP PREFINISHED METAL CAP FLG WITH MEMBRANE FLG PREFINISHED METAL FLG UNDER BLOCKING 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @ 16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANE SEALER GRID 8x8 VERT HEAVY TIMBER 1' - 4 3/4" 2' - 0"MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT WOOD BLOCKING RE: STRUCT THRU BOLT RE: STRUCT 5/4" X 2" CEMENT BD TRIM AROUND HT 1 SPRING POINT - ZONE A142' -2" ATTIC SPACE ATTIC LOUVER E2.1 R1R1 SNOW FENCE A-660 1 Sim E1.1 A-622 1 Sim A-622 3 Sim CEMENT BOARD SOFFIT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:11:31 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ROOF DETAILS A-660 LOT 1 - EAST VAIL HOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIM CROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4 TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1 TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6 SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7ROOF MECHANICAL SCREEN 3" = 1'-0"8 WALL MATERIAL TRANSITION 1/2" = 1'-0"9 SECTION DETAIL AT LOUVER AND DUTCH GABLE A4.0 3 150'-6" T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0"T.O. RIDGETYP.????161'-0"T.O. RIDGETYP.????SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12VALLEYR1VALLEY SLOPE4:12SLOPE4:12A4.0 3 161'-0" T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12 SLOPE6:12VALLEYR1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 RIDGESLOPE6:12SLOPE6:12 R1SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5BUILDING 2 - STAIR SECTION A4.0 3 150'-6" T.O. RIDGETYP.?? ??RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0" T.O. RIDGETYP.?? ?? 161'-0" T.O. RIDGE TYP.?? ??SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12VALLEYR1VALLEY SLOPE4:12SLOPE4:12A4.0 3 161'-0" T.O. RIDGE TYP.?? ??RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12 SLOPE6:12VALLEYR1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 RIDGESLOPE6:12SLOPE6:12 R1SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5BUILDING 2 - STAIR SECTION Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH Wired for solar panel installationFF - 123'-0"SECOND LEVEL FF - 112'-0"FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0"THIRD LEVEL FF - 142'-0"SPRING POINT Wired for solar panel installation FF - 132'-0"SECOND LEVEL FF - 121'-0"FIRST LEVEL FF - 109'-0"GROUND LEVEL FF - 143'-0"THIRD LEVEL FF - 151'-0"SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3 H B BLDG 2 H B BLDG 1 H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH 27 31 37 The roof kicker angle was updated as the previous design did not meet code minimum head clearance at walkways. Snow fence design was updated by raising the fences to help keep snow on the roof and building entry points were updated per the Town of Vail comments. 27 31 37 EAST VAIL HOUSING | EXHIBIT U Change high and low roof kicker angle to comply with code clearances. Update snow fence design for a deeper snow load for life safety and code compliance. Increase member sizes at entry elements per DRB conditions of approval dated 2020.03.04. DRAWINGS FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN CONSTRUCTION DETAILS SHEET TITLE: EXTERIOR DETAILS ISSUED FOR: DESIGN REVIEW BOARD SHEET NUMBER: A2.1 July 5, 2022 - Page 170 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 1 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh site.dwg Issue: DRB East Vail Housing Vail, Colorado Site Plan Init.: SCALE:1"=40' N Feet 0 40 80 C101 July 5, 2022 - Page 171 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 2 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Overall Grading Plan Init.: SCALE:1"=40' N Feet 0 40 80 C102 July 5, 2022 - Page 172 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 3 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Enlarged Grading Plan Init.: SCALE:1"=20' N Feet 0 20 40 C103 July 5, 2022 - Page 173 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 4 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Enlarged Grading Plan Init.: SCALE:1"=20' N Feet 0 20 40 C104 July 5, 2022 - Page 174 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 5 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Enlarged Grading Plan Init.: SCALE:1"=20' N Feet 0 20 40 C105 July 5, 2022 - Page 175 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 6 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh profile.dwg Issue: DRB East Vail Housing Vail, Colorado Road Profile Init.: SCALE:1"=40' N Feet 0 40 80 C106 July 5, 2022 - Page 176 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424 (970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 7 of 7 Date: May 4, 2022 Drawn: D. Leinweber File: evh utility.dwg Issue: DRB East Vail Housing Vail, Colorado Utility Plan Init.: SCALE:1"=40' N Feet 0 40 80 C107 July 5, 2022 - Page 177 of 885 5/16/2022 Page 1 of 4 3003 LARIMER ST (303) 861-5704 DENVER, CO 80205 OZARCH.COM May 16, 2022 Mr. Jonathan Spence, AICP Planning Manager, Community Development Department Town of Vail 75 South Frontage Road Vail, CO 81657 RE: DRB 19-0652: CHG1 Lot 1 – East Vail Housing, East Vail, CO Dear Jonathan: In response to the Town of Vail comments regarding the Lot 1 – East Vail Housing DRB – Change to Approved Plans submission, please see our answers below. REF #11 Comment – Bldg. Dept., Glen Morgan The DRB description of work references changes to meet building code and ADA. Building department cannot comment on the changes without plans to review. Response: Architectural Floor plans have since been provided as part of the 4/22/22 DRB submission, 4/27/22 DRB submission, and 5/16/22 – DRB Record Set. Please refer to sheets A1.2.0 and A1.2.1 for Overall Floor Plans and A1.2.2-A and A1.2.2-B for Enlarged Residential Unit Floor Plans. Additionally, the full Code Analysis document set has been provided to Glen Morgan with the Town of Vail Building Department. REF #12 Comment – Fire Dept., Ryan Ocepek Plan will need to show fire apparatus turning movements. Contact FD for fire apparatus information. Response: Town of Vail fire apparatus information has been received and incorporated into the newly produced Fire Truck Turning Exhibit C4.3 which will appear in the 5/16/22 – DRB Record Set. REF #13 Comment – Fire Dept., Ryan Ocepek Provide site dimensions for all roadways, fire turn arounds, and any projections into roadway. Response: Site dimensions for all roadways, and projections into the roadway have been added to Sheet A1.0 and fire turn arounds have been added with Sheet C4.3. REF #14 Comment – Fire Dept., Ryan Ocepek Callout all fire hydrants. Provide dimensions between hydrants for FD to review. Response: Fire Hydrant locations and dimensions between hydrants have been provided on the newly produced Fire Truck Turning Exhibit C4.3. July 5, 2022 - Page 178 of 885 5/16/2022 Page 2 of 4 REF #15 Comment – Fire Dept., Ryan Ocepek All landscaping into fire access lanes cannot grow to obstruct fire lanes. This is both width and height. Please reference IFC Codes for sizes on width and height requirements. Response: Landscape material will remain outside of the fire lane access. Fire lane access has been incorporated into the newly produced Fire Truck Turning Exhibit C4.3 which will appear in the 5/16/22 – DRB Record Set. REF #16 Comment – Fire Dept., Ryan Ocepek Plan will need to show fire lane signs and striping on road surface area. All turnaround areas can only be marked as access lanes and nothing else. Response: Fire lane signs and striping on road surface area has been incorporated into the newly produced Fire Truck Turning Exhibit C4.3 which will appear in the 5/16/22 – DRB Record Set. REF #17 Comment – Fire Dept., Ryan Ocepek Landscaping cannot grow and block fire hydrants or FDC locations. Provide proposed locations on landscape plans of fire hydrants and FDC’s for FD to review. Response: Landscaping has been pulled away from Fire Hydrant locations. FDC are only required in buildings four stories or more above grade plane. The apartment building is designed as a 3-story building with basement. REF #18 Comment – Fire Dept., Ryan Ocepek Provide on plan proposed: 1. Fire Department Connections 2. Gas Main or individual gas main locations Response: FDC are only required in buildings four stories or more above grade plane. The apartment building is designed as a 3-story building with basement. REF #19 Comment – Planning Dept., Jonathan Spence Please provide details on how this height was reduced to 59.93. Response: The building heights were calculated by taking the difference between the roof elevation and the most restrictive grade at 20 different points around the building. The maximum building height was lowered to 59.93 by adjusting the roof form at the West end of the building to be a Dutch hip roof. We were then able to lower the building height further to a final maximum building height of 59.18 by lowering entire building 9 inches. The methodology of these calculations is the same as documented in the PEC and DRB submissions and the Dutch hip roof form is a style commonly seen in the Vail Valley. Lowering the finished floor elevation is necessary to meet grading requirements. Please refer to Sheet A1.4 – Site Plan Hardscape Height Calcs for documentation of these changes. July 5, 2022 - Page 179 of 885 5/16/2022 Page 3 of 4 REF #20 Comment – Planning Dept., Jonathan Spence Change to approved plans applicants should be submitted on the same sheets as the original approval. This is done in order to maintain a record set as the software versions all submittals. The TOV cannot bring a PP presentation to the DRB. Please provide amended plan sheets for review and approval. This project may be presented before the DRB next week but no decision can be made on the proposed changes until plan sheets are provided and all related comments have been addressed. Response: Submission sheets have been reformatted, named, and numbered to match the original approval. The 5/16/22 – DRB Record Set will include all changes to these sheets as well as the sheets that have not changed since the original approval. REF #4 Comment – Public Works, Tom Kassmel Where is the snow storage for the townhomes area? Response: Snow Storage for the townhomes has been added to Sheet A1.2 – Site Plan Hardscape Snow Stack. REF #5 Comment – Public Works, Tom Kassmel Seems to be a lot of snow storage for this section of path. It will be quite difficult to push snow from parking area through pergola to this eastern area. Response: Snow storage has been reduced behind the pergola. Refer to Sheet A1.2 – Site Plan Hardscape Snow Stack. REF #6 Comment – Public Works, Tom Kassmel All snow storage is required to be on private property. Response: Snow Storage has been removed from the CDOT Property. Refer to Sheet A1.2 – Site Plan Hardscape Snow Stack. REF #7 Comment – Public Works, Tom Kassmel Proposed grading/site plan does not show; Driveway grades (%) Top and Bottom of retaining walls 2’ minimum dimension between wall and property line 4’ minimum dimension between tiered walls Parking space dimensions Response: Driveway grades, top and bottom elevations of retaining walls, minimum dimensions of site walls, and parking space dimensions are shown on the enlarged Civil plans. Refer to Civil Sheets at the back of the DRB – Record Set. Sheets C3.0, C3.1, C3.2, and C4.1. July 5, 2022 - Page 180 of 885 5/16/2022 Page 4 of 4 REF #8 Comment – Public Works, Tom Kassmel Provide updated dimensions; Drive aisles Parking Fire truck staging and turning Sidewalk and path dimensions Response: Drive aisle dimensions, parking, fire truck staging and turning, sidewalk and path dimensions have been incorporated into the newly produced Fire Truck Turning Exhibit C4.3 which will appear in the 5/16/22 – DRB Record Set. REF #9 Comment – Public Works, Tom Kassmel Changes to storm sewer and utilities required updated drainage report, utility approvals, and additional updated drainage and utility plans. Response: Not required. Confirmed with follow up conversation between the Civil Engineer and Tom Kassmel. REF #10 Comment – Public Works, Tom Kassmel The changes in grading, site layout, utilities require additional design detail to a similar level that was approved previously. Provide additional necessary design, updated drainage report, and utility approvals. Response: Utility approvals are consistent with prior application. Based upon our conversations with ERWSD they had not seen the previous design. The OZ Design Team has reviewed the design changes and are coordinating with them. Sheet C4.2. Additional Public Comment received 5/16/2022. As Vail Resorts marches through the final approval process on the East Vail site, I wonder if you have been presented with a detailed drawing of how the housing and the berm above integrate into the hillside? Response: Additional berm locations, heights, and associated landscape information including planting and revegetation has been provided per the Conditions of Approval. A1.0, A1.1, A1.2, C3.0, C3.1, C3.2 and C4.1. Sincerely, Rebecca Stone, AIA, LEED BD+C Principal OZ Architecture 3003 Larimer St. Denver, CO 80205 303-887-8221 bstone@ozarch.com Attachments: 5/16/2022 – Design Review Board Record Set July 5, 2022 - Page 181 of 885 1 Charley Starr From:Chris Vandall Sent:Monday, May 16, 2022 11:35 AM To:Charley Starr; jspence@vailgov.com; Shelley Bellm; Tom Kassmel Cc:Kyle Griffith; Nicole Bleriot; Becky Stone; Olivia Halnon; Tim Ross; Michael Six; Gabe Robinson Subject:DRB19-0652 - Lot 1 - East Vail Housing | DRB Record Drawings Attachments:2022-05-16 121161 Lot 1 - East Vail Housing - DRB Response Letter.pdf Jonathon – Please see attached for the narrative response for the comment responses to comments received for the Lot 1 – East Vail Housing Project. The updated Design Review Board Record Set can be updated with the dropbox link below. https://www.dropbox.com/s/44oeelulzp330uo/2022-05- 18%20121161%20East%20Vail%20Housing%20_DRB%20Package_REVISED%20SUBMITTAL_FINAL.pdf?dl=0 Thank you, Chris Vandall, AIA, LEED BD+C (he, him, his) OZ Architecture | Associate Principal, Sr. Project Manager Phone: 303-861-5704 | Mobile: 303-349-8473 cvandall@ozarch.com | ozarch.com July 5, 2022 - Page 182 of 885 6/30/2022 Page 1 of 2 3003 LARIMER ST (303) 861-5704 DENVER, CO 80205 OZARCH.COM May 18, 2022 Jonathan Spence Planning Manager Community Development Department Town of Vail 75 South Frontage Road Vail, CO 81657 RE: DRB CASE NO XXXXXXX Dear Jonathan: 1. The applicant shall demonstrate on the submitted construction documents that the new bus stop shelters will be the typical TOV bus shelter. RESPONSE: The applicant agrees to follow TOV Standards when preparing the CDs for the proposed Bus Shelters. 2. Prior to commencing any earthwork, the applicant shall provide and implement a tree preservation program for those trees identified to be preserved. RESPONSE: The applicant agrees to provide and implement a tree preservation program prior to commencing any earthwork. 3. Prior to BP submittal, the applicant shall amend the roof material on the shed roofs of the apartment building to be standing seam matching the window trim in color. RESPONSE: The roof material on the apartment building has been revised to standing seam metal, with color to match the proposed window trim color. 4. Prior to BP submittal, the applicant shall, in good faith, reach out to CDOT to inquire about planting on CDOT property. The applicant shall work with staff to amend the landscape plan if permission is granted. RESPONSE: The applicant agrees to contact CDOT regarding permission to plant on CDOT property. The applicant further agrees to work with TOV staff to amend the Landscape Plan, if such permission is granted by CDOT. 5. The apartment style building roof plan shall be amended by the applicant prior to BP submittal to include solar panels. RESPONSE: The roof plan of the apartment building has been revised to include solar panels, as directed. 6. Prior to BP submittal, the applicant shall provide staff with a detail of the entryway to the apartment style building for staff review and approval. RESPONSE: The applicant agrees to provide staff with a detail of the entryway(s) to the apartment building for staff review and approval, as directed. July 5, 2022 - Page 183 of 885 6/30/2022 Page 2 of 2 7. Prior to BP submittal, the applicant shall amend the landscape plan to demonstrate undulations within the rock fall berm and an increase in associated landscaping of approximately 20% for review and approval by staff. RESPONSE: The Landscape Plan has been revised such that the planting in the area of the rock fall berm has been increased by approximately 20%, and the undulation of trees and shrubs in that area has been increased. This concludes OZ Architecture’s response… Sincerely, OZ Architecture, Inc. Becky Stone, OZ Architecture Principal July 5, 2022 - Page 184 of 885 1 Charley Starr From:Becky Stone Sent:Tuesday, May 17, 2022 5:08 PM To:Jonathan Spence Cc:Charley Starr; Tim Ross; Kyle Griffith Subject:Re: Lot 1 further OZ response Understood B From: Jonathan Spence <JSpence@vailgov.com> Sent: Tuesday, May 17, 2022 4:59:00 PM To: Becky Stone <bstone@ozarch.com> Cc: Charley Starr <cstarr@ozarch.com>; Tim Ross <tross@ozarch.com>; Kyle Griffith <KGriffith@vailresorts.com> Subject: RE: Lot 1 further OZ response CAUTION: Email from outside OZ Architecture. Thanks Becky. For simplicity staff will recommend that any motion include original conditions No. 1, 2 and 4. 1. The applicant shall demonstrate on the submitted construction documents that the new bus stop shelters will be the typical TOV bus shelter. 2. Prior to commencing any earthwork, the applicant shall provide and implement a tree preservation program for those trees identified to be preserved. 3. Prior to BP submittal, the applicant shall amend the roof material on the shed roofs of the apartment building to be standing seam matching the window trim in color. 4. Prior to BP submittal, the applicant shall, in good faith, reach out to CDOT to inquire about planting on CDOT property. The applicant shall work with staff to amend the landscape plan if permission is granted. 5. The apartment style building roof plan shall be amended by the applicant prior to BP submittal to include solar panels. 6. Prior to BP submittal, the applicant shall provide staff with a detail of the entryway to the apartment style building for staff review and approval. 7. Prior to BP submittal, the applicant shall amend the landscape plan to demonstrate undulations within the rock fall berm and an increase in associated landscaping of approximately 20% for review and approval by staff. Please let me know if this is problematic. Jonathan Spence, AICP Planning Manager Community Development Department July 5, 2022 - Page 185 of 885 2 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com From: Becky Stone <bstone@ozarch.com> Sent: Tuesday, May 17, 2022 4:40 PM To: Jonathan Spence <JSpence@vailgov.com> Cc: Charley Starr <cstarr@ozarch.com>; Tim Ross <tross@ozarch.com>; Kyle Griffith <KGriffith@vailresorts.com> Subject: Lot 1 further OZ response See attached Jonathan in response to your email this morning. Becky REBECCA STONE, AIA, LEED AP BD+C Principal C 303-887-8221 OZ ARCHITECTURE 3003 Larimer Street Denver, CO 80205 P 303.861.5704 D 303.887.8221 www.ozarch.com July 5, 2022 - Page 186 of 885 EAST VAIL, COLORADO | 2022.05.18 LOT 1 EAST VAIL HOUSING RECORD SUBMISSION IN RESPONSE TO: DESIGN REVIEW BOARD (DRB) CHANGE TO APPROVED PLANS July 5, 2022 - Page 187 of 885 EAST VAIL HOUSING | ENTRY RENDERING EAST VAIL HOUSING | VAIL RESORTS | DRB PRESENTATION | 05.18.2022 2 July 5, 2022 - Page 188 of 885 EAST VAIL HOUSING | ELEVATIONS EAST VAIL HOUSING | VAIL RESORTS | DRB PRESENTATION | 05.18.2022 3 NORTH ELEVATION SOUTH ELEVATION July 5, 2022 - Page 189 of 885 EAST VAIL HOUSING | ELEVATIONS EAST VAIL HOUSING | VAIL RESORTS | DRB PRESENTATION | 05.18.2022 4 WEST ELEVATIONEAST ELEVATION July 5, 2022 - Page 190 of 885 EAST VAIL HOUSING | MATERIALS BOARD EAST VAIL HOUSING | VAIL RESORTS | DRB PRESENTATION | 05.18.2022 5 1 2 3 4 5 STANDING SEAM METAL ROOF CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT STUCCO W. EXPANSIONS: LIGHT SAND FINISH SW9104 - WOVEN WICKER 8X8 TIMBER July 5, 2022 - Page 191 of 885 EAST VAIL HOUSING | ROOF PLAN EAST VAIL HOUSING | VAIL RESORTS | DRB PRESENTATION | 05.18.2022 6 STANDING SEAM METAL ROOF PV SOLAR PANELS WINDOW TRIM July 5, 2022 - Page 192 of 885 EAST VAIL HOUSING | SITE PLAN EAST VAIL HOUSING | VAIL RESORTS | DRB PRESENTATION | 05.18.2022 7 July 5, 2022 - Page 193 of 885 EAST VAIL HOUSING | PLANTING PLAN EAST VAIL HOUSING | VAIL RESORTS | DRB PRESENTATION | 05.18.2022 8 INTERS T A T E H I G H W A Y 7 0 FRONT A G E R O A D B.L.M. LOT 2 US FOREST SERVICE BUS STOP TRACT A APARTMENTS BUILDING D BUILDING C BUILDING B BUILDING A BUILDING E BUILDING F BUILDING G BUILDING H BLM LOT 3 INTERSTATE HIGHWAY 70 LEGEND LANDSCAPE BED NATIVE SEED TREE PRESERVATION AREA LIMIT OF WORK COBBLE MULCH SOD PROPERTY LINE CDOT PROPERTY FIRE HYDRANT, RE: CIVIL FIRE HYDRANT, RE: CIVIL NORTH SCALE 0 50 100 200 2 1 4 3 1 2 3 4 20% ADDITIONAL PLANTS ALONG BERM PER DRB CONDITIONS OF APPROVAL. SCREEN ROCKFALL BERM WITH UNDULATING ROW OF ASPENS PER WILDLIFE MITIGATION PLAN. ADDITIONAL SPECIES SCREENING NORTH AND WEST OF ENTRANCE PER WILDLIFE MITIGATION PLAN. SAVE TREES WITHIN SETBACK AREA PER WILDLIFE MITIGATION PLAN. NOTE:GENERAL CONTRACTOR TO PROVIDE AND IMPLEMENT A TREE PRESERVATION PROGRAM FOR TREES IDENTIFIED TO BE PRESERVED PRIOR TO COMMENCING EARTHWORK. PLANTING PLAN TOV TYPICAL BUS SHELTER July 5, 2022 - Page 194 of 885 LEGEND NOTES NEW EV STATIONS A-C PROPOSED NEW TRANSFORMER LOCATION (T) UNDERGROUND CONDUIT TO (6) 'EV READY STALLS' 1. TOTAL PARKING STALLS = 56 2. ADA PARKING STALLS = 3 (5.3%) 3. EV READY STALLS = 6 (10.7%), INCLUDES 2 ACCESSIBLE EAST VAIL HOUSING | PARKING PLAN EAST VAIL HOUSING | VAIL RESORTS | DRB PRESENTATION | 05.18.2022 9 9" EV-READY EV-READY T T 9" 19' 27 7 4 5 10 3 24' July 5, 2022 - Page 195 of 885 EAST VAIL HOUSING | SITE SECTIONS EAST VAIL HOUSING | VAIL RESORTS | DRB PRESENTATION | 05.18.2022 10 8500' - 0" 8400' - 0" 8420' - 0" 8440' - 0" 8460' - 0" 8480' - 0" 8500' - 0" 8400' - 0" 8420' - 0" 8440' - 0" 8460' - 0" 8480' - 0" 1 G-110B Sim______2 G-110B Sim______ ABCD TOPO +080' -0" PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/16/2022 9:56:44 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 DRB SITE SECTIONS G-110B LOT 1 - EAST VAIL HOUSING Approver 8500' - 0" 8400' - 0" 8420' - 0" 8440' - 0" 8460' - 0" 8480' - 0" 8500' - 0" 8400' - 0" 8420' - 0" 8440' - 0" 8460' - 0" 8480' - 0" 1 G-110B Sim ______2 G-110B Sim ______ ABCDTOPO +080' -0" PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/16/2022 9:56:44 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 DRB SITE SECTIONS G-110B LOT 1 - EAST VAIL HOUSING Approver 1 | SITE SECTION A 2 | SITE SECTION B 1 2 ZONE A ZONE B ZONE C BUILDING H BUILDING G BUILDING F BUILDING E BUILDING ABUILDING BBUILDING CBUILDING D BUILDING D BUILDING G BUILDING B ZONE C EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE July 5, 2022 - Page 196 of 885 5/16/2022 Page 1 of 4 3003 LARIMER ST (303) 861-5704 DENVER, CO 80205 OZARCH.COM May 16, 2022 Mr. Jonathan Spence, AICP Planning Manager, Community Development Department Town of Vail 75 South Frontage Road Vail, CO 81657 RE: DRB 19-0652: CHG1 Lot 1 – East Vail Housing, East Vail, CO Dear Jonathan: In response to the Town of Vail comments regarding the Lot 1 – East Vail Housing DRB – Change to Approved Plans submission, please see our answers below. REF #11 Comment – Bldg. Dept., Glen Morgan The DRB description of work references changes to meet building code and ADA. Building department cannot comment on the changes without plans to review. Response: Architectural Floor plans have since been provided as part of the 4/22/22 DRB submission, 4/27/22 DRB submission, and 5/16/22 – DRB Record Set. Please refer to sheets A1.2.0 and A1.2.1 for Overall Floor Plans and A1.2.2-A and A1.2.2-B for Enlarged Residential Unit Floor Plans. Additionally, the full Code Analysis document set has been provided to Glen Morgan with the Town of Vail Building Department. REF #12 Comment – Fire Dept., Ryan Ocepek Plan will need to show fire apparatus turning movements. Contact FD for fire apparatus information. Response: Town of Vail fire apparatus information has been received and incorporated into the newly produced Fire Truck Turning Exhibit C4.3 which will appear in the 5/16/22 – DRB Record Set. REF #13 Comment – Fire Dept., Ryan Ocepek Provide site dimensions for all roadways, fire turn arounds, and any projections into roadway. Response: Site dimensions for all roadways, and projections into the roadway have been added to Sheet A1.0 and fire turn arounds have been added with Sheet C4.3. REF #14 Comment – Fire Dept., Ryan Ocepek Callout all fire hydrants. Provide dimensions between hydrants for FD to review. Response: Fire Hydrant locations and dimensions between hydrants have been provided on the newly produced Fire Truck Turning Exhibit C4.3. July 5, 2022 - Page 197 of 885 5/16/2022 Page 2 of 4 REF #15 Comment – Fire Dept., Ryan Ocepek All landscaping into fire access lanes cannot grow to obstruct fire lanes. This is both width and height. Please reference IFC Codes for sizes on width and height requirements. Response: Landscape material will remain outside of the fire lane access. Fire lane access has been incorporated into the newly produced Fire Truck Turning Exhibit C4.3 which will appear in the 5/16/22 – DRB Record Set. REF #16 Comment – Fire Dept., Ryan Ocepek Plan will need to show fire lane signs and striping on road surface area. All turnaround areas can only be marked as access lanes and nothing else. Response: Fire lane signs and striping on road surface area has been incorporated into the newly produced Fire Truck Turning Exhibit C4.3 which will appear in the 5/16/22 – DRB Record Set. REF #17 Comment – Fire Dept., Ryan Ocepek Landscaping cannot grow and block fire hydrants or FDC locations. Provide proposed locations on landscape plans of fire hydrants and FDC’s for FD to review. Response: Landscaping has been pulled away from Fire Hydrant locations. FDC are only required in buildings four stories or more above grade plane. The apartment building is designed as a 3-story building with basement. REF #18 Comment – Fire Dept., Ryan Ocepek Provide on plan proposed: 1. Fire Department Connections 2. Gas Main or individual gas main locations Response: FDC are only required in buildings four stories or more above grade plane. The apartment building is designed as a 3-story building with basement. REF #19 Comment – Planning Dept., Jonathan Spence Please provide details on how this height was reduced to 59.93. Response: The building heights were calculated by taking the difference between the roof elevation and the most restrictive grade at 20 different points around the building. The maximum building height was lowered to 59.93 by adjusting the roof form at the West end of the building to be a Dutch hip roof. We were then able to lower the building height further to a final maximum building height of 59.18 by lowering entire building 9 inches. The methodology of these calculations is the same as documented in the PEC and DRB submissions and the Dutch hip roof form is a style commonly seen in the Vail Valley. Lowering the finished floor elevation is necessary to meet grading requirements. Please refer to Sheet A1.4 – Site Plan Hardscape Height Calcs for documentation of these changes. July 5, 2022 - Page 198 of 885 5/16/2022 Page 3 of 4 REF #20 Comment – Planning Dept., Jonathan Spence Change to approved plans applicants should be submitted on the same sheets as the original approval. This is done in order to maintain a record set as the software versions all submittals. The TOV cannot bring a PP presentation to the DRB. Please provide amended plan sheets for review and approval. This project may be presented before the DRB next week but no decision can be made on the proposed changes until plan sheets are provided and all related comments have been addressed. Response: Submission sheets have been reformatted, named, and numbered to match the original approval. The 5/16/22 – DRB Record Set will include all changes to these sheets as well as the sheets that have not changed since the original approval. REF #4 Comment – Public Works, Tom Kassmel Where is the snow storage for the townhomes area? Response: Snow Storage for the townhomes has been added to Sheet A1.2 – Site Plan Hardscape Snow Stack. REF #5 Comment – Public Works, Tom Kassmel Seems to be a lot of snow storage for this section of path. It will be quite difficult to push snow from parking area through pergola to this eastern area. Response: Snow storage has been reduced behind the pergola. Refer to Sheet A1.2 – Site Plan Hardscape Snow Stack. REF #6 Comment – Public Works, Tom Kassmel All snow storage is required to be on private property. Response: Snow Storage has been removed from the CDOT Property. Refer to Sheet A1.2 – Site Plan Hardscape Snow Stack. REF #7 Comment – Public Works, Tom Kassmel Proposed grading/site plan does not show; Driveway grades (%) Top and Bottom of retaining walls 2’ minimum dimension between wall and property line 4’ minimum dimension between tiered walls Parking space dimensions Response: Driveway grades, top and bottom elevations of retaining walls, minimum dimensions of site walls, and parking space dimensions are shown on the enlarged Civil plans. Refer to Civil Sheets at the back of the DRB – Record Set. Sheets C3.0, C3.1, C3.2, and C4.1. July 5, 2022 - Page 199 of 885 5/16/2022 Page 4 of 4 REF #8 Comment – Public Works, Tom Kassmel Provide updated dimensions; Drive aisles Parking Fire truck staging and turning Sidewalk and path dimensions Response: Drive aisle dimensions, parking, fire truck staging and turning, sidewalk and path dimensions have been incorporated into the newly produced Fire Truck Turning Exhibit C4.3 which will appear in the 5/16/22 – DRB Record Set. REF #9 Comment – Public Works, Tom Kassmel Changes to storm sewer and utilities required updated drainage report, utility approvals, and additional updated drainage and utility plans. Response: Not required. Confirmed with follow up conversation between the Civil Engineer and Tom Kassmel. REF #10 Comment – Public Works, Tom Kassmel The changes in grading, site layout, utilities require additional design detail to a similar level that was approved previously. Provide additional necessary design, updated drainage report, and utility approvals. Response: Utility approvals are consistent with prior application. Based upon our conversations with ERWSD they had not seen the previous design. The OZ Design Team has reviewed the design changes and are coordinating with them. Sheet C4.2. Additional Public Comment received 5/16/2022. As Vail Resorts marches through the final approval process on the East Vail site, I wonder if you have been presented with a detailed drawing of how the housing and the berm above integrate into the hillside? Response: Additional berm locations, heights, and associated landscape information including planting and revegetation has been provided per the Conditions of Approval. A1.0, A1.1, A1.2, C3.0, C3.1, C3.2 and C4.1. Sincerely, Rebecca Stone, AIA, LEED BD+C Principal OZ Architecture 3003 Larimer St. Denver, CO 80205 303-887-8221 bstone@ozarch.com Attachments: 5/16/2022 – Design Review Board Record Set July 5, 2022 - Page 200 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver OWNER Vail Resorts 390 Interlocken Crescent Broomfield, CO 80021 PHONE: 303.404.1800 STRUCTURAL IMEG Corp. 1400 Glenarm Pl. Suite 101 Denver, CO 80202 PHONE: 303.623.4927 MECH/PLUMBING BG BuildingWorks 1626 Cole Blvd. Suite 300 Lakewood, CO 80401 PHONE: 303.278.3820 SPECIFICATIONS Prospec 934 Tenderfoot Dr. Larksburg, CO 80218 PHONE: 303.549.4933 ARCHITECT/INTERIORS OZ ARCHITECTURE 3003 Larimer St. DENVER, CO, 80205 PHONE: 303.861.5704 CIVIL Civil Insights 235 South Ridge Street, Unit 2-A PO Box 7644 Breckenridge, CO 80424 PHONE: 970.376.4858 LANDSCAPE Norris Design 409 E. Main St. Ste. 207 Frisco, CO 80443 PHONE: 970.368.7068 CODE/LIFE SAFETY Shums Coda Associates 4610 Ulster St. Ste. 150 Denver, CO 80237 PHONE: 303.257.3572 STRUCTURAL GRID WINDOW INDENTIFICATION DOOR IDENTIFICATION GLAZING IDENTIFICATION FLAG NOTE IDENTIFICATION ROOM/SPACE IDENTIFICATION ROOM/FINISH IDENTIFICATION RCP/FINISH IDENTIFICATIONCODE ROOM/SPACE IDENTIFICATION ELEVATION REFERENCE INTERIOR ELEV. IDENTIFICATION EXTERIOR ELEV. IDENTIFICATION MATERIAL PATTERNSBUILDING SECTION IDENTIFICATION WALL/DETAIL SECTION IDENTIFICATION DETAIL IDENTIFICATION ENLARGED DETAIL IDENTIFICATION PARTITION TYPE IDENTIFICATION ACOUSTIC PARTITION TYPE IDENTIFICATION ASSEMBLY IDENTIFICATION 2 C COLUMN NUMBER COLUMN GRID REFERENCE LINE COLUMN LETTER WINDOW TYPE A G2 GLAZING TYPE 14 DOOR NUMBER ROOM NAME ROOM NUMBER ROOM AREA* ROOM 103 2828 SF ROOM NAME ROOM NUMBER ROOM 103 P-1 RB-1 CPT-1 WALL FIN. BASE TYPE FLOOR FIN. TYPE ROOM NAMEROOM 103 ROOM # OLF OCCUPANCY TYPE EXITS REQ'D ROOM AREA OCCUPANTS 788 SF 200 41R-2 ROOM NAME ROOM NUMBER ROOM 103 P-1 CEILING FIN. A-XXX 2 DRAWING NUMBER SHEET NUMBER ELEVATION DATUM POINT LOCATION 102' - 6"2 A-XXX DRAWING NUMBER SHEET NUMBER 4 A-XXX DRAWING NUMBER SHEET NUMBER 2 A-XXX DRAWING NUMBER SHEET NUMBER 3 A-XXX DRAWING NUMBER SHEET NUMBER 2 A-XXX DRAWING NUMBER SHEET NUMBER 23A PARTITION TYPE RE: PARTITION TYPE SHEET HEAD OF WALL TYPE RE: PARTITION TYPE SHEET 23A PARTITION TYPE RE: PARTITION TYPE SHEET HEAD OF WALL TYPE RE: PARTITION TYPE SHEET EW1 EXTERIOR WALL ASSEMBLY TYPE F1 FLOOR ASSEMBLY TYPE C2 CEILING ASSEMBLY TYPE R3 ROOF ASSEMBLY TYPE * ROOM AREAS: VERIFY BASIS OF MEASUREMENT USED BY ARCHITECT. MAY BE CALCULATED TO CENTERLINE OF SURROUDNING PARTITIONS OR TO INSIDE FINISH SURFACES CONCRETE UNDISTURBED OR COMPACTED EARTH POROUS FILL (GRAVEL) STEEL ALUMINUM MASONRY - BRICK MASONRY - CONCRETE BLOCK INSULATION - RIGID INSULATION - BATT GYPSUM - PLASTER PLYWOOD FINISH WOOD ROUGH WOOD ACOUSTIC TILE .9.15 NOTE NUMBER FINISH IDENTIFICATION P FINISH TYPE ACCESSORY IDENTIFICATION ACCESORY TYPE1i PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/16/2022 9:18:09 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt12" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 Unnamed IR-203 LOT 1 - EAST VAIL HOUSING Approver 1 THE TERM “GC” SHALL MEAN THE GENERAL CONTRACTOR AND ITS SUB-CONTRACTORS. 2 THE GC SHALL THOROUGHLY FAMILIARIZE ITSELF WITH THE CONTRACT DOCUMENTS AND THE SITE. SHOULD THE GC FIND DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, SHOULD THE GC BE IN DOUBT AS TO THEIR INTENT OR MEANING, OR HAS QUESTIONS CONCERNING CONSTRUCTABILITY OR CODE COMPLIANCE, THE GC SHALL SEEK CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. SHOULD A CONFLICT OCCUR BETWEEN THE DRAWINGS AND SPECIFICATIONS THAT IMPLYING GREATER QUANTITY OR QUALITY SHALL PREVAIL. 3 THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE A COMPLETE PROJECT. EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. UNLESS EXPRESSLY STATED, SYSTEMS AND EQUIPMENT SHALL BE COMPLETELY OPERATIONAL. PROVIDE INCIDENTAL, ACCESSORY, AND ANY OTHER ITEMS NOT SPECIFIED, BUT REQUIRED, FOR A COMPLETE AND FINISHED ASSEMBLY. 4 THE ENTIRE SET OF CONTRACT DOCUMENTS REPRESENT THE PROJECT AS A WHOLE. THE GC IS RESPONSIBLE FOR PROVIDING SUFFICIENT INFORMATION TO ITS SUB-CONTRACTORS TO DETERMINE AND PERFORM THEIR SCOPE OF WORK. 5 ANY ELECTRONIC CAD AND/OR BUILDING INFORMATION MODELING (BIM) FILES PROVIDED BY THE ARCHITECT OR ITS CONSULTANTS IS SOLELY TO ASSIST THE GC IN PREPARATION OF SHOP DRAWINGS AND/OR LAYOUT OF THE PROJECT. CAD AND BIM FILES ARE NOT A PART OF THE CONTRACT DOCUMENTS AND ANY INFORMATION CONTAINED THEREIN DOES NOT SUPERSEDE ANY INFORMATION ON THE CONTRACT DOCUMENTS. 6 THE GC IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, COORDINATION OF TRADES, AND SCHEDULING OF THE WORK. 7 THE GC SHALL NOT REVISE, SUBSTITUTE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 8 NOT EVERY CONDITION MAY BE DRAWN OR DETAILED. CONDITIONS SIMILAR TO DETAILED CONDITIONS SHALL BE CONSTRUCTED TO THE SAME SIZE AND CHARACTER AS THOSE FOR SIMILAR CONDITIONS. 9 THE GC SHALL FOLLOW THE RECOMMENDATIONS OF THE OWNER’S GEOTECHNICAL CONSULTANT. SHOULD THE GC FIND DISCREPANCIES WITH THE CONTRACT DOCUMENTS, THE GC SHALL SEEK CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 10 DO NOT SCALE DRAWINGS. 11 PROVIDE NECESSARY BLOCKING IN WALLS, PARTITIONS, AND CEILINGS FOR ITEMS INCLUDING, BUT NOT LIMITED TO: CEILING AND PARTITION-MOUNTED FIXTURES, GRAB BARS, HANDRAILS, TOILET ACCESSORIES, CABINETRY, PANELING, COUNTERTOPS, SHELVES, CLOSET RODS, WHITE BOARDS, AND DECORATIVE ELEMENTS. 12 THE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF OZ ARCHITECTURE, INC. AND ITS CONSULTANTS AND ARE TO BE USED AS INSTRUMENTS OF SERVICE FOR CONSTRUCTION OF THIS PROJECT ONLY. USE OF THESE DOCUMENTS BY THE GC FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF OZ ARCHITECTURE IS PROHIBITED. 13 REFER TO THE SURVEY BY AUTHOR AND DATE; REFER TO SHEET GXXX WHICH MAKES THE SURVEY PART OF THE CONSTRUCTION DOCUMENTS BY REFERENCE. 14 REFER TO THE SOILS REPORT BY AUTHOR AND DATE; REFER TO APPENDIX X OF THE PROJECT MANUAL WHICH INCORPORATES SAID SOILS REPORT INTO THE CONSTRUCTION DOCUMENTS BY REFERENCE. 15 REFER TO ANY OTHER REPORTS THAT ARE INCLUDED IN THE PROJECT MANUAL FOR REFERENCE. ENVIRONMENTAL REPORTS, WATERPROOFING, CODE/LIFE SAFETY/ADA, ETC. 16 REFER TO ZONING SUMMARY ON THE SHEET FOR CASE NUMBERS FOR PEC AND DRB APPLICATIONS WHAT WERE PREVIOUSLY APPROVED ON THE PROJECT. PTDR PAPER TOWEL DISPENSER AND RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE PV PHOTOVOLTAIC PVC POLYVINYL CHLORIDE QT QUARRY TILE QTR QUARTER QTY QUANTITY R RISER or RADIUS RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN or ROAD RE or REF REFER TO or REFERENCE REC RECESS(ED) RECPT RECEPTACLE REF REFRIGERATOR REINF REINFORCED REM REMOVE REQD REQUIRED RESIL RESILIENT REV REVISE, REVISED or REVISION(S) RF RESILIENT FLOORING RFG ROOFING RH RIGHT HAND RL ROOF LEADER RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RPM REVOLUTIONS PER MINUTE RST REINFORCING STEEL RTF RUBBER TILE FLOOR RTU ROOF TOP UNIT RVS REVERSE (SIDE) RWC RAIN WATER CONDUCTOR S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHED SCHEDULE SD SOAP DISPENSER/SMOKE DETECTOR/STORM DRAIN SECT SECTION SF SQUARE FEET SHT SHEET SHTHG SHEATHING SHWR SHOWER SIM SIMILAR SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC(S) SPECIFICATION(S) SPKLR SPRINKLER SPKR SPEAKER SPRT SUPPORT SQ SQUARE SST STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURE or STRUCTURAL SUSP SUSPEND(ED) SYM SYMBOL SYMM SYMMETRICAL SYS SYSTEM T TREAD T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T.O. TOP OF TB TOWEL BAR TEL TELEPHONE TEMP TEMPORARY or TEMPERATURE TG TRANSFER GRILL THERM THERMAL THK THICK THRES THRESHOLD TMPD TEMPERED TOC TOP OF CONCRETE/CURB TOS TOP OF STEEL/SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TS TUBE STEEL TSTAT THERMOSTAT TV TELEVISION TYP TYPICAL UL UNDERWRITER'S LABORATORY UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL V VOLT VCT VINYL COMPOSITION TILE VENT VENTILATION VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VOL VOLUME VRFY VERIFY VTR VENT THROUGH ROOF VWC VINYL WALL COVERING W WEST or WIDE W.O. WHERE OCCURS W/ WITH W/O WITHOUT W/R WATER RESISTANT WC WALL COVERING or WATER CLOSET WD WOOD WDW WINDOW WF WIDE FLANGE WP WATERPROOF WPM WATERPROOF MEMBRANE WRB WEATHER RESISTANT BARRIER WSCT WAINSCOT WT WEIGHT WWR WELDED WIRE REINFORCEMENT XFMR TRANSFORMER YD YARD FIXT FIXTURE FLASH FLASHING FLG FLOORING FLR FLOOR FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FOW FACE OF WALL FR FIRE RESISTIVE or FIRE RATED FRG FURRING FRP FIBERGLASS REINFORCED PANEL(ING) FRT FIRE RETARDANT TREATED FT FOOT (FEET) FTG FOOTING FURN FURNISH(ED) or FURNITURE FUT FUTURE FVC FIRE VALVE CABINET G GROUND GA GAGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GCMU GLAZED CONCRETE MASONRY UNIT(S) GEN GENERATOR GFRC GLASS-FIBER REINFORCED CONCRETE GI GALVANIZED IRON GL GLASS or GLAZING GLU LAM GLUE-LAMINATED GR GRADE GT GROUT or GLASS TILE GYP GYPSUM GYP BD GYPSUM BOARD HAS HEADED ANCHOR STUD HB HOSE BIBB HC HOLLOW CORE or HANDICAPPED HDAS HEADED DEFORMED ANCHOR STUD HDR HEADER HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HSKG HOUSEKEEPING HT HEIGHT HVAC HEATING, VENTILATION and AIR CONDITIONING HW HOT WATER HWY HIGHWAY IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER or INTERIOR DESIGN(ER) IN INCH(ES) INCAND INCANDESCENT INCL INCLUD(ED) INFO INFORMATION INSUL INSULATION/INSULATED INT INTERIOR INV INVERT JAN JANITOR JST JOIST JT JOINT KD KNOCKDOWN KIT KITCHEN KO KNOCKOUT KPL KICK PLATE LAB LABORATORY LAM LAMINATE LAV LAVATORY LDR LEADER LH LEFT HAND LIQ LIQUID LKR LOCKER LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LP LIGHTING POLE or LIGHT PROOF LR LIVING ROOM LS LANDSCAPE LT LIGHT LV LOW VOLTAGE LVR LOUVER MACH MACHINE MAG MAGNETIC MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MOISTURE BARRIER MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEP MECHANICAL, ELECTRICAL and PLUMBING MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MM MILLIMETERS MO MASONRY OPENING MTD MOUNT(ED) MTL METAL MULL MULLION MW MICROWAVE (N) NEW N NORTH NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OA OVERALL or OUTSIDE AIR OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE or OWNER-FURNISHED OFD OVERFLOW DRAIN OFF OFFICE OH OVERHEAD or OPPOSITE HAND OI OWNER-INSTALLED OPNG OPENING OPP OPPOSITE OZ OUNCE PAR PARALLEL PC PRECAST PERF PERFORATED PERIM PERIMETER PL PROPERTY LINE or PLATE PLAM PLASTIC LAMINATE PLAS PLASTIC PLBG PLUMBING PLYWD PLYWOOD PNL PANEL POL POLISHED PR PAIR or PROPOSAL REQUEST PREFAB PREFABRICATED PREFIN PREFINISHED PRIM PRIMARY PRKG PARKING PROJ PROJECT PS PRESTRESSED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST-TENSION(ED) or PORCELAIN TILE or PAINT or PRESSURE-TREATED PTD PAPER TOWEL DISPENSER # POUND(S) or NUMBER & AND < ANGLE @ AT A&MB AIR AND MOISTURE BARRIER A&WB AIR AND WEATHER BARRIER A/V AUDIO/VISUAL AB ANCHOR BOLT/AIR BARRIER ACS DR ACCESS DOOR ACST ACOUSTICAL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADD ADDENDUM ADJ ADJACENT or ADJUSTABLE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISH GRADE AGGR AGGREGATE AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECT/ARCHITECTU RAL ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS ASPH ASPHALT ASSY ASSEMBLY AUTO AUTOMATIC AVE AVENUE AVG AVERAGE AWP ACOUSTICAL WALL PANEL B.O. BY OWNER B.O.F. BY OWNER, FUTURE BALC BALCONY BD BOARD BITUM BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM or BENCH MARK BN BULLNOSE BOT BOTTOM BR BEDROOM BRG BEARING BSMT BASEMENT BTWN BETWEEN CAB CABINET CCD CONSTRUCTION CHANGE DIRECTIVE CCTV CLOSED CIRCUIT TELEVISION CDOT COLORADO DEPARTMENT OF TRANSPORTATION CEM CEMENT/CEMENTITIOUS CF CONTRACTOR FURNISHED CFLG COUNTERFLASHING CG CORNER GUARD CIP CAST IN PLACE CJ CONTROL JOINT CK CORK TILE CL CENTERLINE CLG CEILING CLL COLUMN LINE CLO CLOSET CLR CLEAR cm CENTIMETERS CMU CONCRETE MASONRY UNIT CO CHANGE ORDER or CLEANOUT COL COLUMN COMM COMMUNICATION CONC CONCRETE CONF CONFERENCE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR or CORRUGATED CPT CARPET CT CERAMIC TILE CTR COUNTER CTV CABLE TELEVISION CU CUBIC CUH CABINET UNIT HEATER CY CUBIC YARD DBL DOUBLE DEG DEGREE DEMO DEMOLISH or DEMOLITION DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DH DOUBLE-HUNG DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DIV DIVISION DMPF DAMPROOFING DN DOWN DR DOOR or DINING ROOM DS DOWNSPOUT DSPL DISPOSAL DW DISHWASHER DWG DRAWING DWR DRAWER E EAST EA EACH EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENGR ENGINEER EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE ESMT EASMENT EST ESTIMATE EW EACH WAY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXCL EXCLUDE(D)/EXCLUDING EXH EXHAUST EXH DT EXHAUST DUCT EXH FN EXHAUST FAN EXP EXPOSED EXP BT EXPANSION BOLT EXST EXISTING EXT EXTERIOR F FARENHEIT FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FBO FURNISHED BY OWNER FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDTN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF EL FINISH FLOOR ELEVATION FH FIRE HYDRANT FHC FIRE HOSE CABINET FHMS FLAT HEAD MACHINE SCREW FHV FIRE HOSE VALVE FHWS FLAT HEAD WOOD SCREW FIN FINISH(ED) FIN FLR FINISHED FLOOR TOWN OF VAIL ZONING DISTRICT DESIGNATION: HOUSING (H) PARCEL NO. 210102403001 RELATED TOV CASE NUMBERS AND ACTIONS: PLANNING & ENVIRONMENTAL COMMISSION (PEC) CASE NO: PEC19-0018 APPROVED 08/26/2019 DESIGN REVIEW BOARD (DRB) CASE NO.: DRB19-0652 (BOOTH HEIGHTS) APPROVED 03/04/2020 PROPOSED SITE AREA (EXCLUDES SEQUENCE C) T.O.V. GROSS RESIDENTIAL FLOOR AREA (GRFA) PROPOSED = 31,052.63 SF IBC GROSS FLOOR AREA (GFA) PROPOSED = 43,311 SF IBC NET FLOOR AREA (NFA) PROPOSED = 31,052.63 SF MAXIMUM BUILDING HEIGHT PROPOSED = 58'-2" DENSITY PROPOSED = 6.66 SETBACKS REQUIRED = 20'-0" AT ALL SIDES EMPLOYEE HOUSING UNITS (EHUs) PROPOSED: 30 EHUs ZONING SUMMARY: =6-B = B = 142 #/SF = 100 #/SF = 80 #/SF = 115 MPH =48" CLIMATE ZONE: EAGLE COUNTY COLORADO SIESMIC CATEGORY GROUND SNOW LOAD ROOF SNOW LOAD (<4:12) ROOF SNOW LOAD (4:12+) WIND SPEED FROST LINE CODE SUMMARY: PROJECT NAME: LOT 1 EAST VAIL WORKFORCE HOUSING PROJECT OWNER: VAIL RESORTS, INC., 390 INTERLOCKEN CRESCENT, SUITE 100, BROOMFIELD, CO 80021 PROJECT ADDRESS: 3700 N. FRONTAGE RD. WEST, VAIL, CO AUTHORITIES HAVING JURISDICTION: TOWN OF VAIL COMMUNITY DEVELOPMENT TOWN OF VAIL BUILDING DEPARTMENT VAIL FIRE & EMERGENCY SERVICES COLORADO DEPARTMENT OF TRANSPORTATION APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL FIRE CODE (IFC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL PLUMBING CODE (IPC) 2018 INTERNATIONAL FUEL AND GAS CODE (IFGC) 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2009 ICC/ANSI A117.1 (ANSI) 2017 NATIONAL ELECTRICAL CODE (NEC) LOCAL AMENDMENTS: (TOWN OF VAIL BLDG CODE, ADOPTED JAN. 2019) DESIGN CRITERIA: SHEET TITLE: COVER SHEET NUMBER: A0.0 ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET SHEET INDEX A0.0 COVERA1.0 SITE PLANA1.1 SITE PLAN SITE COVERAGEA1.2 SITE PLAN HARDSCAPE SNOW STACKA1.3 SITE PLAN HARDSCAPE LANDSCAPE CALCSA1.4 SITE PLAN HARDSCAPE HEIGHT CALCSAA1.S SITE SECTIONSA1.2.0 DEED RESTRICTED APARTMENT BUILDING FLOOR PLANSA1.2.1 DEED RESTRICTED APARTMENT BUILDING FLOOR PLANSA1.2.2-A DEED RESTRICTED APARTMENT BUILDING UNIT PLANSA1.2.2-B DEED RESTRICTED APARTMENT BUILDING UNIT PLANSA1.2.3 DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS GRFAA1.2.4 DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS GRFAA1.2.5 DEED RESTRICTED APARTMENT BUILDING GRFA CALCSA1:3.0 DEED RESTRICTED APARTMENT BUILDING ROOF PLANA1:4.0 DEED RESTRICTED APARTMENT BUILDING ELEVATIONSA1:4.1 DEED RESTRICTED APARTMENT BUILDING ELEVATIONSA1:4.2 DEED RESTRICTED APARTMENT BUILDING ELEVATIONSAA2.0 MARKET RATE TH A B C BUILDING PLANSAA2.1 MARKET RATE TH A B C GRFAAA3.0 MARKET RATE TH A B C ROOF PLANS AA4.0 MARKET RATE TH A ELEVATIONSAB4.0 MARKET RATE TH B ELEVATIONSAC4.0 MARKET RATE TH C ELEVATIONSAD2.0 DEED RESTRICTED TH D BUILDING PLANSAD2.1 DEED RESTRICTED TH D BUILDING PLANSAD3.0 DEED RESTRICTED TH D GRFA PLANSAD3.1 DEED RESTRICTED TH D ELEVATIONSAE2.0 DEED RESTRICTED TH EFG BUILDING PLANSAE2.1 DEED RESTRICTED TH EFG GRFA PLANSAE3.0 DEED RESTRICTED TH EFG ROOF PLANAE4.0 DEED RESTRICTED TH E BUILDING ELEVATIONSAF4.0 DEED RESTRICTED TH F BUILDING ELEVATIONSAG4.0 DEED RESTRICTED TH G BUILDING ELEVATIONSAH2.0 DEED RESTRICTED TH H BUILDING PLANSAH2.1 DEED RESTRICTED TH H GRFA PLANSAH3.0 DEED RESTRICTED TH H BUILDING PLANSAH4.0 DEED RESTRICTED TH H BUILDING ELEVATIONSC3.0 ENLARGED GRADING & DRAINAGE PLANC3.1 ENLARGED GRADING & DRAINAGE PLANC3.2 ENLARGED GRADING & DRAINAGE PLANC4.1 OVERALL GRADING PLANC4.2 UTILITY PLANC4.3 FIRE TRUCK TURNING EXHIBIT N OZ OZ OZ 2022/05/16 VICINITY MAP NTS SITE LOT 1 EAST VAIL HOUSING RECORD SUBMISSION IN RESPONSE TO: DESIGN REVIEW BOARD (DRB) CONDITIONS OF APPROVAL DATED 2020.03.04 PLANNING & ENVIRONMENTAL COMMISSION (PEC) CONDITIONS OF APPROVAL DATED 2019.08.26 WILDLIFE MITIGATION PLAN DATED 2019.08.16 July 5, 2022 - Page 201 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN SHEET NUMBER: A1.0 ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 202 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver APARTMENT BUILDING 12,100 SF FOOTPRINT BUILDING D 3,200 SF FOOTPRINT SITE = 235,087 (5.396 AC) BUILDING FOOTPRINTS = 39,840 SF SITE COVERAGE = 16.9% PARKING = 152 SPACES BUILDING C 3,820 SF FOOTPRINT BUILDING B 3,820 SF FOOTPRINT BUILDING A 3,820 SF FOOTPRINT BUILDING E 3,470 SF FOOTPRINT BUILDING F 3,470 SF FOOTPRINT BUILDING G 3,470 SF FOOTPRINT BUILDING H 2,670 SF FOOTPRINT SHEET TITLE: SITE PLAN SITE COVERAGE SHEET NUMBER: A1.1 ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 203 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver INTERS T A T E H I G H W A Y 7 0 FRONT A G E R O A D B.L.M. LOT 2 US FOREST SERVICE BUS STOP TRACT A APARTMENTS BUILDING D BUILDING C BUILDING B BUILDING A BUILDING E BUILDING F BUILDING G BUILDING H BLM LOT 3 INTERSTATE HIGHWAY 70 SNOW STORAGE TOTAL HARDSCAPE 59,831 SF 30% SNOW STORAGE REQUIRED 17,949 SF SNOW STORAGE PROVIDED 18,083 SF PROPERTY LINE CDOT PROPERTY FIRE HYDRANT, RE: CIVIL FIRE HYDRANT, RE: CIVIL NORTH SCALE 0 50 100 200 SHEET TITLE: SITE PLAN HARDSCAPE SNOW STACK SHEET NUMBER: A1.2 ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 204 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 INTERS T A T E H I G H W A Y 7 0 FRONT A G E R O A D B.L.M. LOT 2 US FOREST SERVICE BUS STOP TRACT A APARTMENTS BUILDING D BUILDING C BUILDING B BUILDING A BUILDING E BUILDING F BUILDING G BUILDING H BLM LOT 3 INTERSTATE HIGHWAY 70 LANDSCAPE AREA TOTAL AREA 235,082 SF LANDSCAPE AREA 118,256 SF 30% MIN. = AS DESIGNED 50.3% SHEET TITLE: SITE PLAN HARDSCAPE LANDSCAPE CALCS SHEET NUMBER: A1.3 NORTH SCALE 0 50 100 200 July 5, 2022 - Page 205 of 885 SHEET TITLE: SITE PLAN HARDSCAPE HEIGHT CALCS SHEET NUMBER: A1.4 2022/05/18 BUILDING ABUILDING BBUILDING C BUILDING D BUILDING E BUILDING FBUILDING GBUILDING H ZONE A ZONE B ZONE C DUMPSTERS DRIVEWAY PARKING 24 4 7 9 7 8 DRIVEWAY MONUMENT SIGN FIRE HYDRANTLIGHT BOLLARD -14 LOCATIONSLIGHT POLE -5 LOCATIONSTRASH ENCLOSUREBIKE RACK -4 LOCATIONSSITE SIGNAGESIGNBUS STOP NOT IN CONTRACT (NIC) SITE PLAN LEGENDPOINT OF ENTRY POINT OF EMERGENCY EGRESS ACCESSIBLE PARKING OR ACCESSIBLE ENTRY POINT ACCESSIBLE ROUTE SITE WALL, RE: CIVIL & LANDSCAPE SNOW STORAGE LIMIT OF SCOPE OF WORK ACCESSIBLE UNIT WETLANDSRETAINING WALL -TYPE 1PARKING STALL NO. (SEQUENCE 2 ONLY) PROPERTY LINE SETBACK LINE CENTERLINE 2' CONTOURS (EXISTING) NEW CONTOURS (PROPOSED) ## PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 9:30:18 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 40'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 SITE PLAN A-100 LOT 1 - EAST VAIL HOUSING Approver 1" = 40'-0"1 SITE PLAN 0'20'40'80'160'PROJECT NORTH TRUE NORTH 9 .0 0 ° BUILDI N G A BUILDI N G B BUILDI N G C BUILDI N G D BUILDI N G E BUILDI N G F BUILDI N G G BUILDI N G H ZONE A ZONE B ZONE C DUMP S T E R S DRIVE W A Y PARKI N G 24 4 7 9 7 8 DRIVE W A Y MONU M E N T SIGN FIRE H Y D R A N T LIGHT B O L L A R D -14 LO C A T I O N S LIGHT P O L E -5 LOC A T I O N S TRAS H E N C L O S U R E BIKE RACK -4 LOCATI O N S SITE S I G N A G E S I G N BUS S T O P NOT I N C O N T R A C T ( N I C ) SITE PLAN LEGEND POINT O F E N T R Y POINT O F E M E R G E N C Y E G R E S S ACCE S S I B L E P A R K I N G O R ACCE S S I B L E E N T R Y P O I N T ACCE S S I B L E R O U T E SITE W A L L , R E : C I V I L & LAN D S C A P E SNOW S T O R A G E LIMIT O F S C O P E O F W O R K ACCE S S I B L E U N I T WETLANDSRETAINING WALL -TYPE 1PARKING STALL NO. (SEQUENCE 2 ONLY) PROP E R T Y L I N E SETBA C K L I N E CENTE R L I N E 2' CON T O U R S ( E X I S T I N G ) NEW C O N T O U R S ( P R O P O S E D ) ## PROJ. N O . DRAWN: CHECKE D : DATE: © OZ A R C H I T E C T U R E SCALE: SHEET N U M B E R SHEET T I T L E : ISSUED F O R : APPROV E D : 3003 Lari m e r S t r e e t Denver , C o l o r a d o 8 0 2 0 5 phone 3 0 3 . 8 6 1 . 5 7 0 4 www.o z a r c h . c o m ARCHITECTURE ®5/13/2022 9:30:18 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 40' - 0 "LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161 . 0 0 OZ OZ 2022/0 3 / 2 5 SITE P L A N A-100 LOT 1 - E A S T V A I L HOUSI N G Approv e r 1" = 40' - 0 " 1SITE P L A N 0'20' 40' 80' 160' PROJEC T NORTH TRUE NORTH 9.00° 1.1 2.3 3.3 1.7 D10 D9 D8 D6 D4 D1 D2 D3 C7 C3 C2 B7 A7 B6 A6 B5 A5 B4 A4 B1 A1 E1 F1 G1 E2 F2 G2 E3 F3 G3 E5 F5 G5 E7 F7 G7 E10 F10 G10 E9 F9 G9 E8 F8 G8H1 H2 H3H5 H8 H7 H6 H4 E6 F6 G6 E4 F4 G4 B2 A2 B3 A3 C1 C4C5C6 D5 D7 1.8 2.61.2 3.2 1.6 2.5 3.51.3 2.1 3.1 1.5 2.2 3.4 1.4 2.4 BUILDING ABUILDING BBUILDING C BUILDING D BUILDING E BUILDING FBUILDING GBUILDING H ZONE A ZONE B ZONE C DUMPSTERS DRIVEWAY PARKING 24 4 7 9 7 8 DRIVEWAY MONUMENT SIGN FIRE HYDRANTLIGHT BOLLARD -14 LOCATIONSLIGHT POLE -5 LOCATIONSTRASH ENCLOSUREBIKE RACK -4 LOCATIONSSITE SIGNAGESIGNBUS STOP NOT IN CONTRACT (NIC) SITE PLAN LEGENDPOINT OF ENTRY POINT OF EMERGENCY EGRESS ACCESSIBLE PARKING OR ACCESSIBLE ENTRY POINT ACCESSIBLE ROUTE SITE WALL, RE: CIVIL & LANDSCAPE SNOW STORAGE LIMIT OF SCOPE OF WORK ACCESSIBLE UNIT WETLANDSRETAINING WALL -TYPE 1PARKING STALL NO. (SEQUENCE 2 ONLY) PROPERTY LINE SETBACK LINE CENTERLINE 2' CONTOURS (EXISTING) NEW CONTOURS (PROPOSED) ## PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 9:30:18 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 40'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 SITE PLAN A-100 LOT 1 - EAST VAIL HOUSING Approver 1" = 40'-0"1SITE PLAN 0'20'40'80'160'PROJECT NORTH TRUE NORTH 9 .0 0 ° SITE PLAN - HARDSCAPE HEIGHT CALCS A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RID G E 161'-0" T.O. RID G E 150'-6" T.O. RIDGE 113'-6" T.O. RI D G E 114'-6" T.O. RI D G E 125'-0 " T.O. RI DGE 113'- 6 " T.O. R I D G E 114'- 6 " T.O. R I D G E 125'- 0 " T.O. R I D G E 113'-6" T.O. RID G E 114'-6" T.O. RI D G E 125'-0" T.O. RI D G E 113'-6" T.O. RI D G E 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 122'- 0 " T.O. R IDGE 137'-0" T.O. RIDGE 125'- 0 " T.O. RID GE 146'-0" T.O. RID G E 141'-0" T.O. RIDGE 139'-0" T.O. S L O P E 146'-0" T.O. RIDGE 141'-0" T.O. RI DGE 139'-0" T.O. S L O P E 146'-0" T.O. RI D G E 141'-0" T.O. RIDGE 139'-0" T.O. S L O PE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN HARDSCAPE HEIGHT CALCS SHEET NUMBER: A1.4 Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Point Height Finish Floor Roof Elevation Height from most Restrictive Most Restrictive Grade Zone A POINT 1.1 8390 8397.38 43.96 8394.33 8438.29 48.29 8390 POINT 1.2 8385 8395.08 49.63 8394.33 8443.96 58.96 8385 POINT 1.3 8383 8393.3 43.96 8394.33 8438.29 55.29 8383 POINT 1.4 8386 8399.17 50.85 8394.33 8445.18 59.18 8386 POINT 1.5 8390 8410.18 43.96 8394.33 8438.29 48.29 8390 POINT 1.6 8396 8403.79 49.63 8394.33 8443.96 47.96 8396 POINT 1.7 8400 8412.29 43.96 8395.08 8439.04 39.04 8400 POINT 1.8 8403 8405 50.85 8394.33 8445.18 42.18 8403 Zone B POINT 2.1 8393 8399.09 49.9 8397.33 8447.23 54.23 8393 POINT 2.2 8398 8406.91 49.9 8397.33 8447.23 49.23 8398 POINT 2.3 8397 8402.87 47.6 8397.33 8444.93 47.93 8397 POINT 2.4 8403 8405 61.18 8397.33 8458.51 55.51 8403 POINT 2.5 8405 8408.88 58.85 8397.33 8456.18 51.18 8405 POINT 2.6 8408 8410 58.85 8397.33 8465 57 8408 Zone C POINT 3.1 8398 8403.58 49.93 8400.33 8450.26 52.26 8398 POINT 3.2 8401 8403.58 55.64 8400.33 8455.97 54.97 8401 POINT 3.3 8404 8403.58 49.97 8400.33 8450.3 46.72 8403.58 POINT 3.4 8407 8412.91 49.93 8400.33 8450.26 43.26 8407 POINT 3.5 8410 8414.03 55.64 8400.33 8455.97 45.97 8410 POINT 3.6 8414 8414.41 49.97 8400.33 8450.3 36.3 8414 ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 206 of 885 8500' - 0" 8400' - 0" 8420' - 0" 8440' - 0" 8460' - 0" 8480' - 0" 8500' - 0" 8400' - 0" 8420' - 0" 8440' - 0" 8460' - 0" 8480' - 0" 1 G-110B Sim ______2 G-110B Sim ______ ABCDTOPO +080' -0" PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/16/2022 9:56:44 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 DRB SITE SECTIONS G-110B LOT 1 - EAST VAIL HOUSING Approver 8500' - 0" 8400' - 0" 8420' - 0" 8440' - 0" 8460' - 0" 8480' - 0" 8500' - 0" 8400' - 0" 8420' - 0" 8440' - 0" 8460' - 0" 8480' - 0" 1 G-110B Sim ______2 G-110B Sim ______ ABCDTOPO +080' -0" PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/16/2022 9:56:44 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 DRB SITE SECTIONS G-110B LOT 1 - EAST VAIL HOUSING Approver 1 | SITE SECTION AA 2 | SITE SECTION B 1 2 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE SECTIONS SHEET NUMBER: AA1.S ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 ZONE A ZONE B ZONE C BUILDING H BUILDING G BUILDING F BUILDING E BUILDING ABUILDING BBUILDING CBUILDING D BUILDING D BUILDING G BUILDING B ZONE C EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE July 5, 2022 - Page 207 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.0 UP REF REF DW UP DW REFREF DW REF DWREF WDWDWD WD WWDD W DW DDW DN UP UNEXCAVATED CRAWL SPACE STAIR A A110 STORAGE CORRIDOR STAIR B B110 CORRIDOR UNIT4-1 A101 RE: A-713 CORRIDOR CORRIDOR UNEXCAVATED CRAWL SPACE UNIT 2-2 B102 RE: A-712 STAIR C C110 UNIT 4-1 C101 RE: A-713 BUILDING MECHANICAL JANITOR CLOSETBUILDING ELECTRICAL LAUNDRY LAUNDRY11' - 3 3/4"11' - 5 3/4" 9' - 10 3/4" 20' - 1 7/8"2' - 6"UNEXCAVATED CRAWL SPACE 2' - 0"2' - 0"UNIT 2-2 B101 RE: A-712 STORAGE CORRIDOR2 3/4"WATER ENTRY UNEXCAVATED CRAWL SPACE UNEXCAVATED CRAWL SPACE UNEXCAVATED CRAWL SPACE LAUNDRY STORAGE UNEXCAVATED CRAWL SPACE UNEXCAVATED CRAWL SPACE UNEXCAVATED CRAWL SPACE UNEXCAVATED CRAWL SPACE FLOOR PLAN LEGENDAREA NOT IN CONTRACTUNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/12/2022 1:51:55 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 LEVEL 0 FLOOR PLAN - OVERALL A-101 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2 LEVEL 0 FLOOR PLAN - OVERALL FLOOR PLAN NOTES1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O.3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED.4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O.5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O.6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES.7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O.8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7.10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION.11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION.12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS.13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS.14 SEE A-600 SERIES FOR DOOR SCHEDULE.15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH UP DN DN UP UP DN D REFREFDWREFREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWW STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 RE: A-711 UNIT 2-1 C201 RE: A-711 UNIT2-1 C203 RE: A-711 UNIT 2-1 C204 RE: A-711 CORRIDOR OFFICE UNIT 4-2 B201 RE: A-714A BED-2 B202 RE: A-714A UNIT 2-1 A204 RE: A-711 STAIR C C210CORRIDOR STORAGE UNIT 2-1 A201 RE: A-711 ELEC.ELEC.8' - 0"TRASH LAUNDRY ROOF ABOVE 4' - 9 1/2" 4' - 9 1/2" 4' - 9 1/2" 3' - 4" 11' - 10 1/8"8' - 6"5' - 7"9' - 7 1/8"2' - 4 1/2"G1 G1 G1 G1 VESTIBULE VESTIBULE VESTIBULE UNIT 2-1 A202 RE: A-711 UNIT 2-1 A203 RE: A-711 22.10 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/12/2022 1:43:39 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 1 FLOOR PLAN - OVERALL A-102 LOT 1 - EAST VAIL HOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. PROJECT NORTH PROJECT FLAGNOTES NO.FLAGNOTE 22.10 FLOOR DRAIN RE PLUMBING UP REF REF DW UP DW REFREF DW REF DWREF WDWDWD WD WWDD W DW DDW DN UP UNEXCAVATED CRAWL SPACE STAIR A A110 STORAGE CORRIDOR STAIR B B110 CORRIDOR UNIT4-1 A101 RE: A-713 CORRIDOR CORRIDOR UNEXCAVATED CRAWL SPACE UNIT 2-2 B102 RE: A-712 STAIR C C110 UNIT 4-1 C101 RE: A-713 BUILDING MECHANICAL JANITOR CLOSETBUILDING ELECTRICAL LAUNDRY LAUNDRY11' - 3 3/4"11' - 5 3/4" 9' - 10 3/4" 20' - 1 7/8"2' - 6"UNEXCAVATED CRAWL SPACE 2' - 0"2' - 0"UNIT 2-2 B101 RE: A-712 STORAGE CORRIDOR2 3/4"WATER ENTRY UNEXCAVATED CRAWL SPACEUNEXCAVATED CRAWL SPACEUNEXCAVATED CRAWL SPACE LAUNDRY STORAGE UNEXCAVATED CRAWL SPACE UNEXCAVATED CRAWL SPACE UNEXCAVATED CRAWL SPACE UNEXCAVATED CRAWL SPACE FLOOR PLAN LEGENDAREA NOT IN CONTRACTUNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/12/2022 1:51:55 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 LEVEL 0 FLOOR PLAN - OVERALL A-101 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2 LEVEL 0 FLOOR PLAN - OVERALL FLOOR PLAN NOTES1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O.3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED.4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O.5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O.6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES.7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O.8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7.10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION.11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION.12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS.13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS.14 SEE A-600 SERIES FOR DOOR SCHEDULE.15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH UP DN DN UP UP DN D REFREFDWREFREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWW STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 RE: A-711 UNIT 2-1 C201 RE: A-711 UNIT2-1 C203 RE: A-711 UNIT 2-1 C204 RE: A-711 CORRIDOR OFFICE UNIT 4-2 B201 RE: A-714A BED-2 B202 RE: A-714A UNIT 2-1 A204 RE: A-711 STAIR C C210CORRIDOR STORAGE UNIT 2-1 A201 RE: A-711 ELEC.ELEC.8' - 0"TRASH LAUNDRY ROOF ABOVE 4' - 9 1/2" 4' - 9 1/2" 4' - 9 1/2" 3' - 4" 11' - 10 1/8"8' - 6"5' - 7"9' - 7 1/8"2' - 4 1/2"G1 G1 G1 G1 VESTIBULE VESTIBULE VESTIBULE UNIT 2-1 A202 RE: A-711 UNIT 2-1 A203 RE: A-711 22.10 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/12/2022 1:43:39 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 1 FLOOR PLAN - OVERALL A-102 LOT 1 - EAST VAIL HOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. PROJECT NORTH PROJECT FLAGNOTES NO.FLAGNOTE 22.10 FLOOR DRAIN RE PLUMBING July 5, 2022 - Page 208 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.1 ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 DN DN UP DN UP DW REF REF DW REF REF REFREFDWREFREFDWREFDWREFDWREFDWREFDWSTORAGESTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 RE: A-714A UNIT 2-1 A301 RE: A-711 UNIT 2-1 A302 RE: A-711 UNIT 2-1 A304 RE: A-711 UNIT 2-1 A303 RE: A-711 STAIR C C310 UNIT 4-1 C301 RE: A-713 UNIT 4-1 C302 RE: A-713 CORRIDORSTORAGE CORRIDOR UNIT 4-2 B302 RE: A-714A STORAGE ROOF BELOW G1 G1 G1 G1 G1 G1 G1 G1 FLOOR PLAN LEGENDAREA NOT IN CONTRACTUNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE ®5/12/2022 1:51:55 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 2 FLOOR PLAN - OVERALL A-103 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2 LEVEL 2 FLOOR PLAN - OVERALL FLOOR PLAN NOTES1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O.3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED.4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O.5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O.6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES.7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O.8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7.10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION.11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION.12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS.13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS.14 SEE A-600 SERIES FOR DOOR SCHEDULE.15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN DW REF REF REFREFDWREFREFDWDW REF REFREFDWREFDWREF DWREFDWSTORAGE STORAGE CORRIDOR UNIT 2-1 A401 RE: A-711 UNIT 4-1 C402 RE: A-713 UNIT 4-1 C401 RE: A-713 UNIT 2-1 A402 RE: A-711 UNIT 2-1 A404 RE: A-711 UNIT 2-1 A403 RE: A-711 STAIR C C410 CORRIDOR UNIT 4-2 B402 RE: A-714A UNIT 4-2 B401 RE: A-714A STAIR B B410 STORAGE CORRIDOR G1 G1 G1 G1 G1 G1 G1 G1 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/12/2022 1:43:40 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 3 FLOOR PLAN - OVERALL A-104 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN UP DN UP DW REF REF DW REF REF REFREFDWREFREFDWREFDWREFDWREFDWREFDWSTORAGESTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 RE: A-714A UNIT 2-1 A301 RE: A-711 UNIT 2-1 A302 RE: A-711 UNIT 2-1 A304 RE: A-711 UNIT 2-1 A303 RE: A-711 STAIR C C310 UNIT 4-1 C301 RE: A-713 UNIT 4-1 C302 RE: A-713 CORRIDORSTORAGE CORRIDOR UNIT 4-2 B302 RE: A-714A STORAGE ROOF BELOW G1 G1 G1 G1 G1 G1 G1 G1 FLOOR PLAN LEGENDAREA NOT IN CONTRACTUNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE ®5/12/2022 1:51:55 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 2 FLOOR PLAN - OVERALL A-103 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2 LEVEL 2 FLOOR PLAN - OVERALL FLOOR PLAN NOTES1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O.3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED.4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O.5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O.6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES.7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O.8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7.10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION.11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION.12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS.13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS.14 SEE A-600 SERIES FOR DOOR SCHEDULE.15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN DW REF REF REFREFDWREFREFDWDW REF REFREFDWREFDWREF DWREFDWSTORAGE STORAGE CORRIDOR UNIT 2-1 A401 RE: A-711 UNIT 4-1 C402 RE: A-713 UNIT 4-1 C401 RE: A-713 UNIT 2-1 A402 RE: A-711 UNIT 2-1 A404 RE: A-711 UNIT 2-1 A403 RE: A-711 STAIR C C410 CORRIDOR UNIT 4-2 B402 RE: A-714A UNIT 4-2 B401 RE: A-714A STAIR B B410 STORAGE CORRIDOR G1 G1 G1 G1 G1 G1 G1 G1 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/12/2022 1:43:40 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 3 FLOOR PLAN - OVERALL A-104 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL FLOOR PLAN NOTES1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTHJuly 5, 2022 - Page 209 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING UNIT PLANS SHEET NUMBER: A1.2.2-AREFDWREFDWREFDWREFDW34' - 1 1/8"26' - 10 5/8"ALIGNBED-2 BED-1 BATH #1 702 698 705 707 708 706704 701 A-8025Sim KITCHEN LIVING UNIT 2-1 A203 W1 W1 BATH #1 A203 P-03 UNIT 2-1 A203 P-02 UNIT 2-1 A203 P-02 9'-0"EQ 2' - 8" EQ UNIT 2-1 A203 P-02 9'-0"8'-0" 8'-0" 9'-0" LVT-01T-01 T-02T-03 UNIT 2-1 A203 B-02 LVT-01 P-01 UNIT 2-1 A203 B-02 LVT-01 P-01 BATH #1 A203 B-03 T-01 P-03 KITCHEN A203 B-02 LVT-01 P-01 LIVING A203 B-02 LVT-01 P-01 09.17 09.17 09.17 BED-2 BED-1 BATH #1 LIVING 30" X 48" CFS 30" X 48" CFS 30" X 48" CFS 60" MIN. DIA. TURN CIRCLE 30" X 48" CFS ADA ACCESS TO WINDOW ADA ACCESS TO WINDOW ADA ACCESS TO WINDOW ICC/ANSI COMPLIANT TYPE B, OPTION B 06.06 1' - 5 7/8" KITCHEN K1 ICC/ANSI COMPLIANT TYPE B ICC/ANSI COMPLIANT TYPE B KITCHEN BED-2 BED-1 BATH #1 LIVING FIRE RESISTANCE DESIGNATIONS FWFIRE WALL (IBC SECTION 706) FBFIRE BARRIER (IBC SECTION 707) SESHAFT ENCLOSURE (IBC SECTION 713) FPFIRE PARTITION (IBC SECTION 708) SBSMOKE BARRIER (IBC SECTION 709) SPSMOKE PARTITION (IBC SECTION 710) CODE SHEET GRAPHICS LEGEND 23 FW CHAPTER 7 CODE CONSTRUCTION DESIGNATION 1 HR. RATED ASSEMBLY (30 MINUTES, WHEN PERMITTED) 2 HR. RATED ASSEMBLY 3 HR. RATED ASSEMBLY SMOKE PARTITION (NON-RATED ASSEMBLY) NON-RATED ASSEMBLY REQUIRED EXIT DESIGNATION EXIT LOAD AT DOOR DIRECTION OF TRAVEL NAMED PATH OF TRAVEL -SEE SCHEDULE FOR TOTAL TRAVEL DISTANCE EGRESS PATHFIRE EXTINGUISHER CABINET FEC ASIGNAGE TYPE TAG ROOM 101 150 SF100 2 150A-2 ROOM NAME ROOM NO. OCCUPANCY LOAD FACTOR OCCUPANCY TYPE ROOM AREA OCCUPANT LOAD # OF EXITS REQU. POINT OF ENTRY POINT OF EGRESS POINT OF ACCESSIBLE ENTRY ACCESSIBLE ROUTE UNOCCUPIED CRAWL SPACE CEILING PLAN LEGENDGYP. BOARD ACT-01 ACCOUSTIC CEILING TILE CHANDELIER CEILING FAN WALL SCONCE FLUSH MOUNTWOOD PLANK WOOD PLANK WITH ACOUSTICAL BACKING PENDANT LIGHT SUPPLY/EXHAUST FAN RE: MECHANICAL CONCEALED FIRE SPRINKLER HEAD RE: FIRE PROTECTION OCCUPANCY SENSOR RE: ELECTRICAL EXIT SIGN. RE: ELECTRICAL MONO-POINT LIGHT. RE: LIGHTING Room name 1028 C-1 INDICATES CEILING HEIGHT ROOM NO. CEILING FINISH TROFFER LIGHT O.T.S OPEN TO STRUCTURE FINISH PLAN LEGEND T-01 INDICATES FLOOR TRANSITION STRIP LOCATION. TRANSITION DETAILS ON SHEET A-551Room name 1028 RB-10 CPT-1 P-10 CPT-01 WO-01 LVT-01 WALL FINISH BASE FINISH FLOOR FINISH SC-01 ??CPT-1CPT-2 LVT-02 FLOOR PLAN LEGENDAREA NOT IN CONTRACT UNOCCUPIED SPACEUNIT DOOR PANEL TYPES PANEL TYPE FP1 FLAT PANEL, SINGLE RE: SCHED. OPENING WIDTHRE: SCHED.OOPENING HEIGHTUNIT DOOR FRAME TYPES FRAME TYPE 1 3 1/4"3 1/4" RE: SCHED. OPENING WIDTH3 1/4"RE: SCHED.OPENING HEIGHTPROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 8:36:53 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 ENLARGED UNIT PLAN - UNIT 2-1 (PLAN/ RCP/FINISH/CODE/FURN) A-711 LOT 1 - EAST VAIL HOUSING Approver 1/4" = 1'-0"1 UNIT 2-1 FLOOR PLAN 1/4" = 1'-0"2 UNIT 2-1 RCP 1/4" = 1'-0"3 UNIT 2-1 FINISH PLAN 1/4" = 1'-0"4 UNIT 2-1 CODE PLAN 1/4" = 1'-0"5UNIT 2-1 FURNITURE PLAN PROJECT FLAGNOTESNO.FLAGNOTE06.06 PROVIDE BLOCKING IN WALL FOR WALL-MOUNTED ITEMS. RE: INT. ELEV.FOR LOCATIONS09.17 WINDOW TREATMENT WIN-01 AT ALL UNIT WINDOW LOCATIONS V.I.FDOOR SCHEDULE FOR UNIT 2-1Type MarkDOORHARDWARESET NO.FRAMEOPENINGWIDTHHEIGHTTHICKNESSMATERIAL FINISHFRAMETYPEMATERIALUNIT-01 3' - 0" 7' - 0" 1 3/4"WD1WDUNIT-02 2' - 6" 7' - 0" 1 3/4"WD1WD UNIT RCP NOTES1 REFLECTED CEILING PLANS INDICATE CEILING HEIGHTS AND LOCATION OF LIGHTFIXTURES, DIFFUSERS, DEVICES, AND SIMILAR ITEMS. REFER TO ENGINEERINGDRAWINGS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL, HVAC,SPRINKLER AND LIFE SAFETY. IN THE EVENT OF A DISCREPANCY BETWEEN THEARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, SEEKCLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.2 COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCEFOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC. NECESSARY TOMAINTAIN THE CEILING HEIGHTS INDICATED.3 DIMENSIONS ARE TO FINISH U.N.O.4 ACCESS PANELS NOT SHOWN, BUT REQUIRED BY PLUMBING, MECHANICAL, ORELECTRICAL SYSTEMS, SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION.5 COORDINATE LOCATION OF FIRE SPRINKLER HEADS WITH ARCHITECT.6 LIGHT FIXTURES, SPRINKLER HEADS, AND OTHER CEILING DEVICES SHALL BEEQUALLY SPACED AND ALIGNED WITH ADJACENT ELEMENTS AND CENTERED ONCEILING TILE, U.N.O.7 PAINT GYPSUM BOARD CEILINGS P-02 U.N.O.8 PAINT GYP BOARD SOFFITS (VERTICAL AND HORIZONTAL SURFACES) P-02 U.N.O.9 PROVIDE UL-CLASSIFIED LIGHT FIXTURES OR ENCLOSURES IN RATED FLOOR/CEILINGASSEMBLIES IN ACCORDANCE WITH IBC CHAPTER 7.10 RE: ENLARGED UNIT PLANS A-700 SERIES FOR DIMENSIONS OF DECORATIVE FIXTURES11 CENTER ACT CEILING IN ROOM, UNOUNIT PLAN NOTES1 UNIT PLANS MAY BE MIRRORED AND/OR ROTATED RELATIVE TO THE FLOOR PLAN. REFER TO OVERALLFLOOR PLANS FOR LOCATION AND ORIENTATION OF UNITS.2 SEE OVERALL FLOOR PLANS FOR DEMISING PARTITIONS, UNIT/CORRIDOR PARTITIONS, UNIT ENTRY DOORS,BALCONIES AND EXTERIOR DOORS AND WINDOWS.3 DIMENSIONS ARE TO FACE OF STUD OR COLUMN CENTERLINE UON.4 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROMDOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.5 DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED.6 FURNITURE IS SHOWN FOR LAYOUT PURPOSES ONLY AND IS NIC.7 “TYPE A” AND “TYPE B” ACCESSIBLE UNITS ARE TO MEET IBC CHAPTER 11 AND ICC A117.1 CHAPTER 10.8 DEVICES SHALL BE MOUNTED BETWEEN 18" - 48" AFF. DEVICES INCLUDE OUTLETS, THERMOSTATS,SWITCHES, CONTROLS, AND OTHER DEVICES.9 PROVIDE GRAB BAR REINFORCEMENT AT ALL BATHROOMS. SEE SHEET G-401.10 FLOORING TO BE CONTINUOUS AND WALLS/CABINETS TO BE FINISHED UNDER APPLIANCES ANDREMOVABLE CABINETS AT “TYPE A” ACCESSIBLE UNITS.11 SEE SHEET G-503 FOR PARTITION TYPES. PARTITIONS WITHIN UNITS ARE TYPE W24G (ACOUSTICAL) UON.12 SEE SHEET A-600 FOR DOOR SCHEDULE.13 SEE A-800 SERIES SHEETS FOR KITCHEN TYPES.14 SEE A-810 SERIES SHEETS FOR BATHROOM TYPES.15 SEE A-850 SERIES SHEETS FOR TYPICAL INTERIOR DETAILS AND FLOOR TRANSITIONS.16 SEE SHEET G-401 FOR TYPICAL MOUNTING HEIGHTS.CODE PLAN NOTES1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS.2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3.3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT.4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 7165 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7.6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT.7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT.FINISH PLAN NOTES1 DIMENSIONS ARE TO FACE OF FINISH U.N.O.2 SEE SHEET A-700 FOR FINISH SCHEDULE.3 SEE RCPs (A-130 SERIES SHEETS) AND INTERIOR ELEVATIONS (A-700 FOR UNITFINISHES & A-800 SERIES SHEETS) FOR ADDITIONAL FINISH INFORMATION.4 SEE SHEET A-551 FOR FLOOR AND BASE TRANSITION DETAILS.5 FLOOR MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS U.N.O.6 FLOORING TO EXTEND UNDER COUNTERS, WORKSURFACES, APPLIANCES ANDREMOVABLE BASE CABINETS.7 PAINT TRANSITIONS TO OCCUR AT INSIDE CORNERS U.N.O.8 UNIT PAINT GYP BOARD WALLS P-01 U.N.O.9 UNIT PAINT DOOR FRAMES P-07 U.N.O.10 UNIT BASE TO BE B-01 U.N.O.11 PAINT EXPOSED CONDUIT, PIPING, ETC. TO MATCH ADJACENT FINISH.12 VCT & CARPET TILE PATTERN TO BE CENTERED IN ROOM, UNO.13 MTL RAILINGS & HAND RAILS TO BE PAINTED P-09 - RE: FIN SCHED, UNO. FURNITURE SHOWN FOR REFERENCE ONLY DW REF DW REF DWREF EQ EQ BATH #1 B101 P-03 BED-2 B101 P-02 UNIT 2-2 B101 P-02 W1 W1 2' - 8" UNIT 2-2 B101 P-02 9'-0" 8'-0"8'-0" 9'-0"9'-0" BED-1BED-2 BATH #1 KITCHEN LIVING 30" X 48" CFS 60" MIN. DIA. TURN CIRCLE 30" X 48" CFS 30" X 48" CFS ADA ACCESS TO WINDOW ADA ACCESS TO WINDOW ADA ACCESS TO WINDOW ADA ACCESS TO WINDOW ICC/ANSI TYPE B, OPTION B06.06 UNIT 2-2 B-101 1' - 6"MIN. 3' - 0" ICC/ANSI TYPE B ICC/ANSI TYPE B LVT-01T-01KITCHENLIVING T-03 T-02 BATH #1 B101 B-03 T-01 P-03 BED-2 B101 B-02 LVT-01 P-01 UNIT 2-2 B101 B-02 LVT-01 P-01 UNIT 2-2 B-101 B-02 LVT-01 P-01 09.17 09.17 09.17 24' - 3 1/8" ALIGN BED-1BED-2 BATH #1 651 650 648 649 653 632 652 640 A-802 5Sim UNIT 2-2 B-101 BED-1BED-2BATH #1KITCHENLIVINGB-101UNIT 2-2FIRE RESISTANCE DESIGNATIONS FWFIRE WALL (IBC SECTION 706) FBFIRE BARRIER (IBC SECTION 707) SESHAFT ENCLOSURE (IBC SECTION 713) FPFIRE PARTITION (IBC SECTION 708) SBSMOKE BARRIER (IBC SECTION 709) SPSMOKE PARTITION (IBC SECTION 710) CODE SHEET GRAPHICS LEGEND23FWCHAPTER 7 CODECONSTRUCTIONDESIGNATION1 HR. RATED ASSEMBLY(30 MINUTES, WHEN PERMITTED)2 HR. RATED ASSEMBLY3 HR. RATED ASSEMBLYSMOKE PARTITION(NON-RATED ASSEMBLY)NON-RATED ASSEMBLYREQUIRED EXITDESIGNATIONEXIT LOAD AT DOORDIRECTION OF TRAVELNAMED PATH OF TRAVEL -SEESCHEDULE FOR TOTAL TRAVELDISTANCEEGRESSPATHFIRE EXTINGUISHER CABINETFECASIGNAGE TYPE TAGROOM101150 SF1002150A-2ROOM NAMEROOM NO.OCCUPANCY LOAD FACTOR OCCUPANCY TYPEROOM AREAOCCUPANT LOAD# OF EXITS REQU.POINT OF ENTRY POINT OF EGRESSPOINT OF ACCESSIBLE ENTRY ACCESSIBLE ROUTE UNOCCUPIED CRAWL SPACE CEILING PLAN LEGENDGYP. BOARDACT-01ACCOUSTIC CEILING TILE CHANDELIERCEILING FANWALL SCONCEFLUSH MOUNTWOOD PLANK WOOD PLANK WITH ACOUSTICAL BACKING PENDANT LIGHTSUPPLY/EXHAUST FAN RE: MECHANICALCONCEALED FIRE SPRINKLER HEAD RE: FIRE PROTECTIONOCCUPANCY SENSOR RE: ELECTRICALEXIT SIGN. RE: ELECTRICAL MONO-POINT LIGHT. RE: LIGHTINGRoom name1028C-1 INDICATES CEILING HEIGHTROOM NO.CEILING FINISH TROFFER LIGHTO.T.S OPEN TO STRUCTUREFINISH PLAN LEGENDT-01 INDICATES FLOOR TRANSITION STRIP LOCATION. TRANSITION DETAILS ON SHEET A-551Room name1028RB-10CPT-1P-10 CPT-01WO-01LVT-01WALL FINISHBASE FINISHFLOOR FINISH SC-01??CPT-1CPT-2 LVT-02FLOOR PLAN LEGENDAREA NOT IN CONTRACTUNOCCUPIED SPACEUNIT DOOR PANEL TYPESPANEL TYPE FP1FLAT PANEL, SINGLERE: SCHED.OPENING WIDTHRE: SCHED.OOPENING HEIGHTUNIT DOOR FRAME TYPESFRAME TYPE 13 1/4"3 1/4"RE: SCHED.OPENING WIDTH3 1/4"RE: SCHED.OPENING HEIGHTPROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 8:36:54 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ENLARGED UNIT PLAN - UNIT 2-2 (PLAN /RCP/FINISH/CODE/FURN) A-712 LOT 1 - EAST VAIL HOUSING Approver 1/4" = 1'-0"2 UNIT 2-2 RCP 1/4" = 1'-0"4UNIT 2-2 CODE PLAN 1/4" = 1'-0"3UNIT 2-2 FINISH PLAN 1/4" = 1'-0"1 UNIT 2-2 FLOOR PLAN 1/4" = 1'-0"5UNIT 2-2 FURNITURE PLAN PROJECT FLAGNOTESNO.FLAGNOTE06.06 PROVIDE BLOCKING IN WALL FOR WALL-MOUNTED ITEMS. RE: INT. ELEV.FOR LOCATIONS09.17 WINDOW TREATMENT WIN-01 AT ALL UNIT WINDOW LOCATIONS V.I.FDOOR SCHEDULE FOR UNIT 2-2Type MarkDOORHARDWARESET NO.FRAMEOPENINGWIDTHHEIGHTTHICKNESSMATERIALFINISHFRAMETYPEMATERIALUNIT-013' - 0" 7' - 0" 1 3/4" WD1WDUNIT-022' - 6" 7' - 0" 1 3/4" WD1WD UNIT RCP NOTES1 REFLECTED CEILING PLANS INDICATE CEILING HEIGHTS AND LOCATION OF LIGHTFIXTURES, DIFFUSERS, DEVICES, AND SIMILAR ITEMS. REFER TO ENGINEERINGDRAWINGS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL, HVAC,SPRINKLER AND LIFE SAFETY. IN THE EVENT OF A DISCREPANCY BETWEEN THEARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, SEEKCLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.2 COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCEFOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC. NECESSARY TOMAINTAIN THE CEILING HEIGHTS INDICATED.3 DIMENSIONS ARE TO FINISH U.N.O.4 ACCESS PANELS NOT SHOWN, BUT REQUIRED BY PLUMBING, MECHANICAL, ORELECTRICAL SYSTEMS, SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION.5 COORDINATE LOCATION OF FIRE SPRINKLER HEADS WITH ARCHITECT.6 LIGHT FIXTURES, SPRINKLER HEADS, AND OTHER CEILING DEVICES SHALL BEEQUALLY SPACED AND ALIGNED WITH ADJACENT ELEMENTS AND CENTERED ONCEILING TILE, U.N.O.7 PAINT GYPSUM BOARD CEILINGS P-02 U.N.O.8 PAINT GYP BOARD SOFFITS (VERTICAL AND HORIZONTAL SURFACES) P-02 U.N.O.9 PROVIDE UL-CLASSIFIED LIGHT FIXTURES OR ENCLOSURES IN RATED FLOOR/CEILINGASSEMBLIES IN ACCORDANCE WITH IBC CHAPTER 7.10 RE: ENLARGED UNIT PLANS A-700 SERIES FOR DIMENSIONS OF DECORATIVE FIXTURES11 CENTER ACT CEILING IN ROOM, UNOUNIT PLAN NOTES1 UNIT PLANS MAY BE MIRRORED AND/OR ROTATED RELATIVE TO THE FLOOR PLAN. REFER TO OVERALLFLOOR PLANS FOR LOCATION AND ORIENTATION OF UNITS.2 SEE OVERALL FLOOR PLANS FOR DEMISING PARTITIONS, UNIT/CORRIDOR PARTITIONS, UNIT ENTRY DOORS,BALCONIES AND EXTERIOR DOORS AND WINDOWS.3 DIMENSIONS ARE TO FACE OF STUD OR COLUMN CENTERLINE UON.4 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROMDOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.5 DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED.6 FURNITURE IS SHOWN FOR LAYOUT PURPOSES ONLY AND IS NIC.7 “TYPE A” AND “TYPE B” ACCESSIBLE UNITS ARE TO MEET IBC CHAPTER 11 AND ICC A117.1 CHAPTER 10.8 DEVICES SHALL BE MOUNTED BETWEEN 18" - 48" AFF. DEVICES INCLUDE OUTLETS, THERMOSTATS,SWITCHES, CONTROLS, AND OTHER DEVICES.9 PROVIDE GRAB BAR REINFORCEMENT AT ALL BATHROOMS. SEE SHEET G-401.10 FLOORING TO BE CONTINUOUS AND WALLS/CABINETS TO BE FINISHED UNDER APPLIANCES ANDREMOVABLE CABINETS AT “TYPE A” ACCESSIBLE UNITS.11 SEE SHEET G-503 FOR PARTITION TYPES. PARTITIONS WITHIN UNITS ARE TYPE W24G (ACOUSTICAL) UON.12 SEE SHEET A-600 FOR DOOR SCHEDULE.13 SEE A-800 SERIES SHEETS FOR KITCHEN TYPES.14 SEE A-810 SERIES SHEETS FOR BATHROOM TYPES.15 SEE A-850 SERIES SHEETS FOR TYPICAL INTERIOR DETAILS AND FLOOR TRANSITIONS.16 SEE SHEET G-401 FOR TYPICAL MOUNTING HEIGHTS.CODE PLAN NOTES1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS.2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3.3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT.4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 7165 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7.6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT.7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT.FINISH PLAN NOTES1 DIMENSIONS ARE TO FACE OF FINISH U.N.O.2 SEE SHEET A-700 FOR FINISH SCHEDULE.3 SEE RCPs (A-130 SERIES SHEETS) AND INTERIOR ELEVATIONS (A-700 FOR UNITFINISHES & A-800 SERIES SHEETS) FOR ADDITIONAL FINISH INFORMATION.4 SEE SHEET A-551 FOR FLOOR AND BASE TRANSITION DETAILS.5 FLOOR MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS U.N.O.6 FLOORING TO EXTEND UNDER COUNTERS, WORKSURFACES, APPLIANCES ANDREMOVABLE BASE CABINETS.7 PAINT TRANSITIONS TO OCCUR AT INSIDE CORNERS U.N.O.8 UNIT PAINT GYP BOARD WALLS P-01 U.N.O.9 UNIT PAINT DOOR FRAMES P-07 U.N.O.10 UNIT BASE TO BE B-01 U.N.O.11 PAINT EXPOSED CONDUIT, PIPING, ETC. TO MATCH ADJACENT FINISH.12 VCT & CARPET TILE PATTERN TO BE CENTERED IN ROOM, UNO.13 MTL RAILINGS & HAND RAILS TO BE PAINTED P-09 - RE: FIN SCHED, UNO. FURNITURE SHOWN FOR REFERENCE ONLY REFREFDWREFREFDW24' - 5 7/8"71' - 6 1/4"425 426 422 423 424421 428 427 432429 430 436 435 431 434 433 W84 W24 W24 W24 W24 W24 W24 W24 W24 W84 W24 W24 W24 W24 W24 W24 W24 W24 2' - 0"5' - 3 1/8" 3' - 11 5/8" 2' - 0"5' - 2 33/128" BED-1 BED-4 BED-2 BED-3 BATH #1 LIVING BATH #2 KITCHEN UNIT 4-2 B201 A-802 5 SimLVT-01T-01LVT-01T-01UNIT 4-2 B201 B-02 LVT-01 P-01 BED-1 BED-4 BED-2 BED-3 LIVING T-02 UNIT 4-2 BATHB201 P-03 B-03 T-01 UNIT 4-2 BATHB201 P-03 B-03 T-01 T-03 T-03 KITCHEN 09.17 09.17 09.17 09.17 09.17 EQEQ EQEQ LIVING KITCHEN2' - 0"2' - 0"CENTERED OVER ISLAND 06.05 BATH #1 B-201 P-03 BED-1 B-201 P-02 BED-2 B-201 P-02 BATH #2 B-201 P-03 5' - 0"2' - 8" 2' - 8" W1W1 W1W1 3' - 4" TYP. P1 UNIT 4-2 B201 P-02 BED-4 B-201 P-02 BED-3 B-201 P-02 8'-0"8'-0" 8'-0"8'-0" 9'-0" 9'-0" 8'-0"8'-0" 8'-0"8'-0" UNIT DOOR PANEL TYPES PANEL TYPE FP1 FLAT PANEL, SINGLE RE: SCHED. OPENING WIDTHRE: SCHED.OOPENING HEIGHTUNIT DOOR FRAME TYPES FRAME TYPE 1 3 1/4"3 1/4" RE: SCHED. OPENING WIDTH3 1/4"RE: SCHED.OPENING HEIGHTCEILING PLAN LEGEND GYP. BOARD ACT-01 ACCOUSTIC CEILING TILE CHANDELIER CEILING FAN WALL SCONCE FLUSH MOUNTWOOD PLANK WOOD PLANK WITH ACOUSTICAL BACKING PENDANT LIGHT SUPPLY/EXHAUST FAN RE: MECHANICAL CONCEALED FIRE SPRINKLER HEAD RE: FIRE PROTECTION OCCUPANCY SENSOR RE: ELECTRICAL EXIT SIGN. RE: ELECTRICAL MONO-POINT LIGHT. RE: LIGHTING Room name 1028 C-1 INDICATES CEILING HEIGHT ROOM NO. CEILING FINISH TROFFER LIGHT O.T.S OPEN TO STRUCTURE FINISH PLAN LEGEND T-01 INDICATES FLOOR TRANSITION STRIP LOCATION. TRANSITION DETAILS ON SHEET A-551 Room name 1028 RB-10 CPT-1 P-10 CPT-01 WO-01 LVT-01 WALL FINISH BASE FINISH FLOOR FINISH SC-01 ??CPT-1CPT-2 LVT-02 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 8:36:55 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ENLARGED UNIT PLAN - UNIT 4-2 (PLAN/RCP/FINISH/CODE) A-714A LOT 1 - EAST VAIL HOUSING Approver 1/4" = 1'-0"1 UNIT 4-2 FLOOR PLAN 1/4" = 1'-0"3UNIT 4-2 FINISH PLAN 1/4" = 1'-0"2UNIT 4-2 RCP PROJECT FLAGNOTESNO.FLAGNOTE06.05 WOOD BEAM RE: STRUCTURAL09.17 WINDOW TREATMENT WIN-01 AT ALL UNIT WINDOW LOCATIONS V.I.FDOOR SCHEDULE FOR UNIT 4-2TypeMarkDOORHARDWARE SETNO.FRAMEOPENINGWIDTHHEIGHTTHICKNESSMATERIALFINISHFRAMETYPEMATERIALUNIT-013' - 0" 7' - 0" 1 3/4" WD1WDUNIT-022' - 6" 7' - 0" 1 3/4" WD1WD UNIT RCP NOTES1 REFLECTED CEILING PLANS INDICATE CEILING HEIGHTS AND LOCATION OF LIGHTFIXTURES, DIFFUSERS, DEVICES, AND SIMILAR ITEMS. REFER TO ENGINEERINGDRAWINGS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL, HVAC,SPRINKLER AND LIFE SAFETY. IN THE EVENT OF A DISCREPANCY BETWEEN THEARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, SEEKCLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.2 COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCEFOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC. NECESSARY TOMAINTAIN THE CEILING HEIGHTS INDICATED.3 DIMENSIONS ARE TO FINISH U.N.O.4 ACCESS PANELS NOT SHOWN, BUT REQUIRED BY PLUMBING, MECHANICAL, ORELECTRICAL SYSTEMS, SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION.5 COORDINATE LOCATION OF FIRE SPRINKLER HEADS WITH ARCHITECT.6 LIGHT FIXTURES, SPRINKLER HEADS, AND OTHER CEILING DEVICES SHALL BEEQUALLY SPACED AND ALIGNED WITH ADJACENT ELEMENTS AND CENTERED ONCEILING TILE, U.N.O.7 PAINT GYPSUM BOARD CEILINGS P-02 U.N.O.8 PAINT GYP BOARD SOFFITS (VERTICAL AND HORIZONTAL SURFACES) P-02 U.N.O.9 PROVIDE UL-CLASSIFIED LIGHT FIXTURES OR ENCLOSURES IN RATED FLOOR/CEILINGASSEMBLIES IN ACCORDANCE WITH IBC CHAPTER 7.10 RE: ENLARGED UNIT PLANS A-700 SERIES FOR DIMENSIONS OF DECORATIVE FIXTURES11 CENTER ACT CEILING IN ROOM, UNOUNIT PLAN NOTES1 UNIT PLANS MAY BE MIRRORED AND/OR ROTATED RELATIVE TO THE FLOOR PLAN. REFER TO OVERALLFLOOR PLANS FOR LOCATION AND ORIENTATION OF UNITS.2 SEE OVERALL FLOOR PLANS FOR DEMISING PARTITIONS, UNIT/CORRIDOR PARTITIONS, UNIT ENTRY DOORS,BALCONIES AND EXTERIOR DOORS AND WINDOWS.3 DIMENSIONS ARE TO FACE OF STUD OR COLUMN CENTERLINE UON.4 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROMDOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.5 DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED.6 FURNITURE IS SHOWN FOR LAYOUT PURPOSES ONLY AND IS NIC.7 “TYPE A” AND “TYPE B” ACCESSIBLE UNITS ARE TO MEET IBC CHAPTER 11 AND ICC A117.1 CHAPTER 10.8 DEVICES SHALL BE MOUNTED BETWEEN 18" - 48" AFF. DEVICES INCLUDE OUTLETS, THERMOSTATS,SWITCHES, CONTROLS, AND OTHER DEVICES.9 PROVIDE GRAB BAR REINFORCEMENT AT ALL BATHROOMS. SEE SHEET G-401.10 FLOORING TO BE CONTINUOUS AND WALLS/CABINETS TO BE FINISHED UNDER APPLIANCES ANDREMOVABLE CABINETS AT “TYPE A” ACCESSIBLE UNITS.11 SEE SHEET G-503 FOR PARTITION TYPES. PARTITIONS WITHIN UNITS ARE TYPE W24G (ACOUSTICAL) UON.12 SEE SHEET A-600 FOR DOOR SCHEDULE.13 SEE A-800 SERIES SHEETS FOR KITCHEN TYPES.14 SEE A-810 SERIES SHEETS FOR BATHROOM TYPES.15 SEE A-850 SERIES SHEETS FOR TYPICAL INTERIOR DETAILS AND FLOOR TRANSITIONS.16 SEE SHEET G-401 FOR TYPICAL MOUNTING HEIGHTS.FINISH PLAN NOTES1 DIMENSIONS ARE TO FACE OF FINISH U.N.O. 2 SEE SHEET A-700 FOR FINISH SCHEDULE. 3 SEE RCPs (A-130 SERIES SHEETS) AND INTERIOR ELEVATIONS (A-700 FOR UNIT FINISHES & A-800 SERIES SHEETS) FOR ADDITIONAL FINISH INFORMATION. 4 SEE SHEET A-551 FOR FLOOR AND BASE TRANSITION DETAILS. 5 FLOOR MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS U.N.O. 6 FLOORING TO EXTEND UNDER COUNTERS, WORKSURFACES, APPLIANCES AND REMOVABLE BASE CABINETS. 7 PAINT TRANSITIONS TO OCCUR AT INSIDE CORNERS U.N.O. 8 UNIT PAINT GYP BOARD WALLS P-01 U.N.O. 9 UNIT PAINT DOOR FRAMES P-07 U.N.O. 10 UNIT BASE TO BE B-01 U.N.O. 11 PAINT EXPOSED CONDUIT, PIPING, ETC. TO MATCH ADJACENT FINISH. 12 VCT & CARPET TILE PATTERN TO BE CENTERED IN ROOM, UNO. 13 MTL RAILINGS & HAND RAILS TO BE PAINTED P-09 - RE: FIN SCHED, UNO.REFDWREFDWREFDWREFDW34' - 1 1/8"26' - 10 5/8"ALIGNBED-2 BED-1 BATH #1 702 698 705 707 708 706704 701 A-8025Sim KITCHEN LIVING UNIT 2-1 A203 W1 W1 BATH #1 A203 P-03 UNIT 2-1 A203 P-02 UNIT 2-1 A203 P-02 9'-0"EQ 2' - 8" EQ UNIT 2-1 A203 P-02 9'-0"8'-0" 8'-0" 9'-0" LVT-01T-01 T-02T-03 UNIT 2-1 A203 B-02 LVT-01 P-01 UNIT 2-1 A203 B-02 LVT-01 P-01 BATH #1 A203 B-03 T-01 P-03 KITCHEN A203 B-02 LVT-01 P-01 LIVING A203 B-02 LVT-01 P-01 09.17 09.17 09.17 BED-2 BED-1 BATH #1 LIVING 30" X 48" CFS 30" X 48" CFS 30" X 48" CFS 60" MIN. DIA. TURN CIRCLE 30" X 48" CFS ADA ACCESS TO WINDOW ADA ACCESS TO WINDOW ADA ACCESS TO WINDOW ICC/ANSI COMPLIANT TYPE B, OPTION B 06.06 1' - 5 7/8" KITCHEN K1 ICC/ANSI COMPLIANT TYPE B ICC/ANSI COMPLIANT TYPE B KITCHEN BED-2 BED-1 BATH #1 LIVING FIRE RESISTANCE DESIGNATIONS FW FIRE WALL (IBC SECTION 706) FB FIRE BARRIER (IBC SECTION 707) SE SHAFT ENCLOSURE (IBC SECTION 713) FP FIRE PARTITION (IBC SECTION 708) SB SMOKE BARRIER (IBC SECTION 709) SP SMOKE PARTITION (IBC SECTION 710) CODE SHEET GRAPHICS LEGEND 23 FW CHAPTER 7 CODE CONSTRUCTION DESIGNATION 1 HR. RATED ASSEMBLY (30 MINUTES, WHEN PERMITTED) 2 HR. RATED ASSEMBLY 3 HR. RATED ASSEMBLY SMOKE PARTITION (NON-RATED ASSEMBLY) NON-RATED ASSEMBLY REQUIRED EXIT DESIGNATION EXIT LOAD AT DOOR DIRECTION OF TRAVEL NAMED PATH OF TRAVEL -SEE SCHEDULE FOR TOTAL TRAVEL DISTANCE EGRESS PATH FIRE EXTINGUISHER CABINET FEC A SIGNAGE TYPE TAG ROOM 101 150 SF100 2 150A-2 ROOM NAME ROOM NO. OCCUPANCY LOAD FACTOR OCCUPANCY TYPE ROOM AREA OCCUPANT LOAD # OF EXITS REQU. POINT OF ENTRY POINT OF EGRESS POINT OF ACCESSIBLE ENTRY ACCESSIBLE ROUTE UNOCCUPIED CRAWL SPACE CEILING PLAN LEGEND GYP. BOARD ACT-01 ACCOUSTIC CEILING TILE CHANDELIER CEILING FAN WALL SCONCE FLUSH MOUNTWOOD PLANK WOOD PLANK WITH ACOUSTICAL BACKING PENDANT LIGHT SUPPLY/EXHAUST FAN RE: MECHANICAL CONCEALED FIRE SPRINKLER HEAD RE: FIRE PROTECTION OCCUPANCY SENSOR RE: ELECTRICAL EXIT SIGN. RE: ELECTRICAL MONO-POINT LIGHT. RE: LIGHTING Room name 1028 C-1 INDICATES CEILING HEIGHT ROOM NO. CEILING FINISH TROFFER LIGHT O.T.S OPEN TO STRUCTURE FINISH PLAN LEGEND T-01 INDICATES FLOOR TRANSITION STRIP LOCATION. TRANSITION DETAILS ON SHEET A-551 Room name 1028 RB-10 CPT-1 P-10 CPT-01 WO-01 LVT-01 WALL FINISH BASE FINISH FLOOR FINISH SC-01 ??CPT-1CPT-2 LVT-02 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE UNIT DOOR PANEL TYPES PANEL TYPE FP1 FLAT PANEL, SINGLE RE: SCHED. OPENING WIDTH RE: SCHED.OOPENING HEIGHTUNIT DOOR FRAME TYPES FRAME TYPE 1 3 1/4"3 1/4" RE: SCHED. OPENING WIDTH 3 1/4"RE: SCHED.OPENING HEIGHTPROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/13/2022 8:36:53 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 ENLARGED UNIT PLAN - UNIT 2-1 (PLAN/ RCP/FINISH/CODE/FURN) A-711 LOT 1 - EAST VAIL HOUSING Approver 1/4" = 1'-0"1 UNIT 2-1 FLOOR PLAN 1/4" = 1'-0"2 UNIT 2-1 RCP 1/4" = 1'-0"3 UNIT 2-1 FINISH PLAN 1/4" = 1'-0"4 UNIT 2-1 CODE PLAN 1/4" = 1'-0"5 UNIT 2-1 FURNITURE PLAN PROJECT FLAGNOTES NO.FLAGNOTE 06.06 PROVIDE BLOCKING IN WALL FOR WALL-MOUNTED ITEMS. RE: INT. ELEV. FOR LOCATIONS 09.17 WINDOW TREATMENT WIN-01 AT ALL UNIT WINDOW LOCATIONS V.I.F DOOR SCHEDULE FOR UNIT 2-1 Type Mark DOOR HARDWARE SET NO. FRAME OPENIN G WIDTH HEIGHT THICKNE SS MATERIAL FINISH FRAME TYPE MATERI AL UNIT-01 3' - 0" 7' - 0" 1 3/4"WD 1 WD UNIT-02 2' - 6" 7' - 0" 1 3/4"WD 1 WD UNIT RCP NOTES 1 REFLECTED CEILING PLANS INDICATE CEILING HEIGHTS AND LOCATION OF LIGHT FIXTURES, DIFFUSERS, DEVICES, AND SIMILAR ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF A DISCREPANCY BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, SEEK CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 2 COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCE FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC. NECESSARY TO MAINTAIN THE CEILING HEIGHTS INDICATED. 3 DIMENSIONS ARE TO FINISH U.N.O. 4 ACCESS PANELS NOT SHOWN, BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS, SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 5 COORDINATE LOCATION OF FIRE SPRINKLER HEADS WITH ARCHITECT. 6 LIGHT FIXTURES, SPRINKLER HEADS, AND OTHER CEILING DEVICES SHALL BE EQUALLY SPACED AND ALIGNED WITH ADJACENT ELEMENTS AND CENTERED ON CEILING TILE, U.N.O. 7 PAINT GYPSUM BOARD CEILINGS P-02 U.N.O. 8 PAINT GYP BOARD SOFFITS (VERTICAL AND HORIZONTAL SURFACES) P-02 U.N.O. 9 PROVIDE UL-CLASSIFIED LIGHT FIXTURES OR ENCLOSURES IN RATED FLOOR/CEILING ASSEMBLIES IN ACCORDANCE WITH IBC CHAPTER 7. 10 RE: ENLARGED UNIT PLANS A-700 SERIES FOR DIMENSIONS OF DECORATIVE FIXTURES 11 CENTER ACT CEILING IN ROOM, UNO UNIT PLAN NOTES 1 UNIT PLANS MAY BE MIRRORED AND/OR ROTATED RELATIVE TO THE FLOOR PLAN. REFER TO OVERALL FLOOR PLANS FOR LOCATION AND ORIENTATION OF UNITS. 2 SEE OVERALL FLOOR PLANS FOR DEMISING PARTITIONS, UNIT/CORRIDOR PARTITIONS, UNIT ENTRY DOORS, BALCONIES AND EXTERIOR DOORS AND WINDOWS. 3 DIMENSIONS ARE TO FACE OF STUD OR COLUMN CENTERLINE UON. 4 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 5 DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 6 FURNITURE IS SHOWN FOR LAYOUT PURPOSES ONLY AND IS NIC. 7 “TYPE A” AND “TYPE B” ACCESSIBLE UNITS ARE TO MEET IBC CHAPTER 11 AND ICC A117.1 CHAPTER 10. 8 DEVICES SHALL BE MOUNTED BETWEEN 18" - 48" AFF. DEVICES INCLUDE OUTLETS, THERMOSTATS, SWITCHES, CONTROLS, AND OTHER DEVICES. 9 PROVIDE GRAB BAR REINFORCEMENT AT ALL BATHROOMS. SEE SHEET G-401. 10 FLOORING TO BE CONTINUOUS AND WALLS/CABINETS TO BE FINISHED UNDER APPLIANCES AND REMOVABLE CABINETS AT “TYPE A” ACCESSIBLE UNITS. 11 SEE SHEET G-503 FOR PARTITION TYPES. PARTITIONS WITHIN UNITS ARE TYPE W24G (ACOUSTICAL) UON. 12 SEE SHEET A-600 FOR DOOR SCHEDULE. 13 SEE A-800 SERIES SHEETS FOR KITCHEN TYPES. 14 SEE A-810 SERIES SHEETS FOR BATHROOM TYPES. 15 SEE A-850 SERIES SHEETS FOR TYPICAL INTERIOR DETAILS AND FLOOR TRANSITIONS. 16 SEE SHEET G-401 FOR TYPICAL MOUNTING HEIGHTS. CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. FINISH PLAN NOTES 1 DIMENSIONS ARE TO FACE OF FINISH U.N.O. 2 SEE SHEET A-700 FOR FINISH SCHEDULE. 3 SEE RCPs (A-130 SERIES SHEETS) AND INTERIOR ELEVATIONS (A-700 FOR UNIT FINISHES & A-800 SERIES SHEETS) FOR ADDITIONAL FINISH INFORMATION. 4 SEE SHEET A-551 FOR FLOOR AND BASE TRANSITION DETAILS. 5 FLOOR MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS U.N.O. 6 FLOORING TO EXTEND UNDER COUNTERS, WORKSURFACES, APPLIANCES AND REMOVABLE BASE CABINETS. 7 PAINT TRANSITIONS TO OCCUR AT INSIDE CORNERS U.N.O. 8 UNIT PAINT GYP BOARD WALLS P-01 U.N.O. 9 UNIT PAINT DOOR FRAMES P-07 U.N.O. 10 UNIT BASE TO BE B-01 U.N.O. 11 PAINT EXPOSED CONDUIT, PIPING, ETC. TO MATCH ADJACENT FINISH. 12 VCT & CARPET TILE PATTERN TO BE CENTERED IN ROOM, UNO. 13 MTL RAILINGS & HAND RAILS TO BE PAINTED P-09 - RE: FIN SCHED, UNO. FURNITURE SHOWN FOR REFERENCE ONLY 13 2 (2) (15)(5) July 5, 2022 - Page 210 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING UNIT PLANS SHEET NUMBER: A1.2.2-B D REFREFDWW REFREFDWW84 W84 W24 W24 W24 W84 W24 W24 W24 W24W24 W26 W24W24 5 448 445 438 442 441 439 440 444 443 5 4 24' - 4 3/8" BED-1 BED-2 LIVING BED-3 BATH #2 KITCHEN BATH #1 437 UNIT 4-ADA B202 BED-2 B202 B-02 LVT-01 P-01 LVT-01T-01LVT-01T-01BED-1 BED-2 LIVING BED-3 KITCHEN T-02 T-03 T-03 UNIT 4-2 BATHB202 P-03 B-03 T-01 UNIT 4-2 BATHB202 P-03 B-03 T-01 LVT-01T-04 09.17 09.17 09.17 09.17 EQ EQ EQ EQ LIVING KITCHEN2' - 0" 2' - 0" CENTERED OVER ISLAND 06.05 W2 W1 W1 2' - 8" TYP. P1 5' - 3"9' - 0" BED-2 B202 P-02 BED-3 B202 P-02 BATH 2 B202 P-03 UNIT 4-ADA B202 P-02 BED 1 B202 P-02 BATH 1 B202 P-03 8'-0" 8'-0" 9'-0" 8'-0"8'-0" 8'-0" 8'-0" 9'-0" UNIT DOOR PANEL TYPES PANEL TYPE FP1 FLAT PANEL, SINGLE RE: SCHED. OPENING WIDTHRE: SCHED.OOPENING HEIGHTUNIT DOOR FRAME TYPES FRAME TYPE 1 3 1/4"3 1/4" RE: SCHED. OPENING WIDTH3 1/4"RE: SCHED.OPENING HEIGHTCEILING PLAN LEGEND GYP. BOARD ACT-01 ACCOUSTIC CEILING TILE CHANDELIER CEILING FAN WALL SCONCE FLUSH MOUNTWOOD PLANK WOOD PLANK WITH ACOUSTICAL BACKING PENDANT LIGHT SUPPLY/EXHAUST FAN RE: MECHANICAL CONCEALED FIRE SPRINKLER HEAD RE: FIRE PROTECTION OCCUPANCY SENSOR RE: ELECTRICAL EXIT SIGN. RE: ELECTRICAL MONO-POINT LIGHT. RE: LIGHTING Room name 1028 C-1 INDICATES CEILING HEIGHT ROOM NO. CEILING FINISH TROFFER LIGHT O.T.S OPEN TO STRUCTURE FINISH PLAN LEGEND T-01 INDICATES FLOOR TRANSITION STRIP LOCATION. TRANSITION DETAILS ON SHEET A-551 Room name 1028 RB-10 CPT-1 P-10 CPT-01 WO-01 LVT-01 WALL FINISH BASE FINISH FLOOR FINISH SC-01 ??CPT-1CPT-2 LVT-02 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 8:36:57 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ENLARGED UNIT PLAN - UNIT 4-ADA (PLAN/ RCP/FINISH/CODE) A-716A LOT 1 - EAST VAIL HOUSING Approver 1/4" = 1'-0"1 UNIT 4 ADA FLOOR PLAN 1/4" = 1'-0"3UNIT 4 ADA FINISH PLAN 1/4" = 1'-0"2UNIT 4 ADA RCP PLAN PROJECT FLAGNOTESNO.FLAGNOTE06.05 WOOD BEAM RE: STRUCTURAL09.17 WINDOW TREATMENT WIN-01 AT ALL UNIT WINDOW LOCATIONS V.I.FDOOR SCHEDULE FOR UNIT 4-ADAType MarkDOORHARDWARESET NO.FRAMEOPENINGWIDTHHEIGHT THICKNESS MATERIAL FINISHFRAMETYPEMATERIALUNIT-013' - 0"7' - 0"1 3/4"WD1WDUNIT-022' - 6"7' - 0"1 3/4"WD1WD UNIT RCP NOTES1 REFLECTED CEILING PLANS INDICATE CEILING HEIGHTS AND LOCATION OF LIGHTFIXTURES, DIFFUSERS, DEVICES, AND SIMILAR ITEMS. REFER TO ENGINEERINGDRAWINGS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL, HVAC,SPRINKLER AND LIFE SAFETY. IN THE EVENT OF A DISCREPANCY BETWEEN THEARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, SEEKCLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.2 COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCEFOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC. NECESSARY TOMAINTAIN THE CEILING HEIGHTS INDICATED.3 DIMENSIONS ARE TO FINISH U.N.O.4 ACCESS PANELS NOT SHOWN, BUT REQUIRED BY PLUMBING, MECHANICAL, ORELECTRICAL SYSTEMS, SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION.5 COORDINATE LOCATION OF FIRE SPRINKLER HEADS WITH ARCHITECT.6 LIGHT FIXTURES, SPRINKLER HEADS, AND OTHER CEILING DEVICES SHALL BEEQUALLY SPACED AND ALIGNED WITH ADJACENT ELEMENTS AND CENTERED ONCEILING TILE, U.N.O.7 PAINT GYPSUM BOARD CEILINGS P-02 U.N.O.8 PAINT GYP BOARD SOFFITS (VERTICAL AND HORIZONTAL SURFACES) P-02 U.N.O.9 PROVIDE UL-CLASSIFIED LIGHT FIXTURES OR ENCLOSURES IN RATED FLOOR/CEILINGASSEMBLIES IN ACCORDANCE WITH IBC CHAPTER 7.10 RE: ENLARGED UNIT PLANS A-700 SERIES FOR DIMENSIONS OF DECORATIVE FIXTURES11 CENTER ACT CEILING IN ROOM, UNOUNIT PLAN NOTES1 UNIT PLANS MAY BE MIRRORED AND/OR ROTATED RELATIVE TO THE FLOOR PLAN. REFER TO OVERALLFLOOR PLANS FOR LOCATION AND ORIENTATION OF UNITS.2 SEE OVERALL FLOOR PLANS FOR DEMISING PARTITIONS, UNIT/CORRIDOR PARTITIONS, UNIT ENTRY DOORS,BALCONIES AND EXTERIOR DOORS AND WINDOWS.3 DIMENSIONS ARE TO FACE OF STUD OR COLUMN CENTERLINE UON.4 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROMDOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.5 DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED.6 FURNITURE IS SHOWN FOR LAYOUT PURPOSES ONLY AND IS NIC.7 “TYPE A” AND “TYPE B” ACCESSIBLE UNITS ARE TO MEET IBC CHAPTER 11 AND ICC A117.1 CHAPTER 10.8 DEVICES SHALL BE MOUNTED BETWEEN 18" - 48" AFF. DEVICES INCLUDE OUTLETS, THERMOSTATS,SWITCHES, CONTROLS, AND OTHER DEVICES.9 PROVIDE GRAB BAR REINFORCEMENT AT ALL BATHROOMS. SEE SHEET G-401.10 FLOORING TO BE CONTINUOUS AND WALLS/CABINETS TO BE FINISHED UNDER APPLIANCES ANDREMOVABLE CABINETS AT “TYPE A” ACCESSIBLE UNITS.11 SEE SHEET G-503 FOR PARTITION TYPES. PARTITIONS WITHIN UNITS ARE TYPE W24G (ACOUSTICAL) UON.12 SEE SHEET A-600 FOR DOOR SCHEDULE.13 SEE A-800 SERIES SHEETS FOR KITCHEN TYPES.14 SEE A-810 SERIES SHEETS FOR BATHROOM TYPES.15 SEE A-850 SERIES SHEETS FOR TYPICAL INTERIOR DETAILS AND FLOOR TRANSITIONS.16 SEE SHEET G-401 FOR TYPICAL MOUNTING HEIGHTS.FINISH PLAN NOTES1 DIMENSIONS ARE TO FACE OF FINISH U.N.O.2 SEE SHEET A-700 FOR FINISH SCHEDULE.3 SEE RCPs (A-130 SERIES SHEETS) AND INTERIOR ELEVATIONS (A-700 FOR UNITFINISHES & A-800 SERIES SHEETS) FOR ADDITIONAL FINISH INFORMATION. 4 SEE SHEET A-551 FOR FLOOR AND BASE TRANSITION DETAILS. 5 FLOOR MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS U.N.O. 6 FLOORING TO EXTEND UNDER COUNTERS, WORKSURFACES, APPLIANCES AND REMOVABLE BASE CABINETS. 7 PAINT TRANSITIONS TO OCCUR AT INSIDE CORNERS U.N.O. 8 UNIT PAINT GYP BOARD WALLS P-01 U.N.O. 9 UNIT PAINT DOOR FRAMES P-07 U.N.O. 10 UNIT BASE TO BE B-01 U.N.O. 11 PAINT EXPOSED CONDUIT, PIPING, ETC. TO MATCH ADJACENT FINISH. 12 VCT & CARPET TILE PATTERN TO BE CENTERED IN ROOM, UNO. 13 MTL RAILINGS & HAND RAILS TO BE PAINTED P-09 - RE: FIN SCHED, UNO. DW REF REF DW REF REF BED-2 BED-1 BED-4 BED-3 KITCHEN BATH #1 BATH #2 388 405 393 402400 412 410 408 446 411 409401398 406 407392 A-8025Sim C301 UNIT 4-1LVT-01T-01 LVT-01 T-01 UNIT 4-1 C301 B-04 LVT-01 P-01 BED-2 BED-1 BED-4 BED-3 KITCHEN LIVING UNIT 4-1 BATHC301 P-03 B-03 T-01 UNIT 4-1 BATHC301 P-03 B-03 T-01 T-03 T-03 T-02 09.17 09.17 09.17 09.17 09.17 09.17 EQEQEQEQKITCHEN LIVING 2' - 0" 2' - 0" CENTER ON ISLAND BATH #2 C301 P-03 BATH #2 C301 P-03 06.05 BED-1 C301 P-02 BED-3 C301 P-02 BED-4 B112 P-02 BED-2 C301 P-02 2' - 8"2' - 8"W1 W1 W1 W1 TYP. P1 4' - 7"3' - 2"UNIT 4-1 C301 P-02 8'-0" 8'-0" 9'-0" 9'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" UNIT DOOR PANEL TYPES PANEL TYPE FP1 FLAT PANEL, SINGLE RE: SCHED. OPENING WIDTHRE: SCHED.OOPENING HEIGHTUNIT DOOR FRAME TYPES FRAME TYPE 1 3 1/4"3 1/4" RE: SCHED. OPENING WIDTH 3 1/4"RE: SCHED.OPENING HEIGHTCEILING PLAN LEGENDGYP. BOARD ACT-01 ACCOUSTIC CEILING TILE CHANDELIER CEILING FAN WALL SCONCE FLUSH MOUNTWOOD PLANK WOOD PLANK WITH ACOUSTICAL BACKING PENDANT LIGHT SUPPLY/EXHAUST FAN RE: MECHANICAL CONCEALED FIRE SPRINKLER HEAD RE: FIRE PROTECTION OCCUPANCY SENSOR RE: ELECTRICAL EXIT SIGN. RE: ELECTRICAL MONO-POINT LIGHT. RE: LIGHTING Room name 1028 C-1 INDICATES CEILING HEIGHT ROOM NO. CEILING FINISH TROFFER LIGHT O.T.S OPEN TO STRUCTURE FINISH PLAN LEGEND T-01 INDICATES FLOOR TRANSITION STRIP LOCATION. TRANSITION DETAILS ON SHEET A-551 Room name 1028 RB-10 CPT-1 P-10 CPT-01 WO-01 LVT-01 WALL FINISH BASE FINISH FLOOR FINISH SC-01 ??CPT-1CPT-2 LVT-02 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 8:36:55 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ENLARGED UNIT PLAN - UNIT 4-1 (PLAN /RCP/FINISH/CODE) A-713A LOT 1 - EAST VAIL HOUSING Approver 1/4" = 1'-0"1 UNIT 4-1 FLOOR PLAN 1/4" = 1'-0"3UNIT 4-1 FINISH PLAN 1/4" = 1'-0"2 UNIT 4-1 RCP PROJECT FLAGNOTESNO.FLAGNOTE06.05 WOOD BEAM RE: STRUCTURAL09.17 WINDOW TREATMENT WIN-01 AT ALL UNIT WINDOW LOCATIONS V.I.FDOOR SCHEDULE FOR UNIT 4-1TypeMarkDOORHARDWARESET NO.FRAMEOPENINGWIDTHHEIGHTTHICKNESSMATERIALFINISHFRAMETYPEMATERIALUNIT-01 3' - 0" 7' - 0" 1 3/4" WD 1 WDUNIT-02 2' - 6" 7' - 0" 1 3/4" WD 1 WD UNIT RCP NOTES1 REFLECTED CEILING PLANS INDICATE CEILING HEIGHTS AND LOCATION OF LIGHTFIXTURES, DIFFUSERS, DEVICES, AND SIMILAR ITEMS. REFER TO ENGINEERINGDRAWINGS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL, HVAC,SPRINKLER AND LIFE SAFETY. IN THE EVENT OF A DISCREPANCY BETWEEN THEARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, SEEKCLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.2 COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCEFOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC. NECESSARY TOMAINTAIN THE CEILING HEIGHTS INDICATED.3 DIMENSIONS ARE TO FINISH U.N.O.4 ACCESS PANELS NOT SHOWN, BUT REQUIRED BY PLUMBING, MECHANICAL, ORELECTRICAL SYSTEMS, SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION.5 COORDINATE LOCATION OF FIRE SPRINKLER HEADS WITH ARCHITECT.6 LIGHT FIXTURES, SPRINKLER HEADS, AND OTHER CEILING DEVICES SHALL BEEQUALLY SPACED AND ALIGNED WITH ADJACENT ELEMENTS AND CENTERED ONCEILING TILE, U.N.O.7 PAINT GYPSUM BOARD CEILINGS P-02 U.N.O.8 PAINT GYP BOARD SOFFITS (VERTICAL AND HORIZONTAL SURFACES) P-02 U.N.O.9 PROVIDE UL-CLASSIFIED LIGHT FIXTURES OR ENCLOSURES IN RATED FLOOR/CEILINGASSEMBLIES IN ACCORDANCE WITH IBC CHAPTER 7.10 RE: ENLARGED UNIT PLANS A-700 SERIES FOR DIMENSIONS OF DECORATIVE FIXTURES11 CENTER ACT CEILING IN ROOM, UNOUNIT PLAN NOTES1 UNIT PLANS MAY BE MIRRORED AND/OR ROTATED RELATIVE TO THE FLOOR PLAN. REFER TO OVERALLFLOOR PLANS FOR LOCATION AND ORIENTATION OF UNITS.2 SEE OVERALL FLOOR PLANS FOR DEMISING PARTITIONS, UNIT/CORRIDOR PARTITIONS, UNIT ENTRY DOORS,BALCONIES AND EXTERIOR DOORS AND WINDOWS.3 DIMENSIONS ARE TO FACE OF STUD OR COLUMN CENTERLINE UON.4 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROMDOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.5 DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED.6 FURNITURE IS SHOWN FOR LAYOUT PURPOSES ONLY AND IS NIC.7 “TYPE A” AND “TYPE B” ACCESSIBLE UNITS ARE TO MEET IBC CHAPTER 11 AND ICC A117.1 CHAPTER 10.8 DEVICES SHALL BE MOUNTED BETWEEN 18" - 48" AFF. DEVICES INCLUDE OUTLETS, THERMOSTATS,SWITCHES, CONTROLS, AND OTHER DEVICES.9 PROVIDE GRAB BAR REINFORCEMENT AT ALL BATHROOMS. SEE SHEET G-401.10 FLOORING TO BE CONTINUOUS AND WALLS/CABINETS TO BE FINISHED UNDER APPLIANCES ANDREMOVABLE CABINETS AT “TYPE A” ACCESSIBLE UNITS.11 SEE SHEET G-503 FOR PARTITION TYPES. PARTITIONS WITHIN UNITS ARE TYPE W24G (ACOUSTICAL) UON.12 SEE SHEET A-600 FOR DOOR SCHEDULE.13 SEE A-800 SERIES SHEETS FOR KITCHEN TYPES.14 SEE A-810 SERIES SHEETS FOR BATHROOM TYPES.15 SEE A-850 SERIES SHEETS FOR TYPICAL INTERIOR DETAILS AND FLOOR TRANSITIONS.16 SEE SHEET G-401 FOR TYPICAL MOUNTING HEIGHTS.FINISH PLAN NOTES1 DIMENSIONS ARE TO FACE OF FINISH U.N.O.2 SEE SHEET A-700 FOR FINISH SCHEDULE.3 SEE RCPs (A-130 SERIES SHEETS) AND INTERIOR ELEVATIONS (A-700 FOR UNITFINISHES & A-800 SERIES SHEETS) FOR ADDITIONAL FINISH INFORMATION.4 SEE SHEET A-551 FOR FLOOR AND BASE TRANSITION DETAILS.5 FLOOR MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS U.N.O.6 FLOORING TO EXTEND UNDER COUNTERS, WORKSURFACES, APPLIANCES ANDREMOVABLE BASE CABINETS.7 PAINT TRANSITIONS TO OCCUR AT INSIDE CORNERS U.N.O.8 UNIT PAINT GYP BOARD WALLS P-01 U.N.O.9 UNIT PAINT DOOR FRAMES P-07 U.N.O.10 UNIT BASE TO BE B-01 U.N.O.11 PAINT EXPOSED CONDUIT, PIPING, ETC. TO MATCH ADJACENT FINISH.12 VCT & CARPET TILE PATTERN TO BE CENTERED IN ROOM, UNO.13 MTL RAILINGS & HAND RAILS TO BE PAINTED P-09 - RE: FIN SCHED, UNO.REFDWREFDWREFDWA-802 6 686 635 633 630 631 BED-1 BED-2KITCHEN LIVING BATH UNIT 2-1 A202 BED-1 BED-2 KITCHEN BATH LIVING BATHA201 B-03 T-01 P-03 T-01LVT-01UNIT 2-1A202B-02LVT-01P-01 T-02 T-03 09.1709.17 09.17 BATH A201 P-02 W2 EQEQUNIT 2-1 A201 P-02 BED-1 A201 P-02 BED-2 A201 P-02 9'-0" 9'-0" 9'-0" 9'-0" ADA ACCESS TO WINDOW ADA ACCESS TO WINDOW ADA ACCESS TO WINDOW ICC/ANSI TYPE A BATH #1A202UNIT 2-1 60" MIN. DIA. TURNING CIRCLE 56" X 60" CFS 30" X 48" CFS 30" X 48" CFS 30" X 48" CFS 60" MIN. DIA. TURNING CIRCLE 60" MIN. DIA. TURNING CIRCLE 06.06 HOLD 1' - 6" MIN.3' - 0"ICC/ANSI TYPE B ICC/ANSI TYPE A KITCHEN K-4 ADA LIVING BED 1 BED 2 BED-1 BED-2 BATH LIVING KITCHEN UNIT DOOR PANEL TYPESPANEL TYPE FP1FLAT PANEL, SINGLERE: SCHED.OPENING WIDTHRE: SCHED.OOPENING HEIGHTUNIT DOOR FRAME TYPESFRAME TYPE 13 1/4"3 1/4"RE: SCHED.OPENING WIDTH3 1/4"RE: SCHED.OPENING HEIGHTFIRE RESISTANCE DESIGNATIONS FWFIRE WALL (IBC SECTION 706) FBFIRE BARRIER (IBC SECTION 707) SESHAFT ENCLOSURE (IBC SECTION 713) FPFIRE PARTITION (IBC SECTION 708) SBSMOKE BARRIER (IBC SECTION 709) SPSMOKE PARTITION (IBC SECTION 710) CODE SHEET GRAPHICS LEGEND23FWCHAPTER 7 CODECONSTRUCTIONDESIGNATION1 HR. RATED ASSEMBLY(30 MINUTES, WHEN PERMITTED)2 HR. RATED ASSEMBLY3 HR. RATED ASSEMBLYSMOKE PARTITION(NON-RATED ASSEMBLY)NON-RATED ASSEMBLYREQUIRED EXITDESIGNATIONEXIT LOAD AT DOORDIRECTION OF TRAVELNAMED PATH OF TRAVEL -SEESCHEDULE FOR TOTAL TRAVELDISTANCEEGRESSPATHFIRE EXTINGUISHER CABINETFECASIGNAGE TYPE TAGROOM101150 SF1002150A-2 ROOM NAMEROOM NO.OCCUPANCY LOAD FACTOR OCCUPANCY TYPEROOM AREAOCCUPANT LOAD# OF EXITS REQU.POINT OF ENTRY POINT OF EGRESSPOINT OF ACCESSIBLE ENTRY ACCESSIBLE ROUTE UNOCCUPIED CRAWL SPACE CEILING PLAN LEGENDGYP. BOARDACT-01ACCOUSTIC CEILING TILE CHANDELIERCEILING FANWALL SCONCEFLUSH MOUNTWOOD PLANK WOOD PLANK WITH ACOUSTICAL BACKING PENDANT LIGHTSUPPLY/EXHAUST FAN RE: MECHANICALCONCEALED FIRE SPRINKLER HEAD RE: FIRE PROTECTIONOCCUPANCY SENSOR RE: ELECTRICALEXIT SIGN. RE: ELECTRICAL MONO-POINT LIGHT. RE: LIGHTINGRoom name1028C-1 INDICATES CEILING HEIGHTROOM NO.CEILING FINISH TROFFER LIGHTO.T.S OPEN TO STRUCTUREFINISH PLAN LEGENDT-01 INDICATES FLOOR TRANSITION STRIP LOCATION. TRANSITION DETAILS ON SHEET A-551Room name1028RB-10CPT-1P-10 CPT-01WO-01LVT-01WALL FINISHBASE FINISHFLOOR FINISH SC-01??CPT-1CPT-2 LVT-02FLOOR PLAN LEGENDAREA NOT IN CONTRACTUNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 8:36:56 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ENLARGED UNIT PLAN - UNIT 2-ADA (PLAN/ RCP/FINISH/CODE/FURN) A-715 LOT 1 - EAST VAIL HOUSING Approver 1/4" = 1'-0"1 UNIT 2 ADA FLOOR PLAN 1/4" = 1'-0"2 UNIT 2 ADA FINISH PLAN 1/4" = 1'-0"3 UNIT 2 ADA RCP PLAN 1/4" = 1'-0"4 UNIT 2 ADA CODE PLAN 1/4" = 1'-0"5UNIT 2 ADA FURNITURE PLAN PROJECT FLAGNOTESNO.FLAGNOTE06.06 PROVIDE BLOCKING IN WALL FOR WALL-MOUNTED ITEMS. RE: INT. ELEV.FOR LOCATIONS09.17 WINDOW TREATMENT WIN-01 AT ALL UNIT WINDOW LOCATIONS V.I.FDOOR SCHEDULE FOR UNIT 2-ADATypeMarkDOORHARDWARESET NO.FRAMEOPENINGWIDTHHEIGHTTHICKNESSMATERIALFINISHFRAMETYPEMATERIALUNIT-01 3' - 0" 7' - 0" 1 3/4" WD1WDUNIT-02 2' - 6" 7' - 0" 1 3/4" WD1WD FURNITURE SHOWN FOR REFERENCE ONLY PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 8:36:56 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ENLARGED UNIT PLAN - UNIT 2-ADA (PLAN/ RCP/FINISH/CODE/FURN) A-715 LOT 1 - EAST VAIL HOUSING Approver UNIT RCP NOTES1 REFLECTED CEILING PLANS INDICATE CEILING HEIGHTS AND LOCATION OF LIGHTFIXTURES, DIFFUSERS, DEVICES, AND SIMILAR ITEMS. REFER TO ENGINEERINGDRAWINGS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL, HVAC,SPRINKLER AND LIFE SAFETY. IN THE EVENT OF A DISCREPANCY BETWEEN THEARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, SEEKCLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.2 COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCEFOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC. NECESSARY TOMAINTAIN THE CEILING HEIGHTS INDICATED.3 DIMENSIONS ARE TO FINISH U.N.O.4 ACCESS PANELS NOT SHOWN, BUT REQUIRED BY PLUMBING, MECHANICAL, ORELECTRICAL SYSTEMS, SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION.5 COORDINATE LOCATION OF FIRE SPRINKLER HEADS WITH ARCHITECT.6 LIGHT FIXTURES, SPRINKLER HEADS, AND OTHER CEILING DEVICES SHALL BEEQUALLY SPACED AND ALIGNED WITH ADJACENT ELEMENTS AND CENTERED ONCEILING TILE, U.N.O.7 PAINT GYPSUM BOARD CEILINGS P-02 U.N.O.8 PAINT GYP BOARD SOFFITS (VERTICAL AND HORIZONTAL SURFACES) P-02 U.N.O.9 PROVIDE UL-CLASSIFIED LIGHT FIXTURES OR ENCLOSURES IN RATED FLOOR/CEILINGASSEMBLIES IN ACCORDANCE WITH IBC CHAPTER 7.10 RE: ENLARGED UNIT PLANS A-700 SERIES FOR DIMENSIONS OF DECORATIVE FIXTURES11 CENTER ACT CEILING IN ROOM, UNOUNIT PLAN NOTES1 UNIT PLANS MAY BE MIRRORED AND/OR ROTATED RELATIVE TO THE FLOOR PLAN. REFER TO OVERALLFLOOR PLANS FOR LOCATION AND ORIENTATION OF UNITS.2 SEE OVERALL FLOOR PLANS FOR DEMISING PARTITIONS, UNIT/CORRIDOR PARTITIONS, UNIT ENTRY DOORS,BALCONIES AND EXTERIOR DOORS AND WINDOWS.3 DIMENSIONS ARE TO FACE OF STUD OR COLUMN CENTERLINE UON.4 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROMDOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.5 DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED.6 FURNITURE IS SHOWN FOR LAYOUT PURPOSES ONLY AND IS NIC.7 “TYPE A” AND “TYPE B” ACCESSIBLE UNITS ARE TO MEET IBC CHAPTER 11 AND ICC A117.1 CHAPTER 10.8 DEVICES SHALL BE MOUNTED BETWEEN 18" - 48" AFF. DEVICES INCLUDE OUTLETS, THERMOSTATS,SWITCHES, CONTROLS, AND OTHER DEVICES.9 PROVIDE GRAB BAR REINFORCEMENT AT ALL BATHROOMS. SEE SHEET G-401.10 FLOORING TO BE CONTINUOUS AND WALLS/CABINETS TO BE FINISHED UNDER APPLIANCES ANDREMOVABLE CABINETS AT “TYPE A” ACCESSIBLE UNITS.11 SEE SHEET G-503 FOR PARTITION TYPES. PARTITIONS WITHIN UNITS ARE TYPE W24G (ACOUSTICAL) UON.12 SEE SHEET A-600 FOR DOOR SCHEDULE.13 SEE A-800 SERIES SHEETS FOR KITCHEN TYPES.14 SEE A-810 SERIES SHEETS FOR BATHROOM TYPES.15 SEE A-850 SERIES SHEETS FOR TYPICAL INTERIOR DETAILS AND FLOOR TRANSITIONS.16 SEE SHEET G-401 FOR TYPICAL MOUNTING HEIGHTS.CODE PLAN NOTES1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS.2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3.3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT.4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 7165 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7.6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT.7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT.FINISH PLAN NOTES1 DIMENSIONS ARE TO FACE OF FINISH U.N.O.2 SEE SHEET A-700 FOR FINISH SCHEDULE.3 SEE RCPs (A-130 SERIES SHEETS) AND INTERIOR ELEVATIONS (A-700 FOR UNITFINISHES & A-800 SERIES SHEETS) FOR ADDITIONAL FINISH INFORMATION.4 SEE SHEET A-551 FOR FLOOR AND BASE TRANSITION DETAILS.5 FLOOR MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS U.N.O.6 FLOORING TO EXTEND UNDER COUNTERS, WORKSURFACES, APPLIANCES ANDREMOVABLE BASE CABINETS.7 PAINT TRANSITIONS TO OCCUR AT INSIDE CORNERS U.N.O.8 UNIT PAINT GYP BOARD WALLS P-01 U.N.O.9 UNIT PAINT DOOR FRAMES P-07 U.N.O.10 UNIT BASE TO BE B-01 U.N.O.11 PAINT EXPOSED CONDUIT, PIPING, ETC. TO MATCH ADJACENT FINISH.12 VCT & CARPET TILE PATTERN TO BE CENTERED IN ROOM, UNO.13 MTL RAILINGS & HAND RAILS TO BE PAINTED P-09 - RE: FIN SCHED, UNO.REFDWREFDWREFDWREFDW34' - 1 1/8"26' - 10 5/8"ALIGNBED-2 BED-1 BATH #1 702 698 705 707 708 706704 701 A-8025Sim KITCHEN LIVING UNIT 2-1 A203 W1 W1 BATH #1 A203 P-03 UNIT 2-1 A203 P-02 UNIT 2-1 A203 P-02 9'-0"EQ 2' - 8" EQ UNIT 2-1 A203 P-02 9'-0"8'-0" 8'-0" 9'-0" LVT-01T-01 T-02T-03 UNIT 2-1 A203 B-02 LVT-01 P-01 UNIT 2-1 A203 B-02 LVT-01 P-01 BATH #1 A203 B-03 T-01 P-03 KITCHEN A203 B-02 LVT-01 P-01 LIVING A203 B-02 LVT-01 P-01 09.17 09.17 09.17 BED-2 BED-1 BATH #1 LIVING 30" X 48" CFS 30" X 48" CFS 30" X 48" CFS 60" MIN. DIA. TURN CIRCLE 30" X 48" CFS ADA ACCESS TO WINDOW ADA ACCESS TO WINDOW ADA ACCESS TO WINDOW ICC/ANSI COMPLIANT TYPE B, OPTION B 06.06 1' - 5 7/8" KITCHEN K1 ICC/ANSI COMPLIANT TYPE B ICC/ANSI COMPLIANT TYPE B KITCHEN BED-2 BED-1 BATH #1 LIVING FIRE RESISTANCE DESIGNATIONS FW FIRE WALL (IBC SECTION 706) FB FIRE BARRIER (IBC SECTION 707) SE SHAFT ENCLOSURE (IBC SECTION 713) FP FIRE PARTITION (IBC SECTION 708) SB SMOKE BARRIER (IBC SECTION 709) SP SMOKE PARTITION (IBC SECTION 710) CODE SHEET GRAPHICS LEGEND 23 FW CHAPTER 7 CODE CONSTRUCTION DESIGNATION 1 HR. RATED ASSEMBLY (30 MINUTES, WHEN PERMITTED) 2 HR. RATED ASSEMBLY 3 HR. RATED ASSEMBLY SMOKE PARTITION (NON-RATED ASSEMBLY) NON-RATED ASSEMBLY REQUIRED EXIT DESIGNATION EXIT LOAD AT DOOR DIRECTION OF TRAVEL NAMED PATH OF TRAVEL -SEE SCHEDULE FOR TOTAL TRAVEL DISTANCE EGRESS PATH FIRE EXTINGUISHER CABINET FEC A SIGNAGE TYPE TAG ROOM 101 150 SF100 2 150A-2 ROOM NAME ROOM NO. OCCUPANCY LOAD FACTOR OCCUPANCY TYPE ROOM AREA OCCUPANT LOAD # OF EXITS REQU. POINT OF ENTRY POINT OF EGRESS POINT OF ACCESSIBLE ENTRY ACCESSIBLE ROUTE UNOCCUPIED CRAWL SPACE CEILING PLAN LEGEND GYP. BOARD ACT-01 ACCOUSTIC CEILING TILE CHANDELIER CEILING FAN WALL SCONCE FLUSH MOUNTWOOD PLANK WOOD PLANK WITH ACOUSTICAL BACKING PENDANT LIGHT SUPPLY/EXHAUST FAN RE: MECHANICAL CONCEALED FIRE SPRINKLER HEAD RE: FIRE PROTECTION OCCUPANCY SENSOR RE: ELECTRICAL EXIT SIGN. RE: ELECTRICAL MONO-POINT LIGHT. RE: LIGHTING Room name 1028 C-1 INDICATES CEILING HEIGHT ROOM NO. CEILING FINISH TROFFER LIGHT O.T.S OPEN TO STRUCTURE FINISH PLAN LEGEND T-01 INDICATES FLOOR TRANSITION STRIP LOCATION. TRANSITION DETAILS ON SHEET A-551 Room name 1028 RB-10 CPT-1 P-10 CPT-01 WO-01 LVT-01 WALL FINISH BASE FINISH FLOOR FINISH SC-01 ??CPT-1CPT-2 LVT-02 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE UNIT DOOR PANEL TYPES PANEL TYPE FP1 FLAT PANEL, SINGLE RE: SCHED. OPENING WIDTH RE: SCHED.OOPENING HEIGHTUNIT DOOR FRAME TYPES FRAME TYPE 1 3 1/4"3 1/4" RE: SCHED. OPENING WIDTH 3 1/4"RE: SCHED.OPENING HEIGHTPROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/13/2022 8:36:53 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 ENLARGED UNIT PLAN - UNIT 2-1 (PLAN/ RCP/FINISH/CODE/FURN) A-711 LOT 1 - EAST VAIL HOUSING Approver 1/4" = 1'-0"1 UNIT 2-1 FLOOR PLAN 1/4" = 1'-0"2 UNIT 2-1 RCP 1/4" = 1'-0"3 UNIT 2-1 FINISH PLAN 1/4" = 1'-0"4 UNIT 2-1 CODE PLAN 1/4" = 1'-0"5 UNIT 2-1 FURNITURE PLAN PROJECT FLAGNOTES NO.FLAGNOTE 06.06 PROVIDE BLOCKING IN WALL FOR WALL-MOUNTED ITEMS. RE: INT. ELEV. FOR LOCATIONS 09.17 WINDOW TREATMENT WIN-01 AT ALL UNIT WINDOW LOCATIONS V.I.F DOOR SCHEDULE FOR UNIT 2-1 Type Mark DOOR HARDWARE SET NO. FRAME OPENIN G WIDTH HEIGHT THICKNE SS MATERIAL FINISH FRAME TYPE MATERI AL UNIT-01 3' - 0" 7' - 0" 1 3/4"WD 1 WD UNIT-02 2' - 6" 7' - 0" 1 3/4"WD 1 WD UNIT RCP NOTES 1 REFLECTED CEILING PLANS INDICATE CEILING HEIGHTS AND LOCATION OF LIGHT FIXTURES, DIFFUSERS, DEVICES, AND SIMILAR ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF A DISCREPANCY BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, SEEK CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 2 COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCE FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC. NECESSARY TO MAINTAIN THE CEILING HEIGHTS INDICATED. 3 DIMENSIONS ARE TO FINISH U.N.O. 4 ACCESS PANELS NOT SHOWN, BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS, SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 5 COORDINATE LOCATION OF FIRE SPRINKLER HEADS WITH ARCHITECT. 6 LIGHT FIXTURES, SPRINKLER HEADS, AND OTHER CEILING DEVICES SHALL BE EQUALLY SPACED AND ALIGNED WITH ADJACENT ELEMENTS AND CENTERED ON CEILING TILE, U.N.O. 7 PAINT GYPSUM BOARD CEILINGS P-02 U.N.O. 8 PAINT GYP BOARD SOFFITS (VERTICAL AND HORIZONTAL SURFACES) P-02 U.N.O. 9 PROVIDE UL-CLASSIFIED LIGHT FIXTURES OR ENCLOSURES IN RATED FLOOR/CEILING ASSEMBLIES IN ACCORDANCE WITH IBC CHAPTER 7. 10 RE: ENLARGED UNIT PLANS A-700 SERIES FOR DIMENSIONS OF DECORATIVE FIXTURES 11 CENTER ACT CEILING IN ROOM, UNO UNIT PLAN NOTES 1 UNIT PLANS MAY BE MIRRORED AND/OR ROTATED RELATIVE TO THE FLOOR PLAN. REFER TO OVERALL FLOOR PLANS FOR LOCATION AND ORIENTATION OF UNITS. 2 SEE OVERALL FLOOR PLANS FOR DEMISING PARTITIONS, UNIT/CORRIDOR PARTITIONS, UNIT ENTRY DOORS, BALCONIES AND EXTERIOR DOORS AND WINDOWS. 3 DIMENSIONS ARE TO FACE OF STUD OR COLUMN CENTERLINE UON. 4 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 5 DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 6 FURNITURE IS SHOWN FOR LAYOUT PURPOSES ONLY AND IS NIC. 7 “TYPE A” AND “TYPE B” ACCESSIBLE UNITS ARE TO MEET IBC CHAPTER 11 AND ICC A117.1 CHAPTER 10. 8 DEVICES SHALL BE MOUNTED BETWEEN 18" - 48" AFF. DEVICES INCLUDE OUTLETS, THERMOSTATS, SWITCHES, CONTROLS, AND OTHER DEVICES. 9 PROVIDE GRAB BAR REINFORCEMENT AT ALL BATHROOMS. SEE SHEET G-401. 10 FLOORING TO BE CONTINUOUS AND WALLS/CABINETS TO BE FINISHED UNDER APPLIANCES AND REMOVABLE CABINETS AT “TYPE A” ACCESSIBLE UNITS. 11 SEE SHEET G-503 FOR PARTITION TYPES. PARTITIONS WITHIN UNITS ARE TYPE W24G (ACOUSTICAL) UON. 12 SEE SHEET A-600 FOR DOOR SCHEDULE. 13 SEE A-800 SERIES SHEETS FOR KITCHEN TYPES. 14 SEE A-810 SERIES SHEETS FOR BATHROOM TYPES. 15 SEE A-850 SERIES SHEETS FOR TYPICAL INTERIOR DETAILS AND FLOOR TRANSITIONS. 16 SEE SHEET G-401 FOR TYPICAL MOUNTING HEIGHTS. CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. FINISH PLAN NOTES 1 DIMENSIONS ARE TO FACE OF FINISH U.N.O. 2 SEE SHEET A-700 FOR FINISH SCHEDULE. 3 SEE RCPs (A-130 SERIES SHEETS) AND INTERIOR ELEVATIONS (A-700 FOR UNIT FINISHES & A-800 SERIES SHEETS) FOR ADDITIONAL FINISH INFORMATION. 4 SEE SHEET A-551 FOR FLOOR AND BASE TRANSITION DETAILS. 5 FLOOR MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS U.N.O. 6 FLOORING TO EXTEND UNDER COUNTERS, WORKSURFACES, APPLIANCES AND REMOVABLE BASE CABINETS. 7 PAINT TRANSITIONS TO OCCUR AT INSIDE CORNERS U.N.O. 8 UNIT PAINT GYP BOARD WALLS P-01 U.N.O. 9 UNIT PAINT DOOR FRAMES P-07 U.N.O. 10 UNIT BASE TO BE B-01 U.N.O. 11 PAINT EXPOSED CONDUIT, PIPING, ETC. TO MATCH ADJACENT FINISH. 12 VCT & CARPET TILE PATTERN TO BE CENTERED IN ROOM, UNO. 13 MTL RAILINGS & HAND RAILS TO BE PAINTED P-09 - RE: FIN SCHED, UNO. FURNITURE SHOWN FOR REFERENCE ONLY 13 2 (1)(6) (1) July 5, 2022 - Page 211 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS GRFA SHEET NUMBER: A1.2.3 W DW DDW 1,656 SF 1,656 SF Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,420 SF 683 SF 826 SF 827 SF 703 SF Gross Area PlanCommon Spaces DeductionGRFAUnit GFRA1,652 SF1,656 SF 1,663 SF 1,328 SF 1,653 SF1,656 SF870 SF787 SF 785 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE ®5/12/2022 2:24:41 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-700 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2LEVEL 0 - ZONE C 1/8" = 1'-0"1LEVEL 1 - ZONE C W DW DDW 1,656 SF 1,656 SF Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,420 SF 683 SF 826 SF 827 SF 703 SF Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,652 SF 1,656 SF 1,663 SF 1,328 SF 1,653 SF 1,656 SF 870 SF 787 SF 785 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/12/2022 2:24:41 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-700 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2LEVEL 0 - ZONE C 1/8" = 1'-0"1LEVEL 1 - ZONE C W DW DDW 1,656 SF 1,656 SF Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,420 SF 683 SF 826 SF 827 SF 703 SF Gross Area PlanCommon Spaces DeductionGRFAUnit GFRA1,652 SF1,656 SF 1,663 SF 1,328 SF 1,653 SF1,656 SF870 SF787 SF 785 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE ®5/12/2022 2:24:41 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-700 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2 LEVEL 0 - ZONE C 1/8" = 1'-0"1 LEVEL 1 - ZONE C W DW DDW 1,656 SF 1,656 SF Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,420 SF 683 SF 826 SF 827 SF 703 SF Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,652 SF 1,656 SF 1,663 SF 1,328 SF 1,653 SF 1,656 SF 870 SF 787 SF 785 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/12/2022 2:24:41 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-700 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2 LEVEL 0 - ZONE C 1/8" = 1'-0"1 LEVEL 1 - ZONE C DN DN DW REF REF REFREFDWREFREFDWDW REF REFREFDWREFDWREF DWREFDWSTORAGE STORAGE CORRIDOR UNIT 2-1 A401 RE: A-711 UNIT 4-1 C402 RE: A-713 UNIT 4-1 C401 RE: A-713 UNIT 2-1 A402 RE: A-711 UNIT 2-1 A404 RE: A-711 UNIT 2-1 A403 RE: A-711 STAIR C C410 CORRIDOR UNIT 4-2 B402 RE: A-714A UNIT 4-2 B401 RE: A-714A STAIR B B410 STORAGE CORRIDOR G1 G1 G1 G1 G1 G1 G1 G1 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/12/2022 1:43:40 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 3 FLOOR PLAN - OVERALL A-104 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL FLOOR PLAN NOTES1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN UP DN UP DW REF REF DW REF REF REFREFDWREFREFDWREFDWREFDWREFDWREFDWSTORAGESTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 RE: A-714A UNIT 2-1 A301 RE: A-711 UNIT 2-1 A302 RE: A-711 UNIT 2-1 A304 RE: A-711 UNIT 2-1 A303 RE: A-711 STAIR C C310 UNIT 4-1 C301 RE: A-713 UNIT 4-1 C302 RE: A-713 CORRIDORSTORAGE CORRIDOR UNIT 4-2 B302 RE: A-714A STORAGEROOF BELOW G1 G1 G1 G1 G1 G1 G1 G1 FLOOR PLAN LEGENDAREA NOT IN CONTRACTUNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE ®5/12/2022 1:51:55 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 2 FLOOR PLAN - OVERALL A-103 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2 LEVEL 2 FLOOR PLAN - OVERALL FLOOR PLAN NOTES1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O.3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED.4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O.5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O.6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES.7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O.8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7.10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION.11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION.12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS.13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS.14 SEE A-600 SERIES FOR DOOR SCHEDULE.15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH W DW DDW 1,656 SF 1,656 SF Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,420 SF 683 SF 826 SF 827 SF 703 SF Gross Area PlanCommon Spaces DeductionGRFAUnit GFRA1,652 SF1,656 SF 1,663 SF 1,328 SF 1,653 SF1,656 SF870 SF787 SF 785 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE ®5/12/2022 2:24:41 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-700 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2LEVEL 0 - ZONE C 1/8" = 1'-0"1LEVEL 1 - ZONE C July 5, 2022 - Page 212 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS GRFA SHEET NUMBER: A1.2.4 Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,653 SF 677 SF 1,656 SF 1,651 SF1,651 SF 557 SF 1,653 SF 1,656 SF 677 SF Gross Area PlanCommon Spaces DeductionGRFAUnit GFRA1,652 SF678 SF1,656 SF 1,653 SF 544 SF 1,653 SF 1,653 SF677 SF1,657 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE ®5/12/2022 2:24:42 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-701 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2LEVEL 2 - ZONE C 1/8" = 1'-0"1LEVEL 3 - ZONE C Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,653 SF 677 SF 1,656 SF 1,651 SF1,651 SF 557 SF 1,653 SF 1,656 SF 677 SF Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,652 SF 678 SF 1,656 SF 1,653 SF 544 SF 1,653 SF 1,653 SF 677 SF 1,657 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/12/2022 2:24:42 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-701 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2LEVEL 2 - ZONE C 1/8" = 1'-0"1LEVEL 3 - ZONE C Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,653 SF 677 SF 1,656 SF 1,651 SF1,651 SF 557 SF 1,653 SF 1,656 SF 677 SF Gross Area PlanCommon Spaces DeductionGRFAUnit GFRA1,652 SF678 SF1,656 SF 1,653 SF 544 SF 1,653 SF 1,653 SF677 SF1,657 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE ®5/12/2022 2:24:42 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-701 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2 LEVEL 2 - ZONE C 1/8" = 1'-0"1 LEVEL 3 - ZONE C Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,653 SF 677 SF 1,656 SF 1,651 SF1,651 SF 557 SF 1,653 SF 1,656 SF 677 SF Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,652 SF 678 SF 1,656 SF 1,653 SF 544 SF 1,653 SF 1,653 SF 677 SF 1,657 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/12/2022 2:24:42 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-701 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2 LEVEL 2 - ZONE C 1/8" = 1'-0"1 LEVEL 3 - ZONE C DN DN DW REF REF REFREFDWREFREFDWDW REF REFREFDWREFDWREF DWREFDWSTORAGE STORAGE CORRIDOR UNIT 2-1 A401 RE: A-711 UNIT 4-1 C402 RE: A-713 UNIT 4-1 C401 RE: A-713 UNIT 2-1 A402 RE: A-711 UNIT 2-1 A404 RE: A-711 UNIT 2-1 A403 RE: A-711 STAIR C C410 CORRIDOR UNIT 4-2 B402 RE: A-714A UNIT 4-2 B401 RE: A-714A STAIR B B410 STORAGE CORRIDOR G1 G1 G1 G1 G1 G1 G1 G1 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/12/2022 1:43:40 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 3 FLOOR PLAN - OVERALL A-104 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL FLOOR PLAN NOTES1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY, COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, OR COLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOOD STUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THE CONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATED ASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN UP DN UP DW REF REF DW REF REF REFREFDWREFREFDWREFDWREFDWREFDWREFDWSTORAGESTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 RE: A-714A UNIT 2-1 A301 RE: A-711 UNIT 2-1 A302 RE: A-711 UNIT 2-1 A304 RE: A-711 UNIT 2-1 A303 RE: A-711 STAIR C C310 UNIT 4-1 C301 RE: A-713 UNIT 4-1 C302 RE: A-713 CORRIDORSTORAGE CORRIDOR UNIT 4-2 B302 RE: A-714A STORAGEROOF BELOW G1 G1 G1 G1 G1 G1 G1 G1 FLOOR PLAN LEGENDAREA NOT IN CONTRACTUNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE ®5/12/2022 1:51:55 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 2 FLOOR PLAN - OVERALL A-103 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2 LEVEL 2 FLOOR PLAN - OVERALL FLOOR PLAN NOTES1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O.3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED.4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O.5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O.6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES.7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O.8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION.9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7.10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION.11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION.12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS.13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS.14 SEE A-600 SERIES FOR DOOR SCHEDULE.15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH W DW DDW 1,656 SF 1,656 SF Gross Area Plan Common Spaces Deduction GRFA Unit GFRA 1,420 SF 683 SF 826 SF 827 SF 703 SF Gross Area PlanCommon Spaces DeductionGRFAUnit GFRA1,652 SF1,656 SF 1,663 SF 1,328 SF 1,653 SF1,656 SF870 SF787 SF 785 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE ®5/12/2022 2:24:41 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-700 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"2LEVEL 0 - ZONE C 1/8" = 1'-0"1LEVEL 1 - ZONE C July 5, 2022 - Page 213 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver GROSS FLOOR AREA LEVEL 0 BUILDING LAUNDRY/ STORAGE/ OFFICE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST BELOW GRADE 389.65 SF ABOVE GRADE 294.48 SF ABOVE GRADE 148.59 SF ABOVE GRADESOUTH1766.92 SF ABOVE GRADE 1392.99 SF BELOW GRADE 2662.17 SF BELOW GRADE 670.61 SF BELOW GRADE 378.15 SF BELOW GRADE ABOVE GRADE 2707.92 SF OF WALL BELOW GRADE/ 5307.56 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFA PER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON) LEVEL 1 -12,042 SF (INCLUDING COMMON) LEVEL 2 -11,835 SF (INCLUDING COMMON) LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRA EXCLUDE COMMON GFRA EXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF 8,899 SF 3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF 77' - 0"68' - 0"67' - 5"3' - 11"10' - 10"60' - 7 1/8"7' - 5 7/8"17' - 6"6' - 6 1/8"58' - 3 7/8"3' - 8"PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/3/2022 10:27:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-702 LOT 1 - EAST VAIL HOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS GROSS FLOOR AREA LEVEL 0 BUILDING COMMUNITY ROOM / STORAGE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST10' - 10"67' - 0 1/4"11' - 0 5/32"68' - 0"11' - 0"77' - 6"10' - 10"10' - 10"47' - 6 33/64"47' - 4 73/256" BELOW GRADE 241.40 SF ABOVE GRADE 203.92 SF ABOVE GRADE 0 SF ABOVE GRADE 11' - 0"77' - 6" 68' - 0" 67' - 0 1/4"10' - 10"11' - 0 5/32"SOUTH 2359.64 SF ABOVE GRADE 0 SF BELOW GRADE 2359.64 SF BELOW GRADE 273.65 SF BELOW GRADE 309.12 SF BELOW GRADE ABOVE GRADE 2,942.41 SF OF WALL BELOW GRADE/ 5,747.37 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFA PER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON) LEVEL 1 -12,042 SF (INCLUDING COMMON) LEVEL 2 -11,835 SF (INCLUDING COMMON) LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRA EXCLUDE COMMON GFRA EXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF 8,899 SF 3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®3/11/2022 11:33:46 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 GROSS AREA G-702 LOT 1 - EAST VAIL HOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS GROSS FLOOR AREA LEVEL 0 BUILDING LAUNDRY/ STORAGE/ OFFICE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST BELOW GRADE 389.65 SF ABOVE GRADE 294.48 SF ABOVE GRADE 148.59 SF ABOVE GRADE SOUTH 1766.92 SF ABOVE GRADE 1392.99 SF BELOW GRADE 2662.17 SF BELOW GRADE 670.61 SF BELOW GRADE 378.15 SF BELOW GRADE ABOVE GRADE 2707.92 SF OF WALL BELOW GRADE/ 5307.56 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFA PER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON) LEVEL 1 -12,042 SF (INCLUDING COMMON) LEVEL 2 -11,835 SF (INCLUDING COMMON) LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRA EXCLUDE COMMON GFRA EXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF 8,899 SF 3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF 77' - 0" 68' - 0" 67' - 5"3' - 11"10' - 10"60' - 7 1/8"7' - 5 7/8"17' - 6"6' - 6 1/8"58' - 3 7/8"3' - 8"PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:27:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-702 LOT 1 - EAST VAIL HOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING GRFA CALCS SHEET NUMBER: A1.2.5 July 5, 2022 - Page 214 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ROOF PLAN SHEET NUMBER: A1:3.04:124:124:124:126:12 6:12 6:12 6:12 4:124:124:124:124:124:124:124:126:126:12 6:126:12 153' - 8 1/4" 149' - 7 1/2" 158' - 10 1/4"161' - 2 1/4" 159' - 8 1/4" 155' - 7 3/4" 155' - 7 3/4" 149' - 7 3/4" 07.13 07.1307.13 07.1307.07 07.07 07.07 07.14 07.14 07.14 2' - 0"CLR. 5' - 5 3/4"EQ EQEQEQ EQ EQ 5' - 6"2' - 2" 5' - 5 3/4"EQ EQ 1' - 7"TYP.TYP. TYP. TYP.TYP. TYP. TYP. TYP. TYP. 142' - 10 1/4" 142' - 10 1/4"142' - 10 1/4" 147' - 0 1/4" 26.1726.1726.17 26.17 148' - 10 1/4" 147' - 0 1/4" 149' - 7 3/4"149' - 3 3/4" 148' - 7 3/4" 142' - 10 1/4" 149' - 4 1/4" 148' - 8 1/4" 149' - 4 1/4"148' - 10 1/4"148' - 10 1/4" EXTERIOR FACE OF WALLS BELOW TYP. 2' - 0"3' - 9"2' - 3"3' - 9"6:126:12 6:12 6:12 5' - 8"5' - 8"4:124:124:124:124:124:126:126:12 6:12 6:12 6:12 6:12 4:126:126:12 4:1207.1307.13 07.1307.13 6' - 10" 6' - 10" 6' - 11" 6' - 11" 7' - 6 1/4" 7' - 6 1/4" 27' - 5 3/8" 21' - 1 1/8"6' - 10 1/8" 6' - 10 1/8"15' - 7"5' - 10 1/2"13' - 8 1/4"5' - 2 1/2"5' - 2 1/2"5' - 10 1/2"21' - 0 7/8"4' - 5 3/4"67' - 3 1/2"27' - 6" 9' - 0 1/8"5' - 8 1/2"8' - 5 5/8"5' - 6 5/8"8' - 6 3/4"9' - 5 1/2" 27' - 6"67' - 3 1/2"28' - 9 1/8"109' - 6 3/4" 121' - 7 3/4" 120' - 3 1/2" 112' - 10" 109' - 6 3/4" 124' - 5 1/2" 122' - 7" 123' - 11 3/4" 123' - 11 1/4"123' - 11 1/4" 127' - 2 1/4" 126' - 11 1/4" 130' - 2" 126' - 11 1/4" 128' - 7 3/4" 130' - 5 3/4" 127' - 7 3/4" 116' - 10" 116' - 10" 126' - 4 1/4" 137' - 2 1/4" 07.13 07.13 MATERIAL LEGEND STANDING SEAM METAL ROOF SOLAR READY ROOF AREA PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/12/2022 2:55:22 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 MAIN ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.07 PRE-FINISHED METAL GUTTER W/ HEAT TRACE 07.13 SNOW MELT 07.14 SNOW FENCE 26.17 SOLAR PANELS, RE: ELEC ROOF PLAN NOTES1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT.2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES.3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE CONTINUOUSLY HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTEND CONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOW THE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE AN ENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNT THE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM, SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING, DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THE RETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THERE MUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDER THE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BE LOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THE SNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OF SNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCE SUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN 30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BE FORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN PROJECT NORTH4:124:124:124:126:12 6:12 6:12 6:12 4:124:124:124:124:124:124:124:126:126:12 6:126:12 153' - 8 1/4" 149' - 7 1/2" 158' - 10 1/4"161' - 2 1/4" 159' - 8 1/4" 155' - 7 3/4" 155' - 7 3/4" 149' - 7 3/4" 07.13 07.1307.13 07.1307.07 07.07 07.07 07.14 07.14 07.14 2' - 0"CLR. 5' - 5 3/4"EQ EQEQEQ EQ EQ 5' - 6"2' - 2" 5' - 5 3/4"EQ EQ 1' - 7"TYP.TYP. TYP. TYP.TYP. TYP. TYP. TYP. TYP. 142' - 10 1/4" 142' - 10 1/4"142' - 10 1/4" 147' - 0 1/4" 26.1726.1726.17 26.17 148' - 10 1/4" 147' - 0 1/4" 149' - 7 3/4"149' - 3 3/4" 148' - 7 3/4" 142' - 10 1/4" 149' - 4 1/4" 148' - 8 1/4" 149' - 4 1/4"148' - 10 1/4"148' - 10 1/4" EXTERIOR FACE OF WALLS BELOW TYP. 2' - 0"3' - 9"2' - 3"3' - 9"6:126:12 6:12 6:12 5' - 8"5' - 8"4:124:124:124:124:124:126:126:12 6:12 6:12 6:12 6:12 4:126:126:12 4:1207.1307.13 07.1307.13 6' - 10" 6' - 10"6' - 11" 6' - 11" 7' - 6 1/4" 7' - 6 1/4" 27' - 5 3/8"21' - 1 1/8"6' - 10 1/8" 6' - 10 1/8"15' - 7"5' - 10 1/2"13' - 8 1/4"5' - 2 1/2"5' - 2 1/2"5' - 10 1/2"21' - 0 7/8"4' - 5 3/4"67' - 3 1/2"27' - 6" 9' - 0 1/8"5' - 8 1/2"8' - 5 5/8"5' - 6 5/8"8' - 6 3/4"9' - 5 1/2" 27' - 6"67' - 3 1/2"28' - 9 1/8"109' - 6 3/4" 121' - 7 3/4" 120' - 3 1/2" 112' - 10" 109' - 6 3/4" 124' - 5 1/2" 122' - 7" 123' - 11 3/4" 123' - 11 1/4"123' - 11 1/4" 127' - 2 1/4" 126' - 11 1/4" 130' - 2" 126' - 11 1/4" 128' - 7 3/4" 130' - 5 3/4" 127' - 7 3/4" 116' - 10" 116' - 10" 126' - 4 1/4" 137' - 2 1/4" 07.13 07.13 MATERIAL LEGEND STANDING SEAM METAL ROOF SOLAR READY ROOF AREA PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE ®5/12/2022 2:55:22 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 MAIN ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.07 PRE-FINISHED METAL GUTTER W/ HEAT TRACE 07.13 SNOW MELT 07.14 SNOW FENCE 26.17 SOLAR PANELS, RE: ELEC ROOF PLAN NOTES1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT.2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES.3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE CONTINUOUSLY HEAT TRACED.4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTENDCONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING.5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS.6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOWTHE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE ANENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNTTHE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TOPROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING,DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THERETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THEREMUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDERTHE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BELOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROMEAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THESNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OFSNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCE SUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN 30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BE FORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN PROJECT NORTHJuly 5, 2022 - Page 215 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.0 LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" 153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 TYP. LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" 159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" G1G1 G1G1 G1G1 G1G1 TYP. 157' - 7 3/4" 157'-7 5/8" 151'-7 5/8" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/13/2022 11:35:01 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' 1 THE TERM “GC” SHALL MEAN THE GENERAL CONTRACTOR AND ITSSUB-CONTRACTORS.2 THE GC SHALL THOROUGHLY FAMILIARIZE ITSELF WITH THE CONTRACT DOCUMENTSAND THE SITE. SHOULD THE GC FIND DISCREPANCIES IN, OR OMISSIONS FROM THEDRAWINGS OR SPECIFICATIONS, SHOULD THE GC BE IN DOUBT AS TO THEIR INTENTOR MEANING, OR HAS QUESTIONS CONCERNING CONSTRUCTABILITY OR CODECOMPLIANCE, THE GC SHALL SEEK CLARIFICATION FROM THE ARCHITECT BEFOREPROCEEDING WITH THE WORK. SHOULD A CONFLICT OCCUR BETWEEN THEDRAWINGS AND SPECIFICATIONS THAT IMPLYING GREATER QUANTITY OR QUALITYSHALL PREVAIL.3 THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE A COMPLETE PROJECT.EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED ORSHOWN. UNLESS EXPRESSLY STATED, SYSTEMS AND EQUIPMENT SHALL BECOMPLETELY OPERATIONAL. PROVIDE INCIDENTAL, ACCESSORY, AND ANY OTHERITEMS NOT SPECIFIED, BUT REQUIRED, FOR A COMPLETE AND FINISHED ASSEMBLY.4 THE ENTIRE SET OF CONTRACT DOCUMENTS REPRESENT THE PROJECT AS A WHOLE. THE GC IS RESPONSIBLE FOR PROVIDING SUFFICIENT INFORMATION TO ITS SUB-CONTRACTORS TO DETERMINE AND PERFORM THEIR SCOPE OF WORK. 5 ANY ELECTRONIC CAD AND/OR BUILDING INFORMATION MODELING (BIM) FILES PROVIDED BY THE ARCHITECT OR ITS CONSULTANTS IS SOLELY TO ASSIST THE GC IN PREPARATION OF SHOP DRAWINGS AND/OR LAYOUT OF THE PROJECT. CAD AND BIM FILES ARE NOT A PART OF THE CONTRACT DOCUMENTS AND ANY INFORMATION CONTAINED THEREIN DOES NOT SUPERSEDE ANY INFORMATION ON THE CONTRACT DOCUMENTS. 6 THE GC IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, COORDINATION OF TRADES, AND SCHEDULING OF THE WORK. 7 THE GC SHALL NOT REVISE, SUBSTITUTE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 8 NOT EVERY CONDITION MAY BE DRAWN OR DETAILED. CONDITIONS SIMILAR TO DETAILED CONDITIONS SHALL BE CONSTRUCTED TO THE SAME SIZE AND CHARACTER AS THOSE FOR SIMILAR CONDITIONS. 9 THE GC SHALL FOLLOW THE RECOMMENDATIONS OF THE OWNER’S GEOTECHNICAL CONSULTANT. SHOULD THE GC FIND DISCREPANCIES WITH THE CONTRACT DOCUMENTS, THE GC SHALL SEEK CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 10 DO NOT SCALE DRAWINGS. 11 PROVIDE NECESSARY BLOCKING IN WALLS, PARTITIONS, AND CEILINGS FOR ITEMS INCLUDING, BUT NOT LIMITED TO: CEILING AND PARTITION-MOUNTED FIXTURES, GRAB BARS, HANDRAILS, TOILET ACCESSORIES, CABINETRY, PANELING, COUNTERTOPS, SHELVES, CLOSET RODS, WHITE BOARDS, AND DECORATIVE ELEMENTS. 12 THE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF OZ ARCHITECTURE, INC. AND ITS CONSULTANTS AND ARE TO BE USED AS INSTRUMENTS OF SERVICE FOR CONSTRUCTION OF THIS PROJECT ONLY. USE OF THESE DOCUMENTS BY THE GC FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF OZ ARCHITECTURE IS PROHIBITED. 13 REFER TO THE SURVEY BY AUTHOR AND DATE; REFER TO SHEET GXXX WHICH MAKES THE SURVEY PART OF THE CONSTRUCTION DOCUMENTS BY REFERENCE. 14 REFER TO THE SOILS REPORT BY AUTHOR AND DATE; REFER TO APPENDIX X OF THE PROJECT MANUAL WHICH INCORPORATES SAID SOILS REPORT INTO THE CONSTRUCTION DOCUMENTS BY REFERENCE. 15 REFER TO ANY OTHER REPORTS THAT ARE INCLUDED IN THE PROJECT MANUAL FOR REFERENCE. ENVIRONMENTAL REPORTS, WATERPROOFING, CODE/LIFE SAFETY/ADA, ETC. 16 REFER TO ZONING SUMMARY ON THE SHEET FOR CASE NUMBERS FOR PEC AND DRB APPLICATIONS WHAT WERE PREVIOUSLY APPROVED ON THE PROJECT. LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A 110' -10" LEVEL 2 -ZONE A 121' -8" SPRING POINT - ZONE A 142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C 116' -10" LEVEL 2 -ZONE C 127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C 148' -2" 153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 TYP. LEVEL 3 -ZONE A 132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C 138' -6" SPRING POINT_ZONE C148' -2" 159' - 8 1/4"161' - 2 1/4"158' - 10 1/4" 153' - 8 1/4" G1G1 G1G1 G1G1 G1G1 TYP. 157' - 7 3/4"157'-7 5/8" 151'-7 5/8" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 11:35:01 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' 1 THE TERM “GC” SHALL MEAN THE GENERAL CONTRACTOR AND ITSSUB-CONTRACTORS.2 THE GC SHALL THOROUGHLY FAMILIARIZE ITSELF WITH THE CONTRACT DOCUMENTSAND THE SITE. SHOULD THE GC FIND DISCREPANCIES IN, OR OMISSIONS FROM THEDRAWINGS OR SPECIFICATIONS, SHOULD THE GC BE IN DOUBT AS TO THEIR INTENTOR MEANING, OR HAS QUESTIONS CONCERNING CONSTRUCTABILITY OR CODECOMPLIANCE, THE GC SHALL SEEK CLARIFICATION FROM THE ARCHITECT BEFOREPROCEEDING WITH THE WORK. SHOULD A CONFLICT OCCUR BETWEEN THEDRAWINGS AND SPECIFICATIONS THAT IMPLYING GREATER QUANTITY OR QUALITYSHALL PREVAIL.3 THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE A COMPLETE PROJECT.EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED ORSHOWN. UNLESS EXPRESSLY STATED, SYSTEMS AND EQUIPMENT SHALL BECOMPLETELY OPERATIONAL. PROVIDE INCIDENTAL, ACCESSORY, AND ANY OTHERITEMS NOT SPECIFIED, BUT REQUIRED, FOR A COMPLETE AND FINISHED ASSEMBLY.4 THE ENTIRE SET OF CONTRACT DOCUMENTS REPRESENT THE PROJECT AS A WHOLE.THE GC IS RESPONSIBLE FOR PROVIDING SUFFICIENT INFORMATION TO ITSSUB-CONTRACTORS TO DETERMINE AND PERFORM THEIR SCOPE OF WORK.5 ANY ELECTRONIC CAD AND/OR BUILDING INFORMATION MODELING (BIM) FILESPROVIDED BY THE ARCHITECT OR ITS CONSULTANTS IS SOLELY TO ASSIST THE GC INPREPARATION OF SHOP DRAWINGS AND/OR LAYOUT OF THE PROJECT. CAD AND BIMFILES ARE NOT A PART OF THE CONTRACT DOCUMENTS AND ANY INFORMATIONCONTAINED THEREIN DOES NOT SUPERSEDE ANY INFORMATION ON THE CONTRACTDOCUMENTS.6 THE GC IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, COORDINATION OF TRADES, AND SCHEDULING OF THE WORK. 7 THE GC SHALL NOT REVISE, SUBSTITUTE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 8 NOT EVERY CONDITION MAY BE DRAWN OR DETAILED. CONDITIONS SIMILAR TO DETAILED CONDITIONS SHALL BE CONSTRUCTED TO THE SAME SIZE AND CHARACTER AS THOSE FOR SIMILAR CONDITIONS. 9 THE GC SHALL FOLLOW THE RECOMMENDATIONS OF THE OWNER’S GEOTECHNICAL CONSULTANT. SHOULD THE GC FIND DISCREPANCIES WITH THE CONTRACT DOCUMENTS, THE GC SHALL SEEK CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 10 DO NOT SCALE DRAWINGS. 11 PROVIDE NECESSARY BLOCKING IN WALLS, PARTITIONS, AND CEILINGS FOR ITEMS INCLUDING, BUT NOT LIMITED TO: CEILING AND PARTITION-MOUNTED FIXTURES, GRAB BARS, HANDRAILS, TOILET ACCESSORIES, CABINETRY, PANELING, COUNTERTOPS, SHELVES, CLOSET RODS, WHITE BOARDS, AND DECORATIVE ELEMENTS. 12 THE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF OZ ARCHITECTURE, INC. AND ITS CONSULTANTS AND ARE TO BE USED AS INSTRUMENTS OF SERVICE FOR CONSTRUCTION OF THIS PROJECT ONLY. USE OF THESE DOCUMENTS BY THE GC FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF OZ ARCHITECTURE IS PROHIBITED. 13 REFER TO THE SURVEY BY AUTHOR AND DATE; REFER TO SHEET GXXX WHICH MAKES THE SURVEY PART OF THE CONSTRUCTION DOCUMENTS BY REFERENCE. 14 REFER TO THE SOILS REPORT BY AUTHOR AND DATE; REFER TO APPENDIX X OF THE PROJECT MANUAL WHICH INCORPORATES SAID SOILS REPORT INTO THE CONSTRUCTION DOCUMENTS BY REFERENCE. 15 REFER TO ANY OTHER REPORTS THAT ARE INCLUDED IN THE PROJECT MANUAL FOR REFERENCE. ENVIRONMENTAL REPORTS, WATERPROOFING, CODE/LIFE SAFETY/ADA, ETC. 16 REFER TO ZONING SUMMARY ON THE SHEET FOR CASE NUMBERS FOR PEC AND DRB APPLICATIONS WHAT WERE PREVIOUSLY APPROVED ON THE PROJECT. 1 1 1 2 2 2 2 2 2 3 3 3 4 4 4 5 5 5 STANDING SEAM METAL ROOF CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT STUCCO W. EXPANSIONS: LIGHT SAND FINISH SW9104 - WOVEN WICKER 8X8 TIMBER July 5, 2022 - Page 216 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver 2 ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.1 1 2 3 4 5 LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/13/2022 11:38:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B 124' -8" LEVEL 3 -ZONE B 135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B 124' -8" LEVEL 3 -ZONE B 135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE A 100' -0" LEVEL 3 -ZONE A 132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C 127' -8" LEVEL 3 -ZONE C138' -6"SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C 127' -8" LEVEL 3 -ZONE C138' -6"SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 11:38:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS.2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3.3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT.4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 7165 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7.6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT.7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTESNO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. STANDING SEAM METAL ROOF CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT STUCCO W. EXPANSIONS: LIGHT SAND FINISH SW9104 - WOVEN WICKER 8X8 TIMBER LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8"LEVEL 3 -ZONE C138' -6"SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8"LEVEL 3 -ZONE C138' -6"SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWEDWall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 11:38:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS.2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3.3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT.4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 7165 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7.6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT.7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTESNO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. 1 12 2 3 3 445 12 2 July 5, 2022 - Page 217 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.2 1 2 3 4 5 STANDING SEAM METAL ROOF CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPES MOUNTAIN ASH BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT STUCCO W. EXPANSIONS: LIGHT SAND FINISH SW9104 - WOVEN WICKER 8X8 TIMBER LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8"LEVEL 3 -ZONE C138' -6"SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8"LEVEL 3 -ZONE C138' -6"SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWEDWall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 11:38:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS.2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3.3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT.4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 7165 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7.6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT.7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTESNO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C 148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C 148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/13/2022 11:38:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0"LEVEL 1 -ZONE C116' -10"LEVEL 2 -ZONE C127' -8"LEVEL 3 -ZONE C138' -6"SPRINGPOINT_ZONE C148' -2"LEVEL 0 -ZONE C106' -0"LEVEL 1 -ZONE C116' -10"LEVEL 2 -ZONE C127' -8"LEVEL 3 -ZONE C138' -6"SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWEDWall Area 3' to 5'333 s.f.----Unprotected Opening Area 3' to 5'31 s.f.9%25%LEVEL 1Wall Area 3' to 5'644 s.f.----Unprotected Opening Area 3' to 5'61 s.f.9%25%LEVEL 2Wall Area 3' to 5'642 s.f.----Unprotected Opening Area 3' to 5'65 s.f.10%25%LEVEL 3Wall Area 3' to 5'961 s.f.----Unprotected Opening Area 3' to 5'58 s.f.6%25%WEST ELEVATION -ZONE CLEVEL 0 FSD AREA % ACTUAL % ALLOWEDWall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer StreetDenver, Colorado 80205phone 303.861.5704www.ozarch.comARCHITECTURE®5/13/2022 11:38:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS.2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3.3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT.4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 7165 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7.6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT.7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTESNO.FLAGNOTEGENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/13/2022 11:38:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTESNO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. 1 22 2 2 3 44 5 1 2 4 5 1 2 3 45 LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B 145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A 142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A 142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/13/2022 11:38:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODE ELEVATIONS G-108 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS, ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVE ASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVING JURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TO COMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. 3 1 24 July 5, 2022 - Page 218 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: MARKET RATE TH A B C BUILDING PLANS SHEET NUMBER: AA2.0 97'-7"25'-4"4'-0"8"29'-4"285 SQ.FT.GARAGE UP MECH 410 SQ.FT. MUD ROOM GARAGE UP MECH 345 SQ.FT. MUD ROOM UP MUD ROOM UP MUD ROOM GARAGEGARAGE W D W D MECHW D MECH MUD ROOM W D 345 SQ.FT.410 SQ.FT.285 SQ.FT.285 SQ.FT.285 SQ.FT. 97'-7"43'-0"15'-0"20'-1"13'-8"10'-1"13'-8"10'-1"15'-0"4'-0"35'-0"4'-0"UP BA1 DN KITCHEN DINING DECK LIVING 995 SQ.FT. BEDROOM 1 UP BA1 DN DECK LIVING 910 SQ.FT. BEDROOM 1 DINING UP BA1 DN DECK LIVING BEDROOM 1 DINING UP BA1 DN KITCHEN DINING DECK LIVING BEDROOM 1 995 SQ.FT. 910 SQ.FT. 97'-7"43'-0"15'-0"20'-1"13'-8"10'-1"13'-8"10'-1"15'-0"4'-0"31'-0"8'-0"DN BA2 955 SQ.FT. BA3BEDROOM 3 BEDROOM2 DN BA2 870 SQ.FT. BA3 BEDROOM 3 BEDROOM2 DN BA2 870 SQ.FT. BA3 BEDROOM 3 BEDROOM2 DN BA2 955 SQ.FT. BA3 BEDROOM 3 BEDROOM2 DECK DECK AA2.0 1/8" = 1'-0"1 Level 1 (LOWER LEVEL FLOOR PLAN) 1/8" = 1'-0"2 Level 2 (MAIN LEVEL FLOOR PLAN) 1/8" = 1'-0"3 Level 3 (UPPER LEVEL FLOOR PLAN) MARKET RATE TOWNHOMES - BUILDINGS A B C July 5, 2022 - Page 219 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: MARKET RATE TH A B C GRFA SHEET NUMBER: AA2.1 SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11'-0"30'-0" 0 SF ABOVE GRADE 1070 SF BELOW GRADE 1070 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1070 SF ABOVE GRADE 0 SF BELOW GRADE 1070 SF OF WALL Below Grade Above Grade Total = 1,400 sf of wall below grade / 2,800 sf of wall = 50% of wall below grade .50 X 2,715 sf of horizontal floor area = 1,357 sf deduction 25'-0"23'-8"23'-8"25'-0"11'-0"25'-0"23'-8"23'-8"25'-0"11'-0"30'-0"11'-0"Horizontal Floor Area: 2,715 sf UNIT GRFA (inc.exterior face of the wall) CONTRIBUTING TO GRFA LEVEL 1 - 2,715 SQ FT (INCLUDING GARAGE) LEVEL 2 - 3,820 SQ FT LEVEL 3 - 3,660 SQ FT TOTAL = 10,195 SQ FT TOTAL BUILDING GRFA EXCLUDE GARAGE GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 7,638 SQ FT 10,195 SQFT 1,200 SQFT 1,357 SQFT GARAGE DEDUCTION GRFA PER TOV CODE 12-15-3-b-1-a-2 4 units x 300 SQFT = 1,200 SQFT TOTAL = 1,200 SQ FT TOTAL TOV GRFA = 22,914 SQ FT 97'-7"25'-4"4'-0"8"29'-4"GARAGE UP MECH 300 SQ.FT. MUD ROOM GARAGE UP MECH MUD ROOM UP MUD ROOM UP MUD ROOM GARAGEGARAGE W D W D MECHW D MECH MUD ROOM W D 300 SQ.FT.300 SQ.FT.300 SQ.FT. 97'-7"43'-0"15'-0"20'-1"13'-8"10'-1"13'-8"10'-1"15'-0"4'-0"35'-0"4'-0"UP BA1 DN KITCHEN DINING DECK LIVING 995 SQ.FT. BEDROOM 1 UP BA1 DN DECK LIVING 910 SQ.FT. BEDROOM 1 DINING UP BA1 DN DECK LIVING BEDROOM 1 DINING UP BA1 DN KITCHEN DINING DECK LIVING BEDROOM 1 995 SQ.FT. 910 SQ.FT. 97'-7"43'-0"15'-0"20'-1"13'-8"10'-1"13'-8"10'-1"15'-0"4'-0"31'-0"8'-0"DN BA2 955 SQ.FT. BA3BEDROOM 3 BEDROOM2 DN BA2 870 SQ.FT. BA3 BEDROOM 3 BEDROOM2 DN BA2 870 SQ.FT. BA3 BEDROOM 3 BEDROOM2 DN BA2 955 SQ.FT. BA3 BEDROOM 3 BEDROOM2 AA2.1MARKET RATE TOWNHOMES - BUILDINGS A B C 1/8" = 1'-0"1 Level 1 (LOWER LEVEL FLOOR PLAN) 1/8" = 1'-0"2 Level 2 (MAIN LEVEL FLOOR PLAN) 1/8" = 1'-0"3 Level 3 (UPPER LEVEL FLOOR PLAN) July 5, 2022 - Page 220 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: MARKET RATE TH A B C ROOF PLANS SHEET NUMBER: AA3.0 A4.0 3 A4.0 4 A4.0 1 146'-0" T.O. RIDGE R1 TYP.?? ?? A4.0 2 TYP.?? ??SLOPE2:12R2 VALLEY SLOPE2:12R2 SLOPE2:12R2 SLOPE2:12R2 VALLEY 143'-0" T.O. RIDGE R1 TYP.?? ??SLOPE2:12R2 VALLEY SLOPE2:12SLOPE6:12141'-0" T.O. RIDGE SLOPE6:12R1 SLOPE 4:12 SLOPE 4:12 TYP.?? ?? TYP.?? ?? TYP. ?? ?? ??'-?" SPRG. PT. ??'-?" SPRG. PT. ??'-?" SPRG. PT. ??'-?" SPRG. PT. ??'-?" SPRG. PT. ??'-?" SPRG. PT. GUTTER & DOWNSPOUT-(TYP) 139'-0" T.O. SLOPE SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) AA3.0 1/8" = 1'-0"1 ROOF PLAN MARKET RATE TOWNHOMES - BUILDINGS A B C July 5, 2022 - Page 221 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: MARKET RATE TH A ELEVATIONS SHEET NUMBER: AA4.0 FF - 112'-0" SECOND LEVEL FF - 100'-0" MAIN LEVEL FF - 123'-0" THIRD LEVEL FF - 132'-0" SPRING POINT FF - 116'-0" SECOND LEVEL FF - 104'-0" MAIN LEVEL FF - 127'-0" THIRD LEVEL FF - 136'-0" SPRING POINT FF - 112'-0" SECOND LEVEL FF - 100'-0" MAIN LEVEL FF - 123'-0" THIRD LEVEL FF - 132'-0" SPRING POINT FF - 116'-0" SECOND LEVEL FF - 104'-0" MAIN LEVEL FF - 127'-0" THIRD LEVEL FF - 136'-0" SPRING POINT FF - 100'-0" MAIN LEVEL THIRD LEVEL FF - 123'-0" SECOND LEVEL FF - 112'-0" SPRING POINT 118'-6" FF - 116'-0" SECOND LEVEL FF - 104'-0" MAIN LEVEL FF - 127'-0" THIRD LEVEL FF - 137'-0" SPRING POINT TOWNHOME A - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF BLACK WALNUT R2 D1 DRIP EDGE MATCH ADJACENT ROOF F1 FASCIA @ R1 F3 SOFFIT SW - CHESTNUT 3524 S1 HORIZONTAL LAP SIDING SW - BELVEDERE TAN S3 FLAT METAL PANEL BLACK W1 DOORS AND WINDOWS BLACK T1 DOORS AND WINDOWS TRIM T3 HORIZONTAL SIDING TRIM @ ENTRY T4 INSIDE CORNER TRIM T5 OUTSIDE CORNER TRIM T6 FRIEZE TRIM MTL1 METAL RAILING POWDER COAT - BLACK SECONDARY ROOF T2 SIDING TRIM S2 STUCCO SW - BLUE SHADOW 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. TAMKO 50 YR - HERITAGE (CLASS A REQUIRED) ALUMINUM (PREFINISHED) 2X10 CEDAR VENTED V-GROOVE PLYWOOD 6" T&G CEDAR SIDING CEDAR SIDING 2.5" OVER 34" RS PLYWOOD PREMIUM VINYL 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS 2X CEDAR 2X CEDAR 2X CEDAR 2X CEDAR CUSTOM DESIGN 2X4 RS CEDAR SYNTHETIC STUCCO SYSTEM SW - CHESTNUT 3524 SW - CHESTNUT 3524 MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD STANDING SEAM METAL BLACK AA4.0 1/8" = 1'-0"1 SOUTH ELEVATION MARKET RATE TOWNHOMES - BUILDINGS A B C 1/8" = 1'-0"2 NORTH ELEVATION 1/8" = 1'-0"3 WEST ELEVATION 1/8" = 1'-0"4 EAST ELEVATION July 5, 2022 - Page 222 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: MARKET RATE TH B ELEVATIONS SHEET NUMBER: AB4.0 TOWNHOME B - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF BLACK WALNUT R2 D1 DRIP EDGE MATCH ADJACENT ROOF F1 FASCIA @ R1 F3 SOFFIT SW - CHESTNUT 3524 S1 HORIZONTAL LAP SIDING SW - MOUNTAIN ASH S3 FLAT METAL PANEL BLACK W1 DOORS AND WINDOWS BLACK T1 DOORS AND WINDOWS TRIM T3 HORIZONTAL SIDING TRIM @ ENTRY T4 INSIDE CORNER TRIM T5 OUTSIDE CORNER TRIM T6 FRIEZE TRIM MTL1 METAL RAILING POWDER COAT - BLACK SECONDARY ROOF T2 SIDING TRIM S2 STUCCO SW - BUCKHORN 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. TAMKO 50 YR - HERITAGE (CLASS A REQUIRED) ALUMINUM (PREFINISHED) 2X10 CEDAR VENTED V-GROOVE PLYWOOD 6" T&G CEDAR SIDING CEDAR SIDING 2.5" OVER 34" RS PLYWOOD PREMIUM VINYL 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS 2X CEDAR 2X CEDAR 2X CEDAR 2X CEDAR CUSTOM DESIGN 2X4 RS CEDAR SYNTHETIC STUCCO SYSTEM SW - CHESTNUT 3524 SW - CHESTNUT 3524 MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD STANDING SEAM METAL BLACK FF - 116'-0" SECOND LEVEL FF - 104'-0" MAIN LEVEL FF - 127'-0" THIRD LEVEL FF - 137'-0" SPRING POINT FF - 100'-0" MAIN LEVEL THIRD LEVEL FF - 123'-0" SECOND LEVEL FF - 112'-0" SPRING POINT 118'-6" FF - 112'-0" SECOND LEVEL FF - 100'-0" MAIN LEVEL FF - 123'-0" THIRD LEVEL FF - 132'-0" SPRING POINT FF - 116'-0" SECOND LEVEL FF - 104'-0" MAIN LEVEL FF - 127'-0" THIRD LEVEL FF - 136'-0" SPRING POINT FF - 112'-0" SECOND LEVEL FF - 100'-0" MAIN LEVEL FF - 123'-0" THIRD LEVEL FF - 132'-0" SPRING POINT FF - 116'-0" SECOND LEVEL FF - 104'-0" MAIN LEVEL FF - 127'-0" THIRD LEVEL FF - 136'-0" SPRING POINT AB4.0 1/8" = 1'-0"1 SOUTH ELEVATION MARKET RATE TOWNHOMES - BUILDINGS A B C 1/8" = 1'-0"2 NORTH ELEVATION 1/8" = 1'-0"3 WEST ELEVATION 1/8" = 1'-0"4 EAST ELEVATION July 5, 2022 - Page 223 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 SHEET TITLE: MARKET RATE TH C ELEVATIONS SHEET NUMBER: AC4.0 FF - 112'-0" SECOND LEVEL FF - 100'-0" MAIN LEVEL FF - 123'-0" THIRD LEVEL FF - 132'-0" SPRING POINT FF - 116'-0" SECOND LEVEL FF - 104'-0" MAIN LEVEL FF - 127'-0" THIRD LEVEL FF - 136'-0" SPRING POINT FF - 112'-0" SECOND LEVEL FF - 100'-0" MAIN LEVEL FF - 123'-0" THIRD LEVEL FF - 132'-0" SPRING POINT FF - 116'-0" SECOND LEVEL FF - 104'-0" MAIN LEVEL FF - 127'-0" THIRD LEVEL FF - 136'-0" SPRING POINT FF - 100'-0" MAIN LEVEL THIRD LEVEL FF - 123'-0" SECOND LEVEL FF - 112'-0" SPRING POINT 118'-6" FF - 116'-0" SECOND LEVEL FF - 104'-0" MAIN LEVEL FF - 127'-0" THIRD LEVEL FF - 137'-0" SPRING POINT TOWNHOME C - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF BLACK WALNUT R2 D1 DRIP EDGE MATCH ADJACENT ROOF F1 FASCIA @ R1 F3 SOFFIT SW - CHESTNUT 3524 S1 HORIZONTAL LAP SIDING SW - CEDAR BARK S3 FLAT METAL PANEL BLACK W1 DOORS AND WINDOWS BLACK T1 DOORS AND WINDOWS TRIM T3 HORIZONTAL SIDING TRIM @ ENTRY T4 INSIDE CORNER TRIM T5 OUTSIDE CORNER TRIM T6 FRIEZE TRIM MTL1 METAL RAILING POWDER COAT - BLACK SECONDARY ROOF T2 SIDING TRIM S2 STUCCO SW - BLUE SHADOW 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. TAMKO 50 YR - HERITAGE (CLASS A REQUIRED) ALUMINUM (PREFINISHED) 2X10 CEDAR VENTED V-GROOVE PLYWOOD 6" T&G CEDAR SIDING CEDAR SIDING 2.5" OVER 34" RS PLYWOOD PREMIUM VINYL 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS 2X CEDAR 2X CEDAR 2X CEDAR 2X CEDAR CUSTOM DESIGN 2X4 RS CEDAR SYNTHETIC STUCCO SYSTEM SW - CHESTNUT 3524 SW - CHESTNUT 3524 MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD STANDING SEAM METAL BLACK AC4.0 1/8" = 1'-0"1 SOUTH ELEVATION MARKET RATE TOWNHOMES - BUILDINGS A B C 1/8" = 1'-0"2 NORTH ELEVATION 1/8" = 1'-0"3 WEST ELEVATION 1/8" = 1'-0"4 EAST ELEVATION July 5, 2022 - Page 224 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH D BUILDING PLANS SHEET NUMBER: AD2.0 98'-7" 2'-8"12'-0"13'-0"43'-3"13'-0"12'-0"2'-8"2'-0"6'-9"6'-0"15'-10"7'-6"38'-1"GARAGE UP MECH BR2 GARAGE UP MECH GARAGE UP MECH BR2 MUD ROOM WD WD WD GARAGE UP MECHMUD ROOM WD 93'-3" 12'-0"13'-1"13'-0"17'-1"13'-0"13'-1"12'-0"2'-0"2'-0"28'-6"7'-6"40'-1"DN BA3 BR1 DECK LIVING ROOM KITCHEN UP DN DECK BR1 LIVING ROOM KITCHEN DN BA3 BR1 DECK LIVING ROOM KITCHENBA3 UP DN DECK BR1 LIVING ROOM KITCHENBA3 43'-1" 13'-0"4'-9"7'-7"4'-9"13'-0"33'-1"2'-0"10'-5"16'-7"4'-0"BR2 BR3 BA3 BA2 DN BR2 BR3 BA3 BA2 DN AD2.0 1/8" = 1'-0"1 Level 1 (LOWER LEVEL FLOOR PLAN) 1/8" = 1'-0"2 Level 2 (MAIN LEVEL FLOOR PLAN) 1/8" = 1'-0"3 Level 3 (UPPER LEVEL FLOOR PLAN) DEED RESTRICTED TOWNHOMES - BUILDING D ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 225 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH D BUILDING PLANS SHEET NUMBER: AD2.1 SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 158 SF ABOVE GRADE 157 SF BELOW GRADE 315 SF OF WALL 11'-0"28'-6" 0 SF ABOVE GRADE 1025 SF BELOW GRADE 1025 SF OF WALL 157 SF ABOVE GRADE 158 SF BELOW GRADE 315 SF OF WALL 1025 SF ABOVE GRADE 0 SF BELOW GRADE 1025 SF OF WALL 25'-0"21'-6"21'-6"25'-0"11'-0"25'-0"21'-6"21'-6"25'-0"11'-0"28'-6"11'-0"Below Grade Above Grade Total = 1,340 sf of wall below grade / 2,680 sf of wall = 50% of wall below grade .50 X 2,780 sf of horizontal floor area = 1,390 sf deduction Horizontal Floor Area: 2,780 sf UNIT GRFA (inc.exterior face of the wall) CONTRIBUTING TO GRFA LEVEL 1 - 2,780 SQ FT (INCLUDING GARAGE) LEVEL 2 - 3,200 SQ FT LEVEL 3 - 1,305 SQ FT TOTAL = 7,285 SQ FT TOTAL BUILDING GRFA EXCLUDE GARAGE GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 4,995 SQ FT 7,285 SQFT 1,200 SQFT 1,390 SQFT GARAGE DEDUCTION GRFA PER TOV CODE 12-15-3-b-1-a-2 4 units x 300 SQFT = 1,200 SQFT TOTAL = 1,200 SQ FT 44'-1" 13'-0"4'-9"8'-7"4'-9"13'-0"33'-0"2'-0"10'-5"16'-7"4'-0"BR2 BR3 BA3 BA2 DN BR2 BR3 BA3 BA2 DN 93'-3" 12'-0"13'-1"13'-0"17'-1"13'-0"13'-1"12'-0"2'-0"2'-0"28'-6"7'-6"40'-1"DN BA3 BR1 DECK LIVING ROOM KITCHEN UP DN DECK BR1 LIVING ROOM KITCHEN DN BA3 BR1 DECK LIVING ROOM KITCHENBA3 UP DN DECK BR1 LIVING ROOM KITCHENBA3 98'-7" 2'-8"12'-0"13'-0"43'-3"13'-0"12'-0"2'-8"2'-0"6'-9"6'-0"15'-10"7'-6"38'-1"GARAGE UP MECH BR2 GARAGE UP MECH GARAGE UP MECH BR2 MUD ROOM WD WD WD GARAGE UP MECHMUD ROOM WD AD2.1 1/8" = 1'-0"1 Level 1 (LOWER LEVEL FLOOR PLAN) 1/8" = 1'-0"2 Level 2 (MAIN LEVEL FLOOR PLAN) 1/8" = 1'-0"3 Level 3 (UPPER LEVEL FLOOR PLAN) DEED RESTRICTED TOWNHOMES - BUILDING D ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 226 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH D GRFA PLANS SHEET NUMBER: AD3.0 A4.0 3 A4.0 4 A4.0 2 A4.0 1 TYP.?? ?? 129'-0" T.O. RIDGE R1 TYP.?? ?? R1 TYP. ?? ?? SLOPE 7:12 SLOPE 7:12 R1 137'-0" T.O. RIDGE R1 TYP. ?? ?? SLOPE 7:12 SLOPE 7:12 SLOPE 7:12 SLOPE 7:12RIDGESLOPE 7:12 SLOPE 7:12 R1 RIDGESLOPE4:12125'-0" T.O. RIDGESLOPE SLOPE6:12R1 TYP.?? ?? SLOPE 7:12 SLOPE 7:12 RIDGESLOPE 7:12 SLOPE 7:12 R1 RIDGEVAL LEY VALLEYSLOPE4:12TYP. ?? ?? SLOPE 7:12 SLOPE 7:12 TYP. ?? ?? SLOPE 7:12 SLOPE 7:12 VALLEYVAL LEY 6:12SLOPESLOPE6:126:12SLOPESLOPE6:126:12GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) AD3.0 1/8" = 1'-0"1 ROOF PLAN DEED RESTRICTED TOWNHOMES - BUILDING D ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 227 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH D ELEVATIONS SHEET NUMBER: AD3.1 FF - 110'-0" SECOND LEVEL FF - 100'-0" MAIN LEVEL 119'-0" SPRING POINT FF - 107'-0" SECOND LEVEL FF - 97'-0" MAIN LEVEL 116'-0" SPRING POINT 129'-0" RIDGE 137'-0" RIDGE FF - 110'-0" SECOND LEVEL FF - 100'-0" MAIN LEVEL 119'-0" SPRING POINT FF - 107'-0" SECOND LEVEL FF - 97'-0" MAIN LEVEL 116'-0" SPRING POINT 125'-6" RIDGE 137'-0" RIDGE FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT AD4.0 1/8" = 1'-0"1 SOUTH ELEVATION DEED RESTRICTED TOWNHOMES - BUILDING D 1/8" = 1'-0"2 NORTH ELEVATION 1/8" = 1'-0"3 WEST ELEVATION 1/8" = 1'-0"4 EAST ELEVATION ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 228 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH EFG BUILDING PLANS SHEET NUMBER: AE2.0 BA2 UP BA1 BR2 BR1 W/D LINENLINENBA2 UP BA1 BR2 BR1 W/D LINENLINEN12'-6"13'-0"13'-1"13'-0"12'-6" 93'-3"8'-0"31'-7"2'-0"41'-7"16'-1"13'-0" UP BA3 BR3 OFFICE545 SQ.FT.41'-7"UP BA3 BR3 OFFICE545 SQ.FT.670SF 12'-6"13'-0"13'-1"13'-0"12'-6" 93'-3"8'-0"31'-7"2'-0"41'-7"GARAGE BA3 DN DINING KITCHENDECK LIVING DECK KITCHENLIVING DINING GARAGE DN 16'-1"13'-1"535 SQ.FT.UP DN BR2 BA2 MUD ROOM GARAGE 535 SQ.FT.UP DN BR2 BA2 MUD ROOM GARAGE 665SF 16'-1"13'-0"39'-7"13'-0" 42'-1" BR1 DECK DN BA1 W/D 760 SQ.FT.KITCHEN BR1 DECK DN BA1 W/D 760 SQ.FT.KITCHEN AE2.0 1/8" = 1'-0"1 Level 1 (LOWER LEVEL FLOOR PLAN) 1/8" = 1'-0"2 Level 2 (MAIN LEVEL FLOOR PLAN) 1/8" = 1'-0"3 Level 3 (UPPER LEVEL FLOOR PLAN) DEED RESTRICTED TOWNHOMES - BUILDINGS E-F-G ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 229 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH EFG GRFA PLANS SHEET NUMBER: AE2.1 SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 175 SF ABOVE GRADE 175 SF BELOW GRADE 350 SF OF WALL 11'-0"31'-7" 0 SF ABOVE GRADE 1025 SF BELOW GRADE 1025 SF OF WALL 175 SF ABOVE GRADE 175 SF BELOW GRADE 350 SF OF WALL 1025 SF ABOVE GRADE 0 SF BELOW GRADE 1025 SF OF WALL 25' - 6"21'-1"21'-1"25'-6"11'-0"25' - 6"21'-1"21'-1"25'-6"11'-0"31'-7"11'-0"UNIT GRFA (inc.exterior face of the wall) CONTRIBUTING TO GRFA LEVEL 1 - 2,430 SQ FT LEVEL 2 - 3,475 SQ FT (INCLUDING GARAGE) LEVEL 3 - 1,560 SQ FT TOTAL = 7,465 SQ FT TOTAL BUILDING GRFA EXCLUDE GARAGE GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 5,170 SQ FT 7,465 SQFT 1,080 SQFT 1,215 SQFT GARAGE DEDUCTION GRFA PER TOV CODE 12-15-3-b-1-a-2 270 + 270 + 270 + 270 = 1,080 SQFT TOTAL = 1,080 SQ FT Below Grade Above Grade Horizontal Floor Area: 2,715 sf Total = 1,375 sf of wall below grade / 2,750 sf of wall = 50% of wall below grade .50 X 2,430 sf of horizontal floor area = 1215 sf deduction TOTAL BUILDINGS E/F/G TOV GRFA = 15,510 SQ FT 16'-1"13'-0"40'-0"13'-0" 42'-1" BR1 DECK DN BA1 W/D KITCHEN BR1 DECK DN BA1 W/D KITCHEN 12'-6"13'-0"13'-1"13'-0"12'-6" 93'-3"8'-0"31'-7"2'-0"41'-7"GARAGE BA3 DN DINING KITCHEN270 SF DECK LIVING DECK KITCHENLIVING DINING GARAGE 270 SF DN 16'-1"13'-1"535 SQ.FT.UP DN BR2 BA2 MUD ROOM GARAGE270 SF 535 SQ.FT.UP DN BR2 BA2 MUD ROOM GARAGE270 SF 665SF BA2 UP BA1 BR2 BR1 W/D LINENLINENBA2 UP BA1 BR2 BR1 W/D LINENLINEN12'-6"13'-0"13'-1"13'-0"12'-6" 93'-3"8'-0"31'-7"2'-0"41'-7"16'-1"13'-0" UP BA3 BR3 OFFICE545 SQ.FT.41'-7"UP BA3 BR3 OFFICE545 SQ.FT.670SF AE2.1 1/8" = 1'-0"1 Level 1 (LOWER LEVEL FLOOR PLAN) 1/8" = 1'-0"2 Level 2 (MAIN LEVEL FLOOR PLAN) 1/8" = 1'-0"3 Level 3 (UPPER LEVEL FLOOR PLAN) DEED RESTRICTED TOWNHOMES - BUILDINGS E-F-G ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 230 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH EFG ROOF PLAN SHEET NUMBER: AE3.0 A4.0 3 A4.0 4 A4.0 2 A4.0 1 TYP.A9.1 16 ??'-?" SPRG. PT.SLOPE5:12113'-6" T.O. RIDGERIDGE 114'-6" T.O. RIDGE SLOPE5:12SLOPE6:12SLOPE6:12SLOPE 7:12 SLOPE 7:12 SLOPE 2:12RIDGESLOPE 7:12 SLOPE 7:12 SLOPE 2:12 VALLEYVALLEY VALLEY R1 R1 R1 R1 R2R2 TYP.?? ?? TYP.?? ?? TYP.?? ?? TYP.?? ?? TYP. ?? ?? TYP. ?? ?? TYP.?? ?? TYP.?? ?? TYP.?? ?? TYP.?? ?? GUTTER & DOWNSPOUT-(TYP) SLOPE 7:12 SLOPE 7:12 R1 125'-0" T.O. RIDGE RIDGER1 SLOPE 7:12 SLOPE 7:12 RIDGER1 SLOPE6:12SLOPE6:12SLOPE 7:12 SLOPE 7:12 RIDGER1 SLOPE 7:12 SLOPE 7:12 RIDGER1 SLOPE2:12R2 GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) AE3.0 1/8" = 1'-0"1 ROOF PLAN DEED RESTRICTED TOWNHOMES - BUILDINGS E-F-G ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 231 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH E BUILDING ELEVATIONS SHEET NUMBER: AE4.0 FF - 109'-6" SECOND LEVEL FF - 89'-0" LOWER LEVEL FINISH GRADEFF - 100'-0" MAIN LEVEL 118'-6" SPRING POINT FINISH GRADE FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT FINISH GRADE FINISH GRADE FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT FF - 109'-6" SECOND LEVEL FF - 89'-0" LOWER LEVEL FF - 100'-0" MAIN LEVEL 118'-6" SPRING POINT FF - 109'-6" SECOND LEVEL FF - 89'-0" LOWER LEVEL FF - 100'-0" MAIN LEVEL 118'-6" SPRING POINT FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT 2'-0"DECK DECK BR2 MUD ROOM BR2 MUD ROOM 8'-0"DNDNTOWNHOME E - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF RUSTIC SLATE R2 D1 DRIP EDGE MATCH ADJACENT ROOF F1 FASCIA @ R1 F3 SOFFIT SW - CHESTNUT 3524 S1 HORIZONTAL LAP SIDING SW - DESERT WOOD 3030 S3 BOARD AND BATTEN SW - RIVERWOOD 3507 W1 DOORS AND WINDOWS BRONZE T1 DOORS AND WINDOWS TRIM T3 HORIZONTAL SIDING TRIM @ ENTRY T4 INSIDE CORNER TRIM T5 OUTSIDE CORNER TRIM T6 FRIEZE TRIM MTL1 METAL RAILING POWDER COAT - BRONZE SECONDARY ROOF T2 SIDING TRIM S2 STUCCO SW - SMOKEY TOPAZ 6117 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. TAMKO 50 YR - HERITAGE (CLASS A REQUIRED) ALUMINUM (PREFINISHED) 2X10 CEDAR VENTED V-GROOVE PLYWOOD 1X8 CEDAR CEDAR SIDING 2.5" OVER 34" RS PLYWOOD PREMIUM VINYL 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS 2X CEDAR 2X CEDAR 2X CEDAR 2X CEDAR CUSTOM DESIGN STANDING SEAM METAL 2X4 RS CEDAR SYNTHETIC STUCCO SYSTEM SW - CHESTNUT 3524 SW - CHESTNUT 3524 MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD BRONZE AE4.0 1/8" = 1'-0"1 BUILDING E NORTH ELEVATION 1/8" = 1'-0"2 BUILDING E SOUTH ELEVATION 1/8" = 1'-0"3 BUILDING E EAST ELEVATION 1/8" = 1'-0"4 BUILDING E WEST ELEVATION DEED RESTRICTED TOWNHOMES - BUILDINGS E-F-G STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW - SMOKEY TOPAZ BOARD (1X12) AND BATTEN (1X4) SW - RIVERWOOD 3507 VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, SW - DESERT WOOD TAMKO ASPHALT SHINGLES, RUSTIC SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING BRONZE STANDING SEAM METAL ROOFING ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 232 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH F BUILDING ELEVATIONS SHEET NUMBER: AF4.0 TOWNHOME F - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF AUTUMN BROWN R2 D1 DRIP EDGE MATCH ADJACENT ROOF F1 FASCIA @ R1 F3 SOFFIT SW - CHESTNUT 3524 S1 HORIZONTAL LAP SIDING SW - BANYAN BROWN 3522 S3 BOARD AND BATTEN SW - YANKEE BARN 3505 W1 DOORS AND WINDOWS BRONZE T1 DOORS AND WINDOWS TRIM T3 HORIZONTAL SIDING TRIM @ ENTRY T4 INSIDE CORNER TRIM T5 OUTSIDE CORNER TRIM T6 FRIEZE TRIM MTL1 METAL RAILING POWDER COAT - BRONZE SECONDARY ROOF T2 SIDING TRIM S2 STUCCO SW - SPICE CHEST 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. TAMKO 50 YR - HERITAGE (CLASS A REQUIRED) ALUMINUM (PREFINISHED) 2X10 CEDAR VENTED V-GROOVE PLYWOOD 1X8 CEDAR CEDAR SIDING 2.5" OVER 34" RS PLYWOOD PREMIUM VINYL 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS 2X CEDAR 2X CEDAR 2X CEDAR 2X CEDAR CUSTOM DESIGN 2X4 RS CEDAR SYNTHETIC STUCCO SYSTEM SW - CHESTNUT 3524 SW - CHESTNUT 3524 MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD STANDING SEAM METAL BRONZE 8'-0"DNDN2'-0"DECK DECK BR2 MUD ROOM BR2 MUD ROOM FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT FF - 109'-6" SECOND LEVEL FF - 89'-0" LOWER LEVEL FF - 100'-0" MAIN LEVEL 118'-6" SPRING POINT FINISH GRADE FINISH GRADE FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT FF - 109'-6" SECOND LEVEL FF - 89'-0" LOWER LEVEL FF - 100'-0" MAIN LEVEL 118'-6" SPRING POINT FF - 109'-6" SECOND LEVEL FF - 89'-0" LOWER LEVEL FINISH GRADEFF - 100'-0" MAIN LEVEL 118'-6" SPRING POINT FINISH GRADE FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT AF4.0 1/8" = 1'-0"1 BUILDING F NORTH ELEVATION 1/8" = 1'-0"2 BUILDING F SOUTH ELEVATION 1/8" = 1'-0"3 BUILDING F EAST ELEVATION 1/8" = 1'-0"4 BUILDING F WEST ELEVATION DEED RESTRICTED TOWNHOMES - BUILDINGS E-F-G STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW - SPICE CHEST BOARD (1X12) AND BATTEN (1X4) SW - YANKEE BARN VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, SW - BANYAN BROWN TAMKO ASPHALT SHINGLES, AUTUMN BROWN8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING BRONZE STANDING SEAM METAL ROOFING ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 233 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH G BUILDING ELEVATIONS SHEET NUMBER: AG4.0 FF - 109'-6" SECOND LEVEL FF - 89'-0" LOWER LEVEL FINISH GRADEFF - 100'-0" MAIN LEVEL 118'-6" SPRING POINT FINISH GRADE FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT FINISH GRADE FINISH GRADE FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT FF - 109'-6" SECOND LEVEL FF - 89'-0" LOWER LEVEL FF - 100'-0" MAIN LEVEL 118'-6" SPRING POINT FF - 109'-6" SECOND LEVEL FF - 89'-0" LOWER LEVEL FF - 100'-0" MAIN LEVEL 118'-6" SPRING POINT FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT 2'-0"DECK DECK BR2 MUD ROOM BR2 MUD ROOM 8'-0"DNDNTOWNHOME G - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF BLACK WALNUT R2 D1 DRIP EDGE MATCH ADJACENT ROOF F1 FASCIA @ R1 F3 SOFFIT SW - CHESTNUT 3524 S1 HORIZONTAL LAP SIDING SW - LEEWARD 3533 S3 BOARD AND BATTEN SW - HARBOR MIST 3541 W1 DOORS AND WINDOWS BRONZE T1 DOORS AND WINDOWS TRIM T3 HORIZONTAL SIDING TRIM @ ENTRY T4 INSIDE CORNER TRIM T5 OUTSIDE CORNER TRIM T6 FRIEZE TRIM MTL1 METAL RAILING POWDER COAT - BRONZE SECONDARY ROOF T2 SIDING TRIM S2 STUCCO SW - FLAGSTONE 3023 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. TAMKO 50 YR - HERITAGE (CLASS A REQUIRED) ALUMINUM (PREFINISHED) 2X10 CEDAR VENTED V-GROOVE PLYWOOD 1X8 CEDAR CEDAR SIDING 2.5" OVER 34" RS PLYWOOD PREMIUM VINYL 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS 2X CEDAR 2X CEDAR 2X CEDAR 2X CEDAR CUSTOM DESIGN 2X4 RS CEDAR SYNTHETIC STUCCO SYSTEM SW - CHESTNUT 3524 SW - CHESTNUT 3524 MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD STANDING SEAM METAL BRONZE AG4.0 1/8" = 1'-0"1 BUILDING G NORTH ELEVATION 1/8" = 1'-0"2 BUILDING G SOUTH ELEVATION 1/8" = 1'-0"3 BUILDING G EAST ELEVATION 1/8" = 1'-0"4 BUILDING G WEST ELEVATION DEED RESTRICTED TOWNHOMES - BUILDINGS E-F-G STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW - FLAGSTONE BOARD (1X12) AND BATTEN (1X4) SW - HARBOR MIST VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, SW - LEEWARD TAMKO ASPHALT SHINGLES, BLACK WALNUT8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING BRONZE STANDING SEAM METAL ROOFING ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 234 of 885 PROJ. 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DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH H BUILDING PLANS SHEET NUMBER: AH2.0 BA2 UP BA1 BR2 BR1 W/D LINENLINENBA2 UP BA1 BR2 BR1 W/D LINENLINEN12'-6"13'-0"13'-1"13'-0"12'-6" 72'-2"8'-0"31'-7"2'-0"41'-7"7'-11" UP BA3 BR3 OFFICE545 SQ.FT.41'-7"670SF 12'-6"13'-0"13'-1"13'-0"12'-6" 72'-2"8'-0"31'-7"2'-0"41'-7"GARAGE BA3 DN DINING KITCHENDECK LIVING DECK KITCHENLIVING DINING GARAGE DN 8'-0"535 SQ.FT.UP DN BR2 BA2 MUD ROOM GARAGE 665SF 8'-0"13'-0"39'-7"BR1 DECK DN BA1 W/D 760 SQ.FT.KITCHEN AH2.0 1/8" = 1'-0"1 Level 1 (LOWER LEVEL FLOOR PLAN) 1/8" = 1'-0"2 Level 2 (MAIN LEVEL FLOOR PLAN) 1/8" = 1'-0"3 Level 3 (UPPER LEVEL FLOOR PLAN) DEED RESTRICTED TOWNHOMES - BUILDING H ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 235 of 885 PROJ. 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DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH H GRFA PLANS SHEET NUMBER: AH2.1 SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 175 SF ABOVE GRADE 175 SF BELOW GRADE 350 SF OF WALL 11'-0"31'-7" 0 SF ABOVE GRADE 790 SF BELOW GRADE 790 SF OF WALL 175 SF ABOVE GRADE 175 SF BELOW GRADE 350 SF OF WALL 790 SF ABOVE GRADE 0 SF BELOW GRADE 790 SF OF WALL 25'-6"21'-1"25'-6" 25'-6"21'-1"25'-6"31'-7"11'-0"11'-0"11'-0"UNIT GRFA (inc.exterior face of the wall) CONTRIBUTING TO GRFA LEVEL 1 - 1,895 SQ FT LEVEL 2 - 2,670 SQ FT (INCLUDING GARAGE) LEVEL 3 - 775 SQ FT TOTAL = 5,340 SQ FT TOTAL BUILDING GRFA EXCLUDE GARAGE GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 3,583 SQ FT 5,340 SQFT 810 SQFT 947 SQFT GARAGE DEDUCTION GRFA PER TOV CODE 12-15-3-b-1-a-2 270 + 270 + 270 = 810 SQFT TOTAL = 810 SQ FT Below Grade Above Grade Horizontal Floor Area: 2,715 sf Total = 1,140 sf of wall below grade / 2,280 sf of wall = 50% of wall below grade .50 X 1,895 sf of horizontal floor area = 947 sf deduction BR1 DECK DN BA1 W/D KITCHEN 12'-6"13'-0"13'-1"13'-0"12'-6" 72'-2"8'-0"31'-7"2'-0"41'-7"GARAGE BA3 DN DINING KITCHENDECK LIVING DECK KITCHENLIVING DINING GARAGE DN 8'-0"535 SQ.FT.UP DN BR2 BA2 MUD ROOM GARAGE 665SF BA2 UP BA1 BR2 BR1 W/D LINENLINENBA2 UP BA1 BR2 BR1 W/D LINENLINEN12'-6"13'-0"13'-1"13'-0"12'-6" 72'-2"8'-0"31'-7"2'-0"41'-7"7'-11" UP BA3 BR3 OFFICE545 SQ.FT.41'-7"670SF AH2.1 1/8" = 1'-0"1 Level 1 (LOWER LEVEL FLOOR PLAN) 1/8" = 1'-0"2 Level 2 (MAIN LEVEL FLOOR PLAN) 1/8" = 1'-0"3 Level 3 (UPPER LEVEL FLOOR PLAN) DEED RESTRICTED TOWNHOMES - BUILDING H ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 236 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH H BUILDING PLANS SHEET NUMBER: AH3.0 A4.0 3 A4.0 4 A4.0 2 A4.0 1 TYP.A9.1 16 ??'-?" SPRG. PT.SLOPE5:12113'-6" T.O. RIDGERIDGE 114'-6" T.O. RIDGE SLOPE5:12SLOPE6:12SLOPE6:12SLOPE 7:12 SLOPE 7:12 SLOPE 2:12RIDGESLOPE 7:12 SLOPE 7:12 SLOPE 2:12 VALLEYVAL LEY VALLEY R1 R1 R1 R1 R2R2 TYP.?? ?? TYP.?? ?? TYP.?? ?? TYP.?? ?? TYP. ?? ?? TYP. ?? ?? TYP.?? ?? TYP.?? ?? TYP.?? ?? TYP.?? ??SLOPE 7:12 SLOPE 7:12 R1 125'-0" T.O. RIDGE RIDGER1 SLOPE 7:12 SLOPE 7:12 RIDGER1 SLOPE6:12SLOPE6:12SLOPE2:12R2 GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) GUTTER & DOWNSPOUT-(TYP) AH3.0 1/8" = 1'-0"1 ROOF PLAN DEED RESTRICTED TOWNHOMES - BUILDING H ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 237 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: DEED RESTRICTED TH H BUILDING VELEVATIONS SHEET NUMBER: AH4.0 FF - 109'-6" SECOND LEVEL FF - 89'-0" LOWER LEVEL FF - 100'-0" MAIN LEVEL 118'-6" SPRING POINT FF - 110'-0" SECOND LEVEL FF - 89'-0" LOWER LEVEL FINISH GRADEFF - 100'-0" MAIN LEVEL 119'-0" SPRING POINT FINISH GRADE FF - 86'-0" LOWER LEVEL FF - 98'-0" MAIN LEVEL 107'-0" SPRING PT FF - 108'-6" SECOND LEVEL FF - 85'-6" LOWER LEVEL FF - 96'-6" MAIN LEVEL 118'-6" SPRING POINT FINISH GRADE FINISH GRADEFF - 86'-0" LOWER LEVEL FF - 98'-0" MAIN LEVEL FF - 109'-6" SECOND LEVEL FF - 89'-0" LOWER LEVEL FF - 100'-0" MAIN LEVEL 118'-6" SPRING POINT 107'-0" SPRING PT TOWNHOME H - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF RUSTIC SLATE R2 D1 DRIP EDGE MATCH ADJACENT ROOF F1 FASCIA @ R1 F3 SOFFIT SW - CHESTNUT 3524 S1 HORIZONTAL LAP SIDING SW - DESERT WOOD 3030 S3 BOARD AND BATTEN SW - RIVERWOOD 3507 W1 DOORS AND WINDOWS BRONZE T1 DOORS AND WINDOWS TRIM T3 HORIZONTAL SIDING TRIM @ ENTRY T4 INSIDE CORNER TRIM T5 OUTSIDE CORNER TRIM T6 FRIEZE TRIM MTL1 METAL RAILING POWDER COAT - BRONZE SECONDARY ROOF T2 SIDING TRIM S2 STUCCO SW - SMOKEY TOPAZ 6117 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS, THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BE PAINTED TO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEK FLASHING TAPE AROUND PENETRATING PIPE. METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. TAMKO 50 YR - HERITAGE (CLASS A REQUIRED) ALUMINUM (PREFINISHED) 2X10 CEDAR VENTED V-GROOVE PLYWOOD 1X8 CEDAR CEDAR SIDING 2.5" OVER 34" RS PLYWOOD PREMIUM VINYL 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS 2X CEDAR 2X CEDAR 2X CEDAR 2X CEDAR CUSTOM DESIGN STANDING SEAM METAL 2X4 RS CEDAR SYNTHETIC STUCCO SYSTEM SW - CHESTNUT 3524 SW - CHESTNUT 3524 MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD MATCH FIELD BRONZE AH4.0 1/8" = 1'-0"1 BUILDING H - NORTH ELEVATION 1/8" = 1'-0"2 BUILDING H - EAST ELEVATION 1/8" = 1'-0"3 BUILDING H - SOUTH ELEVATION 1/8" = 1'-0"4 BUILDING H - WEST ELEVATION DEED RESTRICTED TOWNHOMES - BUILDING H ISSUED FOR: DESIGN REVIEW BOARD - RECORD SET OZ OZ OZ 2022/05/16 July 5, 2022 - Page 238 of 885 C3.0 July 5, 2022 - Page 239 of 885 C3.1 July 5, 2022 - Page 240 of 885 C3.2 July 5, 2022 - Page 241 of 885 C4.1 July 5, 2022 - Page 242 of 885 C4.2 July 5, 2022 - Page 243 of 885 C4.3 July 5, 2022 - Page 244 of 885 D ESIG N R EVIE W B O AR D May 4, 2022, 2:00 P M Town Council Chambers and Virtual on Zoom 75 S. Frontage Road - Vail, Colorado, 81657 1.Call to Order 1.1.Register in advance for this webinar: https://us02web.zoom.us/webinar/register/W N_bA K S68B E Rc2RR1kKiF N6qg After registering, you will receive a confirmation email containing information about joining the webinar. 1.2.Attendance 2.Main Agenda 2.1.D R B22-0071 - Potato Patch Townhomes Final review of an exterior alteration, (decks/railing/garage doors/siding/stucco) Address/Legal Description: 770 Potato Patch Drive/ Lot 6, Block 2, Vail Potato Patch Filing 1 Applicant: Potato Patch Townhomes, represented by Bold Services Planner: J amie Leaman-Miller 2.2.D R B21-0307.001 - 286 Bridge St. Inc. Final review of a change to approved plans (A C) Address/Legal Description: 286 Bridge Street/Lot A & B, Block 5A, Vail Village Filing 1 Applicant: 286 Bridge St. I nc., represented by S3 Architectural Group L L C Planner: J onathan Spence 2.3.D R B19-0652.001 - Vail Corp Final review of a change to approved plans (conformance with applicable standards) Address/Legal Description: 3700 North Frontage Road East/Lot 1, East Vail Workforce Housing Subdivision Applicant: Vail Corp the Fixed Assets Department, represented by OZ Architecture Planner: J onathan Spence 2.4.D R B22-0133 - Colorado Morning Star Realty L LC Final review of an exterior alteration, (furnace venting) Address/Legal Description: 4997 Main Gore Drive North/ Lot 1, Block 4, Bighorn Subdivision 5th Addition Applicant: C OL ORA D O MORNI NG S TA R RE A LTY L L C, R & H Mechanical Planner: J onathan Spence 2.5.D R B21-0451 -Gravity Haus Final review of an exterior alteration (planters/posts) Address/Legal Description: 352 East Meadow Drive/Lot Tract B, Vail Village July 5, 2022 - Page 245 of 885 Filing 1 Applicant: Vail Mountain Lodge, represented by Studio Lemonade Planner: Greg Roy 2.6.D R B22-0104 - Gravity Haus Vail L LC Final review of an exterior alteration, (A C system) Address/Legal Description: 352 East Meadow Drive 13 & 14/ Lot Tract B, Vail Village Filing 1 Applicant: Gravity Haus Vail LLC, represented by Climate Control Company Planner: Greg Roy 2.7.D R B22-0143 - 333 B D R L LC Final review of an exterior alteration, (door/deck/gate/trellis) Address/Legal Description: 333 Beaver Dam Road/ Lot 41, Block 7, Vail Village Filing 1 Applicant: 333 B D R L L C, Represented by Shepherd Resources I nc. Planner: Greg Roy 3.Staff Approvals 3.1.B22-0105 - Karja LL C Final review of an exterior alteration (reroof) Address/Legal Description: 265 Forest Road/Lot 21, Block 7, Vail Village Filing 1 Applicant: Karja L L C, represented by K C Company I nc. Planner: J onathan Spence 3.2.B22-0118 - Lohre Mountain Haus LL C Final review of an exterior alteration (windows/doors) Address/Legal Description: 3954 Bighorn Road Unit 6E/Lot 6, Gore Creek Park Subdivision Applicant: Lohre Mountain Haus LLC, represented by Carlson Construction Company I nc. 3.3.B22-0131 - Agneberg Residence Final review of an exterior alteration (reroof) Address/Legal Description: 2635 Davos Trail/Lot 20, Block B, Vail Ridge Subdivision Applicant: Larry Agneberg, represented by Loff Roofing Services 3.4.D R B22-0080 - Korch Residence Final review of an exterior alteration (A C Unit) Address/Legal Description: 4284 Columbine Drive Unit D/Bighorn Subdivision Applicant: Bradley & Angela Korch, represented by AW I Custom Construction Company Planner: J amie Leaman-Miller 3.5.D R B22-0130 - Hovey Residence Final review of a tree removal Address/Legal Description: 1339 Westhaven Circle/Lot 23, Glen Lyon Subdivision Applicant: Nancy M. Hovey, represented by Old Growth Tree Service July 5, 2022 - Page 246 of 885 Planner: J amie Leaman-Miller 3.6.D R B22-0114 - 1969 Circle Drive L LC Final review of an exterior alteration (gravel area) Address/Legal Description: 1969 Circle Drive/Lot 30, Buffehr Creek Resubdivision Applicant: 1969 Circle Drive L L C, represented by Martin Manley Architects 3.7.D R B21-0549.001 - Villa Cortina Final review of a change to approved plans (driveway width) Address/Legal Description: 22 West Meadow Drive/Lot H, Vail Village Filing 2 Applicant: Villa Cortina, represented by Current Architects Planner: J amie Leaman-Miller 3.8.D R B22-0090 - Paden Holdings L LC Final review of an exterior alteration (windows) Address/Legal Description: 600 Vail Valley Drive Unit A1 & A P-34/Tract B, Vail Village Filing 7 Applicant: Paden Holdings LLC, represented by Beth Levine Architect I nc. 3.9.D R B22-0127 - D FV H L LC Final review of an exterior alteration (hot tub) Address/Legal Description: 4017 Lupine Drive Unit 7A/Lot 7, Bighorn Subdivision Applicant: D F V H LLC, represented by Alicia Davis Architect P C 3.10.D R B21-0271.001 - Gruson Residence Final review of a change to approved plans (hot tub) Address/Legal Description: 814 Potato Patch Drive/Lot 3, Block 1, Vail Potato Patch Filing 1 Applicant: Andreas & Negrete Gruson, represented by Pierce Austin Architects Planner: J onathan Spence 3.11.D R B22-0087 - Ogier Boutique Final review of an exterior alteration (doorway/windows/awning) Address/Legal Description: 141 East Meadow Drive/Lot P & Tract C, Block 5D, Vail Village Filing 1 Applicant: Solaris Commercial Owner L L C, represented by Sinclair Architecture Design Planner: J onathan Spence 3.12.D R B22-0129 - Stone Residence Final review of an exterior alteration (A C) Address/Legal Description: 1880 West Gore Creek Drive Unit W /Lot 48, Vail Village W est Filing 1 Applicant: Michele W. & Robert A. Stone, represented by Vail Management Company Planner: J onathan Spence 3.13.D R B22-0145 - Pitkin Creek Townhomes Final review of an exterior alteration, (reroof) Address/Legal Description: July 5, 2022 - Page 247 of 885 4021 Bighorn Road/ Pitkin Creek Park Phase I I 4041 Bighorn Road/ Pitkin Creek Park Phase I I Applicant: Pitkin Creek Townhomes, represented by Horizon Roofing Planner: J onathan Spence The applic ations and information about the proposals are available for public inspection during regular office hours at the Town of Vail Community Development Department, 75 South Frontage Road. The public is invited to attend the project orientation and the site visits that precede the public hearing in the Town of Vail Town C ounc il Chambers. Times and order of items are approximate, subject to c hange, and cannot be relied upon to determine at what time the Design Review Board will c onsider an item. Please call 970-479-2138 for additional information. Sign language interpretation available upon request with 24-hour notification, dial 711. July 5, 2022 - Page 248 of 885 VA I L TO W N P L A NNI NG A ND E NV I R O NME NTA L A G E ND A ME MO M E E T I NG D AT E : 5/4/2022 I T E M /T O P I C: D RB22-0071 - Potato Patch Townhomes AT TAC H ME N TS: File Name Description D RB22-0071_Documents.pdf D RB22-0071 Documents D RB22-0071_Plans.pdf D RB22-0071 Plans July 5, 2022 - Page 249 of 885 770 Potato Patch Townhomes Exterior Project 2022 July 5, 2022 - Page 250 of 885 Project Description Includes removing existing cedar siding and stucco replace with James Hardie Siding and Brick will remain as is. - Colors seen in CAD drawings and listed below o New Colors Rich Espresso, Woodstock Brown, Monterey Taupe, and Timber Bark. - New Patio Railing steel vertical black railing. - Decking materials is treated redwood and if it needs to be replaced, we are going to use a composite decking material. - New Garage Doors CHI Plank 2358 Grooved Stucco Color Cedar. July 5, 2022 - Page 251 of 885 - Add new Pella Windows same as existing. - New Exterior lighting o Meets dark sky requirement July 5, 2022 - Page 252 of 885 July 5, 2022 - Page 253 of 885 July 5, 2022 - Page 254 of 885 July 5, 2022 - Page 255 of 885 July 5, 2022 - Page 256 of 885 July 5, 2022 - Page 257 of 885 July 5, 2022 - Page 258 of 885 July 5, 2022 - Page 259 of 885 July 5, 2022 - Page 260 of 885 LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0"7' - 0"6' - 6"LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0" A B C6"6"6"7' - 0"6' - 6"LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0"7' - 0"6' - 6"1' - 3"1' - 6"1' - 3"1' - 6"LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0"1' - 3"1' - 6"1' - 3"1' - 6"7' - 0"6' - 6"SHEET NUMBER SCALE: SHEET TITLE: ISSUED FOR: DRAWN: CHECKED: APPROVED: SHEET ISSUE DATE: 3/16" = 1'-0" A001 A, B, & C -ELEVATIONS Approver Checker ZH 22-03770 POTATO PATCH DR.POTATO PATCH EXTERIOR RENOVATION03/07/22 Project Status VAIL, CO 816573/16" = 1'-0"1 NORTH ELEVATION - A, B, & C 3/16" = 1'-0"2 SOUTH ELEVATION - A, B, & C 3/16" = 1'-0"3 WEST ELEVATION - A, B, & C 3/16" = 1'-0"4 EAST ELEVATION - A, B, & C GENERAL NOTES: • ALL EXISTING ROOFS TO REMAIN • ALL EXISTING STONE AROUND GARAGES AND TRASH ALCOVES ARE TO REMAIN • ALL LEVEL 2 WINDOW HEAD HEIGHTS ARE AT 7'-0" UNLESS OTHERWISE DIMENSIONED • ALL LEVEL 3 WINDOW HEAD HEIGHTS ARE AT 6'-6" UNLESS OTHERWISE DIMENSIONED July 5, 2022 - Page 261 of 885 LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0"7' - 0"6' - 6"LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0" D E F G7' - 0"6' - 6"6"6"6"6"LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0"7' - 0"6' - 6"1' - 3"1' - 6"1' - 3"1' - 6"LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0"7' - 0"6' - 6"1' - 3"1' - 6"1' - 3"1' - 6"SHEET NUMBER SCALE: SHEET TITLE: ISSUED FOR: DRAWN: CHECKED: APPROVED: SHEET ISSUE DATE: 3/16" = 1'-0" A002 D, E, F, & G - ELEVATIONS Approver Checker ZH 22-03770 POTATO PATCH DR.POTATO PATCH EXTERIOR RENOVATION03/07/22 Project Status VAIL, CO 816573/16" = 1'-0"1 NORTH ELEVATION - D, E, F, & G 3/16" = 1'-0"2 SOUTH ELEVATION - D, E, F, & G 3/16" = 1'-0"3 WEST ELEVATION - D, E, F, & G 3/16" = 1'-0"4 EAST ELEVATION - D, E, F, & G GENERAL NOTES: • ALL EXISTING ROOFS TO REMAIN • ALL EXISTING STONE AROUND GARAGES AND TRASH ALCOVES ARE TO REMAIN • ALL LEVEL 2 WINDOW HEAD HEIGHTS ARE AT 7'-0" UNLESS OTHERWISE DIMENSIONED • ALL LEVEL 3 WINDOW HEAD HEIGHTS ARE AT 6'-6" UNLESS OTHERWISE DIMENSIONED July 5, 2022 - Page 262 of 885 LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0"7' - 0"6' - 6"LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0" H J K7' - 0"6' - 6"6"6"6"LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0"1' - 3"1' - 6"1' - 3"1' - 6"LEVEL 1 0' -0" LEVEL 2 10' -0" ROOF 30' -0" LEVEL 3 20' -0"7' - 0"6' - 6"1' - 3"1' - 6"1' - 3"1' - 6"SHEET NUMBER SCALE: SHEET TITLE: ISSUED FOR: DRAWN: CHECKED: APPROVED: SHEET ISSUE DATE: 3/16" = 1'-0" A003 H, J, & K -ELEVATIONS Approver Checker ZH 22-03770 POTATO PATCH DR.POTATO PATCH EXTERIOR RENOVATION03/07/22 Project Status VAIL, CO 816573/16" = 1'-0"1 NORTH ELEVATION - H, J, & K 3/16" = 1'-0"2 SOUTH ELEVATION - H, J, & K 3/16" = 1'-0"3 WEST ELEVATION - H, J, & K 3/16" = 1'-0"4 EAST ELEVATION - H, J, & K GENERAL NOTES: • ALL EXISTING ROOFS TO REMAIN • ALL EXISTING STONE AROUND GARAGES AND TRASH ALCOVES ARE TO REMAIN • ALL LEVEL 2 WINDOW HEAD HEIGHTS ARE AT 7'-0" UNLESS OTHERWISE DIMENSIONED • ALL LEVEL 3 WINDOW HEAD HEIGHTS ARE AT 6'-6" UNLESS OTHERWISE DIMENSIONED July 5, 2022 - Page 263 of 885 SHEET NUMBER SCALE: SHEET TITLE: ISSUED FOR: DRAWN: CHECKED: APPROVED: SHEET ISSUE DATE: A004 3D PERSPECTIVES Approver Checker ZH 22-03770 POTATO PATCH DR.POTATO PATCH EXTERIOR RENOVATION03/07/22 Project Status VAIL, CO 816571 {3D} 2 SOUTH WEST PERSPECTIVE - A, B, & C 3 SOUTH EAST PERSPECTIVE - D, E, F, & G 4 SOUTH WEST PERSPECTIVE - H, J, & K July 5, 2022 - Page 264 of 885 A301A301A301A3012222A301A301A301A3013333A301A301A301A3014444A301A301A301A30111113'-0" 7'-7 1/2" 3'-0"14'-9"10'-2" 2'-10 1/2"14'-10 1/2"10'-2" 2'-10 1/2"14'-10 1/2"14'-3 1/2"3'-0" 7'-7 1/2" 3'-0"38'-8"3'-0" 7'-7" 2'-10 1/2" 7'-8" 2'-10 1/2" 7'-8" 3'-0"73'-4" 112'-1 1/2"2'-6" 8'-1" 2'-6" 8'-0 1/2" 2'-6" 8'-0 1/2" 2'-6"36'-2"3'-0"73'-4" 112'-1 1/2"20'-1"7'-10"20'-1"7'-10"20'-1"7'-10" 5 1/2" 7'-10"20'-1"UNIT DUNIT EUNIT FUNIT G 84'-2 1/2"3'-0"7'-7 1/2"3'-0"14'-3 1/2"14'-10 1/2"2'-10 1/2"10'-2"14'-9"3'-0"7'-7 1/2"3'-0"84'-2 127/256"20'-1"7'-10"5 1/2"7'-10"5 1/2"19'-7 1/2"7'-10"20'-1"6 2 '-9 1/2 "3 8 '-8 "3 '-0 "7 '-7 "2 '-10 1/2 "7 '-8 "3 '-0 "6 2 '-9 1/2 "2 '-6 "8 '-1"2 '-6 "8 '-0 1/2 "2 '-6 "3 6 '-2 "3 '-0 "UNIT AUNIT BUNIT CA302A302A302A3023333A302A302A302A3024444A302A302A302A3022222A302A302A302A3021111 84'-2 1/2"3'-0"7'-7 1/2"3'-0"14'-3 1/2"14'-10 1/2"2'-10 1/2"10'-2"14'-9"3'-0"7'-7 1/2"3'-0" 84'-2 1/2"20'-1"7'-10"5 1/2"7'-10"20'-1"7'-10"20'-1"62'-9 1/2"2'-6"8'-1"2'-6"8'-0 1/2"2'-6"36'-2"3'-0"62'-9 1/2"38'-8"3'-0"7'-7"2'-10 1/2"7'-8"3'-0"UNIT HUNIT JUNIT KBeth Levine Architect, Inc.P.O. Box 1825 Avon, CO 81620(970) 926-4993 (P)(970) 926-2993 (F)A201770 POTATO PATCHVAIL, COLORADOPLANSDateDescription1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" PLAN PLAN PLAN PLAN ---- LEVEL 1 DEFGLEVEL 1 DEFGLEVEL 1 DEFGLEVEL 1 DEFG11111/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" PLAN PLAN PLAN PLAN ---- LEVEL 1 ABCLEVEL 1 ABCLEVEL 1 ABCLEVEL 1 ABC22221/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" PLAN PLAN PLAN PLAN ---- LEVEL 1 HJKLEVEL 1 HJKLEVEL 1 HJKLEVEL 1 HJK3333July 5, 2022 - Page 265 of 885 A301A301A301A3012222A301A301A301A3013333A301A301A301A3014444A301A301A301A30111113'-0" 7'-7 1/2" 3'-0"14'-9"10'-2" 2'-10 1/2"14'-10 1/2"10'-2" 2'-10 1/2"14'-10 1/2"14'-3 1/2"3'-0" 7'-7 1/2" 3'-0"4'-6" 3'-0"38'-8"3'-0" 7'-7" 2'-10 1/2" 7'-8" 2'-10 1/2" 7'-8" 3'-0"80'-10" 112'-1 1/2" 112'-1 1/2"80'-10"4'-6" 3'-0" 3'-0 1/2" 4'-6" 3'-0 1/2" 3'-0" 4'-6" 3'-0 1/2"3'-0 1/2" 4'-6" 3'-0"38'-8"3'-0"12'-0 3/4" 3'-0" 12'-10 1/4"12'-0 1/4" 3'-0 1/2" 12'-10 1/4"12'-0 1/4" 3'-0 1/2" 12'-10 1/4"13'-3 3/4"3'-0" 12'-0 3/4"UNIT DUNIT EUNIT FUNIT GA302A302A302A3023333A302A302A302A3024444A302A302A302A3022222A302A302A302A3021111 84'-2 1/2"3'-0"7'-7 1/2"3'-0"14'-3 1/2"14'-10 1/2"2'-10 1/2"10'-2"14'-9"3'-0"7'-7 1/2"3'-0" 84'-2 1/2"7 0 '-3 1/2 "4 '-6 "3 '-0 "3 8 '-8 "3 '-0 "7 '-7 "2 '-10 1/2 "7 '-8 "3 '-0 "7 0 '-3 1/2 "4 '-6 "6 '-0 1/2 "4 '-6 "3 '-0 1/2 "3 '-0 1/2 "4 '-6 "3 '-0 "3 8 '-8 "3 '-0 "12'-0 3/4"3'-0"13'-3 3/4"12'-10 1/4"3'-0 1/2"12'-0 1/4"12'-10 1/4"3'-0"12'-0 3/4"UNIT AUNIT BUNIT C 84'-2 1/2"3'-0"7'-7 1/2"3'-0"14'-3 1/2"14'-10 1/2"2'-10 1/2"10'-2"14'-9"3'-0"7'-7 1/2"3'-0" 84'-2 1/2"70'-3 1/2"4'-6"3'-0"38'-8"3'-0"7'-7"2'-10 1/2"7'-8"3'-0"70'-3 1/2"4'-6"6'-0 1/2"4'-6"3'-0 1/2"3'-0 1/2"4'-6"3'-0"38'-8"3'-0"12'-0 3/4"3'-0"13'-3 3/4"12'-10 1/4"3'-0 1/2"12'-0 1/4"12'-10 1/4"3'-0"12'-0 3/4"UNIT HUNIT JUNIT KBeth Levine Architect, Inc.P.O. Box 1825 Avon, CO 81620(970) 926-4993 (P)(970) 926-2993 (F)A202770 POTATO PATCHVAIL, COLORADOPLANSDateDescription1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" PLAN PLAN PLAN PLAN ---- LEVEL 2 DEFGLEVEL 2 DEFGLEVEL 2 DEFGLEVEL 2 DEFG11111/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" PLAN PLAN PLAN PLAN ---- LEVEL 2 ABCLEVEL 2 ABCLEVEL 2 ABCLEVEL 2 ABC22221/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" PLAN PLAN PLAN PLAN ---- LEVEL 2 HJKLEVEL 2 HJKLEVEL 2 HJKLEVEL 2 HJK3333July 5, 2022 - Page 266 of 885 A301A301A301A3012222A301A301A301A3013333A301A301A301A3014444A301A301A301A30111113'-0" 7'-7 1/2" 3'-0"14'-9"10'-2" 2'-10 1/2"14'-10 1/2"10'-2" 2'-10 1/2"14'-10 1/2"14'-3 1/2"3'-0" 7'-7 1/2" 3'-0"2'-4 129/256"39'-4 191/256"2'-11 3/8" 7'-7" 2'-10 1/2" 7'-8 5/8" 2'-9 7/8" 7'-8 5/8" 2'-11 3/8" 112'-1 1/2"76'-4"3'-0" 2'-6" 5'-1" 3'-0" 2'-6" 5'-0 1/2" 3'-0" 2'-6" 5'-0 1/2" 3'-0" 2'-6"36'-2"3'-0" 112'-1 1/2"3'-0" 6'-6" 3'-0" 5'-1" 2'-6" 5'-10 1/2" 1'-11 1/2" 3'-0" 6'-6" 3'-0" 5'-1" 2'-6" 5'-10 1/2" 1'-11 1/2" 3'-0" 6'-6" 3'-0" 5'-1" 2'-6" 5'-10 1/2" 1'-11 1/2"2'-5" 5'-10 1/2" 2'-6" 5'-1" 3'-0" 6'-6" 3'-0"UNIT DUNIT EUNIT FUNIT G76'-4"A302A302A302A3023333A302A302A302A3024444A302A302A302A3022222A302A302A302A3021111 84'-2 1/2"3'-0"7'-7 1/2"3'-0"14'-3 1/2"14'-10 1/2"2'-10 1/2"10'-2"14'-9"3'-0"7'-7 1/2"3'-0" 84'-2 1/2"3 '-0 "3 8 '-9 1/4 "2 '-11 3 /8 "7 '-7 5 /8 "2 '-9 7 /8 "7 '-8 5 /8 "2 '-11 3 /8 "3'-0"6'-6"3'-0"5'-1"2'-6"5'-10 1/2"2'-5"1'-11 1/2"5'-10 1/2"2'-6"5'-1"3'-0"6'-6"3'-0"1'-11 1/2"5'-10 1/2"2'-6"5'-1"3'-0"6'-6"3'-0"6 5 '-9 1/2 "6 5 '-9 1/2 "3 '-0 "3 6 '-2 "2 '-6 "3 '-0 "5 '-0 1/2 "2 '-6 "3 '-0 "5 '-1"2 '-6 "3 '-0 "UNIT AUNIT BUNIT C 84'-2 1/2"3'-0"7'-7 1/2"3'-0"14'-3 1/2"14'-10 1/2"2'-10 1/2"10'-2"14'-9"3'-0"7'-7 1/2"3'-0"3'-0"38'-9 1/4"2'-11 3/8"7'-7 5/8"2'-9 7/8"7'-8 5/8"2'-11 3/8"65'-9 1/2"65'-9 1/2"3'-0"2'-6"5'-1"3'-0"2'-6"5'-0 1/2"3'-0"2'-6"36'-2"3'-0"3'-0"6'-6"3'-0"5'-1"2'-6"5'-10 1/2"2'-5"1'-11 1/2"5'-10 1/2"2'-6"5'-1"3'-0"6'-6"3'-0"1'-11 1/2"5'-10 1/2"2'-6"5'-1"3'-0"6'-6"3'-0" 84'-2 1/2"UNIT HUNIT JUNIT KBeth Levine Architect, Inc.P.O. Box 1825 Avon, CO 81620(970) 926-4993 (P)(970) 926-2993 (F)A203770 POTATO PATCHVAIL, COLORADOPLANSDateDescription1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" PLAN PLAN PLAN PLAN ---- LEVEL 3 DEFGLEVEL 3 DEFGLEVEL 3 DEFGLEVEL 3 DEFG11111/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" PLAN PLAN PLAN PLAN ---- LEVEL 3 ABCLEVEL 3 ABCLEVEL 3 ABCLEVEL 3 ABC22221/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" PLAN PLAN PLAN PLAN ---- LEVEL 3 HJKLEVEL 3 HJKLEVEL 3 HJKLEVEL 3 HJK3333July 5, 2022 - Page 267 of 885 Beth Levine Architect, Inc.P.O. Box 1825 Avon, CO 81620(970) 926-4993 (P)(970) 926-2993 (F)A001770 POTATO PATCHVAIL, COLORADOVISUALSDateDescriptionJuly 5, 2022 - Page 268 of 885 Level 14'-6"Level 14'-6"Roof34'-6"Roof34'-6"Level 214'-6"Level 214'-6"Level 324'-6"Level 324'-6"Roof34'-6"Roof34'-6"Level 214'-6"Level 214'-6"Level 324'-6"Level 324'-6"Level 14'-6"Level 14'-6"Roof34'-6"Roof34'-6"Level 214'-6"Level 214'-6"Level 324'-6"Level 324'-6"Level 14'-6"Level 14'-6"Roof34'-6"Roof34'-6"Level 214'-6"Level 214'-6"8504.5'Level 324'-6"Level 324'-6"Beth Levine Architect, Inc.P.O. Box 1825 Avon, CO 81620(970) 926-4993 (P)(970) 926-2993 (F)A301770 POTATO PATCHVAIL, COLORADOELEVATIONSDateDescription1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" ELEVATION ELEVATION ELEVATION ELEVATION ---- SOUTH DEFGSOUTH DEFGSOUTH DEFGSOUTH DEFG11111/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" ELEVATION ELEVATION ELEVATION ELEVATION ----NORTH DEFGNORTH DEFGNORTH DEFGNORTH DEFG22221/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" ELEVATION ELEVATION ELEVATION ELEVATION ----EAST DEFGEAST DEFGEAST DEFGEAST DEFG33331/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0" 0" 0" 0" ELEVATION ELEVATION ELEVATION ELEVATION ---- WEST DEFGWEST DEFGWEST DEFGWEST DEFG4444July 5, 2022 - Page 269 of 885 VA I L TO W N P L A NNI NG A ND E NV I R O NME NTA L A G E ND A ME MO M E E T I NG D AT E : 5/4/2022 I T E M /T O P I C: D RB21-0307.001 - 286 Bridge St. Inc. AT TAC H ME N TS: File Name Description 286_Bridge_Rooftop_Plan_Set.pdf Plan Set July 5, 2022 - Page 270 of 885 1.DO NOT SCALE DRAWINGS.2.ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED, AND INACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES,PERMITS, AND CONTRACT DOCUMENTS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATEPLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE.4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS BEFORE STARTING ANY WORK. SHOULD ADISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, ORBETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS,THE GC SHALL NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTIONSON HOW TO PROCEED.5.DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD,CENTERLINE OF STRUCTURAL COLUMN, AND/OR FACE OF CONCRETEFOUNDATION WALLS, UNLESS OTHERWISE NOTED.6.ALL ANGLES ON PLANS ARE 90 OR 45 DEGREES, UNLESS OTHERWISENOTED.7.UNLESS OTHERWISE DIMENSIONED, CENTER DOOR AND WINDOWOPENINGS, PLUMBING FIXTURES, ELECTRICAL DEVICES, HVACDEVICES, ETC., DIRECTLY BETWEEN INTERSECTING WALLS. MAINTAINA MINIMUM OF 6" FROM INTERSECTING WALLS TO WINDOW AND/ORDOOR OPENINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.8.COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO FITWITHIN CEILING AND WALL CAVITIES/SPACES. REFER TO THE BCIJOIST MANUAL FOR MAXIMUM TRUSSED JOIST PENETRATION SIZES.REVIEW POSSIBLE CONFLICTS WITH ARCHITECT OR GENERALCONTRACTOR PRIOR TO INSTALLATION FOR DETERMINATION OFPROPER COURSE OF ACTION.9.THESE DRAWINGS REPRESENT BUILDING CORE AND SHELLCONSTRUCTION INFORMATION, ANY FINISHES OR FIXTURES SHOWNARE FOR GRAPHIC LOCATION PURPOSES ONLY.10.MECHANICAL ROOM, ATTIC, AND CRAWL SPACE VENTILATION IS THERESPONSIBILITY OF THE MECHANICAL CONTRACTOR AND TO BE PERALL APPLICABLE CODES.11.THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS TO THESITE AND TO THE AREAS PERMITTED BY THE OWNER AND THEARCHITECT.12.THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLYCONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BEUNREASONABLY ENCUMBERED WITH ANY MATERIALS OREQUIPMENT. EACH SUB-CONTRACTOR IMMEDIATELY UPONCOMPLETION OF EACH PHASE OF HIS/HER WORK, SHALL REMOVEALL TRASH AND DEBRIS AS A RESULT OF HIS/HER OPERATION.13.ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKEDAND PROTECTED TO PREVENT DAMAGE AND DETERIORATION.FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OFWORK.14.NO PORTION OF THE WORK REQUIRING A SHOP DRAWING ORSAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSIONHAS BEEN REVIEWED BY THE ARCHITECT.15.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALLNECESSARY MISCELLANEOUS BLOCKING AND BACKING SUPPORTFOR BUILDING COMPONENTS SUCH AS LIGHT FIXTURES, TOWELBARS, ET.AL.16.MAINTAIN ALL RATED ASSEMBLIES AT EXTERIOR WALLS, PARTYWALLS, FLOORS, AND ROOFS IN THE BUILDING.GENERAL NOTESABBREVIATIONSN NORTHN/ANOT APPLICABLENICNOT IN CONTRACTNO NUMBERNOMNOMINALNTSNOT TO SCALEOC ON CENTER(S)OD OUTSIDE DIAMETEROPPOPPOSITEOSBORIENTED STRAND BOARDOSFOUTSIDE FACEOZOUNCEP POLEPERPPERPENDICULARPL PLATE, PROPERTY LINEPLY PLYWOODPREFABPREFABRICATEDPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPAINTPWPOTABLE WATERQTQUARRY TILEQTYQUANTITYRRISERRCPREFLECTED CEILING PLANRDROOF DRAINREREFERENCEREFREFRIGERATORREINF REINFORCE(D), (ING)RM ROOMROROUGH OPENINGRSROUGH SAWNSSOUTHSCSOLID CORESCHSCHEDULESDSTORM DRAINSECTSECTIONSFSQUARE FEETSHTGSHEATHINGSHT SHEETSIM SIMILARSPEC SPECIFICATION(S)SQ SQUARESTDSTANDARDSTL STEELSTMPSTAMPEDSTNSTONESTORSTORAGESTRUCT STRUCTURE (AL)SUSP SUSPENDEDTHK THICK(NESS)THRU THROUGHTO TOP OFTOBTOP OF BEAMTOCTOP OF CONCRETETOWTOP OF WALLTRTREADTRANS TRANSVERSETS TUBE STEELTSFTOP OF STRUCTURAL FLOORTSSTOP OF STRUCTURAL SLABTYP TYPICALUG UNDERGROUNDULUNDERWRITER'S LABORATORYUNOUNLESS NOTED 0THERWISEVBVAPOR BARRIERVERT VERTICALVEST VESTIBULEVIFVERIFTY IN FIELDWWESTW/ WITHW/DWASHER/DRYERW/OWITHOUTWC WATER CLOSETWDWOODWPWATERPROOF(ING)WWFWELDED WIRE FABRICX CROSSAB ANCHOR BOLTACOUS ACOUSTICALAFF ABOVE FINISHED FLOORALT ALTERNATEALUM ALUMINUMAPPROXAPPROXIMATEARCH ARCHITECT(URAL)ASLABOVE SEA LEVELATTENATTENUATIONBDBOARDBKG BACKGROUNDBLDG BUILDINGBLK BLOCKBM BEAMBOT BOTTOMBOBOTTOM OFBRG BEARINGBTWNBETWEENBUR BUILT UP ROOFINGC/C CENTER TO CENTERCHNLCHANNELCJCONTROL JOINTCLCENTER LINECLG CEILINGCLOSCLOSETCMP CORRUGATED METAL PIPECOCLEANOUTCOL COLUMNCONC CONCRETECONT CONTINUOUS, CONTINUECORRCORRUGATEDCUCUBICCWCOLD WATERD DEEP/DEPTHDIAG DIAGONALDIAM DIAMETERDTL DETAILDWDISHWASHERDWG DRAWINGEAEACHELEC ELECTRIC(AL)ELEV ELEVATION/ELEVATOREM EMERGENCYEMBED EMBEDMENTEQEQUALEQUIPEQUIPMENTEXGEXISTINGEXP EXPANSIONEXTEXTERIORFD FLOOR DRAINFNDNFOUNDATIONFF FINISH FLOORFG FIBERGLASSFH FIRE HYDRANTFLG FLANGEFLUORFLOURESCENTFT FEETFTG FOOTINGG GASGA GAUGEGAL GALLONGALV GALVANIZEDGI GALVANIZED IRONGLGLASSGNDGROUNDGR GRADE, GRADINGGWB GYPSUM WALL BOARDHBHOSE BIBBHCHOLLOWCOREHDWRHARDWAREHTHEIGHTHKHOOK(S)HORZ HORIZONTALHPHIGH POINTHPWRHORSE POWERHRHOURHWHOT WATERHWCHOT WATER CIRCULATIONININCHESINCLINCLUDE, INCLUDINGINFOINFORMATIONINSUL INSULATION/INSULATINGINTINTERIORJT JOINTMATLMATERIALMAX MAXIMUMMECH MECHANICALMFRMANUFACTURE(R)MH MANHOLEMINMINIMUMMISCMISCELLANEOUSMTDMOUNTED, MOUNTINGMTL METAL1A101SIM1A1011A1011A101A1011SIM1A101A1011SIMBUILDING SECTION(PLAN)BUILDING SECTION(ELEVATION)ELEVATIONSWALL SECTIONDETAIL CALLOUTDETAIL CUT(PLAN/SECTION)RELATED DETAIL CUTBELOW OR ABOVE2468NAMEELEVATIONDRAWING NAMESCALE1DOOR TAGWINDOW TAGREVISION TAGLEVEL TAGSDRAWING TITLENORTH ARROWSYMBOLSAPROJECT NORTH1WALL TYPE TAG1iKEYNOTE TAG?BUILDINGSECTIONNUMBERSHEET NUMBERDETAIL NUMBERSHEET NUMBERDIRECTORYOWNER286 BRIDGE STREET, INC50 E SAMPLE RD, SUITE 400POMPANO BEACH, FL 33064-3552P: (954)242-6768E: sharon.gustafson@yahoo.comCONTACT: SHARON GUSTAFSONARCHITECTS3 ARCHITECTURAL GROUP, LLCPO BOX 1537EAGLE, CO 81631P: (970)361-1393E: amy@s3ag.comCONTACT: AMY SALTER, PRINCIPALGENERAL CONTRACTORROCKY MOUNTAIN GC, LLCPO BOX 6590EAGLE, CO 81631P: (970) 376-3884E: jason@rockymountaingc.comCONTACT: JASON HERZOGDRAWING LISTNO:CSA1.1NAMECOVER SHEETPROPOSED LOCATION FOR MECHANICALEQUIPMENTVICINITY MAPCEILING TAGSFINISHELEVATIONWIDTH (2'-4")HEIGHT (6'-8")PARCEL # 210108241001CODE SUMMARY·JURISDICTION: TOWN OF VAIL, COLORADO·BUILDING CODE EDITIONS:2018 IBC, 2018 IEBC, 2018 IFC, 2018 IPC, 2018 IMC, 2018 FGC, 2017 NEC,2018 IECC·OCCUPANCY:R-2·REQUIRED SEPARATION OF OCCUPANCIES:R TO R - 1 HR·CONSTRUCTION TYPE: V-BTABLE 601 - FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) TYPE V-B 0 HOUR - PRIMARY STRUCTURAL FRAME 0 HOUR - BEARING WALLS (EXTERIOR)0 HOUR - BEARING WALLS (INTERIOR)0 HOUR - NONBEARING WALLS AND PARTITIONS (EXT)0 HOUR - NONBEARING WALLS AND PARTITIONS (INT)0 HOUR - FLOOR CONSTRUCTION 0 HOUR - ROOF CONSTRUCTION·STORIES: 3 ABOVE GRADE PLANE·SPRINKLERS:YESCOVER SHEETCSISSUE:DateNo.RemarksSHEET NAMESHEET NUMBERPROJECT NO:ARCHITECTURALGROUP, LLC(970) 361-1393amy@s3ag.comPO Box 1537Eagle, Colorado 81631286 BRIDGE STREET UNIT 2 REMODEL 286 BRIDGE STREET, UNIT 2 VAIL, CO 81657104/09/21PROGRESS SET204/12/21DRB SUBMITTAL307/12/21DRB SUBMIT - MECH210507/12/2021July 5, 2022 - Page 271 of 885 VA I L TO W N P L A NNI NG A ND E NV I R O NME NTA L A G E ND A ME MO M E E T I NG D AT E : 5/4/2022 I T E M /T O P I C: D RB19-0652.001 - Vail Corp AT TAC H ME N TS: File Name Description Lot_1_East_Vail_Housing_#2.pdf Plan Set July 5, 2022 - Page 272 of 885 Job No.: 2021-19Sheet: 1 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh site.dwgIssue: DRB Review SetEast VailHousingVail, ColoradoSite PlanInit.: SCALE:1"=30'CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETNFeet03060July 5, 2022 - Page 273 of 885 Job No.: 2021-19Sheet: 2 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh grade.dwgIssue: DRB Review SetEast VailHousingVail, ColoradoGrading PlanInit.: SCALE:1"=30'CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETNFeet03060July 5, 2022 - Page 274 of 885 CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETJob No.: 2021-19Sheet: 3 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh grade.dwgIssue: ProgressEast VailHousingVail, ColoradoEnlarged Grading PlanInit.: SCALE:1"=10'NFeet01020July 5, 2022 - Page 275 of 885 CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETJob No.: 2021-19Sheet: 4 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh grade.dwgIssue: ProgressEast VailHousingVail, ColoradoEnlarged Grading PlanInit.: SCALE:1"=10'NFeet01020July 5, 2022 - Page 276 of 885 CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETJob No.: 2021-19Sheet: 5 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh grade.dwgIssue: ProgressEast VailHousingVail, ColoradoEnlarged Grading PlanInit.: SCALE:1"=10'NFeet01020July 5, 2022 - Page 277 of 885 CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETJob No.: 2021-19Sheet: 6 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh grade.dwgIssue: ProgressEast VailHousingVail, ColoradoEnlarged Grading PlanInit.: SCALE:1"=10'NFeet01020July 5, 2022 - Page 278 of 885 Job No.: 2021-19Sheet: 7 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh profile.dwgIssue: ProgressEast VailHousingVail, ColoradoDrive ProfileInit.: SCALE:1"=30'CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETNFeet03060July 5, 2022 - Page 279 of 885 Job No.: 2021-19Sheet: 8 of 8 Date: April 19, 2022Drawn: D. LeinweberFile: evh utility.dwgIssue: DRB Review SetEast VailHousingVail, ColoradoUtility PlanInit.: SCALE:1"=30'CivilInsight235 So. Ridge St - P.O. BOX 7644BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858DON@CIVILINSIGHT.NETNFeet03060July 5, 2022 - Page 280 of 885 APPROVED DRAWINGS FROM PEC SUBMITTAL DATED 2019.08.12 The size, complexity and location of the project and local restrictions on blasting activities will require construction to be completed over multiple building seasons. The landscape wall at the top of the site will need to be completed first in order to stabilize the hillside above the proposed residential development. To meet the TOV requirements regarding deed-restricted housing, the apartment building will need to be the first structure completed and occupied on the site. All wet and dry utilities that serve the apartments will need to be installed, including all site amenities, the proposed bus stops on the adjacent Frontage Road and the path down to them. CONSTRUCTIONSEQUENCING NARRATIVE EAST VAIL HOUSING | EXHIBIT A EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 1 July 5, 2022 - Page 281 of 885 LIMIT OF DISTURBANCE USFS I-70 FRONTA G E R O A D TRACT A AREA AAREA A AREA C BUS S T O P AREA B CONSTRUCTIONSEQUENCING SEQUENCE 1 EAST VAIL HOUSING | EXHIBIT A Construction sequencing will begin with site preparation activities such as over lot grading, construction of the rockfall wall, and installation of major infrastructure elements as outlined below. • Sequence 1 mobilization: July 1, 2022• Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23)• Sequence 1 remobilization of heavy site construction: June 1, 2023• Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023• Sequence 2 Completion: December 1, 2024 1 AREA A –Site Grading –Utilities –Retaining Walls –Apartment Building –Fire Turn around –Trail Connection –Bus Stops –Site Drainage –Wildlife Fencing Easement –Amenity Space –Planting AREA B –Roadway Grading –Building Pad Grading AREA C –Rockfall Berm Grading and Associated Planting –Retaining Walls Construction sequencing plan updates EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 2 1 PROPOSED CONSTRUCTION SEQUENCE: 1 July 5, 2022 - Page 282 of 885 Sequence 2 completes roadway improvements and constructs the included townhome buildings with associated landscape. • Sequence 1 mobilization: July 1, 2022• Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23)• Sequence 1 remobilization of heavy site construction: June 1, 2023• Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023• Sequence 2 Completion: December 1, 2024 2 AREA A –Sequence 1 completed AREA B –Townhome buildings A-H –Road extension –Fire turn-around –Planting AREA C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: 2 Construction sequencing plan updates LIMIT OF DISTURBANCE AREA B USFS I-70 FRONTA G E R O A D BUS S T O P TRACT A AREA A AREA C CONSTRUCTIONSEQUENCING SEQUENCE 2 EAST VAIL HOUSING | EXHIBIT A EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 3 2 July 5, 2022 - Page 283 of 885 The development is proposed to be constructed with only a few buildings at one time. In order to meet the requirements for at least 70% of the Gross Residential Floor Area (GRFA) of the site to be deed-restricted employee housing units at any time, a construction timing plan has been provided. The plan generally calls for development starting on the west end of the site. The rockfall wall shall be graded and landscaped first, with the grading of the whole site to follow. The rental apartment building is to be constructed first. The final stage in construction is planned for Buildings A, B, C, D, E, F, G, and H. • Sequence 1 mobilization: July 1, 2022• Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23)• Sequence 1 remobilization of heavy site construction: June 1, 2023• Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023• Sequence 2 Completion: December 1, 2024 1 Area A –Sequence 1 completed Area B –Sequence 2 completed Area C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: ALL Construction sequencing plan updates LIMIT OF DISTURBANCE AREA A AREA B AREA C USFS I-70 FRONTA G E R O A D TRACT A BUS S T O P CONSTRUCTIONSEQUENCING FULL BUILD OUT EAST VAIL HOUSING | EXHIBIT A EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 4 1 July 5, 2022 - Page 284 of 885 A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RIDG E 161'-0" T.O. RIDG E 150'-6" T.O. RIDGE 113'-6" T.O. RID G E 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6 " T.O. RI D G E 114'-6 " T.O. R I D G E 125'-0" T.O. RID GE 113'-6" T.O. RID G E 114'-6" T.O. RIDG E 125'-0" T.O. RIDG E 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDG E 122'-0" T.O. RIDGE 137'-0 " T.O. RIDGE 125'-0" T.O. RIDGE 146'-0" T.O. RID G E 141'-0" T.O. RIDG E 139'-0" T.O. SLO P E 146'-0" T.O. RID G E 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RID G E 139'-0" T.O. SLOPE +1 8.3 +1 8 +1 7 +40 1 .5 +4 01.6 0 +4 0 1 .9 7 +4 0 5.4 5 +4 09 .8 1+4 0 7.6 3 +14 .21 +14 .4 3 +1 2 .59+12 .4 9 +4 09 .9 5+4 09 .9 1 +4 1 2.6 4+10 .80+1 0 .80 +1 1 .5 2+11.5 2 +1 4.38 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +81.0 +40 0 +4 0 6 +40 7 +4 1 3 +40 2 +4 0 8 +4 0 9 +414 +4 1 2 +4 0 6 +4 0 4 +4 1 0 +4 1 1 +41 7 +40 6 +412 +4 1 3 +4 08 +4 2 4 +416 +41 0 +43 0 +4 20 +1 2 +1 9 +1 8 +1 8 +1 4 +8 4 .0 +8 5 .3+88 .3 +8 9 .6+9 2.6 +93.9 +81.7 +84 .7 +8 6.0 +89.0 +9 0 .3 +9 3 .3 +94 .6 +4 0 0.6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +9 3 .9 +99 .6 +8 1 .0 +8 4 .0 +8 5 .3 +8 8 .3 +8 9 .6 +9 2 .6 +8 2 .0 +8 5 .0 +8 6 .3 +8 9 .3 +9 0 .6 +9 3 .6 +8 4 .0 +8 7 .0 +8 8 .3 +9 1 .3 +9 2 .6 +9 5 .6+9 2 .7 +9 3 .9 +9 5.9 +86 .0 +89 .0 +90 .3 +93 .3 +94 .6 +97 .6+97 .9 +8 7.3 +9 0.3 +9 1 .6 +9 4.6 +9 5.9 +9 8.9 +9 9.1 +9 9.0 +40 4 .4 +40 4 .6 +40 4 .5 +9 3.0 +9 6.0 +9 7.3 +4 00 .3 +4 01.6+4 04 .4 +4 04.6 +4 04 .5 +9 4.5 +9 7 .5 +9 8 .8 +4 0 1 .8 +4 0 3.1+4 0 6.1+4 0 6.2 +9 6 .0 +9 9 .0 +4 0 1.3+4 0 4.3 +40 7 .5 +40 7 .4 +4 01.0 +4 07 .5 +4 07 .4 +81.7+8 4 .7 +8 6.0+89 .0 +90 .3+9 3 .3 +9 4.6 +4 0 0.6 +4 02.2+4 05.2 +4 06.5+4 09.5 +4 1 0.8+4 1 3.8 +4 04 .0+4 07 .0 +4 08 .3+4 11.3 +4 12.6+4 15.6 +9 6 .9 +96 .0 +93 .0 +9 1 .7 +88 .7 +9 6.0 +93 .0+91 .7 +8 8 .7 +8 7 .4 +8 4.4 +83.1 +8 0 .1 +84 .4 +8 1 .2 +9 7.1 +40 7 .5+4 0 9 .5+4 1 0.8 +93 .0+96 .0 +97 .3 +40 0 .3 +4 05 .6 +98 .0+40 1 .0 +40 2 .3+40 4 .1 9 2.0 + 92.0 + 9 5 .0+ 9 6.3 + 9 9.3 + 9 5 .0+ 9 6.3 + 9 9.3 + +40 1 .6 +405 .1+40 8.1 +4 09.4+4 1 2.4 +4 0 6.0+4 0 9.0 +4 1 0 .3+4 1 2 .0 +4 08 .0+4 1 1 .0 +4 1 2.3 +4 00 .1 +1 7 +2 4 +17 +1 1 +1 8 +25 +2 6+30 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM +18.3 +1 8 +1 7 +4 0 1 .5 +40 1 .6 0 +401.9 7 +405 .4 5 +40 9 .81+407 .6 3 +1 4 .2 1 +1 4 .43 +1 2.5 9+1 2 .49 +40 9 .95+40 9 .91 +412 .6 4+1 0 .80+1 0.8 0 +11.5 2+1 1 .52 +14.3 8 8 4 0 0 841084205.5%5.5%8 4 1 6 .9 8 4 1 7 .9 8 4 1 9 .2 8 4 2 0 .2 8 4 2 2 .6 8 4 2 4 .1 8 4 2 2 .6 8 4 1 0 .6 8 4 1 1 .6 8 4 2 3 .6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +8 1 .0 +4 0 0 +4 06 +4 0 7 +4 1 3 +4 0 2 +4 08 +40 9 +4 1 4 +4 1 2 +4 06 +4 0 4 +4 10 +411 +4 1 7 +4 0 6 +4 1 2 +4 13 +40 8 +4 2 4 +41 6 +4 1 0 +4 3 0 +42 0 +12 +1 9 +18 +18 +14 +8 4.0 +85 .3+8 8 .3 +8 9 .6+92 .6 +93 .9 +8 1 .7 +8 4 .7 +86 .0 +89 .0 +9 0.3 +93.3 +9 4 .6 +400 .6 +8 1 .0 +8 4.0 +8 5.3 +8 8.3 +8 9.6 +9 2.6 +9 3.9 +9 9 .6 +81.0 +84.0 +85.3 +88.3 +89.6 +92.6 +8 2.0 +8 5.0 +86.3 +89.3 +90.6 +93.6 +84 .0 +87 .0 +88 .3 +91.3 +92 .6 +95 .6+92.7 +93.9 +95 .9 +8 6 .0 +8 9 .0 +9 0 .3 +9 3 .3 +9 4 .6 +9 7 .6+9 7 .9 +87 .3 +90 .3 +91.6 +94 .6 +95 .9 +98 .9 +99 .1 +99 .0 +4 0 4.4 +4 0 4 .6 +4 0 4.5 +93 .0 +96 .0 +97 .3 +40 0 .3 +40 1 .6+40 4 .4 +40 4 .6 +40 4 .5 +94 .5+97.5 +98.8 +401.8 +403 .1+406 .1+406 .2 +96 .0 +99 .0 +40 1.3+40 4 .3 +4 0 7.5 +4 0 7.4 +40 1 .0 +40 7 .5 +40 7 .4 +8 1 .7+8 4.7 +86 .0+8 9 .0 +9 0 .3+93 .3 +94 .6 +4 00 .6 +40 2 .2+40 5 .2 +40 6 .5+40 9 .5 +410 .8+413 .8 +40 4 .0+40 7 .0 +40 8 .3+411 .3 +412 .6+415 .6 +9 6.9 +9 6 .0 +9 3 .0 +9 1 .7 +88 .7 +96 .0 +9 3 .0+9 1 .7 +88 .7 +87 .4 +84 .4 +83 .1 +80.1 +8 4 .4 +8 1 .2 +97 .1 +4 0 7 .5+4 0 9.5+410 .8 +9 3 .0+9 6 .0 +9 7 .3 +4 0 0.3 +40 5 .6 +9 8 .0+4 0 1 .0 +4 0 2.3+4 0 4.1 92 .0 + 9 2 .0+ 9 5.0 + 96 .3 + 99 .3 + 9 5.0 + 96 .3 + 99 .3 + +4 0 1 .6 +40 5 .1+40 8 .1 +40 9 .4+412 .4 +4 06 .0+4 09 .0 +410.3+412.0 +40 8 .0+411.0 +412 .3 +40 0 .1 +1 7 +2 4 +17 +11 +18 +25 +2 6+3 0 +2 0 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RIDGE 161'-0" T.O. RIDGE 150'-6" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RID G E 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 122'-0" T.O. RIDG E 137'-0" T.O. RIDGE 125'-0" T.O. RIDGE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Roof Elevation Height from most Restrictive Most Restrictive Grade Building 1 POINT 1.1 8390 8395 8439 49 8390 POINT 1.2 8385 8394.9 8444.9 60 8385 POINT 1.3 8383 8394.9 8438.9 56 8383 POINT 1.4 8386 8402 8446 60 8386 POINT 1.5 8390 8404 8439 49 8390 POINT 1.6 8396 8406 8444 49 8396 POINT 1.7 8400 8406.9 8438.9 38.9 8400 POINT 1.8 8403 8407 8446 43 8403 Building 2 POINT 2.1 8393 8396.5 8416.5 23.5 8393 POINT 2.2 8398 8399 8445 47 8398 POINT 2.3 8397 8399 8443.5 46.5 8397 POINT 2.4 8403 8409 8462 60 8403 POINT 2.5 8405 8411.9 8448.9 43.9 8405 POINT 2.6 8408 8414 8460 52 8408 Building 3 POINT 3.1 8398 8402 8446 48 8398 POINT 3.2 8401 8404.4 8454.4 53.4 8401 POINT 3.3 8404 8409 8451 47 8404 POINT 3.4 8407 8414 8461 54 8407 POINT 3.5 8410 8416 8457 47 8410 POINT 3.6 8414 8418 8454 40 8414 N BUILDI N G A BUILDI N G B BUILDI N G C BUILDI N G D BUILDI N G E BUILDI N G F BUILDI N G G BUILDI N G H ZONE A ZONE B ZONE C DUMP S T E R S DRIVE W A Y PARKI N G 24 4 7 9 7 8 DRIVE W A Y MONUM E N T SIGN FIRE H Y D R A N T LIGHT B O L L A R D -14 LO C A T I O N S LIGHT P O L E -5 LOC A T I O N S TRASH E N C L O S U R E BIKE R A C K -4 LOC A T I O N S SITE S I G N A G E S IG N BUS S T O P NOT IN C O N T R A C T ( N I C ) SITE P L A N L E G E N D POINT O F E N T R Y POINT O F E M E R G E N C Y E G R E S S ACCES S I B L E P A R K I N G O R ACCE S S I B L E E N T R Y P O I N T ACCES S I B L E R O U T E SITE W A L L , R E : C I V I L & LAN D S C A P E SNOW S T O R A G E LIMIT O F S C O P E O F W O R K ACCE S S I B L E U N I T WETL A N D S RETAI N I N G W A L L -TYPE 1 PARKI N G S T A L L N O . ( S E Q U E N C E 2 O N L Y ) PROP E R T Y L I N E SETBA C K L I N E CENTE R L I N E 2' CON T O U R S ( E X I S T I N G ) NEW C O N T O U R S ( P R O P O S E D ) ## PROJ. N O . DRAWN: CHECKE D : DATE: © OZ AR C H I T E C T U R E SCALE: SHEET N U M B E R SHEET T I T L E : ISSUED F O R : APPROV E D : 3003 L a r i m e r S t r e e t Denver , C o l o r a d o 8 0 2 0 5 phone 3 0 3 . 8 6 1 . 5 7 0 4 www.o z a r c h . c o m ARCHI T E C T U R E ®4/22/2022 4:35:32 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 40' - 0 "LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161 . 0 0 OZ OZ 2022/0 3 / 2 5 SITE P L A N A-100 LOT 1 - E A S T V A I L HOUSI N G Approv e r 1" = 40' - 0 " 1SITE P L A N 0'20' 40' 80' 160' PROJEC T NORTH TRUE NORTH 9.00° 1.1 2.3 3.3 1.7 3.6 1.8 2.61.2 3.2 1.6 2.5 3.51.3 2.1 3.1 1.5 2.2 3.4 1.4 2.4 4 EAST VAIL HOUSING | EXHIBIT F APPROVED DRAWINGS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN SITE DESIGN GRADING SITE SECTION 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading and roof form to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall wall design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 5 July 5, 2022 - Page 285 of 885 Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"11' - 6 71/256"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 71/256"ZONE C ZONE B ZONE A TYP.2' - 0" 26.17 LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:56:22 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODEELEVATIONS G-107 LOT 1 - EAST VAILHOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALLUNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED INACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITHAUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 26.17 SOLAR PANELS, RE: ELEC 1/8" = 1'-0"2 NORTH CODE ELEVATION LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' 40 40 40 40 34 37 27 27 27 27 27 27 27 27 25 26 24 Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. EAST VAIL HOUSING | EXHIBIT J APPROVED ELEVATION FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS 24 25 26 27 28 34 37 40 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form meet approved building heights. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 6 July 5, 2022 - Page 286 of 885 Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0"SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0"THIRD LEVEL FF - 151'-0"SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT - ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"11' - 6 71/256"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 71/256"ZONE C ZONE B ZONE A TYP.2' - 0" 26.17 LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRING POINT_ZONE C148' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:56:22 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODEELEVATIONS G-107 LOT 1 - EAST VAIL HOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALLUNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED INACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITHAUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 26.17 SOLAR PANELS, RE: ELEC 1/8" = 1'-0"2 NORTH CODE ELEVATION 25 25 3737 25 37 24 24 24 27 27 27 27 24 34 26 26 4040 40 40 EAST VAIL HOUSING | EXHIBIT K APPROVED ELEVATION FROM DRB PACKAGE 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. 24 25 26 27 28 34 37 40 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form meet approved building heights. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 7 July 5, 2022 - Page 287 of 885 LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"EXTENTS OF FOUNDATION BELOW GRADE 158' - 10 1/4" 147' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"149' - 11 1/2" 161' - 2 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT - ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"8423' - 10" 8413' - 0"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"EXTENTS OF FOUNDATION BELOW GRADE CLR6' - 8"149' - 11 3/4" 159' - 8 1/4" 149' - 11 1/2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 4:18:59 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALLUNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS.2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3.3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED IN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITHAUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTESNO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD- FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"EXTENTS OF FOUNDATION BELOW GRADE 158' - 10 1/4" 147' - 7 1/2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"149' - 11 1/2" 161' - 2 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"8423' - 10" 8413' - 0"LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2"9' - 8"10' - 10"10' - 10"10' - 10"42' - 2"EXTENTS OF FOUNDATION BELOW GRADE CLR6' - 8"149' - 11 3/4" 159' - 8 1/4" 149' - 11 1/2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 4:18:59 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALLUNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED INACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITHAUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE: NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12) AND BATTEN (1X4) WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS,BRONZE COLOR METAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS: LIGHT SAND FINISH SW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS, BRONZE COLOR METAL HORIZONTAL RAILINGS MOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES, MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDAR BOARD, CEDARMILL W/ FLASHING BOARD / BATTEN, CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIOR DOOR TRIM 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING LEAVE APPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATE GAP - CAULK 58" TYPE "X" GYPSUM BOARD OVER 2X6 WOOD STUDS WALL W/ R-23 INSULATION WATER RESISTIVE BARRIER CEDAR LAP SIDING MIN.1 14" OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS,BRONZE COLOR METAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTAL WOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING 25 3434 25 24 27 37 27 27 37 27 26 26 40 40 EAST VAIL HOUSING | EXHIBIT L APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. 24 25 26 27 28 34 37 40 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form meet approved building heights. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 8 July 5, 2022 - Page 288 of 885 A4.0 3 150'-6" T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0" T.O. RIDGE TYP.?? ?? 161'-0" T.O. RIDGE TYP.????SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 VALLEYR1 V A L L E Y SLOPE4:12SLOPE4:12A4.0 3161'-0" T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1 SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5 BUILDING 2 - STAIR SECTION 4:124:126:12 6:12 6:12 4:124:124:124:124:124:126:126:12 6:126:12 8458' - 2 71/256" 149' - 7 39/64" 158' - 10 71/256"161' - 2 1/8" 159' - 8 71/256" 155' - 7 43/64" 155' - 7 47/64" 149' - 7 43/64" 07.0707.13 TYP.TYP. 6:12 26.17 TYP. ROOF PLAN LEGEND STANDING SEAM METAL MAIN ROOF METAL SNOW FENCE DIRECTION OF ROOF SLOPE STANDING SEAM METAL LOW ROOFS AT L0/L1; RE: ELEVATIONS METAL GUTTER / DOWNSPOUT FUTURE SOLAR PANEL XX:XX PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 4:29:27 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 LIFE SAFETY PLAN - ROOF G-106 LOT 1 - EAST VAILHOUSING BS 1/8" = 1'-0"1 ROOF LIFE SAFETY PLAN 0'4'8'16'32'PROJECT NORTH TRUE NORTH CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBC CHAPTER 9AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHERE APPROPRIATE AND AT ALLUNCONDITIONED LOCATIONS. FIRE PROTECTION ENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPED INACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATION WITHAUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. CD_FIRE EXTINGUISHER / CABINET SCHEDULE TYPEMARK EXTINGUISHERTYPE DESCRIPTION COUNT SECTION 1024 EXIT PASSAGEWAYS –NOT APPLICABLE SECTION 1025 LUMINOUS EGRESS PATH MARKINGS –NOT APPLICABLESECTION 1026 HORIZONTAL EXITS –NOT APPLICABLE SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS –NOT APPLICABLE SECTION 1028 EXIT DISCHARGEExits shall discharge directly to exterior of building. May be at grade or provide direct path to grade. May not reenter building. LOTS OF EXCEPTIONS HERE. DETAILED REVIEW NOT COMPLETED AS OF 2/2/22. SECTION 1029 ASSEMBLY –NOT APPLICABLESECTION 1030 EMERGENCY ESCAPE AND RESCUE Emergency escape and rescue openings required in R-2 Occupancies with only 1 exit; applies to all Sleeping Rooms below the 4th Story above grade plane. Basement sleeping rooms are excepted with fully sprinklered. Minimum Size and Net Clear Dimensions; Area: 5.7 SF, Height: 24”, Width: 20”, Ht. from Floor: 44”(to bottom from floor). SECTION 1019 EXIT ACCESS STARWAYS AND RAMPS No. of stories includes basements (4); therefore all egress stairways must be 2HR construction, may be reduced to 1HR at exterior walls. SECTION 1020 CORRIDORSCorridor walls are classified as FIRE PARTITIONS Per Table 1020.1, Fire-resistance rating at corridors may be reduced to 30 minutes with sprinkler system Corridor width may be reduced to 36”with Occ. Load < 50, and within individual Dwelling Units Dead End Corridors may not exceed 20’-0”with NFPA-13R system; increase to 50’-0”Max. per 1020.4, Ex. 2 ( NFPA 13 System) Note: Foyers, lobbies SECTION 1021 EGRESS BALCONIES –NOT APPLICABLE SECTION 1022 EXITSExits must comply with Sections 1022 thru 1027 and 1003 thru 1015. Once a given level of protection is achieved, may not reduce until arrival at Exit Discharge. This may impact Corridors that could otherwise be 30-minutes.SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS Exit Stairways (include basement) = 4 stories; must be 2HR enclosures.All doors are considered FIRE DOORS per Section 716. Openings not permitted except for ductwork serving stairway, fire protection systems, security systems, 2-way communication systems, and electrical raceway serving the stairway and terminating in steel box >16 sq. in. Fire caulk required at all penetrations per Section 714.Signage and an approved barrier (gate) to direct travel beyond level of discharge (applicable when discharge is above Level 0) SECTION 1011 STAIRWAYS MIN. WIDTH = 44”; MAY BE REDUCED TO 36”IF SERVING AN OCCUPANT LOAD OF LESS THAN 50 PER SECTION 1011.2, EX. 1 MIN STAIR RISER:4”MAX. STAIR RISER:7” MIN. TREAD DEPTH:11”HANDRAILS REQUIRED ON BOTH SIDES OUTSIDE OF DUs IF 4+ STORIES ABOVE GRADE PLANE, ONE STARWAY SHALL EXTEND TO ROOF, UNLESS ROOF SLOPE IS >4:12. This is another requirement that hinges on determining 3 or 4 stories above Grade Plane. If required, can be by alternating tread device per Section 1011.12, Ex. 1. (unoccupied roof)SECTION 1012 RAMPS –NOT APPLICABLE SECTION 1013 EXIT SIGNSExit signs required at all shared exits, not required within DUs SECTION 1014 HANDRAILSMust have 1 ¼ <Diameter <2”, must be continuous outside of DUs, must return to a wall of return 12”at top and bottomSECTION 1015 GUARDS –NOT APPLICABLE SECTION 1016 EXIT ACCESSExit Access may not be through adjoining rooms (Does this apply to the Boiler Room, which is not an occupied space?)SECTION 1017 EXIT ACCESS TRAVEL DISTANCE Per Table 1017.2, May be increased to 250’in R Occupancies equipped with automatic sprinkler system throughout. SECTION 1018 AISLES –NOT APPLICABLE CHAPTER 11 –ACCESSIBILITY TR TO COMPLETE AFTER CBO/CCC REVIEW PROJECT FLAGNOTES NO.FLAGNOTE 07.07 PRE-FINISHED METAL GUTTER W/ HEAT TRACE 07.13 SNOW MELT 26.17 SOLAR PANELS, RE: ELEC 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTENDCONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOWTHE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE ANENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNTTHE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING,DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THERETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THEREMUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDERTHE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BELOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THESNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OFSNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCESUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BEFORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTENDCONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOWTHE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE ANENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNTTHE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING,DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THERETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THEREMUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDERTHE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BELOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROM EAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THESNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OFSNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCESUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BEFORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 34 34 34 34 34 25 25 25 25 34 34 34 40 40 4040 EAST VAIL HOUSING | EXHIBIT O DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN ZONE A ZONE C ZONE B 25 34 40 Change Building Height call-outs to be accurate. Previously approved roof plans and elevation callouts were not coordinated. Change roofing material from asphalt shingles to standing seam metal and update corresponding dormer locations per DRB conditions of approval dated 2020.03.04. NOTE: material change to standing seam applies to both high and low roofs. Adjust roof form meet approved building heights. N BUILDING DESIGN ROOF EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED 9 July 5, 2022 - Page 289 of 885 A1.2.3 1/8" = 1'-0"2 BUILDINGS 1/2/3 - 2ND. LEVEL PLAN - GRFA 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 1ST. LEVEL PLAN - GRFA STAIR A A110 STORAGE CORRIDOR STAIR B B110 CORRIDOR UNIT4-1 A101 RE: A-713 CORRIDOR CORRIDOR UNEXCAVATED CRAWL SPACE UNIT 2-2 B102 RE: A-712 STAIR C C110 UNIT 4-1 C101 RE: A-713 BUILDINGMECHANICAL JANITOR CLOSETBUILDINGELECTRICAL LAUNDRY LAUNDRY LAUNDRY UNIT 2-2 B101 RE: A-712 STORAGE STORAGE CORRIDOR WATER ENTRY FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:50:56 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 LEVEL 0 FLOOR PLAN - OVERALL A-101 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH UP REF REF DW UP DW REFREF W D WDWD WDWDDW W D DW REF DWREF WW DD DN UP UNEXCAVATED CRAWL SPACE STAIR A A110 LAUNDRY CORRIDOR WATER ENTRY STAIR B B110 CORRIDOR UNIT4-1 A101 LAUNDRY CORRIDOR UNEXCAVATEDCRAWL SPACE UNIT 2-2 B102 UNIT 2-2 B101 UNEXCAVATED CRAWL SPACE STAIR C C110 UNIT 4-1 C101 7 7 5 5 5 5 L6 6 5 5 2 2 6 W84 W24 W24 W84 W84 W24 W24 W84 W46W46W46 W84 BUILDINGMECHANICAL LAUNDRY BUILDINGELECTRICAL 013 011 012 014 026 025 024 021 022 023 020 010 032 033 031 030 TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 9:28:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 LEVEL 0 FLOOR PLAN -OVERALL A-101 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN - OVERALL 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. 23 30 21 21 EAST VAIL HOUSING | EXHIBIT P DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - BASEMENT EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL UPDATE REVISED | 2022.04.22 1 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED July 5, 2022 - Page 290 of 885 A1.2.3 1/8" = 1'-0"2 BUILDINGS 1/2/3 - 2ND. LEVEL PLAN - GRFA 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 1ST. LEVEL PLAN - GRFA STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 RE: A-711 UNIT 2-1 C201 RE: A-711 UNIT2-1 C203 RE: A-711 UNIT 2-1 C204 RE: A-711 CORRIDOR OFFICE UNIT 4-2 B201 RE: A-714A UNIT 4-2 B202 RE: A-714A UNIT 2-1 A204 RE: A-711 STAIR C C210CORRIDOR UNIT 2-1 A201 RE: A-711 TRASH LAUNDRY VESTIBULE VESTIBULE VESTIBULE UNIT 2-1 A201 RE: A-711 UNIT 2-1 A203 RE: A-711 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:53:31 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 1 FLOOR PLAN - OVERALL A-102 LOT 1 - EAST VAILHOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. PROJECT NORTH PROJECT FLAGNOTES NO.FLAGNOTE UP DN DN UP UP DN D REFREFDWREFREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWW STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE 5 W84 W46W46 W84 W24 W24 W84STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 UNIT 2-1 C201 UNIT2-1 C203 UNIT 2-1 C204 CORRIDOR OFFICE UNIT 4-2 B201 UNIT 4-2 B202 UNIT 2-1 A202 UNIT 2-1 A204 STAIR C C210CORRIDOR 5 5 4 4 4 5 4 4 5 5 5 5 5 4 9 9 9 55 4 3 3 5 55 3 4 5 5 5 5 5 5 4 4 4 9 9 9 W84 W84 W84W84 W46W46 W46 STORAGE W84W84 W46 UNIT 2-1 A201 UNIT 2-1 A203 ELEC.ELEC. 111 114 115 113 117 118 119 120 121 112a 116 112b 123 124 121 125 121b 121a 126 132b 136 133 137138139140141 131 135 134 132a8' - 0"TRASH LAUNDRY PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 9:28:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 1 FLOOR PLAN -OVERALL A-102 LOT 1 - EAST VAIL HOUSING Approver PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 22 20 21 3030 EAST VAIL HOUSING | EXHIBIT Q DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 1 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL UPDATE REVISED | 2022.04.22 2 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED July 5, 2022 - Page 291 of 885 A1.2.4 1/8" = 1'-0"4 BUILDINGS 1/2/3 - 4TH. LEVEL PLAN - GRFA 1/8" = 1'-0"3 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 3RD. LEVEL PLAN - GRFA STORAGESTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 RE: A-714A UNIT 2-1 A301 RE: A-711 UNIT 2-1 A302 RE: A-711 UNIT 2-1 A304 RE: A-711 UNIT 2-1 A303 RE: A-711 STAIR C C310 UNIT 4-1 C301 RE: A-713 UNIT 4-1 C302 RE: A-713 CORRIDORSTORAGE CORRIDOR UNIT 4-2 B302 RE: A-714A STORAGE FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:56:40 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 2 FLOOR PLAN -OVERALL A-103 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN UP DN UP WW DD WWDDWD DW REF REF DW REF REF REFREFDWREFREFDWREFDWREFDWREFDWREFDWLAUNDRYSTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 UNIT 2-1 A301 UNIT 2-1 A302 UNIT 2-1 A304 UNIT 2-1 A303 STAIR C C310 UNIT 4-1 C301 UNIT 4-1 C302 CORRIDORLAUNDRY CORRIDOR UNIT 4-2 B302 1 1 1 1 4 1 4 4 1 9 4 1 4 9 9 9 1 1 4 4 1 1 1 4 4 9 1 1 1 1 4 9 9 9 99 17 17 9 9 W84 W46W46 W84 W84 W46 W46W46 W84W84 W24 W84W84 W46W46 W46 LAUNDRY 211 214 213 215 216 212 221 223 224 226 232 234 233 231TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 10:24:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 2 FLOOR PLAN -OVERALL A-103 LOT 1 - EAST VAIL HOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN - OVERALL PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. EAST VAIL HOUSING | EXHIBIT R PROPOSED DESIGN DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 2 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL UPDATE REVISED | 2022.04.22 3 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED July 5, 2022 - Page 292 of 885 A1.2.4 1/8" = 1'-0"4 BUILDINGS 1/2/3 - 4TH. LEVEL PLAN - GRFA 1/8" = 1'-0"3 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 3RD. LEVEL PLAN - GRFA STORAGE S-4 STORAGE S-4 CORRIDOR UNIT 2-1 A401 RE: A-711 UNIT 4-1 C402 RE: A-713 UNIT 4-1 C401 RE: A-713 UNIT 2-1 A402 RE: A-711 UNIT 2-1 A404 RE: A-711 UNIT 2-1 A403 RE: A-711 STAIR C C410 CORRIDOR UNIT 4-2 B402 RE: A-714A UNIT 4-2 B401 RE: A-714A STAIR B B410 STORAGE S-4 CORRIDOR FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:57:24 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 3 FLOOR PLAN -OVERALL A-104 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITION AND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBC CHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK AND OTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN WW DD WWDD DW REF REF REFREFDWREFREFDWDW REF REFWDREFDWREFDWREF DWREFDWLAUNDRY S-4 LAUNDRY S-4 CORRIDOR UNIT 2-1 A401 UNIT 4-1 C402 UNIT 4-1 C401 UNIT 2-1 A402 UNIT 2-1 A404 UNIT 2-1 A403 STAIR C C410CORRIDOR UNIT 4-2 B402 UNIT 4-2 B401 STAIR B B410 1 9 1 1 1 9 9 9 1 1 4 4 1 1 1 9 1 1 1 1 4 4 1 18 9 9 1 1 9 1 9 9 1 1 2 1 1 W84 W46W46 W84 W84 W46 W46W46 W84W84 W24 W84W84 W46W46 W46 LAUNDRY S-4 CORRIDOR 331 334 333 336335 332 321 333 334 322 334 333 332 331 TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 10:24:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 3 FLOOR PLAN - OVERALL A-104 LOT 1 - EAST VAIL HOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS, FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. EAST VAIL HOUSING | EXHIBIT S DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 3 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL UPDATE REVISED | 2022.04.22 4 EAST VAIL HOUSING | VAIL RESORTS | DRB SUBMITTAL | 2022.04.22 UPDATE REVISED July 5, 2022 - Page 293 of 885 VA I L TO W N P L A NNI NG A ND E NV I R O NME NTA L A G E ND A ME MO M E E T I NG D AT E : 5/4/2022 I T E M /T O P I C: D RB22-0133 - Colorado M orning Star Realty L L C AT TAC H ME N TS: File Name Description I MG_0770.jpg Photo D RB22-0133_Plan_Set.pdf Plan Set July 5, 2022 - Page 294 of 885 July 5, 2022 - Page 295 of 885 July 5, 2022 - Page 296 of 885 July 5, 2022 - Page 297 of 885 July 5, 2022 - Page 298 of 885 July 5, 2022 - Page 299 of 885 July 5, 2022 - Page 300 of 885 July 5, 2022 - Page 301 of 885 July 5, 2022 - Page 302 of 885 VA I L TO W N P L A NNI NG A ND E NV I R O NME NTA L A G E ND A ME MO M E E T I NG D AT E : 5/4/2022 I T E M /T O P I C: D RB21-0451 -Gravity Haus AT TAC H ME N TS: File Name Description D RB21-0451_Plans_fo_5-4.pdf D RB21-0451 Plans July 5, 2022 - Page 303 of 885 PROJECT DIRECTORY:ARCHITECTStudioLemonadeDaniel A Drews - AIA4950 Ward RdWheat Ridge CO 80033303.449.0038daniel@studiolemonade.comOWNERGravity Haus Vail LLC4624 Central Park Boulevard, Suite 101Denver, Colorado 8023809.29.2021GRAVITY HAUS - VAILPLANNING SUBMITTALLOCATION PLAN - 1"=1000'PROJECT LOCATIONVICINITY MAP:All design documents prepared bystudioLEMONADE shall remain property ofstudioLEMONADE and shall not be copied,changed, or disclosed in any formwhatsoever without first obtaining the expresswritten consent of studioLEMONADE.NOTICE: DUTY OF COOPERATIONRelease of these plans contemplates furthercooperation among the owner, his contractor,and the designer. Design and constructionare complex. Although the designer and hisconsultants have performed their serviceswith care and diligence, they cannotguarantee perfection. Communication isimperfect and every contingency cannot beanticipated. Any ambiguity or discrepancydiscovered by the use of these plans shall bereported immediately to the designer. Failureto notify the designer compoundsmisunderstanding and increases constructioncosts. A failure to cooperate by a simplenotice to the designer shall relieve thedesigner from his responsibility for theconsequences. Changes made from theplans without consent of the designer areunauthorized and shall relieve the designer ofresponsibility for all consequences arrivingout of such changes.GRAVITY HAUS - VAIL 352 EAST MEADOW DRIVE, VAIL CO, 81657 VAIL VILLAGE FILING 1, TRACT BREVISIONS:G00109.29.2021Note:COVER SHEETPLANNING SUBMITTAL408Project #:LOCATION PLAN - 1"=200'VICINITY MAP:PROJECT LOCATIONSHEET INDEX:G001COVER SHEETA103LEVEL 1 PLANSA202ELEVATIONSSUMMARY OF WORK:RENOVATION OF LEVEL 1 ENRTY EXTERIOR AT EXISTING HOTEL AND CONDOMINIUM BUILDINGMAIN LEVEL (1) - ADD MOSS ROCK HALF WALL WITH STONE CAP AND 7" TALL TOP RAIL4950 Ward Rd,Wheat Ridge, CO 80033p. 303 . 449 . 00382REV 2 11.03.2021July 5, 2022 - Page 304 of 885 12" WIDE MOSS STONE(MATCH EXISTING WALL) WITH2" SANDSTONE CAPRE: DETAIL1"x1" TUBE STEEL RAILPAINT BLACKRE: DETIAL57' 6" ABOVE GRADE EXISTINGEXISTING BUILDING ENTRANCESCALE:1PROPOSED EXTERIOR ELEVATION - EAST1/8" = 1'-0"SCALE:2EXISTING EXTERIOR ELEVATION - EAST1/8" = 1'-0"01234510152030ftft01234510152030ftftAll design documents prepared bystudioLEMONADE shall remain property ofstudioLEMONADE and shall not be copied,changed, or disclosed in any formwhatsoever without first obtaining the expresswritten consent of studioLEMONADE.NOTICE: DUTY OF COOPERATIONRelease of these plans contemplates furthercooperation among the owner, his contractor,and the designer. Design and constructionare complex. Although the designer and hisconsultants have performed their serviceswith care and diligence, they cannotguarantee perfection. Communication isimperfect and every contingency cannot beanticipated. Any ambiguity or discrepancydiscovered by the use of these plans shall bereported immediately to the designer. Failureto notify the designer compoundsmisunderstanding and increases constructioncosts. A failure to cooperate by a simplenotice to the designer shall relieve thedesigner from his responsibility for theconsequences. Changes made from theplans without consent of the designer areunauthorized and shall relieve the designer ofresponsibility for all consequences arrivingout of such changes.REVISIONS:Note:Project #:4950 Ward Rd,Wheat Ridge, CO 80033p. 303 . 449 . 00381SCALE:3WALL STONEN/ASCALE:4STONE CAPN/AGALLEGOS STONE#302 ALPINA MOSS ROCK2" SANDSTONE CAP WITHFRACTURED EDGE2EXISTING PATIO PAVERSREMOVE AND CUT PAVERS ASREQUIRED FOR NEW WALL3" THICK MOSS ROCK TO MATCHEXISTING WALL1"3"6"3"1"EQEQ1"1'-0"2"7"2" THICK SAND STONE CAP WITHFRACTURED EDGE TO MATCHEXISTING WALLSPLIT IN CENTER FOR RAIL ANDSLOPE TO EXTERIOR14" GAP AT CENTER RAIL GROUT38"x4" EXPANSION BOLTS6" FROM ENDS AND 2'-0" o.c.MINIMUM 36" CMU BLOCK WALLWITH FILLED CELLS(CONTRACTOR OPTION:6" POURED CONCRETE WALL)1"x14"x RAIL LENGTH STEEL BASE BAR1"x1"TUB STEEL UPRIGHTS 4" o.c.WELD TO BASE BAR AND TOP RAIL1"x1"TUB STEEL TOP RAIL.WELD TO UPRIGHTS CAP ENDSPAINT RAIL BLACK3"8"1'-0"2" CLR2" CLR12"x8" STRIP FOOTINGw/(2) #5 REINFORCING BARSFULL LENGTHCUT PAVERS TIGHTTO FOOTING(2) #5 REINFORCING BARS 18" o.c.ANCHORED INTO FOOTINGSCALE:5STONE WALLN/AEXISTING PATIO PAVERSREMOVE AND CUT PAVERS ASREQUIRED FOR NEW WALL3" THICK MOSS ROCK TO MATCHEXISTING WALL1'-10"4"4" THICK CUT SANDSTONE CAPSAND STONE CAP 14"x14"SLOPE TOP TO EXTERIOR6"3"1"3"1"1'-2"1"3"1"1'-0"1"6" CMU BLOCK WALLWITH FILLED CELLS(CONTRACTOR OPTION:6" POURED CONCRETE WALL)12"x8" STRIP FOOTINGw/(2) #5 REINFORCING BARSFULL LENGTHCUT PAVERS TIGHTTO FOOTING3"3"8"1'-0"(2) #5 REINFORCING BARSANCHORED INTO FOOTING2" CLR2" CLRSCALE:6STONE COLUMNN/A2GRAVITY HAUS - VAIL PHASE 2 RENOVATION 352 EAST MEADOW DRIVE, VAIL CO, 81657 VAIL VILLAGE FILING 1, TRACT BA202EXTERIOR ELEVATIONSDRB SET405REV 1 10.20.2021REV 2 11.03.2021REV3 04.25.202209.29.2133July 5, 2022 - Page 305 of 885 8172'8175'HGFECE1H112" WIDE MOSS STONE(MATCH EXISTING WALL WALL WITHMETAL TOP RAIL AND 2" SANDSTONE CAPRE: DETAIL4 ' - 3 "CUT BACK SEAT TO BUILD NEW WALL1 3 ' - 4 "12"x12"x26"END COLUMNSCOLUMN TO OVERLAP EXISTING WALL1"x1" TUBE STEEL RAILPAINT BLACKRE: DETIAL12" WIDE MOSS STONE(MATCH EXISTING WALL) WITH2" SANDSTONE CAPRE: DETAIL12"x12"x26"END COLUMNSCOLUMN TO OVERLAP EXISTING WALL1"x1" TUBE STEEL RAILPAINT BLACKRE: DETIAL1'-0"4'-3"1'-0"12'-8"1'-0"8'-4"1'-0"PROPERTY LINEPATIO SNOWMELT TO REMAIN & REPAIREDNEW SNOW MELTCONFIRM TUBE LAYOUTOF EXISTING SNOW MELTRECONFIGURE FOR NEW WALLSIDEWALK SNOWMELT TO REMAIN(SEPRATE FROM PATIO)SEPRATION BETWEEN SIDEWALKAND PATO SNOWMELT APPROXMATEDTO BE CONFIRMED IN FIELD8172'8175'RESTAURANTRESTAURANTHGFECE1H1EXISTING OUTDOOR SEATINGEXISTING OUTDOOR SEATINGEXISTING BUILDING ENTRANCESCALE:1MAIN LEVEL (LEVEL 1) RENO PLAN1/4" = 1'-0"NPLAN NORTHNTRUE NORTHAll design documents prepared bystudioLEMONADE shall remain property ofstudioLEMONADE and shall not be copied,changed, or disclosed in any formwhatsoever without first obtaining the expresswritten consent of studioLEMONADE.NOTICE: DUTY OF COOPERATIONRelease of these plans contemplates furthercooperation among the owner, his contractor,and the designer. Design and constructionare complex. Although the designer and hisconsultants have performed their serviceswith care and diligence, they cannotguarantee perfection. Communication isimperfect and every contingency cannot beanticipated. Any ambiguity or discrepancydiscovered by the use of these plans shall bereported immediately to the designer. Failureto notify the designer compoundsmisunderstanding and increases constructioncosts. A failure to cooperate by a simplenotice to the designer shall relieve thedesigner from his responsibility for theconsequences. Changes made from theplans without consent of the designer areunauthorized and shall relieve the designer ofresponsibility for all consequences arrivingout of such changes.GRAVITY HAUS - VAIL PHASE 2 RENOVATION 352 EAST MEADOW DRIVE, VAIL CO, 81657 VAIL VILLAGE FILING 1, TRACT BREVISIONS:A10309.29.21Note:RENO PLAN - LEVEL 1DRB SET405Project #:SCALE:2MAIN LEVEL (LEVEL 1) EXISTING PLAN1/4" = 1'-0"NPLAN NORTHNTRUE NORTHSCALE:3WALL STONEN/A4950 Ward rd,Wheat Ridge, CO 80033p. 303 . 449 . 00381REV 1 10.20.2021REV 2 11.03.2021REV3 04.25.202212EXISTING PATIO PAVERSREMOVE AND CUT PAVERS ASREQUIRED FOR NEW WALL3" THICK MOSS ROCK TO MATCHEXISTING WALL1"3"6"3"1"EQEQ1"1'-0"2"7"2" THICK SAND STONE CAP WITHFRACTURED EDGE TO MATCHEXISTING WALLSPLIT IN CENTER FOR RAIL ANDSLOPE TO EXTERIOR14" GAP AT CENTER RAIL GROUT38"x4" EXPANSION BOLTS6" FROM ENDS AND 2'-0" o.c.MINIMUM 36" CMU BLOCK WALLWITH FILLED CELLS(CONTRACTOR OPTION:6" POURED CONCRETE WALL)1"x14"x RAIL LENGTH STEEL BASE BAR1"x1"TUB STEEL UPRIGHTS 4" o.c.WELD TO BASE BAR AND TOP RAIL1"x1"TUB STEEL TOP RAIL.WELD TO UPRIGHTS CAP ENDSPAINT RAIL BLACKEXISTING PATIO PAVERSREMOVE AND CUT PAVERS ASREQUIRED FOR NEW WALL3" THICK MOSS ROCK TO MATCHEXISTING WALL1'-10" 4"4" THICK CUT SANDSTONE CAPSAND STONE CAP 14"x14"SLOPE TOP TO EXTERIOR6"3"1"3"1"1'-2"1"3"1"1'-0"1"6" CMU BLOCK WALLWITH FILLED CELLS(CONTRACTOR OPTION:6" POURED CONCRETE WALL)12"x8" STRIP FOOTINGw/(2) #5 REINFORCING BARSFULL LENGTHCUT PAVERS TIGHTTO FOOTING3"3"3" 8"1'-0"(2) #5 REINFORCING BARSANCHORED INTO FOOTING2" CLR2" CLR 1"3"3" 8"1'-0"2" CLR2" CLR 1"12"x8" STRIP FOOTINGw/(2) #5 REINFORCING BARSFULL LENGTHCUT PAVERS TIGHTTO FOOTING(2) #5 REINFORCING BARS 18" o.c.ANCHORED INTO FOOTINGSCALE:4STONE CAPN/AGALLEGOS STONE#302 ALPINA MOSS ROCK2" SANDSTONE CAP WITHFRACTURED EDGE22SCALE:6STONE WALLN/ASCALE:5STONE COLUMNN/A33July 5, 2022 - Page 306 of 885 VA I L TO W N P L A NNI NG A ND E NV I R O NME NTA L A G E ND A ME MO M E E T I NG D AT E : 5/4/2022 I T E M /T O P I C: D RB22-0104 - Gravity Haus Vail L L C AT TAC H ME N TS: File Name Description D RB22-0104_Documents.pdf D RB22-0104 Documents D RB22-0104_Pics.pdf D RB22-0104 Pics July 5, 2022 - Page 307 of 885 Detailed Product Dimensions & Specifications Charleston Screen Kit (38” W x 42” H) 2 1/4 in 38 3/4 in 36 1/4 in Ground in 12 in 42 1/8 2 5/8 in 1 1/4 in 40 3/4 in July 5, 2022 - Page 308 of 885 July 5, 2022 - Page 309 of 885 March 24, 2022 To Whom It May Concern The HOA Board approves the installation of screens for the AC units at Gravity Haus. Please let me know if you need any additional information. Thank you, Jesse Angelo HOA Board Director July 5, 2022 - Page 310 of 885 M-SERIES Specifications are subject to change without notice. © 2016 Mitsubishi Electric US, Inc. Job Name: System Reference:Date: ACCESSORIES □3/8" x 1/2" Port Adapter (MAC-A454JP-E) □1/2" x 3/8" Port Adapter (MAC-A455JP-E) □1/2" x 5/8" Port Adapter (MAC-A456JP-E) □1/4" x 3/8" Port Adapter (PAC-493PI) □3/8" x 5/8" Port Adapter (PAC-SG76RJ-E) □M-NET Adapter (PAC-IF01MNT-E) □Base Heater (PAC-645BH-E) SUBMITTAL DATA: MXZ-3C30NA MULTI-INDOOR INVERTER HEAT-PUMP SYSTEM Specifications Model Name Unit Type MXZ-3C30NA Cooling* (Non-ducted / Ducted) Rated Capacity Btu/h 28,400 / 27,400 Capacity Range Btu/h 12,600-28,400 / 12,600-27,400 Rated Total Input W 2,680 / 2,860 Heating at 47°F* (Non-ducted / Ducted) Rated Capacity Btu/h 28,600 / 27,600 Capacity Range Btu/h 11,400-36,000 / 11,400-35,000 Rated Total Input W 2,150 / 2,220 Heating at 17°F* (Non-ducted/Ducted) Rated Capacity Btu/h 16,000 / 15,100 Rated Total Input W 2,120 / 2,140 Electrical Requirements Power Supply Voltage, Phase, Hertz 208 / 230V, 1-Phase, 60 Hz Recommended Fuse/Breaker Size A 25 MCA A 22.1 Voltage Indoor - Outdoor S1-S2 V AC 208 / 230 Indoor - Outdoor S2-S3 V DC ±24 Compressor INVERTER-driven Scroll Hermetic Fan Motor (ECM)F.L.A.1.9 Sound Pressure Level Cooling dB(A)52 Heating 56 External Dimensions (H x W x D)In (mm)31-11/32 x 37-13/32 x 13 (796 x 950 x 330) Net Weight Lbs (kg)135 (61) External Finish Munsell 3.0Y 7.8/1.1 Refrigerant Pipe Size O.D.Liquid (High Pressure)In (mm)1/4 (12.7) Gas (Low Pressure)A: 1/2 (6.35) ; B,C: 3/8 (9.52) Max. Refrigerant Line Length Ft (m)230 (70) Max. Piping Length for Each Indoor Unit Ft (m)82 (25) Max. Refrigerant Pipe Height Difference If IDU is Above ODU Ft (m)49 (15) If IDU is Below ODU 49 (15) Connection Method Flared/Flared Refrigerant R410A (For data on specific indoor units, see the MXZ-C Technical and Service Manual.) Outdoor Unit: MXZ-3C24NA * Rating Conditions per AHRI Standard: Cooling | Indoor: 80º F (27º C) DB / 67º F (19º C) WB Cooling | Outdoor: 95º F (35º C) DB / 23.9° C (75° F) WB Heating at 47ºF | Indoor: 70º F (21º C) DB / 60º F (16º C) WB Heating at 47ºF | Outdoor: 47º F (8º C) DB / 43º F (6º C) WB Heating at 17º F | Indoor: 70º F (21º C) DB Heating at 17º F | Outdoor: 17º F (-8º C) DB / 15º F (-9º C) WB July 5, 2022 - Page 311 of 885 Specifications are subject to change without notice. © 2016 Mitsubishi Electric US, Inc. Notes: SPECIFICATIONS: MXZ-3C30NA, contd. Indoor Unit Type SEER EER HSPF COP @ 47°F COP @ 17°F Non-ducted (06 + 06 + 09)19.0 10.6 10.6 3.90 2.77 Ducted and Non-ducted 17.6 10.1 10.1 3.77 2.78 Ducted (09 + 09 + 09)16.2 9.6 9.6 3.64 2.78 ENERGY EFFICIENCIES NOTES: Outdoor Cooling 14 to 115° F (−10 to 46° C) DB Heating 5 to 65° F (−15 to 18° C) WB OPERATING RANGE • Minimum of two Indoor Units must be connected to the MXZ-3C30NA. • Minimum installed capacity cannot be less than 12,000 Btu/h. • Total connected capacity must not exceed 130% of outdoor unit capacity. • System can operate with only one Indoor Unit turned on. • Information provided at 208/230V. • For Reference: - MXZ-C Technical & Service Manual for detailed specifications and additional information per Indoor Unit Combination. - MXZ Series Multi-Zone Indoor/Outdoor Combination Table for allowed unit combinations. MVZ CONNECTION RULES: • Only 1 MVZ may be used on any system. • When an MVZ is connected, total connected capacity must be 100% or less. • When an MVZ is connected, no P-Series indoor units can be used (PCA, PLA, or PEAD). July 5, 2022 - Page 312 of 885 Specifications are subject to change without notice. © 2016 Mitsubishi Electric US, Inc. MXZ-3C30NA OPERATIONAL PERFORMANCE NON-DUCTED: # of indoor unit Total Nominal Capacity (x1000 Btu/h) Total Indoor Unit Capacity (Btu/h) Operational Performance for Indoor Unit Combinations (Unit A + Unit B + Unit C) Cooling Capacity Range (Btu/h) Heating Capacity Range (Btu/h) Unit A Unit B Unit C 1 6 6,000 6 6,000 - - 7,400 7,400 - - 1 9 9,000 9 9,000 - - 11,000 11,000 - - 1 12 12,000 12 12,000 - - 14,400 14,400 - - 1 15 14,000 15 14,000 - - 18,000 18,000 - - 1 18 17,200 18 17,200 - - 21,600 21,600 - - 1 24 22,500 24 22,500 - - 27,600 27,600 - - 2 12 12,000 6 + 6 6,000 6,000 - 14,800 7,400 7,400 - 2 15 15,000 6 + 9 6,000 9,000 - 18,400 7,400 11,000 - 2 18 18,000 6 + 12 6,000 12,000 - 22,000 7,500 14,500 - 2 18 20,000 9 + 9 10,000 10,000 - 22,000 11,000 11,000 - 2 21 20,000 6 + 15 6,000 14,000 - 25,400 7,400 18,000 - 2 21 20,000 9 + 12 8,600 11,400 - 25,400 11,000 14,400 - 2 24 23,000 6 + 18 5,900 17,100 - 27,600 7,000 20,600 - 2 24 23,000 9 + 15 9,000 14,000 - 27,600 10,500 17,100 - 2 24 23,000 12 + 12 11,500 11,500 - 27,600 13,800 13,800 - 2 27 25,800 9 + 18 8,900 16,900 - 27,600 9,300 18,300 - 2 27 25,800 12 + 15 11,900 13,900 - 27,600 12,300 15,300 - 2 30 27,200 12 + 18 11,200 16,000 - 27,600 11,000 16,600 - 2 30 27,200 15 + 15 13,600 13,600 - 27,600 13,800 13,800 - 2 30 27,200 6 + 24 5,700 21,500 - 27,600 5,800 21,800 - 2 33 27,200 9 + 24 7,800 19,400 - 27,600 7,900 19,700 - 2 33 27,200 15 + 18 12,200 15,000 - 27,600 12,500 15,100 - 2 36 27,200 18 + 18 13,600 13,600 - 27,600 13,800 13,800 - 2 36 27,200 12 + 24 9,500 17,700 - 27,600 9,500 18,100 - 3 18 18,000 6 + 6 + 6 9,000 9,000 - 22,200 7,400 7,400 7,400 3 21 21,000 6 + 6 + 9 6,000 6,000 9,000 25,800 7,400 7,400 11,000 3 24 24,000 6 + 6 + 12 6,000 6,000 12,000 28,400 7,200 7,200 14,000 3 24 24,000 6 + 9 + 9 6,000 9,000 9,000 28,400 7,100 10,600 10,600 3 27 26,000 6 + 6 + 15 6,000 6,000 14,000 28,400 6,400 6,400 15,600 3 27 26,000 6 + 9 + 12 5,800 8,700 11,600 28,400 6,400 9,500 12,500 July 5, 2022 - Page 313 of 885 Specifications are subject to change without notice. © 2016 Mitsubishi Electric US, Inc. MXZ-3C30NA OPERATIONAL PERFORMANCE, contd. NON-DUCTED: # of indoor unit Total Nominal Capacity (x1000 Btu/h) Total Indoor Unit Capacity (Btu/h) Operational Performance for Indoor Unit Combinations (Unit A + Unit B + Unit C) Cooling Capacity Range (Btu/h) Heating Capacity Range (Btu/h) Unit A Unit B Unit C 3 27 26,000 9 + 9 + 9 8,700 8,700 8,700 28,400 9,500 9,500 9,500 3 30 28,400 6 + 6 + 18 5,800 5,800 16,700 28,600 5,800 5,800 17,000 3 30 28,400 6 + 9 + 15 5,900 8,800 13,700 28,600 5,800 8,600 14,100 3 30 28,400 6 + 12 + 12 5,700 11,400 11,400 28,600 5,800 11,400 11,400 3 30 28,400 9 + 9 + 12 8,500 8,500 11,400 28,600 8,600 8,600 11,300 3 33 29,600 6 + 9 + 18 5,500 8,300 15,800 29,600 5,500 8,100 16,000 3 33 29,600 6 + 12 + 15 5,600 11,100 13,000 29,600 5,500 10,700 13,400 3 33 29,600 9 + 9 + 15 8,300 8,300 13,000 29,600 8,100 8,100 13,300 3 33 29,600 9 + 12 + 12 8,100 10,800 10,800 29,600 8,200 10,700 10,700 3 36 30,000 6 + 6 + 24 5,200 5,200 19,600 30,000 5,200 5,200 19,500 3 36 30,000 6 + 12 + 18 5,100 10,200 14,700 30,000 5,100 10,000 14,900 3 36 30,000 12 + 12 + 12 10,000 10,000 10,000 30,000 10,000 10,000 10,000 3 36 30,000 6 + 15 + 15 5,300 12,400 12,400 30,000 5,100 12,400 12,400 3 36 30,000 9 + 9 + 18 7,700 7,700 14,700 30,000 7,600 7,600 14,900 3 36 30,000 9 + 12 + 15 7,700 10,300 12,000 30,000 7,600 10,000 12,400 July 5, 2022 - Page 314 of 885 Specifications are subject to change without notice. © 2016 Mitsubishi Electric US, Inc. MXZ-3C30NA OPERATIONAL PERFORMANCE, contd. DUCTED: # of indoor unit Total Nominal Capacity (x1000 Btu/h) Total Indoor Unit Capacity (Btu/h) Operational Performance for Indoor Unit Combinations (Unit A + Unit B + Unit C) Cooling Capacity Range (Btu/h) Heating Capacity Range (Btu/h) Unit A Unit B Unit C 1 9 9,000 9 9,000 - - 10,900 10,900 - - 1 12 12,000 12 12,000 - - 13,600 13,600 - - 1 15 15,000 15 15,000 - - 18,000 18,000 - - 1 18 17,200 18 17,200 - - 21,600 21,600 - - 1 24 24,000 24 24,000 - - 26,000 26,000 - - 2 18 18,000 9 + 9 9,000 9,000 - 21,800 10,900 10,900 - 2 21 21,000 9 + 12 9,000 12,000 - 24,500 10,900 13,600 - 2 24 24,000 9 + 15 9,000 15,000 - 27,200 10,300 16,900 - 2 27 26,200 9 + 18 9,000 17,200 - 27,400 9,200 18,200 - 2 33 27,200 9 + 24 7,400 19,800 - 27,400 8,100 19,300 - 2 24 24,000 12 + 12 12,000 12,000 - 27,200 13,600 13,600 - 2 27 26,200 12 + 15 11,600 14,600 - 27,400 11,800 15,600 - 2 30 27,200 12 + 18 11,200 16,000 - 27,400 10,600 16,800 - 2 36 27,200 12 + 24 9,100 18,100 - 27,400 9,400 18,000 - 2 30 27,200 15 + 15 13,600 13,600 - 27,400 13,700 13,700 - 2 33 27,200 15 + 18 12,700 14,500 - 27,400 12,500 14,900 - 2 36 27,200 18 + 18 13,600 13,600 - 27,400 13,700 13,700 - 3 27 27,000 9 + 9 + 9 9,000 9,000 9,000 27,400 9,100 9,100 9,100 3 30 27,400 9 + 9 + 12 8,200 8,200 11,000 27,600 8,500 8,500 10,600 3 33 27,800 9 + 9 + 15 7,600 7,600 12,600 27,800 7,600 7,600 12,600 3 33 27,800 9 + 12 + 12 7,600 10,100 10,100 27,800 8,000 9,900 9,900 3 36 28,200 9 + 9 + 18 7,200 7,200 13,800 28,000 7,000 7,000 13,900 3 36 28,200 9 + 12 + 15 7,100 9,400 11,800 28,000 7,200 9,000 11,900 3 36 28,200 12 + 12 + 12 9,400 9,400 9,400 28,000 9,300 9,300 9,300 July 5, 2022 - Page 315 of 885 1340 Satellite Boulevard. Suwanee, GA 30024 Toll Free: 800-433-4822 www.mehvac.com Specifications are subject to change without notice. © 2016 Mitsubishi Electric US, Inc. DIMENSIONS: MXZ-3C30NA FORM# MXZ-3C30NA for Multiple Indoor Unit Styles - 201601 Unit: inch (mm) 13 MXZ-3C24NA MXZ-3C30NA Unit: inch (mm) OUTLINES AND DIMENSIONS5 Lock nut Conduit plates Conduit connector OBH702A July 5, 2022 - Page 316 of 885 Job Name: System Reference:Date: Indoor Unit: MSZ-GL15NA Wireless Remote Controller GENERAL FEATURES •Slim wall-mounted indoor units provide zone comfort control • The outdoor unit powers the indoor unit, and should a power outage occur, the system is automatically restarted when power returns • Multiple fan speed options: Quiet, Low, Medium, High, Super-high, Auto • Multiple control options available: - Hand-held Remote Controller (provided with unit) - kumo cloud® smart device app for remote access - Third-party interface options - Wired or wireless controllers • Hot-Start Technology: no cold air rush at equipment startup or when restarting after Defrost Cycle • Quiet operation • Smart Set: recalls a preferred preset temperature setting at the touch of a button SUBMITTAL DATA: MSZ-GL15NA 15,000 BTU/H WALL-MOUNTED INDOOR UNIT FOR MXZ-C MULTI-ZONE HEAT PUMP SYSTEM Specifications are subject to change without notice.© 2020 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. M-SERIES July 5, 2022 - Page 317 of 885 Cooling Capacity1, 3 BTU/H 14,000 Heating Capacity2, 3 BTU/H 18,000 Electrical Voltage, Phase, Frequency 208/230V, 1 phase, 60Hz Guaranteed Voltage Range V AC 187 - 253 Voltage: Indoor - Outdoor, S1-S2 V AC 208 / 230 Voltage: Indoor - Outdoor, S2-S3 V DC 24 Short-circuit Current Rating (SCCR)5 MCA A 1 Blower Motor Full Load Amperage A 0.76 Blower Motor Output W 30 Airflow Rate at Cooling, Dry CFM 533-420-335-272-205 Airflow Rate at Cooling, Wet CFM 498-385-300-237-170 Airflow Rate at Heating, Dry CFM 463-367-304-247-205 Sound Pressure Level (Cooling)dB(A)49-44-38-32-26 Sound Pressure Level (Heating)dB(A)46-40-35-30-26 Drain Pipe Size In. (mm)5/8 (15.88) Heat Exchanger Type Plate fin coil External Finish Color Munsell 1.0Y 9.2/0.2 Unit Dimensions W: In. (mm)31-7/16 (798) D: In. (mm)9-1/8 (232) H: In. (mm)11-5/8 (295) Package Dimensions W: In. (mm)33-1/2 (850) D: In. (mm)12 (300) H: In. (mm)14 (350) Unit Weight Lbs. (kg)22 (10) Package Weight Lbs. (kg)26 (11.5) Refrigerant Type R410A Piping Gas Pipe Size O.D. (Flared)In. (mm)1/2 (12.7) Liquid Pipe Size O.D. (Flared)In. (mm)1/4 (6.35) Notes: Nominal Conditions 1Cooling (Indoor // Outdoor)°F 80 DB, 67 WB // 95 DB, 75 WB 2Heating at 47°F (Indoor // Outdoor)°F 70 DB, 60 WB // 47 DB, 43 WB 3Capacity varies based on the number of indoor units operating and the model of the Multi-zone Outdoor Unit. For reference to connected capacity charts, please refer Multi-zone Outdoor Unit Operational Performance. SPECIFICATIONS: MSZ-GL15NA Specifications are subject to change without notice.© 2020 Mitsubishi Electric Trane HVAC US LLC. All rights reserved.July 5, 2022 - Page 318 of 885 Anti-allergy Enzyme Filter □ MAC-408FT-E kumo touch™ RedLINK™ Wireless Controller □ MHK2 Deluxe MA Remote Controller1 □ PAR-40MAAU Simple MA Controller1 □ PAC-YT53CRAU-J Touch MA Controller1 □ PAR-CT01MAU-SB Wired Remote Sensor □ M21-EAA-307 Wireless Temperature and Humidity Sensor □ PAC-USWHS003-TH-1 System Control Interface2 □ MAC-334IF-E Wireless Interface 2 □ PAC-USWHS002-WF-2 Thermostat Interface □ PAC-US444CN-1 kumo station®□ PAC-WHS01HC-E USNAP Interface □ PAC-WHS01UP-E IT Extender □ PAC-WHS01IE-E BACnet® and MODBUS® Interface □ PAC-UKPRC001-CN-1 Lockdown Bracket for Hand-held Remote Controllers □ RCMKP1CB Blue Diamond Sensor Extension Cable —15 Ft.□ C13-103 Blue Diamond Alarm Extension Cable —6.5 Ft.□ C13-192 Blue Diamond MultiTank —collection tank for use with multiple pumps □ C21-014 Blue Diamond Rubber Foot Pads □ F10-010 Mini Condensate Pump —230 volt application □ SI30-230 MegaBlue Advanced Blue Diamond Condensate Pump w/ Reservoir & Sensor □ X87-835 - 110 to 250V MaxiBlue Advanced Blue Diamond Mini Condensate Pump w/ Reservoir & Sensor (110V) up to 48,000 BTU/ H[recommended] □ X87-711 - 110V Advanced Blue Diamond Mini Condensate Pump w/ Reservoir & Sensor (208/230V) [recommended]□ X87-721 - 208/230V MicroBlue Blue Diamond Mini Condensate Pump (110/208/230V) up to 18,000 BTU/H □ X85-003 Fascia Kit for MicroBlue Pump – mounts the MicroBlue and sensor directly beneath the indoor unit □ T18-016 Drain Pan Level Sensor □ SS610E (30A/600V/UL) [fits 2" X 4" utility box] - Black □ TAZ-MS303 (30A/600V/UL) [fits 2" X 4" utility box] - White □ TAZ-MS303W 1 Requires MAC-334IF-E 2 Allows indoor units to connect to an MA Controller ACCESSORIES: MSZ-GL15NA Specifications are subject to change without notice.© 2020 Mitsubishi Electric Trane HVAC US LLC. All rights reserved.July 5, 2022 - Page 319 of 885 Unit: inch PipingInsulation ø1 - 3/8 O.D Liquid line ø1/4 19 - 11/16 (Flared connection ø1/4) Gas line ø3/8 16 - 15/16 (Flared connection: ø3/8 (06/09/12 KBTU/H), ø1/2 (15 KBTU/H) Drain hose Insulation ø1-1/8 O.D Connected part ø5/8 O.D FORM# MSZ-GL15NA FOR MXZ-C MULTI-ZONE HEAT PUMP SYSTEM - 202003 1340 Satellite Boulevard, Suwanee, GA 30024 Toll Free: 800-433-4822 www.mehvac.com DIMENSIONS: MSZ-GL15NA Specifications are subject to change without notice.© 2020 Mitsubishi Electric Trane HVAC US LLC. All rights reserved.July 5, 2022 - Page 320 of 885 July 5, 2022 - Page 321 of 885 July 5, 2022 - Page 322 of 885 July 5, 2022 - Page 323 of 885 July 5, 2022 - Page 324 of 885 July 5, 2022 - Page 325 of 885 VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DAT E: 5/4/2022 ITEM/TOPIC: DRB22-0143 - 333 BDR LLC ATTACHMENTS: File Name Description DRB22-0143_Plans.pdf DRB22-0143 Plans July 5, 2022 - Page 326 of 885 1.ALL DISTRIBUTIONS OF THESE DRAWINGS BY THE GENERAL CONTRACTOR SHALL INCLUDE ALL ADDITIONAL DOCUMENTSASSOCIATED WITH THIS ISSUE. THESE DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, PROJECT MANUAL,SPECIFICATIONS, AND DETAIL MANUAL. FURTHERMORE, NONE OF THE ADDITIONAL DOCUMENTS SHALL BE DISTRIBUTEDWITHOUT THESE DRAWINGS.2.IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ARCHITECTRESERVES THE RIGHT TO TAKE EXCEPTIONS TO METHODS AND MATERIALS NOT REFLECTED HEREIN.3.WORK SHALL BE PERFORMED IN A WORKMANLIKE OR CRAFTSMANLIKE MANNER TO THE SATISFACTION OF THE OWNER.4.THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE CONSTRUCTION DIMENSIONS. THE CONTRACTOR AND EACHSUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO EXECUTION OF THE WORK, AND SHALL BE RESPONSIBLE FORTHE CORRECT AND ACCURATE LAYOUT AND CONSTRUCTION OF THE PROJECT.5.DIMENSIONS ARE TO FACE OF STUD OR TIMBER, CENTERLINE OF TIMBER AND FACE OF CONCRETE, UNLESS NOTEDOTHERWISE.6. DOOR SIZES ARE NOTED AS 2670, WHICH IS A 2'-6"x7'-0" DOOR.7.REFER TO PLANS SECTIONS AND ELEVATIONS FOR WINDOW LOCATIONS AND SIZES. SIZES ARE NOTED AS 4848 WHICH IS A 48"x48" WINDOW. WINDOWS ARE TO BE ALUMINUM CLAD WOOD WINDOWS.8.COORDINATE ELECTRICAL AND MECHANICAL WORK WITH STRUCTURAL FRAMING.9.PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TOTOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY,COUNTER TOPS, STAIR HANDRAILS AND FALSE BEAMS.10.ALL NON 90 DEGREE ANGLES ON PLANS ARE 45 DEGREES UNLESS OTHERWISE NOTED.11.IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. FLOOR PLANS TAKE PRECEDENCE.12.ALL ARCHES ARE TO HAVE A RADIUS THAT EQUALS THE WIDTH OF THE OPENING. THE SPRING LINE OF THE ARCH IS LOCATED AT 7'-0" AFF UNLESS NOTED OTHERWISE..13.WOOD/TIMBER MEMBERS NOTED AS "ACTUAL" REFER TO THE ACTUAL FINISHED DIMENSION OF THE MEMBER. FOREXAMPLE: "4X12 ACTUAL" REFERS TO A MEMBER THAT MEASURES 4 INCHES WIDE BY 12 INCHES DEEP. MEMBERS NOT NOTEDAS "ACTUAL" REFER TO THE NOMINAL FINISHED DIMENSION OF THE MEMBER. FOR EXAMPLE: "4X12" REFERS TO A MEMBERTHAT MEASURES 3 1/2 INCHES WIDE BY 11 1/4 INCHES DEEP. REFER TO SPECIFICATIONS FOR SURFACE TEXTURE AND FINISH.14.INSTALL PERFORATED PIPE PERIMETER DRAIN SYSTEM AND SOLID PIPE UNDER DRAIN SYSTEM AS REQUIRED. REFERENCESOILS REPORT FOR ADDITIONAL REQUIREMENTS. SLOPE SYSTEM TO DRYWELL OR DAYLIGHT. ALL DOWNSPOUTSATTACHED TO DRAIN SYSTEM AND HEAT TRACED TO 48" BELOW FINISHED GRADE .15.TYPICAL OFFSET OF INTERIOR DOORS IS 4", UNLESS AT END OF CORRIDOR (WHERE THEY ARE CENTERED),OR UNO.16.ALL WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF UNIT, UNO.17.PER IBC CHAPTER 17, SPECIAL INSPECTIONS AND TESTS ARE REQUIRED.THESE SHALL BE PERFORMED BY A 3RD PARTY INSPECTOR APPROVED BY THE TOWN OF VAIL.INSPECTIONS AND TESTS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING; STEEL CONSTRUCTION, CONCRETECONSTRUCTION, MASONRY CONSTRUCTION, SOILS, DRIVEN DEEP FOUNDATIONS/PILES, SEISMIC RESISTANCE, SPRAYAPPLIED FIRE RESISTIVE MATERIALS.2 STORIES + BASEMENTTYPE OF OCCUPANCY: TYPE OF CONSTRUCTION: LEVELS:TYPE V-NR3 (SINGE FAMILY)PROJECT INFORMATIONPROJECT DIRECTORYINDEX OF DRAWINGSGENERAL NOTESPARKING:3 GARAGE SPACES - 3 DRIVEWAYFIRE SUPPRESSION SYSTEM:YESBUILDING LOT SIZE: PARCEL NUMBER:2101-071-12-006LEGAL DESCRIPTION:LOT 41, BLOCK 7, VAIL VILLAGE FILING 1CLASS OF WORK:MINOR ALTERATIONSCOPYRIGHT RESERVATIONALL DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT ( SHEPHERD RESOURCES, INC./ AIA HERE IN AFTER ,"SRI") FOR PROJECTS FOR WHICH THE ARCHITECT HAS BEEN RETAINED ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITHRESPECT TO THE SPECIFIC PROJECT, UNLESS OTHERWISE PROVIDED IN WRITING, THE ARCHITECT SHALL BE DEEMED THE SOLE AND EXCLUSIVEAUTHOR OF SUCH DOCUMENTS AND SHALL RETAIN, WITHOUT LIMITATION, ALL COMMON LAW, STATUTORY AND OTHER REVERSED RIGHTS,INCLUDING THE COPYRIGHT HEREOF. NO PERSON (INCLUDING, WITHOUT LIMITATION, ALL EMPLOYEES AND/OR INDEPENDENTCONTRACTORS OF THE ARCHITECT), WHETHER HAVING COME RIGHTLY INTO POSSESSION THERE OF OR OTHERWISE, SHALL EMPLOY THESEDOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS TO ANY PROJECT NOR FOR THE COMPLETION OF ANY PROJECT FOR WHICH THEARCHITECT HAS BEEN RETAINED BY OTHERS, OR MAKE ANY OTHER USE THEREOF WHATSOEVER, UNLESS WITH THE PRIOR EXPRESS WRITTENCONSENT OF THE ARCHITECT AND UPON APPROPRIATE COMPENSATION TO THE ARCHITECT IN AN AMOUNT AND KIND SATISFACTORY TOTHE ARCHITECT AS AGREED TO BY THE ARCHITECT IN WRITING. THE ARCHITECT EXPRESSLY CLAIMS ALL PROPRIETARY RIGHTS IN ALL MATERIALFOR WHICH ARE ISSUED IN CONFIDENCE FOR DESIGN AND/OR CONSTRUCTION PURPOSES OF ALL PROJECTS FOR WHICH THE ARCHITECT HASBEEN RETAINED AS NOTED. THESE MATERIALS MAY NOT BE COPIED, MODIFIED, NOR EMPLOYED IN ANY WAY BY ANY PERSON (INCLUDING,WITHOUT LIMITATION, AN EMPLOYEE OR EMPLOYEES) WITHOUT THE SPECIFIC PRIOR WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.THE FOREGOING SHALL APPLY EQUALLY TO ALL CONCEPT DRAWINGS, RENDERINGS, SKETCHES, BIDS AND ALL OTHER WORK PRODUCT OF THEARCHITECT EVEN IN THE EVENT THAT THE ARCHITECT IS NOT ULTIMATELY RETAINED FOR THE SPECIFIC PROJECT FOR WHICH SUCH MATERIALSWERE CREATED AND TO ALL OTHER WORKS AND WORK PRODUCT OF THE ARCHITECT.(C) 2022 SHEPHERD RESOURCES, INC. ALL RIGHTS RESERVED.ALL ISSUANCES SHALL BE DISTRIBUTED IN FULL, WHICH INCLUDES BUT IS NOT LIMITED TO, ALL OF THE SHEETS LISTED IN THE INDEX OFDRAWINGS ON THIS SHEET, THE DETAIL MANUAL, THE PROJECT MANUAL, ADDENDA AND ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS.PLEASE CONTACT THE GENERAL CONTRACTOR IF YOU HAVE NOT RECEIVED A COMPLETE SET OF DOCUMENTS.ARCHITECTSHEPHERD RESOURCES, INC/AIAADAM HARRISONBEN MARIONPO BOX 1624EDWARDS, CO 81632(PHONE) 970.949.3302(FAX) 970.949.5121STRUCTURAL ENGINEERIMEG Corp. (formerly Monroe & Newell Engineers)1400 Glenarm Place Suite 101 Denver, CO 80202(303) 623-4927 phonepeter.d.monroe@imegcorp.comOWNER333 BDR LLCINTERIOR FIXED FINISHES TBDGENERAL CONTRACTORShaeffer Hyde ConstructionPO Box 373Vail, Colorado 8165841011 Highway 6Avon, Colorado 81620-0514970.790.1522ABBREVIATIONSPRHTPARTIAL HEIGHTPVMTPAVEMENTQTQUARRY TILERRISERR & SROD AND SHELFRADRADIUSRDROOF DRAINREFREFERENCEREFRIGREFRIGERATORREINFREINFORCEDREQDREQUIREDRESLRESILIENTREVREVISIONRFGROOFINGRMROOMROROUGH OPENINGR/SROUGH SAWNSCHEDSCHEDULESECTSECTIONSFSQUARE FEETSHTSHEETSHTGSHEATHINGSHWRSHOWERSIMSIMILARSIPSSTRUCTURAL INSULATED PANELSPECSPECIFICATION (S)SPRINGSPRING POINTSQSQUARESSTSTAINLESS STEELSTCSOUND TRANSMISSION CLASSSTDSTANDARDSTLSTEELSTNSTONESTRGSTORAGESTRUCT or SSTRUCTURALSUSPSUSPENDEDSYMSYMMETRICALTTREADTBTOWEL BARTBDTO BE DETERMINEDTCTRASH COMPACTORTELTELEPHONETHKTHICKTMBTIMBERTJIENGINEERED -BEAMTLTTOILETTMPRTEMPERED GLASSTPTNTOILET PARTITIONTVTELEVISIONTHRUTHROUGHT OTOP OF (MATERIAL)TRAPTRAPEZOID (WINDOW)TRTDTREATEDTYPTYPICALT & GTONGUE AND GROOVEUNCONDUNHEATED / UNCONDITIONED SPACEUNDUNDERUNFUNFINISHEDUNOUNLESS NOTED OTHERWISEURURINALUTILUTILITY(IES)VERTVERTICALVESTVESTIBULEVIFVERIFY IN FIELDWWIDTH, WIDEW/WITHW/OWITHOUTWCWATER CLOSETWDWOODWDWWINDOWWPWATERPROOFINGWSWEATHERSTRIPPINGWSCTWAINSCOTWTWEIGHTWWF WELDED WIRE FABRICFRZRFREEZERFTFOOT / FEETFTGFOOTINGFURRFURRINGFUTFUTUREGAGAUGEGALVGALVANIZEDGBGRAB BARGCGENERAL CONTRACTORGLGLASS, GLAZINGGLAMGLUE LAMINATED BEAMGRGRADEGWBGYPSUM WALL BOARDGYPGYPSUM / GYPCRETEHBHOSE BIBHDRHEADERHDRLHANDRAILHDWDHARDWOODHDWRHARDWAREHMHOLLOW METALHORIZHORIZONTALHRHOURHTHEIGHTHVACHEATING/VENTING/AIRIBINSTALLED BY (WHOM)IDINSIDE DIAMETERININCHINCLINCLUDE (D), (ING)INFOINFORMATIONINSULINSULATIONINTINTERIORJANJANITOR CLOSETJTJOINTKIT or KKITCHENKPKICKPLATELLENGTHLAMLAMINATE(D)LAVLAVATORYLDGLANDINGLTLIGHTLVLOUVERLVLLAMINATED VENEER LUMBERMATLMATERIALMAXMAXIMUMMCMEDICINE CABINETMECHMECHANICALMFRMANUFACTURE (ER)MINMINIMUMMISCMISCELLANEOUSMOMASONRY OPENINGMTLMETALN/ANOT APPLICABLENICNOT IN CONTRACTNOMNOMINALNTSNOT TO SCALEOA OVERALLOCON CENTERODOUTSIDE DIAMETEROFCOFFICEOHOVERHEADOPGOPENINGOPPOPPOSITEOSBORIENTED STRAND BOARDOVOVERPANPANEL(ING)PARTNPARTITIONPKTPOCKETPLPLATEPLASPLASTERPLMBPLUMBINGPLYWDPLYWOODPRPAIRPTPOINTPTDPAINT(ED)(A)ACTIVEABVABOVEACOUSACOUSTICALADDADDENDUMADDLADDITIONALADJADJACENTAFFABOVE FINISHED FLOORAFGABOVE FINISH GRADEALTALTERNATEALUMALUMINUMAPACCESS PANELAPPROXAPPROXIMATEA or ARCHARCHITECT (URAL)A/VAUDIO-VISUALBATTBATT INSULATIONBDBOARDBITBITUMINOUSBLDGBUILDINGBLKBLOCK(ING)BMBEAMB OBOTTOM OF (MATERIAL)BRBEERBRGBEARINGBSMTBASEMENTBYOBY OTHERSCJCONTROL JOINTCLCLOSETC/L orCENTERLINECLKCAULKCLGCEILINGCLRCLEAR (ANCE)CMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONNCONNECTIONCONTCONTINUOUSCORRCORRIDORCPT CARPETCSMTCASEMENTCT CERAMIC TILECUSTCUSTOMDBLDOUBLEDEMODEMOLISH, DEMOLITIONDFDRINKING FOUNTAINDIA or ØDIAMETERDIMDIMENSIONDNDOWNDOCSDOCUMENTSDSDOWNSPOUTDRDOORDTL or DDETAILDWDUMBWAITERDWGDRAWINGEAEACHEJEXPANSION JOINTELECELECTRIC (AL)ELEVELEVATIONENGENGINEER(ING)EPBELECTRICAL PANEL BOARDEQEQUALEQUIPEQUIPMENTEXGEXISTINGEXTEXTERIORFAFIRE ALARMFDFLOOR DRAINFEFIRE EXTINGUISHERFFFINISHED FLOORFINFINISHFIXTFIXTUREFLRFLOOR (ING)F OFACE OF (MATERIAL)FNDNFOUNDATIONFPFIREPLACEFRMGFRAMINGVAIL COLORADO333 BEAVER DAM ROADDESIGN REVIEW BOARDAPRIL 25, 2022LOT 41, BLOCK 7, VAIL VILLAGE FILING 1PARCEL NO. 2101-071-12-006ZONING SUMMARY:PS PRIMARY/SECONDARYDWELLING UNITS:1SETBACKS20' FRONT, 15' SIDE AND BACK(EXISTING COMPLIES, NO CHANGE)BUILDING HEIGHT33' MAX. (EXISTING COMPLIES)SITE COVERAGENO CHANGE TO EXISTING SITE COVERAGEN/A* NO CHANGE TO EXISTING GRFAGRFA CALCULATIONSPROJECT:S H E P H E R DR E S O U R C E SI N C / A I AVAIL / BEAVER CREEKEDWARDS C O L O R A D O 8 1 6 329 7 0 9 4 9 3 3 0 2W W W . S R I A R C H I T E C T . C O MCOVERA1.004-25-22DRB SET2129ROAD333 BEAVER DAMAPRIL 25, 2022VAIL,COLORADOLOT 41, BLOCK 7 VAIL VILLAGEFILING 1 FOR NOTCONSTRUCTIONPARCEL 210107112006July 5, 2022 - Page 327 of 885 July 5, 2022 - Page 328 of 885 PROJECT:S H E P H E R DR E S O U R C E SI N C / A I AVAIL / BEAVER CREEKEDWARDS C O L O R A D O 8 1 6 329 7 0 9 4 9 3 3 0 2W W W . S R I A R C H I T E C T . C O MGARAGE MAN DOORA2.004-25-22 DRB SET2129ROAD333 BEAVER DAMAPRIL 25, 2022VAIL,COLORADOLOT 41, BLOCK 7 VAIL VILLAGEFILING 1 FOR NOTCONSTRUCTIONPARCEL 210107112006SCALE:PROPOSED PLAN1/8" = 1'-0"5SCALE:PROPOSED WEST ELEVATION1/8" = 1'-0"4SCALE:EXISTING PHOTONTS1SCALE:EXISTING PHOTONTS2SCALE:CONCEPTUAL SKETCHNTS3SCALE:EXISTING WEST ELEVATION1/8" = 1'-0"6July 5, 2022 - Page 329 of 885 PROJECT:S H E P H E R DR E S O U R C E SI N C / A I AVAIL / BEAVER CREEKEDWARDS C O L O R A D O 8 1 6 329 7 0 9 4 9 3 3 0 2W W W . S R I A R C H I T E C T . C O MDECK POSTSA3.004-25-22DRB SET2129ROAD333 BEAVER DAMAPRIL 25, 2022VAIL,COLORADOLOT 41, BLOCK 7 VAIL VILLAGEFILING 1 FOR NOTCONSTRUCTIONPARCEL 210107112006SCALE:EXISTING DECK PLAN1/8" = 1'-0"6SCALE:PROPOSED LOWER LEVEL PLAN1/8" = 1'-0"5SCALE:EXISTING PHOTONTS7SCALE:EXISTING PHOTONTS9SCALE:PROPOSED POSTSNTS8SCALE:PROPOSED POSTS1/8" = 1'-0"4SCALE:PROPOSED POSTS1/8" = 1'-0"2SCALE:EXISTING ELEVATION1/8" = 1'-0"1SCALE:EXISTING ELEVATION1/8" = 1'-0"3July 5, 2022 - Page 330 of 885 PROJECT:S H E P H E R DR E S O U R C E SI N C / A I AVAIL / BEAVER CREEKEDWARDS C O L O R A D O 8 1 6 329 7 0 9 4 9 3 3 0 2W W W . S R I A R C H I T E C T . C O MDRIVEWAYGATEA4.004-25-22 DRB SET2129ROAD333 BEAVER DAMAPRIL 25, 2022VAIL,COLORADOLOT 41, BLOCK 7 VAIL VILLAGEFILING 1 FOR NOTCONSTRUCTIONPARCEL 210107112006SCALE:PROPOSED DRIVEWAY PLAN1/16" = 1'-0"1SCALE:EXISTING GATES ON BEAVER DAM ROADNTS6SCALE:PROPOSED GATE SKETCHNTS4SCALE:EXISTING DRIVEWAYNTS5SCALE:PROPOSED GATE SKETCHNTS2SCALE:PROPOSED GATE SKETCHNTS3July 5, 2022 - Page 331 of 885 2'-6"2'-6"2'-6"2'-6"2'-6"12'-7 3/4" 16'-1"PROJECT:S H E P H E R DR E S O U R C E SI N C / A I AVAIL / BEAVER CREEKEDWARDS C O L O R A D O 8 1 6 329 7 0 9 4 9 3 3 0 2W W W . S R I A R C H I T E C T . C O MPATIOROOFA5.004-25-22 DRB SET2129ROAD333 BEAVER DAMAPRIL 25, 2022VAIL,COLORADOLOT 41, BLOCK 7 VAIL VILLAGEFILING 1 FOR NOTCONSTRUCTIONPARCEL 210107112006SCALE:PROPOSED PATIO ROOF 1/16" = 1'-0"4SCALE:PROPOSED PATIO ROOF PLAN1/8" = 1'-0"5SCALE:EXISTING PATIONTS1SCALE:PROPOSED ROOF SKETCH SECTIONNTS2SCALE:PROPOSED PATIO ROOF RENDERING 1N.T.S.6SCALE:PROPOSED PATIO ROOF WITHOUT SHADEN.T.S.3SCALE:PROPOSED PATIO ROOF RENDERING 2N.T.S.7July 5, 2022 - Page 332 of 885 VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DAT E: 5/4/2022 ITEM/TOPIC: DRB22-0087 - Ogier Boutique ATTACHMENTS: File Name Description DRB22-0087_Solaris_Ogier_Plan_Set.pdf Plan Set July 5, 2022 - Page 333 of 885 MARCH 17, 2022 VIA ELECTRONIC SUBMITTAL VAIL DESIGN REVIEW BOARD COMMUNITY DEVELOPMENT TOWN OF VAIL 75 S. FRONTAGE RD W. VAIL, CO 81651 RE: PROJECT DESCRIPTION OGIER BOUTIQUE VAIL 141 E. MEADOW DR, SUITE 206 VAIL, CO 81657-5857 PARCEL ID: 210108293001 MEMBERS OF THE VAIL DRB: OUR CLIENT AT THE ABOVE ADDRESS, HAS REQUESTED A RE-DESIGN OF THE EXISTING STOREFRONT AT THEIR SPACE ON THE L2 CONCOURSE LEVEL OF SOLARIS, IMMEDIATELY WEST OF MATSUHISA VAIL. WE PLAN TO INCLUDE THE FOLLOWING IN THE REDESIGN: 1. RE-WORKING OF THE EXISTING ALUMINUM (COLOR: BRONZE) STOREFRONT SYSTEM TO CENTER THE DOORWAY (CURRENTLY FAR LEFT), AND FLANK THE DOORWAY WITH SINGLE INSULATED GLASS STOREFRONT PANELS, AS SHOWN IN ELEVATION (DRWG 7, SHT 4.1); 2. CENTERED DOOR TO BE 4’-6”W GLASS PIVOT DOOR (MEETING ICC A117.1 404.2 STANDARDS FOR ACCESSIBLE CLEARANCES & HARDWARE); 3. ADDITION OF A FULL-LENGTH CLOSED-END UV-RESISTANT SUMBRELLA FABRIC (COLOR: IVORY) AWNING, PER THE ATTACHED DRAWINGS, WITH IDENTIFYING SIGNAGE & LOGO ON BOTH THE INCLINED & VALANCE SURFACES. WE BELIEVE THE ATTRIBUTES OF THE REDESIGN ARE CONSISTENT WITH PRECEDENTS SET BY ADJACENT COMMERCIAL USES AT SOLARIS, AND WILL BE A POSITIVE ADDITION TO VAIL’S PUBLIC REALM AND RETAIL EXPERIENCE. WE HEREWITH ATTACH APPROPRIATE REQUIRED FORMS, INCLUDING A LETTER OF APPROVAL FROM SOLARIS REAL ESTATE, OUR LANDLORD, AND ARCHITECTURAL DRAWINGS IN SUPPORT OF THIS DESIGN REVIEW APPLICATION. SINCLAIR BUILDING|ARCHITECTURE|DESIGN LTD WILL BE THE ARCHITECT & GENERAL CONTRACTOR. PLEASE FEEL FREE TO CONTACT ME DIRECTLY WITH ANY QUESTIONS OR COMMENTS. YOU CAN ALWAYS REACH MY CELL PHONE (970) 948-4269 OR EMAIL ROB@SIN-BAD.COM. SINCERELY, ROBERT G. SINCLAIR AIA SINCLAIR BUILDING|ARCHITECTURE|DESIGN LTD • PO BOX 8114, ASPEN, CO 81612 • 970.925.4269 July 5, 2022 - Page 334 of 885 EXISTING FINISH FLOORLVL 20' -0"NEW AWNING COLOR (IVORY)NEW GLASS PIVOT DOOR(PER ICC ACCESSIBILITY STANDARDS)EXISTING MULLION HGT8' -2"V.I.FEXISTING HORIZONTAL MULLION HEIGHT TO REMAINV.I.F.9' - 5"4' - 6"V.I.F.9' - 5"EXISTING STOREFRONT TO BE RECONFIGURED AS SHOWNEXISTING FINISH FLOORLVL 20' -0"EXISTING MULLION HGT8' -2"V.I.F.EXISTING BRONZE-COLOR ALUMINUM STOREFRONT TO BE RECONFIGURED AND REGLAZED AS PER SOLARIS STANDARDSSEE A 4.1/4EXISTING METAL CLADING TO REMAINEXISTING SIGNAGE AND LIGHTING TO BE REMOVEDP111213EXISTING DOOR2A4.1P111213V.I.F.9' - 5"4' - 6"V.I.F.9' - 5"NEW GLASS PIVOT DOOR4 ' - 0 "AWNING ABOVE3' - 6"1' - 0"4A4.1ICE RINKSOLARIS COMPLEXPROJECT LOCATIONSUITE 206OFFICEOFFICEOFFICEOFFICEOFFICEOFFICEBREAKROOMRECEPTIONOFFICECONFERENCESTORAGEE MEADOW DRVILLAGE CENTRE DRPLAZA LEVELLEVEL 2 CONCOURSEGARAGE ACCESSGARAGE/LOADING DOCK ACCESSSINCLAIR BUILDING ARCHITECTURE DESIGN PO BOX 8114 ASPEN COLORADO 81612 970-925-4269 P970-925-5478 FALL RIGHTS, IDEAS, ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWING AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF SINCLAIR BUILDING ARCHITECTURE DESIGN AND SHALL NOT BE USED BY ANY OTHER PERSON FOR ANY USE WITHOUT WRITTEN PERMISSION© copyright, 2021 all rights reservedOGVDATE PLOTTEDISSUE FOR:REVIEWER STAMPS141 E MEADOW DRIVE STE 206VAIL CO 81657SCALESHEET TITLESHEET NUMBEROGIER VAIL1. VAIL DRB SUBMITAL3.16.22STOREFRONT & AWNINGAs indicated3/18/2022 9:50:07 AM\\10.1.10.13\oga-ogv\OGV\OGIER VAIL PROJECT FILE.rvt3/18/2022 9:50:07 AMA4.1FRONT ELEVATION1/4" = 1'-0"7PROPOSED FRONT ENTRY1/4" = 1'-0"5EXISTING FRONT ENTRY1/4" = 1'-0"4EXISTING FLOOR PLAN @ FRONT ENTRY1/4" = 1'-0"6PROPOSED FLOOR PLAN @ FRONT ENTRYPROPOSED FRONT ENTRYPROPOSED FRONT ENTRY1" = 80'-0"1PROJECT LOCATION1/4" = 1'-0"3EXISTING STOREFRONT STE 2061/4" = 1'-0"2EXISTING STOREFRONT EXAMPLES @ SOLARISVAIL, 141 MEADOW DRIVEJuly 5, 2022 - Page 335 of 885 DESIGN REVIEW BOARD May 18, 2022, 2:00 PM Town Council Chambers and Virtual on Zoom 75 S. Frontage Road - Vail, Colorado, 81657 1.Call to Order 1.1.Register in advance for this webinar: https://us02web.zoom.us/webinar/register/WN_xAPRvXH9S7qy9hu8Xr-Zjw After registering, you will receive a confirmation email containing information about joining the webinar. 1.2.Attendance 2.Main Agenda 2.1.DRB22-0078 - Gordon Residence Final review of an exterior alteration, (exterior remodel) Address/Legal Description: 1050 Homestake Circle/ Lot 5, Block 1, Vail Village Filing 8 Applicant: Dana Gordon, represented by Alicia Davis Architects PC Planner: Jamie Leaman-Miller 2.2.DRB22-0136 - Eagle River Water & Sanitation Final review of an exterior alteration, (landscape & lighting) Address/Legal Description: 846 Forest Road/ Lot 1, Eagle River Water & Sanitation District Subdivision Applicant: Eagle River Water & Sanitation District, represented by Black & Veatch Planner: Jonathan Spence 2.3.DRB20-0034.002 - 2139 Vail LLC Residence Final review of changes to approved plans (landscaping) Address/Legal Description: 2139 Chamonix Lane / Lot 11, Vail Heights Filing 11 Applicant: 2139 Vail LLC, represented by Pure Design Studio Planner: Jonathan Spence 2.4.DRB19-0652.001 - Vail Corp Final review of a change to approved plans (conformance with applicable standards) Address/Legal Description: 3700 North Frontage Road East/Lot 1, East Vail Workforce Housing Subdivision Applicant: Vail Corp the Fixed Assets Department, represented by OZ Architecture Planner: Jonathan Spence 3.Staff Approvals 3.1.DRB21-0185.001 - Four Seasons July 5, 2022 - Page 336 of 885 Final review of a change to approved plans (loft addition) Address/Legal Description: 1 Vail Road/Lot A-C, Vail Village Filing 2 Applicant: Four Seasons, represented by Larry Deckard Architect Planner: Jonathan Spence 3.2.DRB21-0546.001 - Becker Residence Final review of a change to approved plans (piers) Address/Legal Description: 770 Potato Patch Drive Unit 4/Lot 6, Block 2, Vail Potato Patch Filing 1 Applicant: Joel S. & Nancy S. Becker, represented by Davis Design Group Planner: Jonathan Spence 3.3.DRB22-0057.001 - Pockcross Residence Final review of change to approved plans, (support columns) Address/Legal Description: 2672 Cortina Lane/ Lot 8, Block B, Vail Ridge Subdivision Applicant: Keith & Miriam Pockross, represented by TAB Associates, Inc. Planner: Jonathan Spence 3.4.DRB22-0108 - Holiday House Final review of an exterior alteration (painting) Address/Legal Description: 9 Vail Road/ Lot B, Vail Village Filing 2 Applicant: Holiday House, represented by Empire Painting Inc. Planner: Jonathan Spence 3.5.DRB22-0120 - Carey Family Trust Final review of an exterior alteration (deck) Address/Legal Description: 2785 Bald Mountain Road/ Lot 3, Block 2, Vail Village Filing 13 Applicant: 2002 CAREY FAMILY TRUST, MICHAEL J. & WENDY M. CAREY TRUSTEES, represented by Nett Designs Construction Planner: Jonathan Spence 3.6.DRB22-0138 - Ellison Residence Final review of an exterior alteration (door & window) Address/Legal Description: 508 East Lionshead Circle 401/ Lot 1, Block 1, Vail Lionshead Filing 1 Applicant: Arlo & Susan Ellison, represented by Rusty Spike Enterprises Planner: Jamie Leaman-Miller 3.7.DRB22-0144 - Spruce Creek Townhomes Final review of an exterior alteration (repainting) Address/Legal Description: 1750 South Frontage Road West/ Spruce Creek Townhomes Applicant: Spruce Creek Townhomes, represented Fireside Properties Planner: Jamie Leaman-Miller 3.8.DRB22-0149 - Lionshead Ticket office Lost & Found Final review of an exterior alteration (window & door) Address/Legal Description: 520 East Lionshead Circle C1/ Lot 5, Block 1, Vail Lionshead Filing 1 Applicant: VAIL CORP THE FIXED ASSETS DEPARTMENT, represented by VMDA July 5, 2022 - Page 337 of 885 Planner: Jamie Leman-Miller 3.9.DRB22-0150 - Agarwala Residence Final review of an exterior alteration (siding) Address/Legal Description: 4515 Bighorn Road/Lot 6 & 7, Block 1, Bighorn Subdivision 3rd Addition Applicant: Amit Agarwala & Jessica Barber Planner: Jonathan Spence 3.10.DRB22-0155 - Potato Patch Townhomes Final review of an exterior alteration (reroof) Address/Legal Description: 770 Potato Patch Drive/ Lot 6, Block 2, Vail Potato Patch Filing 1 Applicant: Potato Patch Townhomes, represented by Mountain Valley Property Management Planner: Jonathan Spence 3.11.DRB22-0157 - Chamonix Chalets Final review of an exterior alteration, (reroof & mansard) Address/Legal Description: 2466 Chamonix Lane/ Lot 3, Block B, Vail Das Schone Filing 1 Applicant: Chamonix Chalets, represented by Mountain Valley Property Management 3.12.DRB22-0166 - Lions Square Lodge Final review of an exterior alteration (Doors) Address/Legal Description: 660 Lionshead Place/ Lot 1, Vail Lionshead Filing 1 First Addition Applicant: Lions Square Lodge, represented by RA Nelson Planner: Jonathan Spence The applications and information about the proposals are available for public inspection during regular office hours at the Town of Vail Community Development Department, 75 South Frontage Road. The public is invited to attend the project orientation and the site visits that precede the public hearing in the Town of Vail Town Council Chambers. Times and order of items are approximate, subject to change, and cannot be relied upon to determine at what time the Design Review Board will consider an item. Please call 970-479-2138 for additional information. Sign language interpretation available upon request with 24-hour notification, dial 711. July 5, 2022 - Page 338 of 885 VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DAT E: 5/18/2022 ITEM/TOPIC: DRB22-0078 - Gordon Residence ATTACHMENTS: File Name Description DRB22-0078_Plans.pdf DRB22-0078 Plans July 5, 2022 - Page 339 of 885 Alicia Davis Architect PC 970.209.6304 PO Box 4774 Eagle, CO 81631 davis-architecture.com DateREVISIONSEXTERIORALTERATION 5/2/2022 10:23:29 PMA0.0 COVER SHEETGORDON RESIDENCE- REMODELVAIL, COLORADO 8165704.15.2022 1050 HOMESTAKE CIRCLEVAIL VILLAGE FILING 8, BLOCK 1, LOT 5PROJECT TEAM DRAWING LIST: A0.0 COVER SHEET A1.0 TOPOGRAPHIC SURVEY L-1 EXISTING CONDITIONS PLAN L-2 SITE PLAN L-3 PLANTING PLAN L-4 SITE DETAILS L-5 SITE CALCULATIONS A2.1 FIRST LEVEL EXISTING & REMODEL PLAN A2.2 SECOND LEVEL EXISTING & REMODEL PLAN A2.3 EXISTING AND REMODEL ROOF PLAN A3.0 EXISTING ELEVATIONS A3.1 FRONT & RIGHT ELEVATIONS -REMODEL A3.2 REAR & LEFT ELEVATIONS -REMODEL A3.3 3D BEFORE & AFTER ZONING SUMMARY PARCEL NUMBER: 2101-092-03-007 LOCATION: 1050 HOMESTAKE CIRCLE VAIL VILLAGE FILING 8 BLOCK 1, LOT 5 YEAR BUILT:1991 BEDROOMS:4 BATHROOMS:4.5 INDOOR PARKING:2 SPACES OUTDOOR PARKING: 2 SPACES NEIGHBORHOOD:GOLF COURSE OLDER LOT SIZE: 0.182 ACRES = 7,928 SF ZONING: PS (2 FAMILY PRIMARY/SECONDARY) LAND USE: LOW DENSITY RESIDENTIAL AVALANCHE HAZARD:NO ROCK FALL HAZARD: NO DEBRIS FLOW HAZARD: NO FLOOD PLAIN HAZARD: NO EXCESSIVE SLOPES:NO ALLOWABLE SITE COVERAGE = 20% = 1,586 SF FOOTPRINT:1,437 SF OWNER: DANA GORDON 3607 N 27TH STREET ARLINGTON, VA 22207 ARCHITECT: ALICIA DAVIS, AIA ALICIA DAVIS ARCHITECT PC P.O. BOX 4774 EAGLE, COLORADO 81631 LANDSCAPE ARCHITECT: RIC FIELDS FIELDSCAPE INC. P.O. BOX 1871 AVON, COLORADO 81620 CONTRACTOR: NEDBO CONSTRUCTION 40690 US-6 AVON, COLORADO 81620 FLOOR AREA SUMMARY EXISTING FLOOR AREA: FIRST LEVEL FINISHED 1,016 SF SECOND LEVEL FINISHED 1,517 SF TOTAL FINISHED 2,533 SF GARAGE 421 SF GROSS SQUARE FEET 2,954 SF NO ADDITIONAL SQUARE FEET PROPOSED FRONT VIEWAERIAL VIEW NEW EXTERIOR MATERIALS No.DescriptionDate1050 HOMESTAKE CIRCLE, TOWN OF VAIL EXTERIOR ALTERATION -DRB REVIEW SET -2 GRFA SUMMARY LOT SIZE: 0.182 ACRES = 7,928 SF ALLOWABLE GRFA = 3,647 SF .46 OF SITE AREA LESS THAN 10,000 SF EXISTING & PROPOSED GRFA: FIRST LEVEL 1,016 SF SECOND LEVEL 1,517 SF GARAGE DEDUCTION 421 SF TOTAL GRFA 2,533 SF DRB SUBMITTAL 1 03.14.2022RAILING DETAIL METAL WOOD NEWEL POSTS NEW EXTERIOR STONE DRYSTACKED CUSTOM BLEND PAINT EXISTING STUCCO SHERWIN WILLIAMS SW 7637 OYSTER WHITE MOCK UP TO BE PROVIDED FOR FINAL EXTERIOR APPROVAL STAIN EXISTING AND NEW TRIM/TIMBERS SHERWIN WILLIAMS SW 3542 CHARWOOD DECKING TREX TRANSCEND COLOR: SPICED RUM KEEP EXISTING EXTERIOR LIGHT FIXTURES WINDOWS/DOORS DARK BRONZE GARAGE DOOR DESIGN DOUBLE DOOR 18'0" X 8'0" SITE COVERAGE -EXISTING TOTAL LOT AREA 7,928 SF (.182 ACRES) BUILDING FOOTPRINT 1,437 SF (18%) DRIVEWAY 874 SF TOTAL EXISTING HARDSCAPE 166 SF (PATIOS & WALKS) TOTAL IMPERVIOUS 2,477 SF (31%) SITE COVERAGE -PROPOSED TOTAL LOT AREA 7,928 SF (.182 ACRES) BUILDING FOOTPRINT 1,437 SF (18%) DRIVEWAY 874 SF TOTALPROPOSED HARDSCAPE 482 SF (PATIOS & WALKS) TOTAL IMPERVIOUS 2,477 SF (35%) July 5, 2022 - Page 340 of 885 July 5, 2022 - Page 341 of 885 DYH HOMESTAKE CIRCLE 45' Radius Right-of-Way BENCHMARK: FOUND SURVEY MONUMENT 1.5" ALUMINUM CAP LS ILLEGIBLE ELEVATION 8242.81' 10' EASEMENT RECEPTION No. 102781 EVERGREEN BUSH FIRE HYD SEWER MANHOLE RIM = 8238.0' BENCHMARK: SEWER MANHOLE RIM = 8238.94' E D GE OF PAV EMEN T CONCRETE PANUTIL PED LIGHT POLE ADDRESS POST 8244.4' 8244.4' 8246' 8246' 8247' 8245' 8245' 8244' 8243' 8242' 8241' 8240' 8240'8241'8242' 8243' 8244' 8246' 8247' 8244' 8239' 2%8244AC 8" 4" R ID G E 8 2 7 1 .1 'PAVER DRIVE E D GE O F P A VEM ENTA SPH ALT D RIVETHRESH 8240.6' THRESH 8244.5' DECK 8243.1' DECK 8244.5' 2ND LEVEL DECK LOT 5 0.182 ACRES 1050 N 4 7°55 '45 "E 92.31N89°26'28"W 102.75 S69°28'02"E20.00'S07°17'12"E104.43'DYH S S HOMESTAKE CIRCLE 45' Radius Right-of-Way BENCHMARK: FOUND SURVEY MONUMENT 1.5" ALUMINUM CAP LS ILLEGIBLE ELEVATION 8242.81' 10' EASEMENT RECEPTION No. 102781 EVERGREEN BUSH FIRE HYD SEWER MANHOLE RIM = 8238.0' BENCHMARK: SEWER MANHOLE RIM = 8238.94' E DGE OF PAVE ME NT CONCRETE PANUTIL PED LIGHT POLE ADDRESS POST 8244.4' 8244.4' 8246' 8246' 8247' 8245' 8245' 8244' 8243' 8242' 8241' 8240' 8240'8241'8242' 8243' 8244' 8246' 8247' 8244' 8239' 2%8244AC 8" 4" R ID G E 8 2 7 1 .1 'PAVER DRIVE ED G E OF PAVEM EN TASPHA LT DR IVETHRESH 8240.6' THRESH 8244.5' NEW PATIO 8243.1' NEW PATIO 8244.5' 2ND LEVEL DECK STEPPING STONE STEPS LOT 5 0.182 ACRES 1050 N 4 7°55 '45 "E9 2.3 1N89°26'28"W 102.75 S69°28'02"E20.00'S07°17'12"E104.43'15' SIDE SETBACK 15' REAR SETBACK 15' SIDE SETBACK 20' FRONT SETBACK Alicia Davis Architect PC 970.209.6304 PO Box 4774 Eagle, CO 81631 davis-architecture.com DateREVISIONSEXTERIORALTERATION 5/3/2022 8:00:15 AMA1.2 EXISTING & PROPOSED SITE PLANSGORDON RESIDENCE- REMODELVAIL, COLORADO 8165704.15.2022 1050 HOMESTAKE CIRCLEVAIL VILLAGE FILING 8, BLOCK 1, LOT 5No.DescriptionDate1" = 10'-0"1 SITE PLAN EXISTING 1/8" = 1'-0"2 SITE PLAN PROPOSED July 5, 2022 - Page 342 of 885 DWDWProject North BEDROOM 2 BEDROOM 3 BEDROOM 4 / OFFICE GARAGE MECHANICAL /BOILER WATER HEATER ENTRY LOWER FRONT PATIO 9'5" CLG CARPET FLR 9'5" CLG CARPET FLR 9'5" CLG WOOD FLR DECK ENTRY • NEW TILE FLOORING GENERAL EXTERIOR NOTES: • PAINT STUCCO • STAIN VERTICAL WOOD AND TRIM • ALL NEW WINDOWS & EXTERIOR DOORS NEW DOUBLE GARAGE DOOR EXISTING WOOD DECKING AT GRADE CLOSET HALL VAULTED CEILING WOOD FLOOR BEDROOM 2 • NEW PATIO DOORS • NEW WINDOWS • PAINT • GEL STAIN INTERIOR WOOD TRIM/DOORS • NEW FLAGSTONE PATIO NEW STONE VENEER NEW STONE VENEER HALL • NEW PATIO DOORS • PAINT • GEL STAIN INTERIOR WOOD TRIM DOORS LAUNDRY • NEW WASHER & DRYER • NEW CABINETS • NEW COUNTERTOP BEDROOM 4 • NEW PATIO DOORS • NEW WINDOWS • PAINT • GEL STAIN INTERIOR WOOD TRIM/DOORS BEDROOM 3 • NEW WINDOWS • PAINT • GEL STAIN INTERIOR WOOD TRIM/DOORS BATH 3 6'11" CLG BATH 4 6'11" CLG BATH 2 LAUNDRY • NEW FLAGSTONE WALK BEDROOM 2 BEDROOM 3 9'5" CEILING BEDROOM 4 / OFFICE 9'5" CEILING GARAGE up up REAR DECK FRONT DECK MECHANICAL /BOILER WATER HEATER ENTRY BATH 3 6'11" CLG CLOSET HALL BATH 4 6'11" CLG LAUNDRY BATH 2 9'5" CLG WOOD FLR EXISTING WOOD DECKING AT GRADE Alicia Davis Architect PC 970.209.6304 PO Box 4774 Eagle, CO 81631 davis-architecture.com DateREVISIONSEXTERIORALTERATION 4/15/2022 1:24:30 PMA2.1 FIRST LEVEL REMODEL PLANGORDON RESIDENCE- REMODELVAIL, COLORADO 8165704.15.2022 1050 HOMESTAKE CIRCLEVAIL VILLAGE FILING 8, BLOCK 1, LOT 51/4" = 1'-0"1 FIRST LEVEL PLAN remodel 3/16" = 1'-0"2 FIRST LEVEL PLAN existing No.DescriptionDateJuly 5, 2022 - Page 343 of 885 DN DN DN DN Project North CLOSET BATH POWDER ROOM NO CHANGE KITCHEN • NEW LAYOUT -ELIMINATE WING WALLS • NEW CABINETS, COUNTERTOPS, APPLIANCES, PLUMBING, AND TILE BACKSPLASH • NEW PAINT • MATCH EXISTING FLOOR WHERE NEEDED DW 36" FRIDGE/FREEZER 36" GAS COOKTOPREAR DECK • NEW METAL RAILING WITH WOOD NEWEL POSTS • NEW COMPOSITE DECKING • REMOVE EXISTING AWNING • EXTEND DECK OUT 6'0" +/- EXISTING BUILT INS DN EXISTING WOOD FIREPLACE Replace with gas log set (tbd) and new stone surround 8' - 1" 10' - 7" DN LIVING ROOM • NEW WINDOWS • NEW STONE VENEER AT FIREPLACE • NEW GAS LOG SET OR INSERT • NEW PAINT -GEL STAIN TRIM/WOOD • NEW PATIO DOORS AND TRANSOMS • HARD WIRED ROLLER SHADES • PATCH FLOOR WHERE NEEDED (REMOVE SPEAKERS) HALL CLOSET LIVING ROOM PRIMARY BEDROOM KITCHEN • NEW SLIDER PATIO DOORS WITH SCREENS • HARD WIRED ROLLER SHADES VAULTED CEILING WOOD FLOOR VAULTED CEILING WOOD FLOOR VAULTED CEILING WOOD FLOOR VAULTED CEILING CARPET FLOOR PRIMARY BEDROOM • REMOVE DECK AND PATIO DOORS • NEW WINDOWS • NEW DOORS AND JULIETTE RAILING • NEW PAINT / GEL STAIN DOORS, TRIM & WOOD • NEW HARD WIRED ROLLER SHADES GENERAL EXTERIOR NOTES: • PAINT STUCCO • STAIN VERTICAL WOOD AND TRIM • ALL NEW WINDOWS & EXTERIOR DOORS FRONT DECK • RE-BUILD -WATERPROOF -TREX STYLE DECKING • NEW LIGHT FIXTURES • NEW METAL RAILING WITH WOOD NEWEL POSTS 3' - 6"6' - 6"3' - 8 11/16"DBL OVEN SPEED/MICRO 4' - 0 9/16"4' - 6"7' - 4 1/8"CLOSET PRIMARY BATH PRIMARY BEDROOM Vaulted Ceiling DN stepREAR DECK LIVING ROOM Vaulted Ceiling -Wood Floor DW REF POWDER KITCHEN Vaulted Ceiling -Wood Floor DINING Vaulted Ceiling -Wood Floor CABINET EXISTING WOOD FIREPLACE FRONT DECK Alicia Davis Architect PC 970.209.6304 PO Box 4774 Eagle, CO 81631 davis-architecture.com DateREVISIONSEXTERIORALTERATION 4/15/2022 3:41:30 PMA2.2 SECOND LEVEL REMODEL PLANGORDON RESIDENCE- REMODELVAIL, COLORADO 8165704.15.2022 1050 HOMESTAKE CIRCLEVAIL VILLAGE FILING 8, BLOCK 1, LOT 51/4" = 1'-0"1 SECOND LEVEL PLAN remodel 3/16" = 1'-0"2 SECOND LEVEL PLAN existing No.DescriptionDateJuly 5, 2022 - Page 344 of 885 DN 5:12 5:12 5:125:125:125:125:125:12 5:12 4' - 0"5:125:12 5:12 5:12 5:125:125:125:12 5:12 4:12 ENTRY ROOF • REFRAME ROOF 4:12 • METAL STANDING SEAM -BRONZE • KEEP EXISTING SUPPORTS • NO CHANGE IN SIZE5:125:12 4' - 0"Alicia Davis Architect PC 970.209.6304 PO Box 4774 Eagle, CO 81631 davis-architecture.com DateREVISIONSEXTERIORALTERATION 5/2/2022 10:40:13 PMA2.3 EXISTING & REMODEL ROOF PLANGORDON RESIDENCE- REMODELVAIL, COLORADO 8165704.15.2022 1050 HOMESTAKE CIRCLEVAIL VILLAGE FILING 8, BLOCK 1, LOT 53/16" = 1'-0"1 ROOF PLAN existing 1/4" = 1'-0"2 ROOF PLAN remodel No.DescriptionDate1Revision 1Date 1July 5, 2022 - Page 345 of 885 SECOND LEVEL 10' -7" FIRST LEVEL 0" GARAGE / ENTRY -2' -11" LIVING ROOM 8' -1" SECOND LEVEL 10' -7" FIRST LEVEL 0" GARAGE / ENTRY -2' -11" LIVING ROOM 8' -1" SECOND LEVEL 10' -7" FIRST LEVEL 0" GARAGE / ENTRY -2' -11" LIVING ROOM 8' -1" SECOND LEVEL 10' -7" FIRST LEVEL 0" GARAGE / ENTRY -2' -11" LIVING ROOM 8' -1" Alicia Davis Architect PC 970.209.6304 PO Box 4774 Eagle, CO 81631 davis-architecture.com DateREVISIONSEXTERIORALTERATION 4/15/2022 3:43:59 PMA3.0 EXISTING ELEVATIONSGORDON RESIDENCE- REMODELVAIL, COLORADO 8165704.15.2022 1050 HOMESTAKE CIRCLEVAIL VILLAGE FILING 8, BLOCK 1, LOT 53/16" = 1'-0"1 RIGHT ELEVATION existing 3/16" = 1'-0"3 REAR ELEVATION existing 3/16" = 1'-0"4 LEFT ELEVATION existing 3/16" = 1'-0"2 FRONT ELEVATION existing No.DescriptionDateJuly 5, 2022 - Page 346 of 885 SECOND LEVEL 10' -7" FIRST LEVEL 0" GARAGE / ENTRY -2' -11" LIVING ROOM 8' -1" NEW STONE VENEER NEW DOUBLE, WOOD GARAGE DOOR 18' x 8' NEW STEEL RAILING -COLOR: DARK BRONZE WITH WOOD NEWEL POSTS NEW TIMBER CORBELS AT DECK OVERHANG TIMBER HEADER, TYP AT STONE VENEER GENERAL EXTERIOR NOTES: • PAINT STUCCO • STAIN VERTICAL WOOD AND TRIM • ALL NEW WINDOWS & EXTERIOR DOORS NEW STONE VENEER NEW STEEL RAILING -COLOR: DARK BRONZE WITH WOOD NEWEL POSTS NEW SOLID WOOD FRONT DOOR RE-FRAME ROOF, 4:12 PITCH, METAL STANDING SEAM NEW TRANSOMS 48" X 30" HDR @ 12'0" NEW CENTER SLIDING 4 PANEL PATIO DOORS 16'0" X 9'0" NEW 8" X 12" LOOKOUTS SECOND LEVEL 10' -7" FIRST LEVEL 0" GARAGE / ENTRY -2' -11" LIVING ROOM 8' -1" GENERAL EXTERIOR NOTES: • PAINT STUCCO • STAIN VERTICAL WOOD AND TRIM • ALL NEW WINDOWS & EXTERIOR DOORS NEW STEEL RAILING - COLOR: DARK BRONZE WITH WOOD NEWEL POSTS NEW STONE VENEER NEW STEEL RAILING - COLOR: DARK BRONZE WITH WOOD NEWEL POSTS SECOND LEVEL 10' -7" FIRST LEVEL 0" GARAGE / ENTRY -2' -11" LIVING ROOM 8' -1" Alicia Davis Architect PC 970.209.6304 PO Box 4774 Eagle, CO 81631 davis-architecture.com DateREVISIONSEXTERIORALTERATION 4/15/2022 3:46:30 PMA3.1 FRONT & RIGHT ELEVATIONSGORDON RESIDENCE- REMODELVAIL, COLORADO 8165704.15.2022 1050 HOMESTAKE CIRCLEVAIL VILLAGE FILING 8, BLOCK 1, LOT 51/4" = 1'-0"1 FRONT ELEVATION remodel 1/4" = 1'-0"2 RIGHT ELEVATION remodel No.DescriptionDate1/4" = 1'-0"3 BEDROOM FRONT ELEVATION remodel July 5, 2022 - Page 347 of 885 SECOND LEVEL 10' -7" FIRST LEVEL 0" GARAGE / ENTRY -2' -11" LIVING ROOM 8' -1" GENERAL EXTERIOR NOTES: • PAINT STUCCO • STAIN VERTICAL WOOD AND TRIM • ALL NEW WINDOWS & EXTERIOR DOORS NEW STEEL RAILING - COLOR: DARK BRONZE WITH WOOD NEWEL POSTS NEW STONE VENEER KEEP EXITING LIGHT FIXTURES SECOND LEVEL 10' -7" FIRST LEVEL 0" GARAGE / ENTRY -2' -11" LIVING ROOM 8' -1" NEW STONE VENEER GENERAL EXTERIOR NOTES: • PAINT STUCCO • STAIN VERTICAL WOOD AND TRIM • ALL NEW WINDOWS & EXTERIOR DOORSEXTEND DECK 6'0" +/- NEW STEEL RAILING - COLOR: DARK BRONZE WITH WOOD NEWEL POSTS NEW TIMBER CORBELS AT DECK OVERHANG NEW STEEL RAILING - COLOR: DARK BRONZE WITH WOOD NEWEL POSTS WINDOW NOTES: 1. ALL WINDOWS SHALL BE DOUBLE-PANED ALUM. CLAD UNLESS OTHERWISE NOTED. 2. U-VALUE OF .30 MAXIMUM (SEE INSULATION SUMMARY). 3. ALL WINDOWS TO RECEIVE LOW-E TREATMENT. 4. ALL SIZES SHOWN ARE NOMINAL. CONTRACTOR TO VERIFY ROUGH- OPENING SIZES WITH CHOSEN WINDOW MANUFACTURER. 5. WINDOWS MUST DISPLAY MANUFACTURER SPECS INCLUDING R-VALUES PRIOR TO INSPECTIONS. 6. LOW AWNING WINDOWS SHALL RECEIVE MANUFACTURERS' OPENING LIMITER AS REQUIREED BY BUILDING CODE 7. CONTRACTOR AND WINDOW SUPPLIER TO CONFIRM ALL LOCATIONS OF TEMPERED GLASS AND PROVIDE ACCORDINGLY. 8. ALL SLIDING AND HINGED PATIO DOORS ARE TO BE PROVIDED BY THE WINDOW MANUFACTURE. DOORS THAT ARE TALLER THAN WINDOW MANUFACTURER PRODUCES MAY BE PROVIDED BY ANOTHER MANUFACTURER, BUT FINISHES SHALL BE THE SAME AS TYPICAL. Alicia Davis Architect PC 970.209.6304 PO Box 4774 Eagle, CO 81631 davis-architecture.com DateREVISIONSEXTERIORALTERATION 4/15/2022 3:49:23 PMA3.2 REAR & RIGHT ELEVATIONSGORDON RESIDENCE- REMODELVAIL, COLORADO 8165704.15.2022 1050 HOMESTAKE CIRCLEVAIL VILLAGE FILING 8, BLOCK 1, LOT 51/4" = 1'-0"1 REAR ELEVATION remodel 1/4" = 1'-0"2 LEFT ELEVATION remodel No.DescriptionDate12" = 1'-0" WINDOW SCHEDULE NOTES WINDOW SCHEDULE Mark Type Mark Family Width Height Head Height Comments 85 ZZZZ FIXED PICTURE 4' - 0" 2' - 5 1/8" 13' - 0" 87 ZZZZ FIXED PICTURE 4' - 0" 2' - 5 1/8" 13' - 0" 105 ZZZZ FIXED PICTURE 4' - 0" 2' - 5 1/8" 13' - 0" 106 ZZZZ FIXED PICTURE 4' - 0" 2' - 5 1/8" 13' - 0" 117 FF CASEMENT 2' - 6" 5' - 0" 8' - 6" 119 PPP FIXED PICTURE 5' - 0" 5' - 0" 8' - 6" 120 FF CASEMENT 2' - 6" 5' - 0" 8' - 6" 163 OOOOOO O FIXED PICTURE 2' - 9" 8' - 7 1/8" 10' - 7 1/8" 170 ZZZZZZZ FIXED PICTURE 6' - 0" 4' - 11 1/8" 8' - 7 1/8" 176 MM CASEMENT 3' - 0" 5' - 0" 8' - 8" 201 OOOOOO O FIXED PICTURE 2' - 9" 8' - 7 1/8" 12' - 0" 202 OOOOOO O FIXED PICTURE 2' - 9" 8' - 7 1/8" 12' - 0" 203 GGGG CASEMENT 2' - 9" 3' - 11 1/8" 8' - 0" 204 OOOOOO O FIXED PICTURE 2' - 9" 8' - 7 1/8" 10' - 7 1/8" 2 EE CASEMENT 2' - 6" 4' - 6" 8' - 0" 3 LL CASEMENT 3' - 0" 4' - 6" 8' - 0" 4 LL CASEMENT 3' - 0" 4' - 6" 8' - 0" 26 AAAAAAA A FIXED PICTURE 5' - 6" 8' - 7 1/8" 10' - 7 1/8" July 5, 2022 - Page 348 of 885 Alicia Davis Architect PC 970.209.6304 PO Box 4774 Eagle, CO 81631 davis-architecture.com DateREVISIONSEXTERIORALTERATION 4/15/2022 3:50:11 PMA3.3 3d before and afterGORDON RESIDENCE- REMODELVAIL, COLORADO 8165704.15.2022 1050 HOMESTAKE CIRCLEVAIL VILLAGE FILING 8, BLOCK 1, LOT 52 3D proposed 1 3D existing No.DescriptionDateJuly 5, 2022 - Page 349 of 885 82 4 5 82 4 0 39 41 41 42 42 41 43 43 44 44 82 4 5 46 46 47 46 10' Easement Property Line Woo d Fe nce Property LineExisting Residence Foyer Garage FFE 8240.6' FFE 8244.5' Deck Lot 4 Lot 6 Lot 6 Lot 7 Lot 4 Paver Drive Homestake CirclePaver Walk Bedroom 2 Back Deck FFE 8244.5' 2nd Le v e l D e ck Bedroom 4/Office Bedroom 3 Asphalt Drive FFE 8243.1' Address Marker Light Pole Concrete Pan Concrete Pan AC Pad Property Li ne P.O. Box 1871 Avon Colorado 81620(970) 390-6550 ric@fieldscape.netc Issue Date Sheet: Of: five L-1Existing Conditions PlanThe Gordon ResidenceLot 5, Block 1, Vail Village Filing 8,1050 Homestake Circle, Vail, Eagle County, ColoradoCopyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric FieldsExisting Conditions Plan 1"=10'-0" North 1"=10'-0" Owner Jan. 25, '22 Owner Mar. 2, '22 T.O.V.Mar. 14, '22 T.O.V.Mar. 29, '22 T.O.V.Apr. 13, '22 July 5, 2022 - Page 350 of 885 Symbol Key 12.5' (80.5) Existing Evergreen Tree to remain Deciduous Tree to Remain Tree or Shrub to be Removed Existing contour Proposed contour Offset for fire protection Proposed boulder wall (see Site Plan) Existing Spot Elevation (see Survey) Proposed Spot Elevation Downhill direction of concentrated surface drainage Heated Drivway Paving 82 4 5 82 4 0 39 414142 42 41 4 3 4 446 Property Line Existing Residence Foyer Garage FFE 8240.6' FFE 8244.5' Lot 7 Lot 4 Heated Paver Drive H o m e s t a k e Ci rcleBedroom 2 Back Patio FFE 8244.5' Bedroom 4/Office Boulder Retaining: Provide blocky boulders to retain uphill soil to create positive drainage from the house. Existing deciduous trees to Remain Remove Existing Cottonwood: replace it with native shrubs to create vegetative privacy at the ground level. Stone Patio/Entry Walk Native Grasses 444544.0' 45.5' (44.5') 44.2'43424544 Remove Fence Remove Fence Driveway Paving: Precast concrete pavers on a concrete slab with snowmelt with a perimeter colored concrete banding. Maintain or re-build the concrete drainage channel with an extension as shown. Road offset: provide a separate snowmelt zone per Town Code Stepping Stones: Colorado Buff stepping stones on a sand base in a random pattern and 12" gap between pavers Snow Storage 63 s.f. Snow Storage 162 s.f. 3'-4" 44.0' 45.0' 44.0' 45.0' 4' wide concrete pan with a 2" invert and no heat 43.85'44.0' Stone Patio (unheated) 40.1' 40.1' 2%414 2 42.3' 40.7' 41 4 3 Culvert: 4" PVC culvert below walk as shown to daylight. Provide inlet at front walk 8 2 4 0 40.5' 41.3' B.O.W. B.O.W. T.O.W. 44.0' T.O.W. 43.9' T.O.W. 44.0' 42.8' B.O.W. B.O.W. T.O.W. T.O.W. T.O.W. B.O.W. B.O.W. Remove Fence 44 43 4 4 46 47Property Line Property LineLot 6 Bedroom 3 Boulder Retaining: Provide blocky boulders to retain uphill soil to create positive drainage from the house. Optional Stone Patio: Replace with wood on-grade deck with a stone patio at the same elevation. Slope away as shown. Plant above and below the retaining wall to create a visual screen to the house on Lot 7.454544 Line of existing Deck P.O. Box 1871 Avon Colorado 81620(970) 390-6550 ric@fieldscape.netc Issue Date Sheet: Of: five L-2 Copyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields Site Plan 3 16"=1'-0" North Owner Mar. 2, '22 Site PlanThe Gordon ResidenceLot 5, Block 1, Vail Village Filing 8,1050 Homestake Circle, Vail, Eagle County, ColoradoT.O.V.Mar. 14, '22 T.O.V.Mar. 29, '22 T.O.V.Apr. 13, '22 July 5, 2022 - Page 351 of 885 HH H 8 2 4 5 8 2 4 0 8 2 4 5 Property Line Property LineProperty LineExisting Residence Foyer Garage Lot 4 Lot 6 Lot 6 Heated Paver Drive H o m e s t a k e Ci rcleBedroom 2 Back Patio Bedroom 4/Office Bedroom 3 Existing deciduous trees to Remain Native Grasses Native Grasses Stone Patio/Entry Walk Mulch Bed Native Grasses (44.5') S S S SS S H H BRD BRD WR H WR WR WRWR BRD BRD BRD 3'-4" Stone Patio (unheated) 8 2 4 0 P.O. Box 1871 Avon Colorado 81620(970) 390-6550 ric@fieldscape.netc Issue Date Sheet: Of: five L-3 Copyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields Planting Plan 3 16"=1'-0" North 1"=10'-0" Owner Mar. 2, '22 Planting PlanThe Gordon ResidenceLot 5, Block 1, Vail Village Filing 8,1050 Homestake Circle, Vail, Eagle County, ColoradoT.O.V.Mar. 14, '22 T.O.V.Mar. 29, '22 T.O.V.Apr. 13, '22 July 5, 2022 - Page 352 of 885 Precast Concrete Pavers on a concrete slab. Thickness to be determined by an Engineer. Color and pattern to be determined. Colored concrete curb for all paving areas not adjacent to a building or other permanent structure that reinforces the paved area. Score joints as required. Color to be determined by Owner. Precast Concrete perimeter Pavers in soldier pattern. Auto Court Paving Detail Planting Area (see Landscape Plan) 4" Crushed gravel base, 95% compaction. 2" Sand base course Fill joints with polymetric joint stabilizing sad. Refill as necessary as walkway settles. 3" thick Stone paving: see Plans for material, color, and pattern. Filter Fabric 1/3 Ht. 2/3 Ht. Compacted Subgrade Roadbase Finish Grade 3-5' Granite River boulder (see Plan for type) to be placed at the direction of the Landscape Architect. See Plan for location. Compacted Subgrade Random Boulder: Place Granite River boulders in a random pattern (See Plan for placement and size). Coordinate with Landscape Architect. Finish Grade 2/3 1/3 2-21 2" thick Buff Sandstone pavers, 24" diameter min. (see Plan for layout) Expansive joint material 3" Sand Setting Bed Filter Fabric Compacted Subgrade (see Soils Report) Stone Patio Stone paving beyond6"(Typ.)12"-16" Tread 4"12" Top Tread Sandstone landing and patio stone (see Plan for layout and color) Sandstone steps (see Plan for layout, color and width). Compact Subgrade to 95% S.P.D. prior to placing each successive step. Filter Fabric Compacted Road Base Landscape Boulders (see Plan) (Typ.)(Typ.) 3" profile for stone and sand3"3" profile for stone and sand Paving (see Plan) Native Grass Mix to Match Existing Grasses All Disturbed Areas Native Yellow Potentilla Native Groundcover Saskatoon Serviceberry Redtwig Dogwood 560 s.f. 8 6 5 Potentilla fruticosa #10 #10 Native Pink Rose 7Rosa woodsiiWR H S G r a s s e s G r o u n d c o v e r s a n d 6 Amelanchier alnifolia #5 #5 Cornus stolonifera 'Baileyi' Twinberry Honeysuckle Lonicera involucrata #5 Quaking Aspen 1 2" Cal. 1 2 1/2" Cal. 1 3" Cal. Common Name Scientific Name CountSizeSymbol T r e e sPopulus tremuloides BRD Plant Schedule S h r u b sComposted Bark Mulch 3" dia. minimum Miniature Mugo Pine 1 #10 Slowmound Mugo Pine 1 #10SM Pinus mugo 'Mops' Pinus mugo 'Slowmound'P.O. Box 1871 Avon Colorado 81620(970) 390-6550 ric@fieldscape.netc Issue Date Sheet: Of: five L-4 Copyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields Concrete Drive Paving Detail 1/4"=1'-0"403 Stone Paving Detail N.T.S.405 Stone Step Detail 1 2"=1'-0"401 Random Boulder Detail N.T.S.402 Boulder at Patio Edge Detail N.T.S.404 Owner Mar. 2, '22 Site DetailsThe Gordon ResidenceLot 5, Block 1, Vail Village Filing 8,1050 Homestake Circle, Vail, Eagle County, ColoradoT.O.V.Mar. 14, '22 T.O.V.Mar. 29, '22 T.O.V.Apr. 13, '22 July 5, 2022 - Page 353 of 885 VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DAT E: 5/18/2022 ITEM/TOPIC: DRB22-0136 - Eagle River Water & Sanitation ATTACHMENTS: File Name Description DRB22-0136_ERW SD_Plan_Set.pdf Plan Set DRB22-0136_ERW SD_Supporting_documents.pdf Supporting docs July 5, 2022 - Page 354 of 885 © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom PROJECT LOCATION846 FOREST ROADVAIL, CO. 81657DRAWINGS FORBLACK & VEATCHPROJECT NO. 40746530% PRELIMINARY DRAWINGSVWWTF MASTER PLANIMPROVEMENTS PHASE ID50012 VICINITY MAPSCALE: 1" = 500'PRELIMINARY - NOT FOR CONSTRUCTIONSANITATION DISTRICTINDEX OF DRAWINGSSHTDWG #DRAWING TITLEGENERALG-00COVER SHEET17A-02SCHEDULES & DETAILS 118A-03SCHEDULES & DETAILS 2STRUCTURAL19S-01GENERAL NOTES20S-02AERATION BASIN PLAN21S-03AERATION BASIN SECTIONS & DETAILS22S-04SECONDARY CLARIFIER PLAN23S-05SECONDARY CLARIFIER SECTIONS & DETAILS24S-06ENGINE-GENERATOR PAD & DETAILS25S-07RETAINING WALL DETAILS26S-08DETAILS 127S-09DETAILS 2MECHANICAL28M-01HEADWORKS PLAN & SECTIONS29M-02UV SYSTEM PLAN30M-03UV SYSTEM SECTIONS31M-04AERATION BASIN PLAN & SECTIONS32M-05SCHEDULES & SEQUENCE OF OPERATIONSELECTRICAL33E-01LEGENDS34E-02ABBREVIATIONS & NOTES35E-03POWER DISTRIBUTION FUNCTIONAL DIAGRAM36E-04SITE PLAN37E-05POWER PLAN - SEWER BYPASS38E-06POWER PLAN - GENERATOR AREA39E-07POWER PLAN - AERATION BASIN40E-08POWER PLAN - UV DISINFECTION41E-09ONE-LINE DIAGRAMS 142E-10ONE-LINE DIAGRAMS 243E-11SCHEMATICS44E-12DETAILS 145E-13DETAILS 2INSTRUMENTATION46I-01LEGEND & ABBREVIATIONS 147I-02LEGEND & ABBREVIATIONS 248I-03LEGEND & ABBREVIATIONS 349I-04P&ID - HEADWORKS AND SEWER BYPASS50I-05P&ID - UV DISINFECTION51I-06P&ID - EMERGENCY ENGINE-GENERATOR52I-07P&ID - AERATION BASINS53I-08INSTRUMENT INSTALLATION DETAILS54I-09NETWORK CONTROL BLOCK DIAGRAMJANUARY 2022CIVILC-01LEGENDS & GENERAL NOTESC-02SITE PLANC-0313STRUCTURE PLAN & SLANDSCAPE PLAN&EAGLE RIVER WATER ELECTRICALC-04 FLOW CONTROL S SURVEY PLANSTRUCTURALE-04SITE PLANC- DETAILS 1S- ENGINE-GENERATOR PAD S- ENGINE-GENERATOR PAD S- RETAINING WALL PROJECT DESCRIPTION:The project is required to provide redundancy, process and safety improvements for criticalinfrastructure at the Vail Waste Water Treatment Facility (VWWTF). The project is being deliveredusing a Construction Manager at risk (CMAR) and will include phased work over several years. Thework included in Phase I (Generator and Automatic Transfer Switch (ATS) Early Work Package)includes site work and landscaping improvements on the west side of the facility. The project doesNOT include any expansion of the facility. The first phase of work includes: 1. New generator to provide emergency standby power to critical process infrastructure. 2. Relocation of existing transformer for safety and National Electric Code (NEC) compliance.3. Automatic Transfer Switch with a disconnect switch as part of the standby power system and forsafety and NEC compliance.4. Enhancing area with plantings and mulching. 5. Upgrade parking lot lighting to LED and dark sky compliant lighting. 6. Retaining walls and equipment pad for generator and transformer area. Retaining walls toinclude similar finish/color as existing facility secondary clarifier walls. 7. Provide picnic table pad(s).TOWN OF VAILDESIGN REVIEW BOARD SUBMITTALMINOR EXTERIOR ALTERATIONAPRIL 20, 2022OWNER:ERWSD846 FOREST RDVAIL, CO. 81657CONTACT: MELISSA MARTS, P.E.PROJECT MANAGERP: (970) 477-5470MMARTS@ERWSD.ORGENGINEER:BLACK & VEATCH4600 S SYRACUSE ST. SUITE 800DENVER, CO 80237CONTACT: ROB STATON P.E.(PROJECT ENGINEERING MANAGER)P: (720) 834-4318EMAIL: statonrw@bv.com00-011-011031-02021-01021-01031-02POWER DISTRIBUTION FUNCTIONAL DIAGRAMJuly 5, 2022 - Page 355 of 885 CB326CE/LE/LR/WPLPE/LTE/LTE(G)(W)(WM)(GM)10"4"S/LUE/LGWSURFACED STREET, ROAD OR DRIVESURFACED STREET, ROAD OR DRIVE WITH CURBSCATCH BASINSEWER OR STORMDRAIN MANHOLEDRAINAGE COURSE OR FLOW LINEEXISTING GRADE CONTOURFINISHED GRADE CONTOURBANK OR SLOPE LINESBORE HOLE OR TEST HOLE AND NUMBERSURVEY LINE WITH PI, PT, OR POTCONCRETE ENCASEMENT - PLAN VIEWCULVERTNEW PIPINGNEW PIPING IN PROFILECONSTRUCTION EASEMENT LINEEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINEPERMANENT EASEMENT LINETEMPORARY EASEMENT LINEUTILITY EASEMENT LINESURVEY LINESECTION LINEWATER LINEGAS LINETELEPHONE (UNDERGROUND)ELECTRICAL (UNDERGROUND)ELECTRICAL (OVERHEAD)WATER OR GAS VALVEWATER OR GAS METERUTILITY POLE WITH GUY ANCHORFIRE HYDRANTYARD HYDRANTSTREET LIGHT POLEHEDGE, BRUSH, SHRUBS, WOODSDECIDUOUS TREE AND TRUNK DIAMETERCONIFEROUS TREE AND TRUNK DIAMETERSWAMPBAR GRATING (LINES IN DIRECTION OF SPAN)CHECKERED PLATERIPRAPCONCRETEAC PAVEMENTGRANULAR FILL (CRUSHED ROCK OR GRAVEL)EARTH OR GRADETO BE DEMOLISHEDCENTERLINEFENCEFUTURE BUILDINGS, STRUCTURESSTRUCTURES UNDERGROUNDBUILDINGS, STRUCTURESY326WHEELCHAIR ACCESSIBILITYMARKER1.HORIZONTAL CONTROL: COORDINATES ARE BASED ON PENDING SURVEY. COORDINATES ON STRUCTURES DEPICT THE EXTERIOR FACE OF THE CONCRETESUBSTRUCTURE FOUNDATION WALL OR FOOTING WALL.2.VERTICAL CONTROL: ELEVATIONS ARE BASED ON NAD88. BENCHMARKS AND/OR STRUCTURE ELEVATIONS FROM EXISTING SURVEYS OR REFERENCE DRAWINGSMAY RESULT IN VARIANCES WITH ELEVATIONS INDICATED ON THE DRAWINGS FOR EXISTING FACILITIES OF +5.01 FEET. PROJECT BENCHMARK: HARN CONTROLPOINT "SPRADDLE" ELEVATION= 8287.82' (NAVD 88)3.THE PROJECTED 100 YEAR FLOOD ELEVATION VARIES AND IS IDENTIFIED ON THE SITE PLAN.4.EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, ORMADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACEFACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES ARE NOT INDICATED INARCHITECTURAL ELEVATIONS, PROFILE OR SECTION DRAWINGS. THE ENGINEERING INVESTIGATIONS, LOCATION, AND DESIGNATION OF SUBSURFACE UTILITIESINDICATED IN THESE CONTRACT DOCUMENTS HAS BEEN PERFORMED TO QUALITY LEVEL C IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRINCIPLESAND PRACTICES AS OUTLINED IN ASCE STANDARD AND GUIDELINE BULLETIN CI/ASCE 38-02 UNLESS OTHERWISE DESIGNATED. WHERE SUCH ACTIVITIES HAVE BEENPERFORMED TO A HIGHER LEVEL OF QUALITY, THE HIGHER QUALITY LEVEL FOR THE AFFECTED AREAS IS INDICATED IN THE CONTRACT DOCUMENTS.5.“SCREENED” (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES. “SCREENED” INFORMATION WAS TAKEN FROM EXISTINGCONSTRUCTION DRAWINGS AND DATA AND SURVEYS, IS FOR REFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE ORDERING OFMATERIALS AND BEGINNING OF CONSTRUCTION. “BOLD” DELINEATION IS NEW WORK TO BE CONSTRUCTED UNDER THIS CONTRACT.6.CONTRACTOR’S STAGING, PARKING AND MATERIAL STORAGE SHALL BE LIMITED TO THE SPACE(S) DESIGNATED ON THE DRAWINGS. PROVIDING ADDITIONALSTORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.7.CALL BEFORE YOU DIG (811). CONTRACTOR SHALL DETERMINE ACCURATE LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STRUCTURES, WHETHER INDICATEDON THE DRAWINGS OR NOT, IN THE FIELD IN ADVANCE OF EXCAVATING, BY CONTACTING ALL UTILITIES AND OTHER AGENCIES, AND BY PROSPECTING. CONTRACTORSHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION, RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. IFREQUIRED AFTER FIELD LOCATION AND VERIFICATION, CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO DETERMINE ANY NECESSARY MODIFICATIONS TOTHE DESIGN OF NEW WORK.8.BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS AND METHODS TOACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEW WORK.9.CONTRACTOR SHALL COMPLY WITH THE GOVERNING AGENCY NPDES CONSTRUCTION REQUIREMENTS, AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURESOR PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY ENGINEER. SPECIAL CONSTRUCTIONREQUIREMENTS, TEMPORARY PROTECTIVE FENCING OR BARRICADES, SHEETING, SHORING, EROSION PROTECTION, AND SURFACE RESTORATION AT CERTAINLOCATIONS ARE INDICATED ON THE DRAWINGS AND SPECIFIED TO BRING THE CONTRACTOR’S ATTENTION TO SENSITIVE AREAS.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER AND SURVEYING CONTROL MARKERS AND MONUMENTS.MONUMENTS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF COLORADO.11.THE LOCATION OF BORINGS, AND TEST HOLES INDICATED ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FORACTUAL BORINGS AND TEST HOLE LOCATIONS AND THE FINDINGS OF THE GEOTECHNICAL INVESTIGATIONS.12.CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS, UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND GUTTER AT A UNIFORM GRADE BETWEEN ELEVATIONS DEPICTED ON THEDRAWINGS.14.FOR ALL SITE GRADING, SMOOTH PARABOLIC TRANSITIONS SHALL BE MADE BETWEEN CHANGES IN SLOPE, UNLESS NOTED OTHERWISE IN THE DRAWINGS.PARABOLIC ROUNDING SHALL APPLY TO ALL CUT AND FILL SECTIONS.15.FINISHED GRADE ELEVATION AT THE BUILDING FACE, WHERE NOT ADJACENT TO PAVEMENT, SHALL BE APPROXIMATELY 6 INCHES BELOW FINISHED FLOORELEVATION UNLESS OTHERWISE NOTED. FINISHED GRADE ELEVATION ADJACENT TO BASINS SHALL BE APPROXIMATE AS INDICATED BY CONTOURS, OR ASREQUIRED TO MEET STAIR LANDINGS.16.THE CONTRACTOR’S CONSTRUCTION OPERATIONS SHALL CONFORM TO FEDERAL, STATE, AND LOCAL AGENCY SAFETY AND HEALTH RULES AND REGULATIONS FOREXCAVATION AND TRENCHING, CONFINED SPACE ENTRY, WORK IN HAZARDOUS LOCATIONS, WORK AT HEIGHTS, AIR QUALITY CONTROL, NOISE CONTROL, TRAFFICCONTROL, AND ANY OTHER POTENTIALLY HAZARDOUS CONDITIONS.17.ALL PRESSURIZED OR SURCHARGED PIPELINES, PIPE FITTINGS, COUPLINGS, JOINTS, EXPANSION JOINTS, TANK CONNECTIONS, AND CHANNEL CONNECTIONS SHALLBE PROVIDED WITH THRUST RESTRAINT BASED ON SPECIFIED PRESSURES AND TEMPERATURES.18.THE DRAWINGS INDICATE TYPES OF PIPE SUPPORT SYSTEMS AT VARIOUS LOCATIONS. HOWEVER, All PIPE SUPPORTS, HANGERS, BRACKETS, INSERTS OR BRACESARE NOT SHOWN. CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND PROVIDE A COMPLETE SUPPORT SYSTEM AS REQUIRED.19.THE TERM “PROPOSED” AS INDICATED ON THE DRAWINGS MEANS THE ITEM IS DESIGNED OR PLANNED TO BE PROVIDED BY OWNER OR OTHERS SEPARATE FROMTHIS CONTRACT. THE TERM “FUTURE” AS INDICATED ON THE DRAWINGS REFERS TO THE ENGINEER’S INTERPRETATION OF THE ITEM FOR THE FUTURE, BASED ONAVAILABLE INFORMATION.20.THE EXISTING PROCESS FACILITIES SHALL REMAIN IN OPERATION CONTINUOUSLY THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. INDIVIDUALPROCESS FACILITIES CAN BE TAKEN OUT OF SERVICE FOR LIMITED PERIODS OF TIME TO FACILITATE CONSTRUCTION AS SPECIFIED IN THE CONTRACT DOCUMENTS.21.STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALT DRIVES AND WALKWAYS, PAVING BRICKS, FENCING, RETAINING WALLS, ETC., CROSSED BYPIPELINES ARE NOT ALL INDICATED IN PROFILE. CONTRACTOR SHALL RESTORE ANY EXISTING STRUCTURES THAT ARE DISTURBED, DAMAGED, OR REMOVED BYCONSTRUCTION.22.CONTRACTOR SHALL REPLACE EXISTING PIPE CULVERTS THAT ARE REMOVED TO INSTALL NEW PIPELINES WITH NEW PIPE CULVERTS OF THE SAME SIZE, MATERIALAND CONSTRUCTION AT THE SAME LOCATION AND INVERT ELEVATION AS THOSE THAT WERE REMOVED, AND SHAPE THE DITCH TO DRAIN WITH THE REPLACEDCULVERT. CONTRACTOR SHALL PROVIDE ANY TEMPORARY CULVERTS THAT MAY BE REQUIRED FOR CONTRACTOR’S OPERATIONS. CONTRACTOR SHALLCOORDINATE REMOVAL AND REPLACEMENT OF ANY CULVERTS WITHIN PUBLIC RIGHT-OF-WAY WITH THE REGULATING AGENCY.23.HORIZONTAL STATIONING ALONG PIPELINE ALIGNMENTS IS A HORIZONTAL MEASUREMENT. FOR MEASUREMENT AND PAYMENT FOR PIPELINES, CONTRACTOR SHALLPROVIDE THE ACTUAL PIPE LENGTH DETERMINED ACCOUNTING FOR THE SLOPE OR VERTICAL CURVE ON WHICH PIPELINES ARE INSTALLED.24.REQUIREMENTS OF ERWSD RULES AND REGULATIONS FOR WATER AND WASTEWATER SERVICE SHALL GOVERN.25.PROVIDE A MINIMUM 3.5 FEET COVER FOR ALL PIPELINES, BASED ON FINISHED GRADE. REFER TO NDARDS FORBURY LESS THEN 4.5'.26.AIR RELEASE VALVES AND ISOLATION VALVES SHALL BE INSTALLED BELOW THE LEVEL IDENTIFIED ABOVE FOR REQUIRED MINIMUM COVER.27.CONTRACTOR SHALL DETERMINE ACCURATE LOCATION, ELEVATION, AND ARRANGEMENT OF CONNECTIONS OF NEW PIPELINES WITH EXISTING PIPELINES BASED ONACTUAL CONDITIONS IN THE FIELD, INCLUDING EXPOSING EXISTING PIPING, PRIOR TO FABRICATING NEW PIPING. CONTRACTOR SHALL PROVIDE FITTINGS,ADAPTERS, SOLID SLEEVE CLOSURES, AND HARNESSED MECHANICAL COUPLING; ROTATE FITTINGS; DEFLECT JOINTS; AND MODIFY EXISTING PIPING AS APPLICABLEAND AS REQUIRED TO MAKE CONNECTIONS, INCLUDING ADJUSTMENTS FOR ANY OFFSETS IN CENTERLINE ELEVATIONS BETWEEN PIPELINES. CONTRACTOR SHALLPROVIDE TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS REQUIRED FOR CONTRACTOR’S TESTING AND DISINFECTION WORK BEFORE MAKING CONNECTION,WHERE APPLICABLE. CONTRACTOR SHALL COORDINATE MAKING EACH CONNECTION WITH THE OWNER. REFER TO REQUIREMENTS OF ERWSD RULES ANDREGULATIONS FOR WATER AND WASTEWATER SERVICE, SECTION 4.5.28.PROVIDE BURIED POTABLE WATER PIPELINE HORIZONTAL AND VERTICAL SEPARATION FROM SANITARY SEWER AND OTHER PIPELINES AS REQUIRED BY CDPHERULES AND REGULATIONS AND ERWSD RULES AND REGULATIONS FOR WATER AND WASTEWATER SERVICE.XXTH5B3SSDTOPTOEEXISTING FACILITY LEGEND4562.63SPOT ELEVATIONC-26CURVE NUMBER3:1SLOPE RUN : RISE2+50STATION1.5%PERCENT SLOPE21836" DS6" DS6" DSFUTURE PIPINGEXISTING PIPINGNEW PIPINGDESIGN POINTCENTERLINERAILROAD, EACH TRACKFENCEXXFIRE HYDRANTYARD HYDRANTSTREET LIGHT POLEY4562.6SPOT ELEVATIONSEWER OR STORMDRAIN MANHOLESSDEXISTING PIPINGVALVEETGWS/LUE/LTE/LPE/LPLR/WE/LCE/LTELEPHONE (OVERHEAD)TTOHEOHENEW FACILITY LEGENDPIPING IDENTIFICATION LEGENDGENERAL NOTES1.REFER TO PROCESS MECHANICAL LEGENDS FOR VALVE, PIPE JOINT,AND PIPE FITTING SYMBOLS.2.LEGEND SYMBOLS AND ABBREVIATIONS SHOWN IN THIS DRAWING AREBASED ON A TEMPLATE THAT IS NOT PROJECT SPECIFIC. SOME LEGENDSYMBOLS AND ABBREVIATIONS ARE NOT USED ON THIS SPECIFICPROJECT, BUT ARE SHOWN TO PROVIDE A DICTIONARY FOR SYMBOLSAND ABBREVIATIONS THAT MAY ALSO BE USED DURING THE PROJECTCONSTRUCTION PHASE.LEGENDS NOTES:XXXMECHANICAL EQUIPMENT/VALVETAG, SEE P&ID LEGEND ANDABBREVIATIONSEQUIPMENT & VALVE TAG LEGENDENGINEERED FILLSANDBEDROCKAPPROVED:DESIGNED:DETAILED:CHECKED:DATE:REVISIONS AND RECORD OF ISSUEOFPROJECT NO.:43211/20(SCALE BAR IS 4" AT FULL SCALE)Kansas City, MissouriBlack & Veatch CorporationD11000FILE:PLOTTED:FD11000 C:\PW_WORKING\BVW_AMERICAS\D1301516\407465_C-01.DWG3/24/2022 2:43:31 PM EAGLE RIVERWATER &SANITATIONDISTRICTVAIL WWTF MASTERPLAN IMPROVEMENTSPHASE 1407465PRELIMINARYNOT FORCONSTRUCTION3-28-22----C-0001----CIVILLEGENDS & GENERALNOTESDCBSPSRWS------------ D INSULATION ERWSD INSULATION ST-01-01July 5, 2022 - Page 356 of 885 WERILE.NKEX-UEEX-UEP/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LEX-UEEX-UEEX-UEEX-UEEX-CABLEEX-UEEX-GASEX-GASEX-GASEX-GASEX-UEEX-GASEX-GASEX-GASEX-TEX-TEX-TEX-TEX-TEX-UEEX-UEEX-UE EX-OHEEX-OHE EX-OHE EX-OHE EX-UE EX-UEEX-SSEX-SSEX-SSEX-SSEX-SSEX-SSEX-SSEX-SSEX-WEX-WEX-WEX-WEX-WEX-WEX-W EX-W EX-W EX-W EX-WEX-WEX-WEX-WEX-WCSFF654 32110FOREST ROADPEDESTRIAN TRAILVWWTF91112141378121516NANAN80758075808080858090809581008105 8110 8080808580908095810081058110811517809581001819 1.TIE IN TO EXISTING MH0840. TEMPORARY BYPASS REQUIREDBETWEEN SEPT 8 TO NOV 15.2.6-FT X 6-FT (INSIDE DIMENSION) CONCRETE FLOW CONTROLVAULT.3.60-IN PARSHALL FLUME FLOW METERING MANHOLE.4.NEW MANHOLE AND TIE IN TO EXISTING MH0740.5.UTILITY METERING CABINET.6.RELOCATED 500 KVA TRANSFORMER.7.SERVICE ENTRANCE RATED ATS AND DOCKING STATION.8.900KW GENERATOR ON EQUIPMENT PAD.9.A. REMOVE EXISTING EXPANSION JOINT IN TOPPING SLAB.REMOVE 4 FOOT WIDE SECTION OF TOPPING SLAB ALONGCONTROL JOINT.B. REMOVE 4 FOOT SIDE SECTION OF TOPPING SLAB ALONGCONTROL JOINT.C. INSTALL NEW DOUBLE TEE JOINT CONNECTORS.D. RESEAL SURFACE AT CONTROL JOINT.E. RE-POUR TOPPING SLAB. REINFORCED WITH WWF.f. PROVIDE ADHESIVE ANCHORS AT BOTH ENDS.10.REPLACE EXISTING CLARIFIER ROOF DRAINS.11.REPLACE PLAZA AREA, AERATION BASIN ROOF DRAINS.12.NEW RETAINING WALL.13.REPLACE 200 LF OF PLAZA AREA CONCRETE ABOVEAERATION BASIN DOUBLE TEES.14.RAISE ALL BLOWER AND HVAC ROOF INTAKES 1-FOOT.15.NEW CONCRETE SIDEWALK.16.NEW BOLLARD.17.7' x 7' PRECAST CONCRETE LID WITH 3' x 3' BILCO TRAFFICRATED H-20 HATCH COVER EXISTING ELECTRICAL VAULT.18.TRANSITION TO SOLID WALL 6" PVC. EXTEND DAYLIGHT TOCREEK AT INV EL 8089.00'19.REMOVABLE BOLLARDAPPROVED:DESIGNED:DETAILED:CHECKED:DATE:REVISIONS AND RECORD OF ISSUEOFPROJECT NO.:43211/20(SCALE BAR IS 4" AT FULL SCALE)D11000FILE:PLOTTED:Centennial, ColoradoBlack & Veatch Corporation40'20'10'20'0HORIZONTAL SCALE 1"=20'FD11000 C:\PW_WORKING\BVW_AMERICAS\D1301516\407465_C-02.DWG4/19/2022 9:46:35 AM EAGLE RIVERWATER &SANITATIONDISTRICTVAIL WWTF MASTERPLAN IMPROVEMENTSPHASE 1407465PRELIMINARYNOT FORCONSTRUCTION3-28-22----C-02----CIVILSITE PLANDCBSPSRWS------------ SHEET KEYNOTESGENERAL SHEET NOTES1. MINIMAL ALTERATIONS TO HARDCAPE SURFACE, ADDITIONAL 800 SF OR 1% OF PARCEL AREA.P/LP/LP/LP/LP/LP/LEX-GASEX-GASEX-GA SEX EX-SSEX-SSEX-SSEX-W EX-W EX-W EX-W432 1FOREST ROADPEDESTRIAN TRAIL11141312N8080808580908095810081050021-01900KW GENERATO RELOCATED 500 KVA TRANSFORM July 5, 2022 - Page 357 of 885 Grasses Symbol Key Botanical Common Name QTY Size Spacing Notes CA Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass 39 as shown5 gal. Shrubs Symbol Key Botanical Common Name QTY Size Spacing Notes PA Russian Sage 5 gal. as shown Perovskia atriplicifolia 3 full sun PLANT SCHEDULE PC Panicum virgatum 'Cloud Nine'Tall Switch Grass 36 as shown5 gal. full sunRFAustrian Copper Rose 5 gal. as shown Rosa foetida 'bicolor'6 CS Kelsey's Dwarf Red-Osier Dogwood 5 gal. as shown Cornus stolonifera 'Kelsey"9 full sun - part shade PM Mugo Pine 6' Ht. as shown Pinus mugo var. rostrata 4 full sun - part shade PO Dwarf Ninebark Little Devil 5 gal. as shown Physocarpus opulifolius 12 SP Miss Kim Lilac 5 gal. as shown Syringa pubescens subsp. patula 'Miss Kim' 6 PG Dwarf Globe Blue Spruce 20 gal. as shown Picea Pungens 'Globosa'1 full sun - part shade Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Bark Mulch 1,680 SF Finely Shredded Cedar Mulch 3" Depth River Rock Cobble Mulch 490 SF 4"-6" Diameter River Rock Cobble Mulch 4" Depth SYMBOL LEGEND: EXISTING CONTOUR PROPOSED CONTOUR EXISTING BOULDER RELOCATED BOULDER FENCE PROPERTY LINE LIMIT OF WORK 8096 EX-UEEX-UE EX-UE EX-UE EX-UEEX-UEEX-UEEX-UEEX-UEE X - U E EX- U E EX-UEEX-UE EX-UE EX-UEEX-TEX-TEX-TEX-TEX-TEX-T EX-T EX-T EX-T EX-T EX-TEX-UE EX-UE EX-UEEX-UEEX-UEEX-UEEX-TE EE EE EE EE E E EEEEEEEEEEEEEEE EEEEEE EE EE EE EE EE E EEEEEEEEEE E E E E E E E E E RIVER ROCK COBBLE MULCH 4"-6" DIAMETER PROPOSED SECURITY FENCE, TO MATCH EXISTING GATE ( " HT) CA (20) SP (3)PC (3) PO (3) PC (3) CS (3) PC (3) PC (3) PO (3) PG PC (3) PM PM PC (3) CA (3) SP (3) CA (3) PA PC (3) RF (3) PO (3) PC (3) RF (3) CS (3)PC (3) CA (3) PM PC (3) PO (3) PROPOSED RELOCATION OF BOULDERS PA CS (3) PA CA (3) PC (3) EXISTING ASPHALT ROAD EXISTING CONC ROAD EXISTING ASPHALT PARKING LOT PROPOSED GENERATOR PAD (REF CIVIL) REMOVABLE BOLLARDS (REF CIVIL) RELOCATED TRANSFORMER METERING CABINET PROPOSED RETAINING WALL (REF CIVIL)81008101810280968095 S FRONTA G E R D W PROPOSED RETAINING WALL (REF CIVIL) EXISTING BOULDER RETAINING WALL EXISTING BOULDER RETAINING WALL 25' UTILITY AND ACCESS EASEMENT CA (7) PM PC (3) APPROVED: DESIGNED: DETAILED: CHECKED: DATE: REVISIONS AND RECORD OF ISSUE OF PROJECT NO.: 43211/20(SCALE BAR IS 4" AT FULL SCALE)D11000FILE:PLOTTED:FD11000Z:\2022\222939\IV. CURRENT DOCUMENTS\01. DRAWINGS\03. CURRENT LANDSCAPE\2939 LANDSCAPE PLAN.DWG4/20/2022 9:51:34 AMEAGLE RIVER WATER & SANITATION DISTRICT VAIL WWTF MASTER PLAN IMPROVEMENTS PHASE 1 407465 PRELIMINARY NOT FOR CONSTRUCTION 4-20-22 ----L1.0 ---- LA LANDSCAPE PLAN DL PC PC ---- ---- ---- NOTES: 1.REF CIVIL FOR DETAILED GRADING AND WALL ELEVATIONS PLANTING NOTES AND SPECIFICATIONS: 1.ALL PLANT MATERIALS SHALL BE NURSERY GROWN. PLANTS SHALL BE HEALTHY AND FREE OF DISEASE AND PESTS. ALL PLANT MATERIALS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2.LAYOUT AND LOCATION OF ALL PLANTS AND TREES TO BE APPROVED BY OWNER OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3.LANDSCAPE CONTRACTOR SHALL SUPPLY PHOTOS AND LOCATION OF THE SOURCE OF ALL TREES AND SHRUBS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY OF MATERIALS TO THE PROJECT SITE. 4.ALL CONTAINER PLANTS SHALL HAVE BEEN GROWN IN THE CONTAINERS IN WHICH THEY ARE DELIVERED FOR A MINIMUM OF TWO MONTHS, BUT NOT MORE THAN TWO YEARS FOR SHRUBS AND GRASSES AND ONE YEAR FOR PERENNIALS AND GROUND COVERS. 5.TOP SOIL / PLANTING BACKFILL IS TO BE CLEAN AND WELL SCREENED. IT SHALL CONSIST OF 66% NATIVE TOPSOIL AND 33% COMPOST, TO A DEPTH OF 9" FOR ALL TREE PLANTINGS. 6.ALL TREE AND SHRUB PLANTING AREAS ARE TO BE MULCHED WITH 2” DEPTH MULCH. THE SPECIFIED MULCH FOR ALL PLANTING BEDS IS TO BE A FINE BARK MULCH OR SOIL PEP. 7.TREES SHALL HAVE ALL BINDING MATERIAL REMOVED AROUND THE BASE ON THE TRUNK AND BURLAP MATERIALS REMOVED AT LEAST HALFWAY TO THE MIDDLE OF THE ROOT BALL PRIOR TO BACKFILLING AND PLANTING. 8.EVERGREEN TREES GREATER THAN 6' ARE TO BE STAKED WITH (3) 5' WOOD STAKES AND GUYED WITH GALVANIZED WIRE. 9.CONTRACTOR SHALL ERADICATE NOXIOUS WEEDS WITHIN THE PROJECT LIMITS. SEED DISPERSAL IS NOT TO OCCUR. WEED REMOVAL SHALL BE BY MECHANICAL AND CHEMICAL MEANS. ALL PROPOSED HERBICIDES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT AND SHALL BE BIODEGRADABLE. HERBICIDE APPLICATORS SHALL BE REGISTERED WITH THE STATE OF COLORADO AND SHALL ADHERE TO ALL LOCALS, STATE, AND FEDERAL REGULATIONS. CARE MUST BE TAKEN TO PREVENT HERBICIDE OVERSPRAY FROM BLOWING INTO THE ADJACENT RIPARIAN AREA. 10.AT THE TIME OF PLANTING ALL NEWLY PLANTED TREES AND SHRUBS SHALL BE FERTILIZED WITH BIOSOIL MIX, ALL-PURPOSE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. THIS FERTILIZER TO BE MIXED IN WITH PLANTING BACKFILL. PLEASE CONTACT ROCKY MOUNTAIN BIO-PRODUCTS, 10801 E. 54TH AVENUE, DENVER, CO. 80239, PHONE (303) 696-8964. 11.THE PLANT LIST IS PROVIDED FOR REFERENCE ONLY, AND THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND IF A DISCREPANCY EXISTS, THE PLAN SHALL DICTATE. 12.PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY IN PLACE AND OPERATIONAL. ALL PLANTED AREAS ARE TO BE IRRIGATED. IRRIGATION TO BE DESIGN BUILD BY LANDSCAPE CONTRACTOR. 13.PREPARATION OF ALL SEEDED AREAS WILL INCLUDE: LOOSENING THE SOIL TO A MINIMUM OF 6” DEPTH, REMOVING ROCKS AND DEBRIS OVER 1” IN DIAMETER, AND AMENDING WITH 2” COMPOST AND 2” TOPSOIL, AND TILLING TO A MINIMUM 6” DEPTH. ALL SEEDED AREAS WILL BE GRADED TO BE A SMOOTH, CONSISTENTLY EVEN, FREE DRAINING SURFACE. 14.LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN DOCUMENT REGARDING ITS POLICY OF PLANT WARRANTY FOR PLANTS PROVIDED BY CONTRACTOR. EACH WARRANTY SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING ALL MATERIALS INCLUDING LABOR, DUE TO THE SICKNESS OR DEATH OF A PLANT FOR A PERIOD OF TWO YEARS. FOLLOWING THE PLANTS INSTALLATION AND ACCEPTANCE OF THE PROJECT. 15.ALL EXCESS NATIVE SOIL RESULTING FROM SOIL PREP SHALL BE DISPOSED OF AND REMOVED FROM THE SITE. IRRIGATION NOTES: 1.IRRIGATION SYSTEM IS TO BE DESIGN BUILD BY CONTRACTOR 2.EXISTING IRRIGATION SYSTEM SHALL BE MODIFIEDTO ACCOMMODATE NEW LANDSCAPING PROPOSED IN THESE DRAWINGS. 2.AUTOMATIC DRIP IRRIGATION SHALL BE PROVIDED AT ALL NEW TREES, SHRUBS, AND GRASSES. 4.FLUSH DIRT AND DEBRIS FROM PIPING BEFORE INSTALLING SPRINKLERS AND OTHER DEVICES. 5.MAINLINE IS TO BE BURIED 12''-18'' BELOW FINISHED GRADE. LATERAL PIPES SHALL BE BURIED 8''-12'' BELOW FINISHED GRADE IN LANDSCAPED AREAS AND A MINIMUM OF 2'' BELOW FINISHED GRADE IN NATIVE/UNDISTURBED AREAS. ALL PIPE TRENCHES SHALL BE FREE OF ROCKS AND DEBRIS PRIOR TO PIPE INSTALLATION. BACKFILL TRENCHES WITH SOIL THAT IS FREE OF ROCKS AND DEBRIS. 6.PROVIDE 4'' PVC SLEEVING BELOW ALL HARDSCAPE TO ADJACENT PLANTING AREAS. L1.0 1 LANDSCAPE PLAN 1" = 10'-0" 5'10'20'0 EXISTING GATE TO MATCH 42 C-03 EXISTING PARKING LOT EXISTING PARKING LOT EXISTING BOULDERRETAINING WALL EXISTING SECONDARYCLARIFIER WALLS C-031-02 July 5, 2022 - Page 358 of 885 PLOTTED BY: Kevin ON: Monday, September 11, 2017 AT: 9:26 AM FILEPATH: P:\2100-2199\2123\Drawings\2123 TOPO.dwg 1 inch = ft. ( IN FEET ) 020 401020 20 EX-UE EX-OHE EX-CABLE EX-GAS EX-T EX-SS EX-W EX-UE EX-UEEX-UEEX-UEEX- U E EX-UE EX-CAB L E EX-UE EX-GASEX-GASEX-GASEX-GAS EX-UE EX-GAS EX-GAS EX-GA S EX-TEX-TEX-T EX-T EX-TEX-UE EX-UEEX-UEEX-OHE EX-OHEEX-OHEEX-OHEEX-UEEX-UE ∆ ∆EX-SSEX-SS EX-SS EX-SS EX-SSEX-SSEX-SSEX-SS EX-W EX-W EX-W EX-W EX-W EX-W EX-WEX-WEX-WEX-WEX-WEX-WEX-WEX-WEX-WEX-T EX-UE EX-SSEX-SS EX-SS EX-SS EX-WNOTE: PROJECT SURVEY FILE IS ANTICIPATED TO BE UPDATED IN MAY 2022.C-04103 July 5, 2022 - Page 359 of 885 MCC-EM MCC-1A MCC-1B MCC-1W MCC-2A MCC-1S MCC-2 MDP-1 AB-1 DS-1 WH N E N E MANUAL TRANSFER SWITCH/ DOCKING STATION MTS-1 480V, 3PH, 1600A SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCH ATS-011 480V, 3PH, 1600A 1600A UTILITY METERING CABINET RELOCATED UTILITY XFMR 12.47KV-480VAC 500KVA HOLY CROSS ENERGY ELECTRIC SERVICE ATS1-1: MTS1-1: GEN1-1: EXISTING SNOWMAKING WATER PUMP XFMRS (2) MC-1: UE-2: UE-1: UE-3: 1 G 1200A GENERATOR GEN-1 480V,3PH,880KW MCC-1W MCC-2A MCC-1S MCC-2 MDP-1 AB-1 DS-1 WH UTILITY METER UTILITY XFMR 12.47KV-480VAC 500KVA HOLY CROSS ENERGY ELECTRIC SERVICE G MCC-EM EXISTING GENERATOR 400 KW MCC-1A MCC-1B EXISTING SNOWMAKING WATER PUMP XFMRS (2) 1/2D11000 OF FILE:0 1 2 4(SCALE BAR IS 4" AT FULL SCALE) PROJECT NO.: DESIGNED: DETAILED: CHECKED: APPROVED: DATE: 3PLOTTED:Black & Veatch Corporation REVISIONS AND RECORD OF ISSUE BIM 360://407465 - Vail WWTP Master Plan Improvements Phase I/407465-VAIL WWTP.rvt5/5/2022 1:35:38 PMEAGLE RIVER WATER & SANITATION DISTRICT E-001 VAIL WWTF MASTER PLAN IMPROVEMENTS PHASE 1 POWER DISTRIBUTION FUNCTIONAL DIAGRAM ELECTRICAL 407465 SJB MPJ WLM BSJ 4-26-22 PROPOSED POWER DISTRIBUTION FUNCTIONAL DIAGRAM GENERAL SHEET NOTES 1. SEE DRAWINGS E-01 AND E-02 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL REQUIREMENTS. EXISTING POWER DISTRIBUTION FUNCTIONAL DIAGRAM SHEET KEYNOTES 1. DEMO ATS IN MCC-2. July 5, 2022 - Page 360 of 885 1.AT THEEX-UEEX-UEP/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LEX-UEEX-UEEX-UEEX-UEEX-CABLEEX-UEEX-GASEX-GASEX-GASEX-GASEX-UEEX-GASEX-GASEX-GASEX-TEX-TEX-TEX-TEX-TEX-UEEX-UEEX-UE EX-OHEEX-OHE EX-OHE EX-OHE EX-UE EX-UEEX-SSEX-SSEX-SSEX-SSEX-SSEX-SSEX-SSEX-SSEX-WEX-WEX-WEX-WEX-WEX-WEX-W EX-W EX-W EX-W EX-WEX-WEX-WEX-WEX-W E EE EEE EEEECSEEEEEEEEEEEEEEEEEEEEEEEEEEEGEN-1MTS-1ATS-0117432189SCADA-1DS-1MCC-1WMC-1: 5-3 1/2"ATS1-4:2"ATS1-3: 2"GEN1-6: 2"MTS1-4: 2"SPARE: 2-2"ATS1-1: 5-3 1/2"SPARE: 2"101112500KCMIL CUGROUND500KCMIL CUGROUND TRIADGROUND ROD (TYP)GROUND TEST WELLEMERGENCYSTOP CONTROLSTATIOND13D13E13PROPOSED E TO MATCHOTHER E HEIGHT13A13A13C13(2)B13(2)B13PROPOSED C14GEN1-7:2"MC-1: 5-3-1/2"GEN1-6: 2"GEN1-2: 2"GEN1-1: 5-3-1/2"MTS1-2: 2"SPARE: 2-2"#4/0GROUNDRING#4/0 GROUND TOGEN-1 (TYP 2)GROUNDROD (TYP)GROUNDTEST WELLSEE NOTE 15 FORGENERATORGROUND RINGGEN1-1: 5-3 1/2"MTS1-2: 2"GEN1-2: 2"GEN1-6: 2"SPARE: 2-2"GEN1-7:2"GEN1-7:2"MC-1: 5-3-1/2"GEN1-1: 5-3-1/2"MTS1-2: 2"GEN1-2: 2"GEN1-6: 2"SPARE: 2-2"1.NEW 15KV UNDERGROUND CIRCUIT FOR RELOCATED UTILITYTRANSFORMER (BY UTILITY).2.NEW 15KV UNDERGROUND CIRCUIT FOR EXISTINGSNOWMAKING WATER PUMP TRANSFORMERS (BY UTILITY).3.NEW 480V UNDERGROUND DUCTBANK FOR UTILITY POWER.4.NEW 480V UNDERGROUND DUCTBANK FOR STANDBY POWER.BOND DUCT BANK #4/0 GROUND WIRE TO GENERATOR ANDATS GROUND RING/ TRIAD.5.UTILITY METERING CABINET, INCLUDING CTS, PTS, ANDMETER SOCKET.6.RELOCATED UTILITY TRANSFORMER (BY UTILITY).7.SPLICE POINT (OLD XFMR PAD): AFTER RELOCATION OFUTILITY TRANSFORMER, CONTRACTOR TO INSTALL NEWEXTERIOR ENCLOSURE AND SPLICE INTO EXISTING FEEDERCIRCUIT TO DS-1 THROUGH EXISTING CONDUITS FROMTRANSFORMER PAD LOCATION.8.RELOCATED PARKING LOT LIGHT FIXTURE WEST TO AVOIDTRANSFORMER AND METERING CABINET CLEARANCE IFREQUIRED.9.480V UNDERGROUND DUCTBANK FROM ATS-1 TO SPLICEPOINT AT TRANSFORMER PAD.10.DS-1 LOCATED IN EXISTING GENERATOR ROOM. INTERIORCONDUIT ROUTING VIA SURFACE MOUNTED CONDUIT INMAINTENANCE BAY.11.MCC-1W LOCATED IN EXISTING MCC ROOM. INTERIORCONDUIT ROUTING VIA SURFACE MOUNTED CONDUIT INMAINTENANCE BAY.12.SCADA-1 CONTROL PANEL LOCATED IN EXISTING CONTROLROOM. INTERIOR CONDUIT ROUTING VIA SURFACE MOUNTEDCONDUIT IN MAINTENANCE BAY.13.INSTALL OR REPLACE EXISTING FIXTURES WITH FIXTURETYPE AND QUANTITY LISTED IN LIGHTING SCHEDULE THISSHEET.14.FIXTURES TO BE PRE-INSTALLED ON GENERATORENCLOSURE. SEE SPECIFICATION 263213.15.LOCATE GENERATOR GROUND RING UNDER GENERATOR PAD.ONLY THE TEST WELL REQUIRES EXPOSURE TO THESURFACE.APPROVED:DESIGNED:DETAILED:CHECKED:DATE:REVISIONS AND RECORD OF ISSUEOFPROJECT NO.:43211/20(SCALE BAR IS 4" AT FULL SCALE)D11000FILE:PLOTTED:Centennial, ColoradoBlack & Veatch Corporation40'20'10'20'0HORIZONTAL SCALE 1"=20'FD11000 C:\PW_WORKING\BVW_AMERICAS\D1301528\407465-E-04.DWG4/19/2022 10:35:24 AM EAGLE RIVERWATER &SANITATIONDISTRICTVAIL WWTF MASTERPLAN IMPROVEMENTSPHASE 1407465PRELIMINARYNOT FORCONSTRUCTION3-28-22----E-04----ELECTRICALSITE PLANSJBSPSWLMBSJ-------- SHEET KEYNOTESGENERAL SHEET NOTES56MANUFACTURERCATALOG NUMBERHEIGHTADDITIONAL INFORMATIONRSXF1 LED P1 30K WFL MVOLT AASP PE FV NLTAIR2 DBLXDEXISTING20° TILT FROM HORIZONTAL (30° MAX)LITHONIALIGHTING FIXTURE SCHEDULEDSX0 LED P1 30K T3M MVOLT SPUMBA NLTAIR2 PER5 DBLXDEXISTINGDLL127F 1.5JU ACCESSORYLITHONIAWPX1 LED P1 30K MVOLT PE DBLXDLITHONIAWPX1 LED P2 30K MVOLT PE DBLXDEXISTINGLITHONIAWDS-D-24L-30-3K7-4F-UNV-BLT-PCEXISTINGKIMEXISTING; NEAR TOPOF GEN-1 ENCLOSUREDCBAE021-01LIGHTS ARE PROPOSED TO REPLACE EXISTING LIGHTS A EXISTING HEIGHTS EXCEPT AS NOTED BY PROPOSED IN LIGHT CALLOUT. PROPOSED LIGHTS WILL REQUIRE NEWLIGHTING CONDUITS.July 5, 2022 - Page 361 of 885 1'-0" ALL EXPOSED PLATES, NUTS & WASHERS TO BE GALVANIZED EQUIPMENT BASE PER MANUF. EQUIPMENT BASE PER MANUF. DOUBLE NUT ROUND BARx6". DIA TO MATCH GENSET SUPPORT FRAME THICKNESS GALVANIZED ANCHOR BOLT DIA AND DEPTH OF EMBEDMENT BY EQUIPMENT MANUFACTURER. MINIMUM DEPTH OF EMBEDMENT SHALL BE 15 x BOLT DIA ANCHOR TYPE 1 ANCHOR TYPE 2 NOTE: 1. MINIMUM 6 ANCHORS, MANUFACTURER SHALL PROVIDE FINAL ANCHORAGE DESIGN. 9'-4"4'-0"8"4'-4"3'-6"26'-0"8'-4"8"RADIATOR FUEL TANK 1 S-06 2 S-06 18'-4" 8'-0" TOC HP 8101.50'TOC LP 8099.50' TOC LP 8098.50' 6" SLOTTED DRAIN SLOPSLOPSEE C-02 FOR CONTINUATION TOC VARIES (SEE PLAN) TOC 8097.08' BOC 8094.25' TOC VARIES (SEE PLAN) SLOPE ASPHALT TO MATCH TOC ROUGHEN SURFACE 1/4" AMPLITUDE TYP AT WALLS AND MAINTENANCE PAD #5 @12" EW #5 @12" STD HOOKS BOTH ENDS (TYP) #5 @12" EW 2 13" CLR2" CLRE C-06 SIM 6" SLOTTED PIPE MIN SLOPE 0.5% LP INV 8094.25 GRANULAR FILL. NON FROST SUSCEPTIBLE MATERIAL #8 @ 12" EW T&B BOG 8092.25'1'-0"+/-1'-0"GRADE VARIES 8"4'-4"9'-4"4'-0" SEE SECTION 1 FOR REINFORCEMENT DETAIL MAINTENANCE PAD BOC 8094.25' TOC 8097.08' TOC HP 8101.50' TOC 8096.75' 8"8'-4"26'-0"3'-6" 38'-6" GRADE VARIES LP 8099.50' TOC LP 8096.25' 1/2D11000 OF FILE:0 1 2 4(SCALE BAR IS 4" AT FULL SCALE) PROJECT NO.: DESIGNED: DETAILED: CHECKED: APPROVED: DATE: 3PLOTTED:Black & Veatch Corporation Centennial, Colorado REVISIONS AND RECORD OF ISSUE BIM 360://407465 - Vail WWTP Master Plan Improvements Phase I/407465-VAIL WWTP.rvt4/13/2022 4:34:05 PMEAGLE RIVER WATER & SANITATION DISTRICT PRELIMINARY NOT FOR CONSTRUCTION S-06 VAIL WWTF MASTER PLAN IMPROVEMENTS PHASE 1 ENGINE-GENERATOR PAD STRUCTURAL 407465 1" = 1'-0" DETAILB 3/8" = 1'-0" GENERATOR PADA 3/8" = 1'-0" SECTION1 3/8" = 1'-0" SECTION2 NOTE: 1. FOR GENERAL NOTES AND LEGEND SEE DWG S-01. 021-01 July 5, 2022 - Page 362 of 885 TOC 8103.50' TOC 8107.50' TOC 8102.50' TOA HP 8102.00' 10'-0"5'-6"8"8'-0"4'-0"9'-6"1'-6"3'-0" 3" #5 @ 12" EW 3/4" CHAMFER TOC VARIES SEE PLAN6" +/-25'-2"25'-2"5'-2"5'-2" 1 2 0 .0 0 ° ASPHALT #5 @ 8" T&B (4) #5 EQUAL SPACED T&B 9'-6"1'-6"ELEVATION VIEW PLAN VIEW 3'-0"4" GRANULAR BASE 3/8" = 1'-0" 1 S-07 3/8" = 1'-0" LP 8101.50' TOA HP 8102.00' LP 8101.50' 1/2D11000 OF FILE:0 1 2 4(SCALE BAR IS 4" AT FULL SCALE) PROJECT NO.: DESIGNED: DETAILED: CHECKED: APPROVED: DATE: 3PLOTTED:Black & Veatch Corporation Centennial, Colorado REVISIONS AND RECORD OF ISSUE BIM 360://407465 - Vail WWTP Master Plan Improvements Phase I/407465-VAIL WWTP.rvt4/13/2022 4:34:05 PMEAGLE RIVER WATER & SANITATION DISTRICT PRELIMINARY NOT FOR CONSTRUCTION VAIL WWTF MASTER PLAN IMPROVEMENTS PHASE 1 RETAINING WALL STRUCTURAL 407465 3/8" = 1'-0" RETAINING WALL DETAILA 3/8" = 1'-0"S-07 SECTION1 E C-06 SIM 6" SLOTTED PIPE C- S- 031-02 July 5, 2022 - Page 363 of 885 411-C2-6112-3-FM -42458SIDE VIEW750DQFAA, 800DQFAB ,900DQFAC, 1000DQFAD500-4391-2 REC C750DQFAA,800DQFAB,900DQFAC,1000DQFAD500-4391-1 REV C411-C2-6112-3-FM-42458TOP VIEWDWG NO:DO NOT SCALESCALE:SIZEBTITLE:HENDERSON, COLORADO 80640PH: 303-287-02018211 E 96th AVESHEET:TB-B-07 REV-DABCD61234578RockyMountainFAX: 303-287-4837THIS DRAWING CONTAINS INFORMATION THAT IS PROPRIETARY TO CRM, THIS INFORMATION IS TO BE HELD IN CONFIDENCE. NO DISCLOSURE OR OTHER USE OF THIS DRAWING IS TO BE MADE WITHOUT PRIOR WRITTEN CONSENT OF CRM.SITE NAME:CUSTOMER PROJECT NO:CRM PROJECT NO:CONTRACTOR NAME:CONTACT NAME:CONTACT NO:REV:61234578ABCDZONEREVDESCRIPTIONDATEAPPROVEDREVISIONS.01.03.061/16USJuly 5, 2022 - Page 364 of 885 DWG NO:DO NOT SCALESCALE:SIZEBTITLE:HENDERSON, COLORADO 80640PH: 303-287-02018211 E 96th AVESHEET:TB-B-07 REV-DABCD61234578RockyMountainFAX: 303-287-4837THIS DRAWING CONTAINS INFORMATION THAT IS PROPRIETARY TO CRM, THIS INFORMATION IS TO BE HELD IN CONFIDENCE. NO DISCLOSURE OR OTHER USE OF THIS DRAWING IS TO BE MADE WITHOUT PRIOR WRITTEN CONSENT OF CRM.SITE NAME:CUSTOMER PROJECT NO:CRM PROJECT NO:CONTRACTOR NAME:CONTACT NAME:CONTACT NO:REV:61234578ABCDZONEREVDESCRIPTIONDATEAPPROVEDREVISIONS.01.03.061/16July 5, 2022 - Page 365 of 885 DWG NO:DO NOT SCALESCALE:SIZEBTITLE:HENDERSON, COLORADO 80640PH: 303-287-02018211 E 96th AVESHEET:OFTB-B-07 REV-DABCD61234578RockyMountainFAX: 303-287-4837THIS DRAWING CONTAINS INFORMATION THAT IS PROPRIETARY TO CRM, THIS INFORMATION IS TO BE HELD IN CONFIDENCE. NO DISCLOSURE OR OTHER USE OF THIS DRAWING IS TO BE MADE WITHOUT PRIOR WRITTEN CONSENT OF CRM.SITE NAME:CUSTOMER PROJECT NO:CRM PROJECT NO:CONTRACTOR NAME:CONTACT NAME:CONTACT NO:REV:61234578ABCDZONEREVDESCRIPTIONDATEAPPROVEDREVISIONS.01.03.061/16July 5, 2022 - Page 366 of 885 July 5, 2022 - Page 367 of 885 Black & Veatch Corporation 4600 S Syracuse St. Suite 800 Denver, CO 80237 P +1 720-834-4318 E statonrw@bv.com May 11, 2022 Town of Vail Vail WWTF Improvements 111 S Frontage Rd W B&V Project Number 407465 Vail, CO 81657 B&V File Number 30.1000 Attention: Ryan Ocepek Subject: DBR Comment Response, Vail WWTF 900 kW Generator The proposed 900 kW generator will be specified to meet standby power requirements defined by NEC 702 and IFC Chapter 12 Section 1203. The generator will be provided to meet more stringent requirements for a 10 second start time. The design of the new generator will provide standby power for the entire existing Vail WWTF and administration building. To facilitate continuous operations (minimize outages) a service entrance rated automatic transfer switch will be provided. Refer to drawing E-001 for the power distribution functional diagram with additional detail. Very truly yours, Black & Veatch Corporation Robert Staton, P.E. Engineering Manager Typist Initials Enclosure(s) cc: Melissa Marts, ERWSD Scott Burke, B&V Ben Johnson, B&V July 5, 2022 - Page 368 of 885 Black & Veatch Corporation 4600 S Syracuse St. Suite 800 Denver, CO 80237 P +1 720-834-4318 E statonrw@bv.com May 11, 2022 Town of Vail Vail WWTF Improvements 111 S Frontage Rd W B&V Project Number 407465 Vail, CO 81657 B&V File Number 30.1000 Attention: Jonathan Spence Subject: DBR Comment Response, Retaining Wall Facing The proposed retaining wall material is concrete. It will have a finish (texture and color) similar to the existing secondary clarifier walls. The existing secondary clarifier walls are shown in the 5th image on the landscape plan sheet. The proposed finish is a cementitious coating. As an alternative, a concrete form liner and textured wall could be provided, similar to the form liner product textures shown here: Form liner sample textures, flagstone or sandblast. Very truly yours, Black & Veatch Corporation Robert Staton, P.E. Engineering Manager July 5, 2022 - Page 369 of 885 May 11, 2022 | Page 2 cc: Melissa Marts, ERWSD Ben Johnson, B&V July 5, 2022 - Page 370 of 885 EX-UEEX-UEP/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LEX-UEEX-UEEX-UEEX-UEEX-CABLEEX-UEEX-GASEX-GASEX-GASEX-GASEX-UEEX-GASEX-GASEX-GASEX-UEEX-UEEX-UE EX-OHEEX-OHE EX-OHE EX-OHE EX-UE EX-UEEX-SSEX-SSEX-SSEX-SSEX-SSEX-SSEX-SSEX-SSEX-WEX-WEX-WEX-WEX-WEX-WEX-W EX-W EX-W EX-W EX-WEX-WEX-WEX-WEX-WCSAerial Fire Truck APPROVED:DESIGNED:DETAILED:CHECKED:DATE:REVISIONS AND RECORD OF ISSUEOFPROJECT NO.:43211/20(SCALE BAR IS 4" AT FULL SCALE)D11000FILE:PLOTTED:Centennial, ColoradoBlack & Veatch Corporation40'20'10'20'0HORIZONTAL SCALE 1"=20'FD11000 C:\PW_WORKING\BVW_AMERICAS\D1301516\407465_C-02 TRUCK TURN.DWG4/4/2022 8:56:20 AM EAGLE RIVERWATER &SANITATIONDISTRICTVAIL WWTF MASTERPLAN IMPROVEMENTSPHASE 1407465PRELIMINARYNOT FORCONSTRUCTION3-28-22----C-02----CIVILSITE PLANDCBSPSRWS------------ green arrows - truck entering sitered arrow - truck in reverseblue arrows - truck exiting siteJuly 5, 2022 - Page 371 of 885 July 5, 2022 - Page 372 of 885 Vehicle Tracking v19.00 - US Design VehiclesEvery Effort Has Been Made To Ensure The Accuracy Of This InformationPlease Check Data From Your Own SourcesVehicle Tracking Vehicle Details Ref: Vehicle Tracking v19.00 - US Design VehiclesEvery Effort Has Been Made To Ensure The Accuracy Of This InformationPlease Check Data From Your Own SourcesVehicle Tracking Vehicle Details Ref: Vehicle Name: Aerial Fire TruckType: Rigid vehicleCategory(Unspecified)Classification(Unspecified)Source: NCHRP Report 659Description: Design Vehicle. Maximum wheel angle based on E-ONE Fire Truck.Notes: Unit 1 Name: Aerial Fire Truck Tractor39720Aerial Fire TruckOverall Length 39.000ftOverall Width 8.167ftOverall Body Height 7.500ftMin Body Ground Clearance0.750ftTrack Width 8.167ftLock-to-lock time 5.00sMax Wheel Angle 45.00°July 5, 2022 - Page 373 of 885 Vehicle Tracking v19.00 - US Design VehiclesEvery Effort Has Been Made To Ensure The Accuracy Of This InformationPlease Check Data From Your Own SourcesVehicle Tracking Vehicle Details Ref: Unit Name: Aerial Fire Truck TractorType: Tractor (with driver controlled steering)Body style: Fire TenderClassification(Unspecified)Source: No dataDescription: No dataNotes: No dataDatum: Front Primary AxleFront Axle(s):1 Ackerman (axles fixed, wheels turn)Primary Front Axle Offset: 0.000ftEffective Front Axle Offset: 0.000ft (Auto Calculated)Maximum Wheel Angle: 45.000deg (Any Front Wheel)Status:Active Non Self-SteeredTrack Width: 8.167ftTotal Wheels:2 (positioned at the ends of the axle)Tire Width: 0.817ft (Auto Calculated - proportion of Track Width)Tire Diameter: 2.858ft (Auto Calculated - proportion of Track Width)Rear Axle(s):1 FixedPrimary Rear Axle Offset: 20.000ft (Innermost Axle behind Front Primary Axle)Effective Rear Axle Offset: 20.000ft (Auto Calculated)Maximum Wheel Angle: UnlimitedStatus:Active Non Self-SteeredTrack Width: 8.167ftTotal Wheels:4 (positioned at the ends of the axle)Tire Width: 0.817ft (Auto Calculated - proportion of Track Width)Tire Diameter: 2.858ft (Auto Calculated - proportion of Track Width)Steering:Front Axle(s):Maximum Wheel Angle: See Front Axles: Maximum Wheel AngleCalculated Maximum Wheel Angle:45.000degLock-to-Lock Time (Fwd/Rev):5.0sec / 5.0secDriver / PilotDriver Offset Longitudinally:-2.079ft (in front of Front Primary Axle)Driver / Pilot Offset Laterally: -1.969ft (Right of Centerline)Driver Height:8.202ft (Above ground level)Front Coupling: NoneRear Coupling: NoneBody outline (plan):Outline Type:RectangleOffset (X,Y):-7.000ft, 0.000ftLength / Width:39.000ft / 8.167ftJuly 5, 2022 - Page 374 of 885 Autodesk Vehicle Tracking v19.00.1417(20180223) (c) Autodesk, Inc. www.Autodesk.com Date: Scale:1:250 Title: Aerial Fire Truck Notes: Turn(s) based upon a design speed of 5.00mph. After transition, center of front axle follows smallest possible circular arc. Curb is located 0.98ft from the vehicle. Maximum kick out distance is 1.965ft. Warning the vehicle crosses the curb.30°60°90°120°150° 180°34.291ftMin Radius(Outer Wheel)19.592ftMin Radius (Inner Wheel)38.724ftMin Radius(Outer Body)19.4 2 2ft Max Kickout 1.965ft July 5, 2022 - Page 375 of 885 Turning Performance Analysis Bid Number:336 Chassis:Arrow-XT Chassis, PUC MUX, 4x4, 2010 Department:Vail Fire Department Body:Pumper, PUC, Aluminum Parameters: Inside Cramp Angle:35° Axle Track:85.66 in. Wheel Offset:3.12 in. Tread Width:12.5 in. Chassis Overhang:68.99 in. Additional Bumper Depth:7 in. Front Overhang:75.99 in. Wheelbase:177.5 in. Calculated Turning Radii: Inside Turn:20 ft. 4 in. Curb to curb:32 ft. 8 in. Wall to wall:35 ft. 11 in. Comments: Notes: Actual Inside cramp angle may be less due to highly specialized options. Curb to Curb turning radius calculated for 9.00 inch curb. 11/08/2013 Category Option Description Axle, Front, Custom 0589370 Axle, Front, Marmon Herrington MT-22 (FWD), 20,000 LB Rating (315 Tires), AXT Wheels, Front 0001655 Wheels, Front, 22.50" x 9.00", Steel, Hub Pilot, 315/80R Tire Tires, Front 0560272 Tires, Front, Michelin, XZU S, 315/80R22.50, 20 ply Bumpers 0550026 Bumper, Non-extended, AXT, Dash CF July 5, 2022 - Page 376 of 885 Definitions: Inside CrampAngle Maximum turning angle of the front inside fire. Axle Track King-pin to King-pin distance of front axle. Wheel Offset Offset from the center line of the wheel to the King-pin. Tread Width Width of the tire tread. Chassis Overhang Distance of the center line of the front axle to the front edge of the cab. This does not include the bumper depth. Additional Bumper Wheel Depth that the bumper assembly adds to the front overhang. Wheelbase Distance between the center lines of the vehicles front and rear axles. Inside Turning Radius Radius of the smallest circle around which the vehicle can turn. Curb to Curb Turning Radius Radius of the smallest circle around which the vehicle's tires can turn. This measures assumes a curb height of 9 inches. Wall to Wall Turning Radius Radius of the smallest circle around which the vehicle's tires can turn. This measures takes into account any front overhang due to chassis , bumper extensions and or aerial devices. July 5, 2022 - Page 377 of 885 July 5, 2022 - Page 378 of 885 LIGHTING CALCULATIONS AND CUTSHEETS July 5, 2022 - Page 379 of 885 ...Designer Date 04/06/2022 Scale Not to Scale Drawing No. VAIL WWTP photometric 1 of 3 lower parking area July 5, 2022 - Page 380 of 885 ...Designer Date 04/06/2022 Scale Not to Scale Drawing No. VAIL WWTP photometric 2 of 3 Upper lot July 5, 2022 - Page 381 of 885 ...Designer Date 04/06/2022 Scale Not to Scale Drawing No. VAIL WWTP photometric 3 of 3 ATS July 5, 2022 - Page 382 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 07/19/21 Page 1 of 8 COMMERCIAL OUTDOOR L D-Series Size 0LED Area Luminaire Specifications Catalog Number Notes Type Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 400W metal halide with typical energy savings of 70% and expected service life of over 100,000 hours. EPA:0.95 ft2 (.09 m2) Length:26" (66.0 cm) Width:13" (33.0 cm) Height1:3" (7.62 cm) Height2:7"(17.8 cm) Weight (max):16 lbs(7.25 kg) Hit the Tab key or mouse over the page to see all interactive elements. H2 W Ordering Information EXAMPLE: DSX0 LED P6 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSX0 LED Series LEDs Color temperature Distribution Voltage Mounting DSX0 LED Forward optics P1 P5 P2 P6 P3 P7 1 P4 1 Rotated optics P10 2 P12 2 P11 2 P13 1,2 30K 3000 K 40K 4000 K 50K 5000 K T1S Type I short (Automotive) T2S Type II short T2M Type II medium T3S Type III short T3M Type III medium T4M Type IV medium TFTM Forward throw medium T5VS Type V very short 3 T5S Type V short 3 T5M Type V medium 3 T5W Type V wide 3 BLC Backlight control 4 LCCO Left corner cutoff 4 RCCO Right corner cutoff 4 MVOLT (120V-277V) 5,6 XVOLT (277V-480V) 7,8,9 120 6 208 6 240 6 277 6 347 6 480 6 Shipped included SPA Square pole mounting RPA Round pole mounting 10 WBA Wall bracket 3 SPUMBA Square pole universal mounting adaptor 11 RPUMBA Round pole universal mounting adaptor 11 Shipped separately KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish) 12 Control options Other options Finish (required) Shipped installed NLTAIR2 nLight AIR generation 2 enabled 13,14 PIRHN Network, high/low motion/ambient sensor 15 PER NEMA twist-lock receptacle only (control ordered separate) 16 PER5 Five-pin receptacle only (control ordered separate) 16,17 PER7 Seven-pin receptacle only (leads exit fixture) (control ordered separate) 16,17 DMG 0-10V dimming extend out back of housing for external control (control ordered separate) 18 PIR High/low, motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 5fc 19,20 PIRH High/low, motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 5fc 19,20 PIR1FC3V High/low, motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 1fc 19,20 PIRH1FC3V High/low, motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 1fc 19,20 FAO Field adjustable output 21 Shipped installed HS House-side shield 22 SF Single fuse (120, 277, 347V) 6 DF Double fuse (208, 240, 480V) 6 L90 Left rotated optics 2 R90 Right rotated optics 2 DDL Diffused drop lens 22 HA 50°C ambient operations 1 BAA Buy America(n) Act Compliant Shipped separately BS Bird spikes 23 EGS External glare shield DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white H1 Buy American July 5, 2022 - Page 383 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 07/19/21 Page 2 of 8 COMMERCIAL OUTDOOR 1.750" for aluminum poles 2.750" - for other poles type Tenon Mounting Slipfitter Drilling Ordering Information Accessories Ordered and shipped separately. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 24 DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 24 DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V) 24 DSHORT SBK U Shorting cap 24 DSX0HS 20C U House-side shield for P1,P2,P3 and P4 22 DSX0HS 30C U House-side shield for P10,P11,P12 and P13 22 DSX0HS 40C U House-side shield for P5,P6 and P7 22 DSX0DDL U Diffused drop lens (polycarbonate) 22 PUMBA DDBXD U*Square and round pole universal mounting bracket adaptor (specify finish) 25 KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish) 12 DSX0EGS (FINISH) U External glare shield For more control options, visit DTL and ROAM online.Link to nLight Air 2 26.06 5.96 TYP. 7.30 18.76 .45 TYP. 6.53 TYP. .32 R.09 .19.13 3.30 .13 .14 THRU 12.43 4.31 6.53 .50 78° 59° .38 12.05.30 SEE DETAIL A4 PLCS. SCALE 2:1ADETAIL C 90.0090.00 90.0090.00 EGS – External Glare Shield .50 73˚ 12.05 12.476 Mounting Option Drilling Template Single 2 @ 180 2 @ 90 3 @ 90 3 @ 120 4 @ 90 Head Location Side B Side B & D Side B & C Side B, C & D Round Pole Only Side A, B, C & D Drill Nomenclature #8 DM19AS DM28AS DM29AS DM39AS DM32AS DM49AS Minimum Acceptable Outside Pole Dimension SPA #8 2-7/8" 2-7/8" 3.5"3.5"3.5" RPA #8 2-7/8" 2-7/8" 3.5"3.5" 3" 3.5" SPUMBA #5 2-7/8" 3" 4"4" 4" RPUMBA #5 2-7/8" 3.5"5" 5" 3.5"5" NOTES1 HA not available with P4, P7, and P13. 2 P10, P11, P12 and P13 and rotated options (L90 or R90) only available together.3 Any Type 5 distribution with photocell, is not available with WBA.4 Not available with HS or DDL.5 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz).6 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. XVOLT not available with fusing (SF or DF).7 XVOLT only suitable for use with P4, P7 and P13. 8 XVOLT operates with any voltage between 277V and 480V. 9 XVOLT not available with fusing (SF or DF) and not available with PIR, PIRH, PIR1FC3V, PIRH1FC3V. 10 Suitable for mounting to round poles between 3.5” and 12” diameter. 11 Universal mounting brackets intended for retrofit on existing pre-drilled poles only. 1.5 G vibration load rating per ANCI C136.31. Only usable when pole's drill pattern is NOT Lithonia template #8.12 Must order fixture with SPA mounting. Must be ordered as a separate accessory; see Accessories information. For use with 2-3/8" diameter mast arm (not included).13 Must be ordered with PIRHN.14 Sensor cover available only in dark bronze, black, white and natural aluminum colors. 15 Must be ordered with NLTAIR2. For more information on nLight Air 2 visit this link16 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included.17 If ROAM® node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Shorting Cap included.18 DMG not available with PIRHN, PER5, PER7, PIR, PIRH, PIR1FC3V or PIRH1FC3V, FAO.19 Reference Controls Options table on page 4.20 Reference Motion Sensor Default Table on page 4 to see functionality.21 Not available with other dimming controls options.22 Not available with BLC, LCCO and RCCO distribution. 23 Must be ordered with fixture for factory pre-drilling. 24 Requires luminaire to be specified with PER, PER5 or PER7 option. See Controls Table on page 4.25 For retrofit use only. Only usable when pole's drill pattern is NOT Lithonia template #8 Top of Pole 0.563" 1.325"0.400"(2 PLCS) Template #8 AHandhole B C D HANDHOLE ORIENTATION(from top of pole) 2.650" Fixture Quantity & Mounting Configuration Single DM19 2 @ 180 DM28 2 @ 90 DM29 3 @ 90 DM39 3 @ 120 DM32 4 @ 90 DM49 Mounting Type DSX0 LED 0.950 1.900 1.830 2.850 2.850 3.544 DSX0 Area Luminaire - EPA *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data. Tenon O.D. Mounting Single Unit 2 @ 180 2 @ 90 3 @ 90 3 @120 4 @ 90 2-3/8"RPA AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 390 AS3-5 320 AS3-5 490 2-7/8"RPA AST25-190 AST25-280 AST25-290 AST25-390 AST25-320 AST25-490 4"RPA AST35-190 AST35-280 AST35-290 AST35-390 AST35-320 AST35-490 July 5, 2022 - Page 384 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 07/19/21 Page 3 of 8 COMMERCIAL OUTDOOR 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T1S Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T2M Test No. Test No. LTL23457P25 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T2S Test No. LTL23457P25 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3M Test No. LTL23457P25 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3S 4 3 2 1 0 -4 -3 -2 -1 T4M Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 TFTM Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5VS Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5S Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5M Test No. Test No. LTL23451P25 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5W 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 BLC Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 LCCO Test No. 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Test No. RCCO 4 3 2 1 0 4321 To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s D-Series Area Size 0 homepage. Photometric Diagrams Isofootcandle plots for the DSX0 LED 40C 1000 40K. Distances are in units of mounting height (20'). LEGEND 0.1 fc 0.5 fc 1.0 fc July 5, 2022 - Page 385 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 07/19/21 Page 4 of 8 COMMERCIAL OUTDOOR Performance Data Electrical Load Current (A) Performance Package LED Count Drive Current Wattage 120 208 240 277 347 480 Forward Optics (Non-Rotated) P1 20 530 38 0.32 0.18 0.15 0.15 0.10 0.08 P2 20 700 49 0.41 0.23 0.20 0.19 0.14 0.11 P3 20 1050 71 0.60 0.37 0.32 0.27 0.21 0.15 P4 20 1400 92 0.77 0.45 0.39 0.35 0.28 0.20 P5 40 700 89 0.74 0.43 0.38 0.34 0.26 0.20 P6 40 1050 134 1.13 0.65 0.55 0.48 0.39 0.29 P7 40 1300 166 1.38 0.80 0.69 0.60 0.50 0.37 Rotated Optics (Requires L90 or R90) P10 30 530 53 0.45 0.26 0.23 0.21 0.16 0.12 P11 30 700 72 0.60 0.35 0.30 0.27 0.20 0.16 P12 30 1050 104 0.88 0.50 0.44 0.39 0.31 0.23 P13 30 1300 128 1.08 0.62 0.54 0.48 0.37 0.27 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Projected LED Lumen Maintenance Controls Options Data references the extrapolated performance projections for the platforms noted in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Motion Sensor Default Settings Option Dimmed State High Level (when triggered) Phototcell Operation Dwell Time Ramp-up Time Ramp-down Time PIR or PIRH 3V (37%) Output 10V (100%) Output Enabled @ 5FC 5 min 3 sec 5 min *PIR1FC3V or PIRH1FC3V 3V (37%) Output 10V (100%) Output Enabled @ 1FC 5 min 3 sec 5 min *for use when motion sensor is used as dusk to dawn control. Nomenclature Description Functionality Primary control device Notes FAO Field adjustable output device installed inside the luminaire; wired to the driver dimming leads.Allows the luminaire to be manually dimmed, effectively trimming the light output.FAO device Cannot be used with other controls options that need the 0-10V leads DS Drivers wired independently for 50/50 luminaire operation The luminaire is wired to two separate circuits, allowing for 50/50 operation.Independently wired drivers Requires two separately switched circuits. Consider nLight AIR as a more cost effective alternative. PER5 or PER7 Twist-lock photocell receptacle Compatible with standard twist-lock photocells for dusk to dawn operation, or advanced control nodes that provide 0-10V dimming signals. Twist-lock photocells such as DLL Elite or advanced control nodes such as ROAM.Pins 4 & 5 to dimming leads on driver, Pins 6 & 7 are capped inside luminaire PIR or PIRH Motion sensors with integral photocell. PIR for 8-15' mounting; PIRH for 15-30' mounting Luminaires dim when no occupancy is detected.Acuity Controls SBGR Also available with PIRH1FC3V when the sensor photocell is used for dusk-to-dawn operation. NLTAIR2 PIRHN nLight AIR enabled luminaire for motion sensing, photocell and wireless communication.Motion and ambient light sensing with group response. Scheduled dimming with motion sensor over-ride when wirelessly connected to the nLight Eclypse. nLight Air rSDGR nLight AIR sensors can be programmed and commissioned from the ground using the ClAIRity Pro app. Ambient Lumen Multiplier 0°C 32°F 1.04 5°C 41°F 1.04 10°C 50°F 1.03 15°C 50°F 1.02 20°C 68°F 1.01 25°C 77°C 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 Operating Hours Lumen Maintenance Factor 25,000 0.96 50,000 0.92 100,000 0.85 July 5, 2022 - Page 386 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 07/19/21 Page 5 of 8 COMMERCIAL OUTDOOR Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Forward Optics Power Package LED Count Drive Current System Watts Dist.Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P1 20 530 38W T1S 4,369 1 0 1 115 4,706 1 0 1 124 4,766 1 0 1 125 T2S 4,364 1 0 1 115 4,701 1 0 1 124 4,761 1 0 1 125 T2M 4,387 1 0 1 115 4,726 1 0 1 124 4,785 1 0 1 126 T3S 4,248 1 0 1 112 4,577 1 0 1 120 4,634 1 0 1 122 T3M 4,376 1 0 1 115 4,714 1 0 1 124 4,774 1 0 1 126 T4M 4,281 1 0 1 113 4,612 1 0 2 121 4,670 1 0 2 123 TFTM 4,373 1 0 1 115 4,711 1 0 2 124 4,771 1 0 2 126 T5VS 4,548 2 0 0 120 4,900 2 0 0 129 4,962 2 0 0 131 T5S 4,552 2 0 0 120 4,904 2 0 0 129 4,966 2 0 0 131 T5M 4,541 3 0 1 120 4,891 3 0 1 129 4,953 3 0 1 130 T5W 4,576 3 0 2 120 4,929 3 0 2 130 4,992 3 0 2 131 BLC 3,586 1 0 1 94 3,863 1 0 1 102 3,912 1 0 1 103 LCCO 2,668 1 0 1 70 2,874 1 0 2 76 2,911 1 0 2 77 RCCO 2,668 1 0 1 70 2,874 1 0 2 76 2,911 1 0 2 77 P2 20 700 49W T1S 5,570 1 0 1 114 6,001 1 0 1 122 6,077 2 0 2 124 T2S 5,564 1 0 2 114 5,994 1 0 2 122 6,070 2 0 2 124 T2M 5,593 1 0 1 114 6,025 1 0 1 123 6,102 1 0 1 125 T3S 5,417 1 0 2 111 5,835 1 0 2 119 5,909 2 0 2 121 T3M 5,580 1 0 2 114 6,011 1 0 2 123 6,087 1 0 2 124 T4M 5,458 1 0 2 111 5,880 1 0 2 120 5,955 1 0 2 122 TFTM 5,576 1 0 2 114 6,007 1 0 2 123 6,083 1 0 2 124 T5VS 5,799 2 0 0 118 6,247 2 0 0 127 6,327 2 0 0 129 T5S 5,804 2 0 0 118 6,252 2 0 0 128 6,332 2 0 1 129 T5M 5,789 3 0 1 118 6,237 3 0 1 127 6,316 3 0 1 129 T5W 5,834 3 0 2 119 6,285 3 0 2 128 6,364 3 0 2 130 BLC 4,572 1 0 1 93 4,925 1 0 1 101 4,987 1 0 1 102 LCCO 3,402 1 0 2 69 3,665 1 0 2 75 3,711 1 0 2 76 RCCO 3,402 1 0 2 69 3,665 1 0 2 75 3,711 1 0 2 76 P3 20 1050 71W T1S 7,833 2 0 2 110 8,438 2 0 2 119 8,545 2 0 2 120 T2S 7,825 2 0 2 110 8,429 2 0 2 119 8,536 2 0 2 120 T2M 7,865 2 0 2 111 8,473 2 0 2 119 8,580 2 0 2 121 T3S 7,617 2 0 2 107 8,205 2 0 2 116 8,309 2 0 2 117 T3M 7,846 2 0 2 111 8,452 2 0 2 119 8,559 2 0 2 121 T4M 7,675 2 0 2 108 8,269 2 0 2 116 8,373 2 0 2 118 TFTM 7,841 2 0 2 110 8,447 2 0 2 119 8,554 2 0 2 120 T5VS 8,155 3 0 0 115 8,785 3 0 0 124 8,896 3 0 0 125 T5S 8,162 3 0 1 115 8,792 3 0 1 124 8,904 3 0 1 125 T5M 8,141 3 0 2 115 8,770 3 0 2 124 8,881 3 0 2 125 T5W 8,204 3 0 2 116 8,838 4 0 2 124 8,950 4 0 2 126 BLC 6,429 1 0 2 91 6,926 1 0 2 98 7,013 1 0 2 99 LCCO 4,784 1 0 2 67 5,153 1 0 2 73 5,218 1 0 2 73 RCCO 4,784 1 0 2 67 5,153 1 0 2 73 5,218 1 0 2 73 P4 20 1400 92W T1S 9,791 2 0 2 106 10,547 2 0 2 115 10,681 2 0 2 116 T2S 9,780 2 0 2 106 10,536 2 0 2 115 10,669 2 0 2 116 T2M 9,831 2 0 2 107 10,590 2 0 2 115 10,724 2 0 2 117 T3S 9,521 2 0 2 103 10,256 2 0 2 111 10,386 2 0 2 113 T3M 9,807 2 0 2 107 10,565 2 0 2 115 10,698 2 0 2 116 T4M 9,594 2 0 2 104 10,335 2 0 3 112 10,466 2 0 3 114 TFTM 9,801 2 0 2 107 10,558 2 0 2 115 10,692 2 0 2 116 T5VS 10,193 3 0 1 111 10,981 3 0 1 119 11,120 3 0 1 121 T5S 10,201 3 0 1 111 10,990 3 0 1 119 11,129 3 0 1 121 T5M 10,176 4 0 2 111 10,962 4 0 2 119 11,101 4 0 2 121 T5W 10,254 4 0 3 111 11,047 4 0 3 120 11,186 4 0 3 122 BLC 8,036 1 0 2 87 8,656 1 0 2 94 8,766 1 0 2 95 LCCO 5,979 1 0 2 65 6,441 1 0 2 70 6,523 1 0 3 71 RCCO 5,979 1 0 2 65 6,441 1 0 2 70 6,523 1 0 3 71 Performance Data Lumen Output July 5, 2022 - Page 387 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 07/19/21 Page 6 of 8 COMMERCIAL OUTDOOR Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Forward Optics Power Package LED Count Drive Current System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P5 40 700 89W T1S 10,831 2 0 2 122 11,668 2 0 2 131 11,816 2 0 2 133 T2S 10,820 2 0 2 122 11,656 2 0 2 131 11,803 2 0 2 133 T2M 10,876 2 0 2 122 11,716 2 0 2 132 11,864 2 0 2 133 T3S 10,532 2 0 2 118 11,346 2 0 2 127 11,490 2 0 2 129 T3M 10,849 2 0 2 122 11,687 2 0 2 131 11,835 2 0 2 133 T4M 10,613 2 0 3 119 11,434 2 0 3 128 11,578 2 0 3 130 TFTM 10,842 2 0 2 122 11,680 2 0 2 131 11,828 2 0 2 133 T5VS 11,276 3 0 1 127 12,148 3 0 1 136 12,302 3 0 1 138 T5S 11,286 3 0 1 127 12,158 3 0 1 137 12,312 3 0 1 138 T5M 11,257 4 0 2 126 12,127 4 0 2 136 12,280 4 0 2 138 T5W 11,344 4 0 3 127 12,221 4 0 3 137 12,375 4 0 3 139 BLC 8,890 1 0 2 100 9,576 1 0 2 108 9,698 1 0 2 109 LCCO 6,615 1 0 3 74 7,126 1 0 3 80 7,216 1 0 3 81 RCCO 6,615 1 0 3 74 7,126 1 0 3 80 7,216 1 0 3 81 P6 40 1050 134W T1S 14,805 3 0 3 110 15,949 3 0 3 119 16,151 3 0 3 121 T2S 14,789 3 0 3 110 15,932 3 0 3 119 16,134 3 0 3 120 T2M 14,865 3 0 3 111 16,014 3 0 3 120 16,217 3 0 3 121 T3S 14,396 3 0 3 107 15,509 3 0 3 116 15,705 3 0 3 117 T3M 14,829 2 0 3 111 15,975 3 0 3 119 16,177 3 0 3 121 T4M 14,507 2 0 3 108 15,628 3 0 3 117 15,826 3 0 3 118 TFTM 14,820 2 0 3 111 15,965 3 0 3 119 16,167 3 0 3 121 T5VS 15,413 4 0 1 115 16,604 4 0 1 124 16,815 4 0 1 125 T5S 15,426 3 0 1 115 16,618 4 0 1 124 16,828 4 0 1 126 T5M 15,387 4 0 2 115 16,576 4 0 2 124 16,786 4 0 2 125 T5W 15,506 4 0 3 116 16,704 4 0 3 125 16,915 4 0 3 126 BLC 12,151 1 0 2 91 13,090 1 0 2 98 13,255 1 0 2 99 LCCO 9,041 1 0 3 67 9,740 1 0 3 73 9,863 1 0 3 74 RCCO 9,041 1 0 3 67 9,740 1 0 3 73 9,863 1 0 3 74 P7 40 1300 166W T1S 17,023 3 0 3 103 18,338 3 0 3 110 18,570 3 0 3 112 T2S 17,005 3 0 3 102 18,319 3 0 3 110 18,551 3 0 3 112 T2M 17,092 3 0 3 103 18,413 3 0 3 111 18,646 3 0 3 112 T3S 16,553 3 0 3 100 17,832 3 0 3 107 18,058 3 0 3 109 T3M 17,051 3 0 3 103 18,369 3 0 3 111 18,601 3 0 3 112 T4M 16,681 3 0 3 100 17,969 3 0 3 108 18,197 3 0 3 110 TFTM 17,040 3 0 3 103 18,357 3 0 4 111 18,590 3 0 4 112 T5VS 17,723 4 0 1 107 19,092 4 0 1 115 19,334 4 0 1 116 T5S 17,737 4 0 2 107 19,108 4 0 2 115 19,349 4 0 2 117 T5M 17,692 4 0 2 107 19,059 4 0 2 115 19,301 4 0 2 116 T5W 17,829 5 0 3 107 19,207 5 0 3 116 19,450 5 0 3 117 BLC 13,971 2 0 2 84 15,051 2 0 2 91 15,241 2 0 2 92 LCCO 10,396 1 0 3 63 11,199 1 0 3 67 11,341 1 0 3 68 RCCO 10,396 1 0 3 63 11,199 1 0 3 67 11,341 1 0 3 68 Performance Data Lumen Output July 5, 2022 - Page 388 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 07/19/21 Page 7 of 8 COMMERCIAL OUTDOOR Performance Data Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Lumen Output Rotated Optics Power Package LED Count Drive Current System Watts Dist.Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P10 30 530 53W T1S 6,727 2 0 2 127 7,247 3 0 3 137 7,339 3 0 3 138 T2S 6,689 3 0 3 126 7,205 3 0 3 136 7,297 3 0 3 138 T2M 6,809 3 0 3 128 7,336 3 0 3 138 7,428 3 0 3 140 T3S 6,585 3 0 3 124 7,094 3 0 3 134 7,183 3 0 3 136 T3M 6,805 3 0 3 128 7,331 3 0 3 138 7,424 3 0 3 140 T4M 6,677 3 0 3 126 7,193 3 0 3 136 7,284 3 0 3 137 TFTM 6,850 3 0 3 129 7,379 3 0 3 139 7,472 3 0 3 141 T5VS 6,898 3 0 0 130 7,431 3 0 0 140 7,525 3 0 0 142 T5S 6,840 2 0 1 129 7,368 2 0 1 139 7,461 2 0 1 141 T5M 6,838 3 0 1 129 7,366 3 0 2 139 7,460 3 0 2 141 T5W 6,777 3 0 2 128 7,300 3 0 2 138 7,393 3 0 2 139 BLC 5,626 2 0 2 106 6,060 2 0 2 114 6,137 2 0 2 116 LCCO 4,018 1 0 2 76 4,328 1 0 2 82 4,383 1 0 2 83 RCCO 4,013 3 0 3 76 4,323 3 0 3 82 4,377 3 0 3 83 P11 30 700 72W T1S 8,594 3 0 3 119 9,258 3 0 3 129 9,376 3 0 3 130 T2S 8,545 3 0 3 119 9,205 3 0 3 128 9,322 3 0 3 129 T2M 8,699 3 0 3 121 9,371 3 0 3 130 9,490 3 0 3 132 T3S 8,412 3 0 3 117 9,062 3 0 3 126 9,177 3 0 3 127 T3M 8,694 3 0 3 121 9,366 3 0 3 130 9,484 3 0 3 132 T4M 8,530 3 0 3 118 9,189 3 0 3 128 9,305 3 0 3 129 TFTM 8,750 3 0 3 122 9,427 3 0 3 131 9,546 3 0 3 133 T5VS 8,812 3 0 0 122 9,493 3 0 0 132 9,613 3 0 0 134 T5S 8,738 3 0 1 121 9,413 3 0 1 131 9,532 3 0 1 132 T5M 8,736 3 0 2 121 9,411 3 0 2 131 9,530 3 0 2 132 T5W 8,657 4 0 2 120 9,326 4 0 2 130 9,444 4 0 2 131 BLC 7,187 3 0 3 100 7,742 3 0 3 108 7,840 3 0 3 109 LCCO 5,133 1 0 2 71 5,529 1 0 2 77 5,599 1 0 2 78 RCCO 5,126 3 0 3 71 5,522 3 0 3 77 5,592 3 0 3 78 P12 30 1050 104W T1S 12,149 3 0 3 117 13,088 3 0 3 126 13,253 3 0 3 127 T2S 12,079 4 0 4 116 13,012 4 0 4 125 13,177 4 0 4 127 T2M 12,297 3 0 3 118 13,247 3 0 3 127 13,415 3 0 3 129 T3S 11,891 4 0 4 114 12,810 4 0 4 123 12,972 4 0 4 125 T3M 12,290 3 0 3 118 13,239 4 0 4 127 13,407 4 0 4 129 T4M 12,058 4 0 4 116 12,990 4 0 4 125 13,154 4 0 4 126 TFTM 12,369 4 0 4 119 13,325 4 0 4 128 13,494 4 0 4 130 T5VS 12,456 3 0 1 120 13,419 3 0 1 129 13,589 4 0 1 131 T5S 12,351 3 0 1 119 13,306 3 0 1 128 13,474 3 0 1 130 T5M 12,349 4 0 2 119 13,303 4 0 2 128 13,471 4 0 2 130 T5W 12,238 4 0 3 118 13,183 4 0 3 127 13,350 4 0 3 128 BLC 10,159 3 0 3 98 10,944 3 0 3 105 11,083 3 0 3 107 LCCO 7,256 1 0 3 70 7,816 1 0 3 75 7,915 1 0 3 76 RCCO 7,246 3 0 3 70 7,806 4 0 4 75 7,905 4 0 4 76 P13 30 1300 128W T1S 14,438 3 0 3 113 15,554 3 0 3 122 15,751 3 0 3 123 T2S 14,355 4 0 4 112 15,465 4 0 4 121 15,660 4 0 4 122 T2M 14,614 3 0 3 114 15,744 4 0 4 123 15,943 4 0 4 125 T3S 14,132 4 0 4 110 15,224 4 0 4 119 15,417 4 0 4 120 T3M 14,606 4 0 4 114 15,735 4 0 4 123 15,934 4 0 4 124 T4M 14,330 4 0 4 112 15,438 4 0 4 121 15,633 4 0 4 122 TFTM 14,701 4 0 4 115 15,836 4 0 4 124 16,037 4 0 4 125 T5VS 14,804 4 0 1 116 15,948 4 0 1 125 16,150 4 0 1 126 T5S 14,679 3 0 1 115 15,814 3 0 1 124 16,014 3 0 1 125 T5M 14,676 4 0 2 115 15,810 4 0 2 124 16,010 4 0 2 125 T5W 14,544 4 0 3 114 15,668 4 0 3 122 15,866 4 0 3 124 BLC 7919 3 0 3 62 8531 3 0 3 67 8639 3 0 3 67 LCCO 5145 1 0 2 40 5543 1 0 2 43 5613 1 0 2 44 RCCO 5139 3 0 3 40 5536 3 0 3 43 5606 3 0 3 44 July 5, 2022 - Page 389 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 07/19/21 Page 8 of 8 COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D-Series Size 0 reflects the embedded high performance LED technology. It is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and pedestrian areas. CONSTRUCTION Single-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED driver is mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (0.95 ft2) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non-textured finishes. OPTICS Precision-molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K or 5000 K (70 CRI) configurations. The D-Series Size 0 has zero uplight and qualifies as a Nighttime FriendlyTM product, meaning it is consistent with the LEED® and Green GlobesTM criteria for eliminating wasteful uplight. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs mounted to metal- core circuit boards to maximize heat dissipation and promote long life (up to L85/100,000 hours at 25°C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1% failure rate. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). STANDARD CONTROLS The DSX0 LED area luminaire has a number of control options. DSX Size 0, comes standard with 0-10V dimming driver. Dusk to dawn controls can be utilized via optional NEMA twist-lock photocell receptacles. Integrated motion sensors with on-board photocells feature field-adjustable programing and are suitable for mounting heights up to 30 feet. nLIGHT AIR CONTROLS The DSX0 LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing and photocontrol functionality and is suitable for mounting heights up to 40 feet. Once commissioned using a smartphone and the easy-to- use CLAIRITY app, nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D-Series Size 0 to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D-Series Size 0 utilizes the AERISTM series pole drilling pattern (template #8). Optional terminal block and NEMA photocontrol receptacle are also available. LISTINGS UL listed to meet U.S. and Canadian standards. UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40°C to 50ºC ambient with HA option. U.S. Patent No. D672,492 S. International patent pending. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/ QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. BUY AMERICAN Product with the BAA option is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT. Please refer to www.acuitybrands.com/buy-american for additional information. WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/customer-support/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. July 5, 2022 - Page 390 of 885 © 2021 Kim Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.kimlighting.comPage 1/9 Rev. 11/17/21WDS FEATURES • -5° to +10° tilt adjustment • High performance optics deliver up to 7,500 lumens • up or down mountable without modification • Programmable occupancy sensor (dimming) • NX and SiteSync wireless controls • 130+ lumens per watt • UL/cUL listed for wet locations, IP66 Listed PHOTOMETRYBROCHUREDelivered LumensS Dimensional DrawingsWDSWALL MOUNTED DATE:LOCATION: TYPE:PROJECT: SPECIFICATIONS CONTROL TECHNOLOGY KEY DATA Lumen Range 2,855–8,567 Wattage Range 29–74 Efficacy Range (LPW)89–129 Reported Life (Hours)L70/60,000 Weight 20 lbs/9.07 kg CATALOG #: Wall Director Small RELATED PRODUCTS Wall Director Medium Downlight only, 3000K and warmer CCTs ™ CONSTRUCTION• Optical housing is a one-piece, die-cast low copper (<0.6%) aluminum alloy with integral heat sink. The housing rotates against mounting arm housing to provide -5° to 10° of adjustment with degree markers label. At 0° adjustment, lens is totally concealed from view above horizontal with fixture mounted in the downward position. • Mounting arm housing is one-piece die-cast, low copper (<0.6%) aluminum alloy with provisions for tilt mechanism. Mounting arm fastens to the mounting plate with keyhole slots freeing both hands for securing and wiring. One stainless steel socket-head screw on the tilt mechanism frees the optical housing to rotate for aiming. Tightening the screws locks the housing and lens frame together with sealing provided by a silicone gasket. For visual aiming, adjustment may be accomplished with the fixture on. • Lens Frame is a one-piece, die-cast low copper (<0.6%) aluminum alloy with integral cooling fins to dissipate driver thermal. • Bracketry and hardware shall be stainless steel. • Finish: fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) polyester powdercoat ELECTRICAL • Universal voltage, 120 through 277V with a ±10% tolerance. Driver is Underwriters Laboratories listed. • High voltage configurations, 347/480. Driver has a 0-10V dimming interface for multi-level illumination options. Driver is Underwriters Laboratories listed. • "Thermal Shield”, secondary side, thermistor provides protection for the sustainable life of LED module and electronic components • Drivers shall have greater than a 0.9 power factor, less than 20% harmonic distortion, and be suitable for operation in -40°C to 40°C ambient environments • Luminaire shall be capable of operating at 100% brightness in a 40°C environment. Both driver and optical array have integral thermal protection that will dim the luminaire upon detection of temperatures in excess of 85°C • Modular wiring harness in the service area provides user access to the dimming circuitry • Optional factory programmed dimming profile • Surge protection: 10,000k in parallel, 20,000k in series • Wiring: No. 18AWM rated 90°C, wet rating. OPTICS • LEDs mount to a metal printed circuit board assembly (MCPCB). • Optical lenses are clear injection molded PMMA acrylic. • Secondary lens is impact resistant 1/8” tempered glass with anti-reflective coating. INSTALLATION • Junction box (by others): Standard with steel, quick-mount junction box plate that mounts directly to 4” J-Box. • Mounting plate is stainless steel and features a one-piece EPDM gasket on back side of plate to firmly seal fixture to wall surface, forbidding entry of moisture and particulates. • Fixtures must be grounded in accordance with national, state and/or local electrical codes. Failure to do so may result in serious personal injury. S ERVICING • Housing should hang freely in an open service position for inspection of primary wire connections. Once in service position, the housing can be removed for service by sliding the assembly to the left (for down mounting) or to the right (for up mounting) and disconnecting the wiring plugs. • Driver assembly shall be mounted to a prewired internal tray with quick disconnects for removal. (Specifications continued on page 3) IK08 July 5, 2022 - Page 391 of 885 WDS WALL MOUNTED © 2021 Kim Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.kimlighting.comPage 2/9 Rev. 11/17/21WDS ORDERING GUIDE HOUSING WDS Model Mounting Source Wattage Light Engine Distribution WDS WallDirector Small D Down U 1 Up 24L 24 LEDs AM 6 Monochromatic Amber 3K7 3000K/70CRI 3K8 3000K/80CRI 4K7 4000K/70CRI 4K8 4000K/80CRI 5K7 5000K/70CRI 1 Type I 2 Type II 3 Type III 4W Type IV Wide 4F Type IV Forward WG 2 Wall Graze SP Spot/Column FTD 2 Forward Throw Diffuse WTD 2 Wide Throw Diffuse Voltage Fixture Finish Control Options Options Control Accessories UNV 120-277V 347 3, 10 347V 480 3, 10 480V BLS Black Gloss Smooth BLT Black Matte Textured DBS Dark Bronze Gloss Smooth DBT Dark Bronze Matte Textured GTT Graphite Matte Textured LGS Light Grey Gloss Smooth LGT Light Grey Matte Textured PSS Platinum Silver Gloss Smooth VGT Verde Green Matte Textured WHS White Gloss Smooth WHT White Matte Textured Color Option CC 8 Custom Color PC 11 Button Photocell SCP-8F 3, 4, 5, 9 Programmable Occ. Sensor (<9' height) SCP-20F 3, 4, 5, 9 Programmable Occ. Sensor (9' - 20' height) SWP 3, 4, 5, 7 SiteSync Wireless Pre-Commission NXWE 4, 5 NX Wireless Enabled EM 3 Integral Battery Backup Unit (8W) SF Single Fuse & Fuse holder DF Double Fuse & Fuse holder SCM1 1/2" Surface Conduit Mount SCM2 3/4" Surface Conduit Mount SCPREMOTE SCP configuration tool SWUSB SiteSync Software on USB SWTAB SiteSync Windows® Tablet SWBRG SiteSync Software Bridge Node Example: WDS-D-24L-30-3K7-1-UNV-BLS-PC-EM-SWUSB CATALOG # 30 30 Watts, 3000 lm 40 40 Watts, 4500 lm 60 60 Watts, 6000 lm 75 75 Watts, 7500 lm DATE:LOCATION: TYPE:PROJECT: CATALOG #: Notes: 1 Not available with EM option or with SCP,SWPM, NXSPW14 and NXSP14F sensor options. 2 WG, FTD, and WTD come with a diffused lens 3 Not available with other control options and Integral Battery Backup Unit 4 Input voltage 120-347V 5 Not available in 480V 6 Turtle friendly 7 Specify group and zone at time of order, See www.hubbelllighting.com/sitesync for more details. Order at least one SiteSync interface accessory SWUSB or SWTAB. Each option contains SiteSync License, GUI, and Bridge Node 8 Consult factory for custom color, marine and corrosive finish options 9 SCPREMOTE SCP configuration tool needed 10 Not available with 30 watt or 40 watts 11 PC not available with EM Microsoft, Encarta, MSN, and Windows are either registered trademarks or trademarks of Microsoft Corporation in the United States and/or other countries. July 5, 2022 - Page 392 of 885 © 2021 Kim Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.kimlighting.comPage 3/9 Rev. 11/17/21WDS DIMMING: • Dimming range from 100% to 10% through the use of the standard 0-10V interface on the programmable driver. • Modular wiring harness in the service area provides user access to the dimming circuitry. • Dimming circuitry compatible with 0-10V, user-defined control devices. • Optional factory programmed dimming profile. BUTTON PHOTOCELL • Optional universal voltage (120-277V) button photocontrol for dusk to dawn energy savings. Photocontrol is factory installed inside the housing with a fully gasketed sensor on the side wall. For multiple fixture mountings, one fixture is supplied with a photocell to operate the others. WIRELESS CONTROLS SITESYNC™1 • SiteSync™ wireless control system for reduction in energy and maintenance cost while optimizing light quality 24/7. See ordering information or visit www.hubbelllighting.com/products/sitesync for more details. NX DISTRIBUTED INTELIGENCETM • Hubbell Control Solutions' NX Distributed IntelligenceTM lighting control platform utilizes a Distributed Network Architecture (DNA) that connects intelligent devices including luminaires, controllers, panels, occupancy sensors, photocells, wall switches and dimmers, creating a system with an unmatched level of reliability, scalability and simplicity OPTIONAL FUSING:• SF for 120, 277, and 347 Line volts • DF for 208, 240, and 480 Line volts • Hight temperature fuse holders factory installed inside the fixture housing. • Fuse is included. OPTIONAL BACKUP BATTERY• Integral battery backup provides emergency path of egress lighting for the required 90 minutes for 0°C ambient. CAUTION: • Fixtures must be grounded in accordance with national, state and/or local electrical codes. Failure to do so may result in serious personal injury. CERTIFICATIONS AND LISTINGS• Listed to UL1598 and CSA C22.2#250.0-24 for wet locations and 40˚C ambient temperatures • IEC 66262 Mechanical Impact Code IK08 • IP66 certified • RoHS compliant • This product qualifies as a “designated country construction material” per FAR 52.225-11 Buy American-Construction Materials under Trade Agreements effective 04/16/2020. See Buy American Solutions. WARRANTY• 5 year warranty • See HLI Standard Warranty for additional information • † PRECOMMISSIONED SITESYNC ORDERING INFORMATION: When ordering a fixture with the SiteSync lighting control option, additional information will be required to complete the order. The SiteSync Commissioning Form or alternate schedule information must be completed. This form includes Project location, Group information, and Operating schedules. For more detailed information please visit www.HubbellLighting.com/products/sitesync or contact Hubbell Lighting tech support at (800) 345-4928 • Examples: WDS-D-48L-55-3K7-1-UNV-BLS-PC-SF SPECIFICATIONS (CONT') Fixture Housing 1 mA Max Gray Dimming Lead (-) Standard Input Black (+) White (-) Green (GND) Purple Dimming Lead (+) (L) (N) July 5, 2022 - Page 393 of 885 WDS WALL MOUNTED © 2021 Kim Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.kimlighting.comPage 4/9 Rev. 11/17/21WDS DATE:LOCATION: TYPE:PROJECT: CATALOG #: DIMENSIONS DELIVERED LUMENS Above / Below(Depending on mounting) Front Side Back 13.0”(330.20 mm) 8.6”(218.44 mm)13.0”(330.20 mm) 4.3”(109.22 mm) 8.9”(226.06 mm) 4.3”(109.22 mm) 6.2”(157.48 mm) Weight: 20 lbs LEDs#Drive Current Lumens Package Nominal Watts Lens Options Distribution 3000K 70CRI 4000K 70CRI 5000K 70CRI Lumen BUG Rating lm/w Lumen BUG Rating lm/w Lumen BUG Rating lm/w B U G B U G B U G 24L 350mA 3,000 30 Clear 1 3433 1 0 0 119 3519 1 0 0 122 3560 1 0 0 123 2 3351 1 0 1 116 3436 1 0 1 119 3475 1 0 1 120 3 3340 1 0 1 116 3424 1 0 1 119 3463 1 0 1 120 4F 3343 1 0 1 116 3427 1 0 1 119 3466 1 0 1 120 4W 3267 1 0 1 113 3349 1 0 1 116 3387 1 0 1 117 SP 3600 3 0 0 125 3691 3 0 0 128 3733 3 0 0 129 Diffused WG 3144 1 0 1 109 3223 2 0 1 112 3260 2 0 1 113 FTD 2855 1 0 1 99 2927 1 0 1 101 2960 1 0 1 103 WTD 3151 1 0 1 109 3230 1 0 1 112 3267 1 0 1 113 500mA 4,500 40 Clear 1 4593 1 0 0 111 4708 1 0 0 113 4762 1 0 0 115 2 4484 1 0 1 108 4596 1 0 1 111 4649 1 0 1 112 3 4468 1 0 1 108 4581 1 0 1 110 4633 1 0 1 112 4F 4472 1 0 1 108 4585 1 0 1 110 4637 1 0 1 112 4W 4370 1 0 2 105 4480 1 0 2 108 4531 1 0 2 109 SP 4817 3 0 0 116 4938 3 0 0 119 4994 3 0 0 120 Diffused WG 4206 2 0 1 101 4312 2 0 1 104 4361 2 0 1 105 FTD 3819 1 0 1 92 3915 1 0 1 94 3960 1 0 1 95 WTD 4215 1 0 1 102 4321 1 0 1 104 4371 1 0 1 105 July 5, 2022 - Page 394 of 885 WDS WALL MOUNTED © 2021 Kim Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.kimlighting.comPage 5/9 Rev. 11/17/21WDS DATE:LOCATION: TYPE:PROJECT: CATALOG #: DELIVERED LUMENS (CONTINUED) LEDs#Drive Current Lumens Package Nominal Watts Lens Options Distribution 3000K 70CRI 4000K 70CRI 5000K 70CRI Lumen BUG Rating lm/w Lumen BUG Rating lm/w Lumen BUG Rating lm/w B U G B U G B U G 24L 725mA 6,000 60 Clear 1 6333 1 0 1 108 6492 1 0 1 111 6566 1 0 1 112 2 6182 1 0 1 106 6338 1 0 1 108 6410 1 0 1 110 3 6161 1 0 2 105 6316 1 0 2 108 6388 1 0 2 109 4F 6166 1 0 2 105 6321 1 0 2 108 6393 1 0 2 109 4W 6025 1 0 2 103 6177 1 0 2 106 6248 1 0 2 107 SP 6641 4 0 0 114 6808 4 0 0 116 6886 4 0 0 118 Diffused WG 5800 2 0 1 99 5945 2 0 1 102 6013 2 0 1 103 FTD 5266 1 0 1 90 5398 2 0 1 92 5460 2 0 1 93 WTD 5812 1 0 1 99 5958 1 0 1 102 6026 1 0 1 103 925mA 7,500 75 Clear 1 7879 1 0 1 106 8077 1 0 1 109 8170 1 0 1 110 2 7692 1 0 1 104 7885 1 0 1 107 7975 1 0 2 108 3 7665 1 0 2 104 7858 1 0 2 106 7948 1 0 2 107 4F 7672 1 0 2 104 7865 1 0 2 106 7955 1 0 2 107 4W 7497 1 0 2 101 7685 1 0 2 104 7773 1 0 2 105 SP 8263 4 0 0 112 8471 4 0 0 114 8567 4 0 0 116 Diffused WG 7216 3 0 1 98 7397 3 0 1 100 7482 3 0 1 101 FTD 6552 2 0 1 89 6717 2 0 1 91 6793 2 0 2 92 WTD 7231 2 0 1 98 7413 2 0 1 100 7498 2 0 1 101 July 5, 2022 - Page 395 of 885 WDS WALL MOUNTED © 2021 Kim Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.kimlighting.comPage 6/9 Rev. 11/17/21WDS PHOTOMETRY WDS-D-24L-75-4K7-1 WDS-D-24L-75-4K7-2 WDS-D-24L-75-4K7-3 LUMINAIRE DATA LUMINAIRE DATA LUMINAIRE DATA ISOFOOT CANDLE PLOT ISOFOOT CANDLE PLOT ISOFOOT CANDLE PLOT Description 4000K, 70CRI Delivered Lumens 8077 Watts 74 Efficacy 109.1IES Type I BUG Rating B1-U0-G1 Mounting Height 15 ft Grid Scale 15 ft ZONAL LUMEN SUMMARY Zone Lumens % Luminaire Downward Street Side 7166 88.7% Downward House Side 912 11.3% Downward Total 8077 100% Upward Street Side 0 0% Upward House Side 0 0% Upward Total 0 0% Total Flux 8077 100% Description 4000K, 70CRI Delivered Lumens 7885 Watts 74Efficacy106.6 IES Type II BUG Rating B1-U0-G1 Mounting Height 15 ftGrid Scale 15 ft ZONAL LUMEN SUMMARY Zone Lumens % Luminaire Downward Street Side 6393 81.1% Downward House Side 1492 18.9% Downward Total 7885 100% Upward Street Side 0 0% Upward House Side 0 0% Upward Total 0 0% Total Flux 7885 100% Description 4000K, 70CRI Delivered Lumens 7858Watts74 Efficacy 106.2 IES Type III BUG Rating B1-U0-G2Mounting Height 15 ft Grid Scale 15 ft ZONAL LUMEN SUMMARY Zone Lumens % Luminaire Downward Street Side 6551 83.4% Downward House Side 1307 16.6% Downward Total 7858 100% Upward Street Side 0 0% Upward House Side 0 0% Upward Total 0 0% Total Flux 7858 100% 4 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 July 5, 2022 - Page 396 of 885 WDS WALL MOUNTED © 2021 Kim Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.kimlighting.comPage 7/9 Rev. 11/17/21WDS PHOTOMETRY WDS-D-24L-75-4K7-4F WDS-D-24L-75-4K7-4W WDS-D-24L-75-4K7-FTD LUMINAIRE DATA LUMINAIRE DATA LUMINAIRE DATA ISOFOOT CANDLE PLOT ISOFOOT CANDLE PLOT ISOFOOT CANDLE PLOT Description 4000K, 70CRI Delivered Lumens 7865Watts74 Efficacy 106.3 IES Type III BUG Rating B1-U0-G2Mounting Height 15 ft Grid Scale 15 ft ZONAL LUMEN SUMMARY Zone Lumens % Luminaire Downward Street Side 6782 86.2% Downward House Side 1083 13.8% Downward Total 7865 100% Upward Street Side 0 0% Upward House Side 0 0% Upward Total 0 0% Total Flux 7865 100% Description 4000K, 70CRIDelivered Lumens 7685Watts74 Efficacy 103.9 IES Type IIIBUG Rating B1-U0-G2 Mounting Height 15 ft Grid Scale 15 ft ZONAL LUMEN SUMMARY Zone Lumens % Luminaire Downward Street Side 6794 88.4% Downward House Side 892 11.6% Downward Total 7685 100% Upward Street Side 0 0% Upward House Side 0 0% Upward Total 0 0% Total Flux 7685 100% Description 4000K, 70CRI Delivered Lumens 6717 Watts 74 Efficacy 90.8IES Type III BUG Rating B2-U0-G1 Mounting Height 15 ft Grid Scale 15 ft ZONAL LUMEN SUMMARY Zone Lumens % Luminaire Downward Street Side 4462 66.4% Downward House Side 2255 33.6% Downward Total 6717 100% Upward Street Side 0 0% Upward House Side 0 0% Upward Total 0 0% Total Flux 6717 100% 4 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 July 5, 2022 - Page 397 of 885 WDS WALL MOUNTED © 2021 Kim Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.kimlighting.comPage 8/9 Rev. 11/17/21WDS PHOTOMETRY WDS-D-24L-75-4K7-SP WDS-D-24L-75-4K7-WG WDS-D-24L-75-4K7-WTD LUMINAIRE DATA LUMINAIRE DATA LUMINAIRE DATA ISOFOOT CANDLE PLOT ISOFOOT CANDLE PLOT ISOFOOT CANDLE PLOT Description 4000K, 70CRI Delivered Lumens 8471 Watts 74Efficacy114.5IES Type VS BUG Rating B4-U0-G0 Mounting Height 15 ftGrid Scale 15 ft ZONAL LUMEN SUMMARY Zone Lumens % Luminaire Downward Street Side 4236 50.0% Downward House Side 4236 50.0% Downward Total 8471 100% Upward Street Side 0 0% Upward House Side 0 0% Upward Total 0 0% Total Flux 8471 100% Description 4000K, 70CRI Delivered Lumens 7396 Watts 74Efficacy99.9 IES Type I BUG Rating B3-U0-G1Mounting Height 15 ft Grid Scale 15 ft ZONAL LUMEN SUMMARY Zone Lumens % Luminaire Downward Street Side 4931 66.7% Downward House Side 2465 33.3% Downward Total 7396 100% Upward Street Side 0 0% Upward House Side 0 0% Upward Total 0 0% Total Flux 7396 100% Description 4000K, 70CRIDelivered Lumens 7413Watts74 Efficacy 100.2 IES Type IBUG Rating B2-U0-G1 Mounting Height 15 ft Grid Scale 15 ft ZONAL LUMEN SUMMARY Zone Lumens % Luminaire Downward Street Side 5341 72.1% Downward House Side 2072 27.9% Downward Total 7413 100% Upward Street Side 0 0% Upward House Side 0 0% Upward Total 0 0% Total Flux 7413 100% 4 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 July 5, 2022 - Page 398 of 885 WDS WALL MOUNTED © 2021 Kim Lighting, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd • Greenville, SC 29607 / Tel 864.678.1000 / Website www.kimlighting.comPage 9/9 Rev. 11/17/21WDS 0% 20% 40% 60% 80% 100% 380 430 480 530 580 630 680 730 780Relative PowerWavelength (nm) Reference Source Test Source SPECTRAL POWER DISTRIBUTION COMPARISONSPECTRAL POWER DISTRIBUTION COMPARISON ELECTRICAL DATA TM-30 DATA COLOR VECTOR GRAPHIC SPECTRAL POWER DISTRIBUTION COMPARISONTEST SOURCE Reference Illuminant Test Source DATE:LOCATION: TYPE:PROJECT: CATALOG #: Rf 68 Rg 99 CCT(K)3947 DUV 0.0004x0.3831 y 0.3793 CIE Ra 72 Wavelength (nm)Relative PowerReference Illuminant Test Source COLORVECTOR GRAPHIC Dimming Drive Current System Watts Line Voltage Amps AC Min. Power Factor Max THD (%)Dimming Range Source current out of 0-10V Absolute voltage range on 0-10V (+) Min Max Min MaxVACHz120208240277347480 350mA 29 120-480 50/60 0.24 0.14 0.12 0.10 0.08 0.06 >0.9 20 10% to 100%0mA 1mA 0V 10V500mA420.38 0.22 0.19 0.16 0.13 0.09 725mA 59 0.48 0.27 0.24 0.21 0.16 0.12 925mA 74 0.67 0.39 0.34 0.29 0.23 0.17 TM-21 Lifetime Calculation - Projected Lumen Maintenance (25°C / 77°C) Ambient Temp.0 25,000 36,000 50,000 100,000 Reported L70 25°C / 77°F 100%97%95%93%86%60khrs40°C / 104°F 100%92%89%86%75% CRI Lumen Multiplier CCT 70 CRI 80 CRI 90 CRI 3000K 1 0.9119 0.7033 4000K 1 0.8941 0.734 5000K 1 0.879 0.7712 Amber Multiplier CCT Multiplier 5000K 1 AM 0.1727 2700K Multiplier CCT Multiplier 5000K 1 2700K 0.897 July 5, 2022 - Page 399 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2011-2022 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF1 Flood LED Rev. 03/01/22 Page 1 of 8 COMMERCIAL OUTDOOR Catalog Number Notes Type Hit the Tab key or mouse over the page to see all interactive elements. RSXF1 LEDFloodlight Specifications Introduction The new RSXF LED Flood family delivers maximum value by providing significant energy savings, long life and outstanding photometric performance at an affordable price. The RSXF1 delivers 7,000 to 17,000 lumens allowing it to replace 70W to 400W HID floodlights. The RSXF features an adjustable integral slipfitter that allows the luminaire to be mounted on a 2-3/8” OD tenon. Integral cover/wire box serves as an approved splice compartment allowing for fast, easy mounting and wiring without opening the electrical compartment. A yoke and other mounting configurations are available. EPA (ft2@45°):2.1 ft2 (0.2 m2) Length:20.7" (52.6 cm) Width:13.3” (33.8 cm) Height:3.0" (7.6 cm) Main Body7.6” (19.3 cm ) Arm Weight (max):31 lbs (14.1 kg) Options Finish Shipped Installed PE Photocontrol, button style 6, 8 PEX Photocontrol external threaded, adjustable 7, 8 PER7 Seven-wire twist-lock receptacle only (no controls) 8, 9, 10,11 CE34 Conduit entry 3/4” NPT (Qty 2) SF Single fuse (120, 277, 347) 3 DF Double fuse (208, 240, 480) 3 SPD20KV 20KV Surge pack (10KV standard) FAO Field adjustable output 8,11 DMG 0-10V dimming extend out back of housing for external control (control ordered separate) 8,11 Shipped Separately (requires some field assembly) FV Full Visor (360° around light aperture) UBV Upper/bottom visor BS Bird Spikes 12 Shipped Installed *Standalone and Networked Sensors/Controls (factory default settings, see table page 5) NLTAIR2 nLight AIR generation 2 11,13,14 PIRHN Networked, Bi-Level motion/ambient sensor (for use with NLTAIR2) 8,11,13,15 BAA Buy America(n) Act Compliant *Note: PIRHN with nLight Air can be used as a standalone or networked solution. Sensor coverage pattern is affected when luminaire is tilted. DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured Dark Bronze DBLBXD Textured Black DNATXD Textured Natural Aluminum DWHGXD Textured White WW Ordering Information EXAMPLE: RSXF1 LED P4 40K WFL MVOLT IS DDBXD RSXF1 LED Series Performance Package Color Temperature Distribution Voltage Mounting RSXF1 LED P1 P2 P3 P4 30K 3000K 40K 4000K 50K 5000K AWFD Area Wide Forward WFL Wide Flood MFL Medium Flood NFL Narrow Flood SP Spot NSP Narrow Spot MVOLT (120V-277V) 1 HVOLT (347V-480V) 2 XVOLT (277V-480V) 4 (use specific voltage for options as noted) 120 3 277 3 208 3 347 3 240 3 480 3 IS Adjustable slipfitter (fits 2-3/8” OD tenon) 5 YKC62 Yoke with 16-3 SO cord, 2ft 5 AASP Adjustable tilt arm square pole mounting 5 AARP Adjustable tilt arm round pole mounting 5 AAWB Adjustable tilt arm with wall bracket 5 AAWSC Adjustable tilt arm wall bracket and surface conduit box 5 L W H Buy American July 5, 2022 - Page 400 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2011-2022 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF1 Flood LED Rev. 03/01/22 Page 2 of 8 COMMERCIAL OUTDOOR Ordering Information AccessoriesOrdered and shipped separately. RSXF1FV U Full visor (specify finish) RSXF1UBV U Upper/bottom visor (specify finish) RSXWBA U RSX WBA wall bracket (specify finish) RSXSCB U RSX Surface conduit box (specify finish, for use with WBA, WBA not included) DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 16 DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 16 DLL480F 1.5 CUL JU Photocell -SSL twist-lock (480V) 16 DSHORT SBK U Shorting cap 16 NOTES1 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz).2 HVOLT driver operates on any line voltage from 347-480V (50/60 Hz).3 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V.4 XVOLT driver not available with P1 or P2. XVOLT driver operates on any line voltage from 277V-480V (50/60 Hz). XVOLT not available with fusing (SF or DF) and not available with PE or PEX. 5 Maximum tilt is 90° above horizontal.6 Requires MOVLT or 347V.7 Requires 120V, 208V, 240V, 277V or 347V.8 Not available in combination with other light sensing control options (following options cannot be combined: PE, PEX, PER7, FAO, DMG, PIRHN). 9 Twistlock photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. Dimming leads capped for future use.10 For units with option PER7, the mounting must be restricted to +/- 45° from horizontal aim per ANSI C136.10-2010.11 Two or more of the following options cannot be combined including DMG, PER7, FAO and PIRHN.12 Must be ordered with fixture for factory pre-drilling. 13 Must be ordered with PIRHN. 14 Requires MVOLT or HVOLT.15 Must be ordered with NLTAIR2. For additional information on PIRHN visit here.16 Requires luminaire to be specified with PER7 option. Ordered and shipped as a separate line item from Acuity Brands Controls. UBV Visor - Top Mounted UBV Visor - Bottom Mounted Full Visor - 360° External Shields Pole/Mounting Informatiion Accessories including bullhorns, cross arms and other adpaters are available under the accessories tab at Lithonia’s Outdoor Poles and Arms product page. Click here to visit Accessories. RSXF1 - Luminaire EPA EPA (ft2) Fixture Quantity & Mounting Configuration Single 2 @ 90 2 @ 180 3 @ 90 3 @ 120 4 @ 90 2 Side by Side 3 Side by Side 4 Side by Side Mounting Type Tilt IS - Integral Slipfitter YK - Yoke AASP/AARP - Adjustable Arm Square/Round Pole 0 °0.57 1.03 1.05 1.52 1.36 2.03 1.31 1.7 2.26 10°0.68 1.34 1.33 2 1.74 2.64 1.35 2.03 2.71 20°0.87 1.71 1.73 2.56 2.26 3.42 1.75 2.62 3.49 30°1.24 2.19 2.3 3.21 2.87 4.36 2.49 3.73 4.97 40°1.81 2.68 2.98 3.85 3.68 5.3 3.62 5.43 7.24 45°2.11 2.92 3.44 4.2 4.08 5.77 4.22 6.33 8.44 50°2.31 3.17 3.72 4.52 4.44 6.26 4.62 6.94 9.25 60°2.71 3.66 4.38 5.21 5.15 7.24 5.43 8.14 10.86 70°2.78 3.98 4.54 5.67 5.47 7.91 5.52 8.27 11.03 80°2.76 4.18 4.62 5.97 5.76 8.31 5.51 8.27 11.03 90°2.73 4.25 4.64 6.11 5.91 8.47 5.45 8.18 10.97 *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data. HANDHOLE ORIENTATION AHandhole B C D RSXF ADJUSTABLE ARM 5.25” 2.65” Top of Pole 0.563” 2.650” 1.325”0.400”(2 PLCS) Template #8 RSX POLE DRILLING Tenon O.D.RSX Mounting Single 2 @ 180 2 @ 90 3 @ 120 3 @ 90 4 @ 90 2 - 3/8"AARP AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 320 AS3-5 390 AS3-5 490 2 - 7/8"AARP AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4" AARP AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Round Tenon Mount - Pole Top Slipfitters Drilling Template Mounting Option Single 2 @ 180 2 @ 90 3 @ 120 3 @ 90 4 @ 90 Head Location Side B Side B & D Side B & C Round Pole Only Side B, C & D Side A, B, C & D #8 Drill Nomenclature DM19AS DM28AS DM29AS DM32AS DM39AS DM49AS Drill Side Location by Configuration Type July 5, 2022 - Page 401 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2011-2022 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF1 Flood LED Rev. 03/01/22 Page 3 of 8 COMMERCIAL OUTDOOR To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s RSX Area homepage. Photometric Diagrams Isofootcandle plots for the RSXF1 LED P4 40K. Distances are in units of mounting height (20’). LEGEND 0.1 fc 0.5 fc 1.0 fc Luminaires tilted at 45˚ Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ C ] - RSXF1 LED P4 40K WFL Manufacturer Acuity Brands Configuration Single Lamp Lumens 16446 Orientation Single Lamp Quantity 1 Mounting Height 20 Light Loss Factor 1 Arm Length 1 Input Power 133.1 Tilt 45 Max Illuminance 6 Area > 0.5fc 5344 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 WFLWFL 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 7 0654321 1 2 3 4 5 6 7 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ B ] - RSXF1 LED P4 40K MFL Manufacturer Acuity Brands Configuration Single Lamp Lumens 17151 Orientation Single Lamp Quantity 1 Mounting Height 20 Light Loss Factor 1 Arm Length 1 Input Power 133.1 Tilt 45 Max Illuminance 14 Area > 0.5fc 4613 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 MFLMFL 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 7 0654321 1 2 3 4 5 6 7 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ A ] - RSXF1 LED P4 40K AWFD Manufacturer Acuity Brands Configuration Single Lamp Lumens 16786 Orientation Single Lamp Quantity 1 Mounting Height 20 Light Loss Factor 1 Arm Length 1 Input Power 133.1 Tilt 45 Max Illuminance 7 Area > 0.5fc 6300 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 AWFDAWFD 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 7 0654321 1 2 3 4 5 6 7 Luminaires tilted at 0˚ Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ D ] - RSXF1 LED P4 40K NFL Manufacturer Acuity Brands Configuration Single Lamp Lumens 16554 Orientation Single Lamp Quantity 1 Mounting Height 20 Light Loss Factor 1 Arm Length 1 Input Power 133.1 Tilt 0 Max Illuminance 60 Area > 0.5fc 1913 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 NFLNFL 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 7 0654321 1 2 3 4 5 6 7 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ E1 ] - RSXF1 LED P4 40K SP Manufacturer Acuity Brands Configuration Single Lamp Lumens 16022 Orientation Single Lamp Quantity 1 Mounting Height 20 Light Loss Factor 1 Arm Length 1 Input Power 133.1 Tilt 0 Max Illuminance 119 Area > 0.5fc 1856 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 SPSP 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 7 0654321 1 2 3 4 5 6 7 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ E ] - RSXF1 LED P4 40K NSP Manufacturer Acuity Brands Configuration Single Lamp Lumens 16304 Orientation Single Lamp Quantity 1 Mounting Height 20 Light Loss Factor 1 Arm Length 1 Input Power 133.1 Tilt 0 Max Illuminance 200 Area > 0.5fc 1238 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 NSPNSP 7 6 5 4 3 2 1 0 -1 -2 -3 -4 -5 -6 -7 7 0654321 1 2 3 4 5 6 7 July 5, 2022 - Page 402 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2011-2022 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF1 Flood LED Rev. 03/01/22 Page 4 of 8 COMMERCIAL OUTDOOR Performance Data Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-50°C (32-122°F). Ambient Ambient Lumen Multiplier 0°C 32°F 1.05 5°C 41°F 1.04 10°C 50°F 1.03 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 45°C 113°F 0.96 50°C 122°F 0.95 Current (A) Performance Package System Watts (W)120V 208V 240V 277V 347V 480V P1 51W 0.42 0.25 0.21 0.19 0.14 0.11 P2 72W 0.60 0.35 0.30 0.26 0.21 0.15 P3 109W 0.91 0.52 0.45 0.39 0.31 0.23 P4 133W 1.11 0.64 0.55 0.48 0.38 0.27 Electrical Load Values calculated according to IESNA TM-21-11 methodology and valid up to 40°C. Operating Hours 50,000 75,000 100,000 Lumen Maintenance Factor >0.97 >0.95 >0.92 Projected LED Lumen Maintenance Performance Package System Watts Distribution. Type Field Angle Beam Angle 30K (3000K, 70 CRI)40K (4000K, 70 CRI)50K (5000K, 70 CRI) ˚H ˚V ˚H ˚V Lumens LPW Max CD Lumens LPW Max CD Lumens LPW Max CD P1 51W AWFD 119 120 69 41 6,660 131 5,455 7,318 143 5,994 7,318 143 5,994 WFL 133 129 116 80 6,525 128 2,778 7,169 141 3,052 7,169 141 3,052 MFL 105 110 91 96 6,805 133 3,089 7,477 147 3,394 7,477 147 3,394 NFL 78 79 44 45 6,568 129 9,712 7,216 141 10,670 7,216 141 10,670 SP 48 48 27 27 6,357 125 20,249 6,984 137 22,246 6,984 137 22,246 NSP 42 44 19 21 6,469 127 34,157 7,107 139 37,525 7,107 139 37,525 P2 72W AWFD 119 120 69 41 9,235 128 7,565 10,146 141 8,311 10,146 141 8,311 WFL 133 129 116 80 9,048 126 3,852 9,941 138 4,232 9,941 138 4,232 MFL 105 110 91 96 9,436 131 4,284 10,367 144 4,707 10,367 144 4,707 NFL 78 79 44 45 9,107 126 13,466 10,006 139 14,795 10,006 139 14,795 SP 48 48 27 27 8,814 122 28,076 9,684 135 30,847 9,684 135 30,847 NSP 42 44 19 21 8,969 125 47,357 9,854 137 52,030 9,854 137 52,030 P3 109W AWFD 119 120 69 41 13,149 121 10,771 14,447 133 11,834 14,447 133 11,834 WFL 133 129 116 80 12,883 118 5,485 14,154 130 6,026 14,154 130 6,026 MFL 105 110 91 96 13,435 123 6,099 14,761 135 6,701 14,761 135 6,701 NFL 78 79 44 45 12,967 119 19,174 14,247 131 21,066 14,247 131 21,066 SP 48 48 27 27 12,550 115 39,976 13,789 127 43,923 13,789 127 43,923 NSP 42 44 19 21 12,771 117 67,432 14,031 129 74,085 14,031 129 74,085 P4 133W AWFD 119 120 69 41 15,279 115 12,515 16,786 126 13,750 16,786 126 13,750 WFL 133 129 116 80 14,969 113 6,373 16,446 124 7,002 16,446 124 7,002 MFL 105 110 91 96 15,611 117 7,087 17,151 129 7,786 17,151 129 7,786 NFL 78 79 44 45 15,067 113 22,279 16,554 124 24,478 16,554 124 24,478 SP 48 48 27 27 14,583 110 46,452 16,022 120 51,036 16,022 120 51,036 NSP 42 44 19 21 14,839 112 78,351 16,304 123 86,086 16,304 123 86,086 Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. July 5, 2022 - Page 403 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2011-2022 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF1 Flood LED Rev. 03/01/22 Page 5 of 8 COMMERCIAL OUTDOOR Dimensions L W H Length: 20.7” (52.7 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 7.6” (19.3 cm) Arm RSXF1 with Adjustable Slipfitter (IS) 7/8" KO - fits 1/2" NPT water- tight fitting L W H Length: 20.5” (52.1 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body RSXF1 with Yoke (YKC62) Yoke (YK) Mounting Detail 2.51.26 .51 .63 July 5, 2022 - Page 404 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2011-2022 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF1 Flood LED Rev. 03/01/22 Page 6 of 8 COMMERCIAL OUTDOOR Dimensions L W H Length: 25.3” (65.3 cm) AASP 26.3” (66.8 cm) AARP Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 7.2” (18.2 cm) Arm RSXF1 with Adjustable Tilt Arm - Square or Round Pole (AASP or AARP) NOTE: RPA - Round Pole mount can also be used to mount on square poles by omitting the round pole adapter plate shown here. 7/8" KO - fits 1/2" NPT water- tight fitting Notes AASP: Requires 3.0" min. square pole for 1 at 90°. Requires 3.5" min. square pole for mounting 2, 3, 4 at 90°. AARP: Requires 3.2" min. dia. round pole for 2, 3, 4 at 90°. Requires 3.0" min. dia. round pole for mounting 1 at 90°, 2 at 180°, 3 at 120°. L W H Length: 27.1” (68.8 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 8.9” (22.6 cm) Arm RSXF1 with Adjustable Tilt Arm with Wall Bracket (AAWB) Wall Bracket (WBA) Mounting Detail 4.5 7.0 7/8" KO - fits 1/2" NPT water- tight fitting July 5, 2022 - Page 405 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2011-2022 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF1 Flood LED Rev. 03/01/22 Page 7 of 8 COMMERCIAL OUTDOOR Dimensions L W H Length: 28.8” (73.2 cm) Width: 13.3” (33.8 cm) Height: 3.0” (7.6 cm) Main Body 9.2” (23.4 cm) Arm RSXF1 with Adjustable Tilt Arm with Wall Bracket and Surface Conduit Box (AAWSC) Additional Reference Drawings Surface Conduit Box (SCB) Mounting Detail 4.4 7.0 3/4" NPT taps with plugs - Qty (4) provided 7/8" KO - fits 1/2" NPT water- tight fitting Option CE34 Reference Dimensions July 5, 2022 - Page 406 of 885 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.acuitybrands.com © 2011-2022 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSXF1 Flood LED Rev. 03/01/22 Page 8 of 8 COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE The RSX LED flood family is designed to provide a long-lasting, energy-efficient solution for the one-for-one replacement of existing metal halide or high pressure sodium lighting. The RSXF1 delivers 7,000 to 17,000 lumens and is ideal for replacing 70W to 400W HID floodlights in parking lots and other area lighting applications. CONSTRUCTION The RSX LED flood luminaire features a rugged die-cast aluminum main body that uses heat- dissipating fins and flow-through venting to provide optimal thermal management that both enhances LED performance and extends component life. Integral adjustable slipfitter mounts on a 2 3/8” OD tenon. The adjustable slipfitter has an integral junction box for easy installation. The light engines and housing are sealed against moisture and environmental contaminants to IP66. The low-profile design results in a low EPA, allowing pole optimization. Vibration rated per ANSI 136.31: RSXF and mountings rated for 3G vibration include IS, YK, AASP and AARP. RSXF and mountings rated for 1.5G vibration include AAWB and AAWSC. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures superior adhesion as well as a minimum finish thickness of 3 mils. The result is a high-quality finish that is warrantied not to crack or peel. OPTICS Precision acrylic refractive lenses are engineered for superior application efficiency, distributing the light to where it is needed most. Available in short and wide pattern distributions including Wide Flood, Medium Flood, Narrow Flood, Spot, Narrow Spot and an Area Wide/Forward distribution pattern featuring a strong forward throw reach that is ideal for lighting large areas from the perimeter. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs mounted on metal-core circuit boards and aluminum heat sinks to maximize heat dissipation. Light engines are IP66 rated. LED lumen maintenance is >L92/100,000 hours. CCT’s of 3000K, 4000K and 5000K (minimum 70 CRI) are available. Class 1 electronic drivers ensure system power factor >90% and THD <20%. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/ IEEE C62.41.2). STANDARD CONTROLS The RSX LED flood luminaire has a wide assortment of control options. Dusk to dawn controls include MVOLT and 347V button-type photocells and NEMA twist-lock photocell receptacles. nLIGHT AIR CONTROLS The RSXF LED flood luminaire is also available with nLight® AIR which can be used for simple motion occupancy dimming or for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing with photocontrol functionality and is suitable for mounting heights up to 40 feet. No commissioning is required when using factory default settings that provide basic stand-alone motion occupancy dimming that is switched on and off with a built-in photocell. See chart above for motion sensor default out-of-box settings. For more advanced wireless functionality, such as group dimming, nLight AIR can be commissioned using a smartphone and the easy-to-use CLAIRITY app. nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. INSTALLATION The integral “IS” mount offers an adjustable slipfitter that mounts on a 2 3/8” OD tenon. The adjustable slipfitter has an integral junction box and offers easy installation, wiring and precision distribution pattern aiming. A steel yoke mount is also available and includes a water-tight cord grip and cord. Additional mountings are available including an adjustable tilt arm for direct-to- pole and wall and a surface conduit box for wall mount applications. All mountings are adjustable in 5° increments. RSXF is not rated for tilting above 90° or mounting within 4 feet of ground. Can be tilted up to 90° above horizontal. LISTINGS CSA Certified to meet U.S. and Canadian standards. Suitable for wet locations. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. U.S Patent No. D882,156S BUY AMERICAN Product with the BAA option is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT. Please refer to www.acuitybrands.com/buy-american for additional information. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. PIRHN nLight Sensor Coverage Pattern nLight PIRHN Top Side nLight Control - Sensor Coverage and Settings Motion Sensor Default Settings - Option PIRHN Option Dimmed State (unoccupied)High Level (when occupied)Photocell Operation Dwell Time (occupancy time delay)Ramp-up Time (from unoccupied to occupied)Ramp-down Time (from occupied to unoccupied) PIRHN Approx. 30% Output 100% Output Enabled @ 1.5FC 7.5 minutes 3 seconds 5 minutes *Note: PIRHN default settings including photocell set-point, high/low dim rates, and occupancy sensor time delay are all configurable using the Clairity Pro App. July 5, 2022 - Page 407 of 885 Series Color Temperature Voltage Options Finish WPX1 LED P1 WPX1 LED P2 WPX2 LED WPX3 LED 1,550 Lumens, 11W 1 2,900 Lumens, 24W 6,000 Lumens, 47W 9,200 Lumens, 69W 30K 3000K 40K 4000K 50K 5000K MVOLT 120V - 277V 347 347V 3 (blank)None E4WH Emergency battery backup, CEC compliant (4W, 0ºC min) 2 E14WC Emergency battery backup, CEC compliant (14W, -20ºC min) 2 PE Photocell 3 DDBXD Dark bronze DWHXD White DBLXD Black Note : For other options, consult factory. Note: The lumen output and input power shown in the ordering tree are average representations of all configuration options. Specific values are available on request. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2020-2022 Acuity Brands Lighting, Inc. All rights reserved. WPX LED Rev. 03/08/22 COMMERCIAL OUTDOOR WPX LED Wall Packs Ordering Information EXAMPLE: WPX2 LED 40K MVOLT DDBXD NOTES 1. All WPX wall packs come with 6kV surge protection standard, except WPX1 LED P1 package which comes with 2.5kV surge protection standard. Add SPD6KV option to get WPX1 LED P1 with 6kV surge protection. Sample nomenclature: WPX1 LED P1 40K MVOLT SPD6KV DDBXD 2. Battery pack options only available on WPX1 and WPX2. 3. Battery pack options not available with 347V and PE options. Catalog Number Notes Type Hit the Tab key or mouse over the page to see all interactive elements. Introduction The WPX LED wall packs are energy-efficient, cost- effective, and aesthetically appealing solutions for both HID wall pack replacement and new construction opportunities. Available in three sizes, the WPX family delivers 1,550 to 9,200 lumens with a wide, uniform distribution. The WPX full cut-off solutions fully cover the footprint of the HID glass wall packs that they replace, providing a neat installation and an upgraded appearance. Reliable IP66 construction and excellent LED lumen maintenance ensure a long service life. Photocell and emergency egress battery options make WPX ideal for every wall mounted lighting application. Specifications FEATURES & SPECIFICATIONS INTENDED USE The WPX LED wall packs are designed to provide a cost-effective, energy-efficient solution for the one-for-one replacement of existing HID wall packs. The WPX1, WPX2 and WPX3 are ideal for replacing up to 150W, 250W, and 400W HID luminaires respectively. WPX luminaires deliver a uniform, wide distribution. WPX is rated for -40ºC to 40ºC. CONSTRUCTION WPX feature a die-cast aluminum main body with optimal thermal management that both enhances LED efficacy and extends component life. The luminaires are IP66 rated, and sealed against moisture or environmental contaminants. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs and LED lumen maintenance of L90/100,000 hours. Color temperature (CCT) options of 3000K, 4000K and 5000K with minimum CRI of 70. Electronic drivers ensure system power factor >90% and THD <20%. All luminaires have 6kV surge protection (Note: WPX1 LED P1 package comes with a standard surge protection rating of 2.5kV. It can be ordered with an optional 6kV surge protection). All photocell (PE) operate on MVOLT (120V - 277V) input. Note: The standard WPX LED wall pack luminaires come with field-adjustable drive current feature. This feature allows tuning the output current of the LED drivers to adjust the lumen output (to dim the luminaire). INSTALLATION WPX can be mounted directly over a standard electrical junction box. Three 1/2 inch conduit ports on three sides allow for surface conduit wiring. A port on the back surface allows poke-through conduit wiring on surfaces that don't have an electrical junction box. Wiring can be made in the integral wiring compartment in all cases. WPX is only recommended for installations with LEDs facing downwards. LISTINGSCSA Certified to meet U.S. and Canadian standards. Suitable for wet locations. IP66 Rated. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25°C. Specifications subject to change without notice. Front View Side View w D u L ---- :::c: <( B Luminaire Height (H)Width (W)Depth (D)Side Conduit Location WeightAB WPX1 8.1” (20.6 cm)11.1” (28.3 cm)3.2” (8.1 cm)4.0” (10.3 cm)0.6” (1.6 cm)6.1 lbs (2.8kg) WPX2 9.1” (23.1 cm)12.3” (31.1 cm)4.1” (10.5 cm)4.5” (11.5 cm)0.7” (1.7 cm)8.2 lbs (3.7kg) WPX3 9.5” (24.1 cm)13.0” (33.0 cm)5.5” (13.7 cm)4.7” (12.0 cm)0.7” (1.7 cm)11.0 lbs (5.0kg) July 5, 2022 - Page 408 of 885 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ B ] - WPX1 LED P2 30K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 2748 Orientation SingleLamp Quantity 1 Mounting Height 12Light Loss Factor 1 Arm Length 1 Input Power 24 Tilt 0 Max Illuminance 5 Area > 0.5fc 1344 Page 1 of 1Template Print 4/15/2020https://www.visual-3d.com/tools/template/Print.aspx?SessionID=7379918 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ C ] - WPX2 LED 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 5895 Orientation SingleLamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 47.8 Tilt 0Max Illuminance 11 Area > 0.5fc 1825 Page 1 of 1Template Print Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ D ] - WPX3 LED 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 9269 Orientation SingleLamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 69 Tilt 0Max Illuminance 17 Area > 0.5fc 2556 Page 1 of 1Template Print Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ A ] - WPX1 LED P1 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 1568 Orientation Single Lamp Quantity 1 Mounting Height 12Light Loss Factor 1 Arm Length 1 Input Power 11 Tilt 0 Max Illuminance 3 Area > 0.5fc 844 Page 1 of 1Template Print 4/15/2020https://www.visual-3d.com/tools/template/Print.aspx?SessionID=7379918 LEGEND 0.1 fc 0.2 fc 1.0 fc 0.5 fc One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2020-2022 Acuity Brands Lighting, Inc. All rights reserved. WPX LED Rev. 03/08/22 COMMERCIAL OUTDOOR Performance Data Use these factors to determine relative lumen output for average ambient temperatures from 0-50°C (32-122°F). Lumen Ambient Temperature (LAT) Multipliers Ambient Ambient Lumen Multiplier 0°C 32°F 1.05 5°C 41°F 1.04 10°C 50°F 1.03 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections in a 25°C ambient, based on 6,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Operating Hours 50,000 75,000 100,000 Lumen Maintenance Factor >0.94 >0.92 >0.90 To see complete photometric reports or download .ies files for this product, visit the Lithonia Lighting WPX LED homepage. Tested in accordance with IESNA LM-79 and LM-80 standards Photometric Diagrams Luminaire Input Power (W)120V 208V 240V 277V 347V WPX1 LED P1 11W 0.09 0.05 0.05 0.04 0.03 WPX1 LED P2 24W 0.20 0.12 0.10 0.09 0.07 WPX2 47W 0.39 0.23 0.20 0.17 0.14 WPX3 69W 0.58 0.33 0.29 0.25 0.20 Electrical Load WPX1 LED P1 HID Replacement Guide Luminaire Equivalent HID Lamp WPX Input Power WPX1 LED P1 100W 11W WPX1 LED P2 150W 24W WPX2 250W 47W WPX3 400W 69W Emergency Egress Battery Packs Battery Type Minimum Temperature Rating Power (Watts)Controls Option Ordering Example Standard 0°C 4W E4WH WPX2 LED 40K MVOLT E4WH DDBXD Cold Weather -20°C 14W E14WC WPX2 LED 40K MVOLT E14WC DDBXD WPX1 LED P2 WPX2 LED WPX3 LED The emergency battery backup is integral to the luminaire — no external housing or back box is required. The emergency battery will power the luminaire for a minimum duration of 90 minutes and deliver minimum initial output of 550 lumens. Both battery pack options are CEC compliant. Mounting Height = 12 Feet. Luminaire Color Temperature Lumen Output WPX1 LED P1 3000K 1,537 4000K 1,568 5000K 1,602 WPX1 LED P2 3000K 2,748 4000K 2,912 5000K 2,954 WPX2 3000K 5,719 4000K 5,896 5000K 6,201 WPX3 3000K 8,984 4000K 9,269 5000K 9,393 Lumen Output July 5, 2022 - Page 409 of 885 VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DAT E: 5/18/2022 ITEM/TOPIC: DRB20-0034.002 - 2139 Vail LLC Residence ATTACHMENTS: File Name Description DRB20-0034_Chamonix.pdf Plan Sheet DRB22-0334_Chamonix_Photos.pdf Photos July 5, 2022 - Page 410 of 885 UNHEATEDASPHALT DRIVE24' @ 10%20' @ 4%S 55°26'29" W106.00'N 32°45'43" W216.06'S 32°53'42" E216.04'x 7983.2'Lot 10Lot 12Chamonix Lane ( 50' R.O.W. )Lot 110.5243 Acres7991.27992.7798610' @ 8%20' @ 10%40' @ 10%ADDRESS BOULDER(MIN 10 FT FROM EDGE OF ROAD)STONE VENEERRETAINING WALL4FT CONC.PAN PER TOVPRIMARY DUPLEXUNIT ASECONDARY DUPLEXUNIT BA- GARAGEB- GARAGEA- ENTRYB- ENTRYA- COVEREDDECKA- MASTERA- DECK20' @ 4%79928016.07993.5B- DECK8005.57998.37999.8B- BEDRM #1B- BEDRM #28016.758016.757993.47992.08027.758027.5A- BEDRM #48016.25A- BEDRM #58016.25A- STAIRWELL8005.68016.0TOW 08BOW 02BOW 02BOW 10TOW 16BOW 18TOW 22TOW 22BOW 18TOW 18BOW 16BOW 16TOW 22TOW12BOW08TOW 29BOW 23TOW 38BOW 32PATIO SLAB15.6PATIO SLAB22.9SISSIS SIS SISSISSISSISSISSISSISSISSISSISSIS SISSIS SISSISSISSIS SIS SIS SISSIS SISSISSISSIS LLLLLLLLLLRSRSRSRSRSRSRSRSRSRSRSRSAAAAAAAAAAAAAAAAAAAAASISSISSIS SISSISRSRSRSRSAADAHKJIBCEUPUPUNHEATEDASPHALT DRIVEUNHEATEDASPHALT DRIVEFGLIMIT OFDISTURBANCELINE LIMIT OFDISTURBANCELINELIMIT OFDISTURBANCELINELIMIT OFDISTURBANCELINE B- MASTER8026.75B- LEVEL 18005.75A- LEVEL 28016.25SILT FENCEEXISTING NATIVEGRASSES ANDSAGE TO REMAINEXISTING NATIVEGRASSES ANDSAGE TO REMAINCL OF DRIVECL OF DRIVE7988.816'-878"7992.88000.07998.5ALIGN CONC. PAN WITHPROPERTY LINE7991.5TOW 96BOW 92.5TOW14BOW10TOW04BOW00BOW12BOW14BOW 14TOW1918" CULVERT UNDERDRIVE, T IE INTOEXISTING STORM DRAINPROPERTY L INE PROPERTY LINE PROPERTYLINE111RE: STRUCTBOULDERRETAININGWALL1RE: STRUCTBOULDERRETAININGWALL1RE: STRUCTBOULDERRETAININGWALL 1RELOCATED TREES DUE TOGRADING AND WILDFIRE REG.SISSIS SIS SISSISSISSISSISSISSISSISSISSISSIS SISSIS SISSISSISSIS SIS SIS SISSIS SISSISSISSIS LLLLLLLLLLRSRSRSRSRSRSRSRSRSRSRSRSSISSISSIS SISSISRSRSRSRSSISSISSIS SIS SISSIS SIS SIS SISSISSISSISSISSIS SISSISSIS SISSISSIS SISSISSIS SISSIS SISSISSIS SIS SISSISSISSISSISLLL LLLLLRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAALLAARSRSAAAAASymbolQUAKING ASPENPOPULUS TREMULOIDES14 - SINGLE TRUNK2" - 3" CAL.COMMON NAMESCIENTIFIC NAMECOUNTSIZEPLANT SCHEDULEWILDFLOWER MIX POPPIES LARKSPUR MOUNTAIN PHLOX ASTER BLUEBELL PENSTEMONESCHSCHOLZIA CLAIFORNICACONSOLIDA AMBIGUALINANTHUS GRANDIFLORISMACHAERANTHERA SPP.PHACELIA CAMPUNULARIAPENSTEMON (PRAIRIE FIRE)SQ. FT.1,467NATIVE GRASS MIX CRESTED WHEATGRASS BIG BLUESTEM SIDEOATS GRAMA BLUE GRAMA GRASS LITTLE BLUESTEM PRAIRIE DROPSEEDAGROPYRON CRISTATUMANDROPOGON GERARDIIBOUTELOUA CURTIPENDULAB. GRACIISSVHIZACHYRIUM SCOPARIUM SYN. ANDROPOGON SCOPARIUSSPOROBULUS HETEROLEPSISSQ. FT.1,618LANDSCAPE NOTES:MAIDEN GRASS1 GAL23MISCANTHUS SININSIS'GRAC ILLIMUS 'LAVENDERLAVANDULA AUGUSTIFOLIAL1 GAL10SNOW IN SUMMERCERASTIUM MOMENTOUSSIS 1 GAL33ARUSSIAN SAGEPEROVSKIA ATRIPLICIFOLIARS 5 GAL16COLORADO BLUE SPRUCEEXISTING TO BE RELOCATEDPICEA PUNGENS138 - 10'OMITTED MAIDEN GRASSOMITTED LAVENDERLOMITTED SNOW IN SUMMERSIS AOMITTED RUSSIAN SAGERSP R O J E C T :D A T E :R E V I S I O N S :1906e s i g n s t u d i o u r e po box 527 wolcott co 81655 p 970.470.1222 a r c h i t e c t 2139 CHAMONIX VAIL HEIGHTS LOT 11 - FILING 1 CHAMONIX DUPLEX VAIL, CO TOV STAMPARCHITECT STAMPA.3LANDSCAPEPLAN1:10LANDSCAPE PLAN1 DRB 2.10.20DRB REV 3.4.20DRB REV 4.6.20PERMIT 6.11.2012.27.214.30.22July 5, 2022 - Page 411 of 885 For the best experience, open this PDF portfolio in Acrobat X or Adobe Reader X, or later. Get Adobe Reader Now! July 5, 2022 - Page 412 of 885 VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DAT E: 5/18/2022 ITEM/TOPIC: DRB19-0652.001 - Vail Corp ATTACHMENTS: File Name Description 2022-05- 04_121161_East_Vail_Housing__DRB_Package_FINAL_COMPILED_Part1.pdf Plan Set Part 1 2022-05- 04_121161_East_Vail_Housing__DRB_Package_FINAL_COMPILED_Part2.pdf Plan Set Part 2 2022-05- 04_121161_East_Vail_Housing__DRB_Package_FINAL_COMPILED_Part3.pdf Plan Set Part 3 2022-05- 04_121161_East_Vail_Housing__DRB_Package_FINAL_COMPILED_Part4.pdf Plan Set Part 4 July 5, 2022 - Page 413 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: COVER SHEET NUMBER: A0.0 ISSUED FOR: DESIGN REVIEW BOARD SHEET INDEX PROJECT TEAMPROJECT SUMMARY SHEET NUMBER A0.0 A.002-A A.002-B A.002-C A.002-D A1.0-A A1.0-B A1.1-A A1.1-B A1.4 AA1.S L1.0-A L1.0-B A1.2-A A1.2-B A1:4.0-A A1:4.0-B A1:4.1 A1:4.2-A A1:4.2-B A1:3.0 A1.2.0-A A1.2.0-B A1.2.1-A A1.2.1-B A1.2.5 A2.1 C101 C102 C103 C104 C105 C106 C107 COVER SEQUENCE OF CONSTRUCTION SEQUENCE OF CONSTRUCTION SEQUENCE OF CONSTRUCTION SEQUENCE OF CONSTRUCTION SITE PLAN SITE PLAN UTILITIES SITE PLAN - SITE COVERAGE SITE PLAN GRADING SITE PLAN HARDSCAPE HEIGHT CALCS SITE SECTIONS LANDSCAPE MASTER PLAN LANDSCAPE MASTER PLAN SITE PLAN HARDSCAPE SNOW STACK SITE PLAN HARDSCAPE SNOW STACK DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ELEVATION DEED RESTRICTED APT BLDG ROOF PLAN DEED RESTRICTED APT BLDG FLOOR PLANS DEED RESTRICTED APT BLDG FLOOR PLANS DEED RESTRICTED APT BLDG FLOOR PLANS DEED RESTRICTED APT BLDG FLOOR PLANS GRFA CALCS EXTERIOR DETAILS SITE PLAN OVERALL GRADING PLAN ENLARGED GRADING PLAN ENLARGED GRADING PLAN ENLARGED GRADING PLAN ROAD PROFILE UTILITY PLAN SHEET NAME OWNER Vail Resorts 390 Interlocken Crescent Broomfield, CO 80021 Phone: 303.404.1800 ARCHITECT/INTERIORS OZ Architecture 3003 Larimer St. Denver, CO 80205 Phone: 303.861.5704 CIVIL Civil Insights 235 South Ridge St., Unit 2-A PO Box 7644 Breckenridge, CO 80424 Phone: 970.376.4858 SPECIFICATIONS Prospec 934 Tenderfoot Dr. Larksburg, CO 80218 Phone: 303.549.4933 STRUCTURAL IMEG Corp. 1400 Glenarm Pl., Suite 101 Denver, CO 80202 Phone: 303.623.4927 MEP BG BuildingWorks 1626 Cole Blvd., Suite 300 Lakewood, CO 80401 Phone: 303.278.3820 LANDSCAPE Norris Design 409 E. Main St., Suite 207 Frisco, CO 80443 Phone: 970.368.7068 CODE/LIFE SAFETY Shums Coda Associates 4610 Ulster St., Suite 150 Denver, CO 80237 Phone: 303.257.3572 The applicant has become aware of numerous instances where the project, as previously approved, was not in conformance with applicable standards. The purpose of this submittal is to summarize updates to the project since being approved by the DRB on 2/9/2020. The changes outlined below are necessary in order to bring the project into compliance with requirements of the International Building Code, the Americans with Disabilities Act, the Town of Vail Design Guidelines, and the Colorado Department of Transportation, as well as design standards imposed by other local authorities having jurisdiction including Eagle River Water and Sanitation District. Summary list of proposed changes: • Construction Sequencing - adjust to show the workflow from high to low and from west to east on the site, which will be accomplished over multiple building seasons. • Site Design - adjust layout of drives, walks, parking areas, retaining walls, utilities, and buildings to meet TOV/CDOT design requirements, to provide ADA access throughout the project and to meet Building Code requirements. • Landscape Design - adjust to address DRB conditions (stated in letter dated 2020.03.04), PEC conditions (dated 2019.08.26), Wildlife Mitigation Plan (dated 2019.08.16) and TOV/CDOT requirements • Building Design - adjust to address DRB conditions (stated in letter dated 2020.03.04), PEC conditions (dated 2019.08.26), Wildlife Mitigation Plan (dated 2019.08.16), TOV requirements, and Code Issues. N VICINITY MAP NTS SITE LOT 1 EAST VAIL HOUSING RECORD SUBMISSION IN RESPONSE TO: DESIGN REVIEW BOARD (DRB) CONDITIONS OF APPROVAL DATED 2020.03.04 PLANNING & ENVIRONMENTAL COMMISSION (PEC) CONDITIONS OF APPROVAL DATED 2019.08.26 WILDLIFE MITIGATION PLAN DATED 2019.08.16 July 5, 2022 - Page 414 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD APPROVED DRAWINGS FROM PEC SUBMITTAL DATED 2019.08.12 The size, complexity and location of the project and local restrictions on blasting activities will require construction to be completed over multiple building seasons. The landscape berm at the top of the site will need to be completed first in order to stabilize the hillside above the proposed residential development. To meet the TOV requirements regarding deed-restricted housing, the apartment building will need to be the first structure completed and occupied on the site. All wet and dry utilities that serve the apartments will need to be installed, including all site amenities, the proposed bus stops on the adjacent Frontage Road and the path down to them. CONSTRUCTIONSEQUENCING NARRATIVE EAST VAIL HOUSING | EXHIBIT A SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-A July 5, 2022 - Page 415 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver ISSUED FOR: DESIGN REVIEW BOARD LIMIT OF DISTURBANCE USFS I-70 FRONTA G E R O A D TRACT A AREA AAREA A AREA C BUS S T O P AREA B CONSTRUCTIONSEQUENCING SEQUENCE 1 EAST VAIL HOUSING | EXHIBIT A Construction sequencing will begin with site preparation activities such as over lot grading, construction of the rockfall wall, and installation of major infrastructure elements as outlined below. • Sequence 1 mobilization: July 1, 2022• Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23)• Sequence 1 remobilization of heavy site construction: June 1, 2023• Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023• Sequence 2 Completion: December 1, 2024 1 AREA A –Site Grading –Utilities –Retaining Walls –Apartment Building –Fire Turn around –Trail Connection –Bus Stops –Site Drainage –Wildlife Fencing Easement –Amenity Space –Planting AREA B –Roadway Grading –Building Pad Grading AREA C –Rockfall Berm Grading and Associated Planting –Retaining Walls Construction sequencing plan updates SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-B 1 PROPOSED CONSTRUCTION SEQUENCE: 1 July 5, 2022 - Page 416 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver 2 Sequence 2 completes roadway improvements and constructs the included townhome buildings with associated landscape. • Sequence 1 mobilization: July 1, 2022• Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23)• Sequence 1 remobilization of heavy site construction: June 1, 2023• Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023• Sequence 2 Completion: December 1, 2024 2 AREA A –Sequence 1 completed AREA B –Townhome buildings A-H –Road extension –Fire turn-around –Planting AREA C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: 2 Construction sequencing plan updates LIMIT OF DISTURBANCE AREA B USFS I-70 FRONTA G E R O A D BUS S T O P TRACT A AREA A AREA C CONSTRUCTIONSEQUENCING SEQUENCE 2 ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT A SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-C July 5, 2022 - Page 417 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver The development is proposed to be constructed with only a few buildings at one time. In order to meet the requirements for at least 70% of the Gross Residential Floor Area (GRFA) of the site to be deed-restricted employee housing units at any time, a construction timing plan has been provided. The plan generally calls for development starting on the west end of the site. The rockfall wall shall be graded and landscaped first, with the grading of the whole site to follow. The rental apartment building is to be constructed first. The final stage in construction is planned for Buildings A, B, C, D, E, F, G, and H. • Sequence 1 mobilization: July 1, 2022• Sequence 1 demobilization of heavy site construction: November 14, 2022 (includes clearing, excavation, grading, retaining wall and berm construction) • Sequence 1 (Area A construction): continues throughout winter (22/23)• Sequence 1 remobilization of heavy site construction: June 1, 2023• Sequence 2 commencement (with Sequence 1 still ongoing): August 1, 2023 • Sequence 1 Completion: December 1, 2023• Sequence 2 Completion: December 1, 2024 1 Area A –Sequence 1 completed Area B –Sequence 2 completed Area C –Sequence 1 completed PROPOSED CONSTRUCTION SEQUENCE: ALL Construction sequencing plan updates LIMIT OF DISTURBANCE AREA A AREA B AREA C USFS I-70 FRONTA G E R O A D TRACT A BUS S T O P CONSTRUCTIONSEQUENCING FULL BUILD OUT ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT A SHEET TITLE: SEQUENCE OF CONSTRUCTION SHEET NUMBER: A.002-D 1 July 5, 2022 - Page 418 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN SHEET NUMBER: A1.0-A A1.0 1" = 40'-0"1 SITE PLAN 3 5 8 6 5 13 6 5 PROPOSED DESIGN As noted herein, the applicant has become aware of numerous inaccuracies with the site design presented in the previously approved DRB submittal. Although many of the refinements to the site design described in this package are interrelated, the adjustments necessary to bring the site design into conformance with accepted standards and practices and requirements of the authorities having jurisdiction can generally be attributed to ten specific issues, as outlined below. EAST VAIL HOUSING | EXHIBIT B APPROVED DRAWING FROM DRB PACKAGE DATED 2020.02.24 SITE DESIGN NARRATIVE 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 419 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN UTILITIES SHEET NUMBER: A1.0-B 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. 14 PROPOSED DESIGN Utility design has been updated to conform to Eagle River Water and Sanitation District standards. Proposed design includes a looped water system and a redesign of fire hydrants to include dedicated lines. EAST VAIL HOUSING | EXHIBIT C APPROVED DRAWING FROM PEC PACKAGE DATED 2019.08.05 SITE DESIGN UTILITIES ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 420 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN SITE COVERAGE SHEET NUMBER: A1.1-A EXHIBIT SHOWING CHANGE IN BUILDING FOOTPRINT LOCATION SITE DESIGN BUILDING FOOTPRINT 7 EAST VAIL HOUSING | EXHIBIT D This exhibit overlays the building footprints from the previously approved DRB/PEC submittal (green dashed line) and the current design. The floorplan and building footprint did not match in the previous submittals. 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 421 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN GRADING SHEET NUMBER: A1.1-B 9 4 10 PROPOSED DESIGN Refinement of grading throughout typical design development. EAST VAIL HOUSING | EXHIBIT E SITE DESIGN GRADING 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall berm design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards. ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 422 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE PLAN HARDSCAPE HEIGHT CALCS SHEET NUMBER: A1.4 A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6" T.O. RIDGE 159'-0" T.O. RIDGE 161'-0" T.O. RIDGE 150'-6" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RID G E 114'-6" T.O. RIDG E 125'-0" T.O. RI D G E 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0"T.O. RIDGE 122'-0" T.O. RIDGE 137'-0" T.O. RIDGE 125'-0" T.O. RID G E 146'-0" T.O. RIDG E 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE 146'-0" T.O. RIDGE 141'-0" T.O. RIDGE 139'-0" T.O. SLOPE TH-A TH-B TH-C TH-D TH-E TH-F TH-G TH-H ZONE A ZONE B ZONE C DRIVE W A Y PARKI N G 24 4 7 9 7 8 DRIVE W A Y MONU M E N T SIGN (2) NE W T R A N S I T S T O P S ; B U S SHELT E R S T O B E C O N S T R U C T E D PER T. O . V . S T A N D A R D S PROP O S E D C O N S T R U C T I O N SEQU E N C I N G -PART 2 PROP O S E D C O N S T R U C T I O N SEQUE N C I N G -PART 1 PROP O S E D C O N S T R U C T I O N SEQUE N C I N G -PART 3 PROP O S E D C O N S T R U C T I O N SEQUE N C I N G -PART 2 DOCU M E N T E D WETLA N D S T O B E PROTE C T E D D U R I N G CONST R U C T I O N ACTIVI T E S , R E : S U R V E Y L0 L1 L1 L1 L0 L0 L0.5 L0.5VAN1 5550 49 41 40 31 27 28 30 ROCK ROCK ROCK ROCK FIRE H Y D R A N T LIGHT B O L L A R D -14 LOC A T I O N S LIGHT P O L E -5 LOCA T I O N S TRASH E N C L O S U R E BIKE R A C K -4 LOCA T I O N S SITE SI G N A G E SIGN BUS S T O P NOT IN C O N T R A C T ( N I C ) SITE P L A N L E G E N D POINT O F E N T R Y POINT O F E M E R G E N C Y E G R E S S ACCES S I B L E P A R K I N G O R ACCES S I B L E E N T R Y P O I N T ACCES S I B L E R O U T E SITE W A L L , R E : C I V I L & LAN D S C A P E SNOW S T O R A G E LIMIT O F S C O P E O F W O R K ACCES S I B L E U N I T WETLA N D S RETAI N I N G W A L L -TYPE 1 PARKI N G S T A L L N O . ( S E Q U E N C E 2 O N L Y ) PROPE R T Y L I N E SETBA C K L I N E CENTE R L I N E 2' CON T O U R S ( E X I S T I N G ) NEW C O N T O U R S ( P R O P O S E D ) ## ZONE A ZONE B ZONE C 8407.41 8405.91 8408.91 8411.91 8408 8404.08 8402.58 8398.08 8399.58 8396.58 8405.41 8417.41 N M L K J I H E FDCA PERIM E T E R = 5 6 2 ' - 0 " L1 - 8 4 0 5 . 9 1 L0 - 8 3 9 5 . 0 8 L1 - 8 4 0 8 . 9 1 L0 - 8 3 9 8 . 0 8 L1 - 8 4 1 1 . 9 1 L0 - 8 4 0 1 . 0 8 8406.91B 8412.91G ELEVA T I O N L O W POINT W I T H I N 6 ' O F THE E X T E R I O R WALL - T Y P 6' ZON E F R O M EXTERI O R W A L L 8407.41 8416.91 8408.91 8402.58 8398.08 8402 8399.58 8416.91 RETAINING WALL RETAIN I N G W A L L RETAIN I N G W A L L RETAINING WALL10' - 0"24' - 5"9' - 7"24' - 6"67' - 6"9' - 7" 24' - 6" 9' - 6" 24' - 6" 9' - 7"67' - 6"24' - 6" 9' - 7" 24' - 5" 67' - 6" 9' - 7" 2 4 ' - 6 " 9 ' - 6 " 2 4 ' - 6 " 9 ' - 7 " 67' - 6" O T U P Q R S V 840810' - 0"10' - 0"8412.91 RETAINING WALLWINDOW WELLS EXTENDING 3' FROM THE WALL -TYP GRADE PLANE: 8405.95LEVEL 0A: 8395.08LEVEL 1A: 8405.91 LEVEL 0B: 8398.08LEVEL 1B: 8408.91 LEVEL 0C: 8401.08LEVEL 1C: 8411.911/2"2' - 11 1/2"5' - 11 1/2"10' - 10"10' - 10"10' - 10"ZONEA ZONEB ZONEC3' - 0"3' - 0"TOTAL B U I L D I N G G F R A EXCLU D E C O M M O N G F R A EXCLU D E B E L O W G R A D E G R F A TOAL T . O . V . G R F A = 43,311 S F 8,899 S F 3,359.3 7 S F 31,052. 6 3 S F GROSS FLOOR AR E A LEVEL 0 BUILDING COMMUNITY ROOM / STORAGE 2 BEDROO M U N I T S 3 BED R O O M U N I T S 4 BED R O O M U N I T S 2,442 S F 1,911 S F LEVEL 1 8,899 S F LEVEL 2 LEVEL 3 FLOOR TOTAL S 2,647 SF 1,899 S F FINISH E D TOTAL S F 2 UNIT S 8 UNIT S 4 UNIT S 4 UNIT S 18 UNIT S 1 UNIT 1 UNIT 2 UNIT S 1 UNIT 4 UNIT S 4 UNIT S 11 UNIT S 4,964 S F 9,600 S F 9,924 S F 9,924 S F 34,412 S F 7,611 S F 12,042 S F 11,835 S F 11,823 S F 43,311S F PROJ. N O . DRAWN: CHECKE D : DATE: © OZ AR C H I T E C T U R E SCALE: SHEET N U M B E R SHEET T I T L E : ISSUED F O R : APPROV E D : 3003 L a r i m e r S t r e e t Denver , C o l o r a d o 8 0 2 0 5 phone 3 0 3 . 8 6 1 . 5 7 0 4 www.o z a r c h . c o m ARCHI T E C T U R E ®5/1/2022 8:07:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indic a t e d LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161 . 0 0 OH TR 2022/0 3 / 2 5 OVERA L L S I T E C O D E PLAN & S U M M A R Y G-100 LOT 1 - E A S T V A I L HOUSI N G Approv e r 1" = 40'- 0 " 1 OVER A L L S I T E P L A N PROJEC T NORTH TRUE NORTH 0'20'40' 80' 160' 9.00° CODE P L A N N O T E S 1 B U I L D I N G S H A L L B E S P R I N K L E R E D T H R O U G H O U T I N A C C O R D ANCE W I T H I B C CHAPT E R 9 A N D N F P A 1 3 - R . P R O V I D E D R Y S P R I N K L E R S Y S T EM WH E R E APPRO P R I A T E A N D A T A L L U N C O N D I T I O N E D L O C A T I O N S . F I R E PRO T E C T I O N ENGIN E E R I N G B Y O T H E R S . 2 A R E A O F R E F U G E I S N O T R E Q U I R E D P E R 1 0 0 7 . 3 E X C E P T I O N NO.3. 3 S E E G - 5 0 0 S E R I E S S H E E T S F O R L I S T E D A S S E M B L I E S F O R FLOOR/ C E I L I N G S , ROOF/ C E I L I N G S , E X T E R I O R W A L L S , A N D P A R T I T I O N S . L I S TED FI R E - R E S I S T I V E ASSEM B L I E S M A Y B E S U B S T I T U T E D W I T H A P P R O V A L O F A U T H ORITY H A V I N G JURISD I C T I O N A N D A R C H I T E C T . 4 S E E D O O R S C H E D U L E , S H E E T A - 6 1 0 F O R D O O R R A T I N G S . A LL RAT E D D O O R S T O COMPL Y W I T H I B C 7 1 6 5 A L L P E N E T R A T I O N S T H R O U G H F L O O R S A N D R A T E D W A L L S T O BE FIR E S T O P P E D IN ACC O R D A N C E W I T H I B C C H A P T E R 7 . 6 T H E G C I S T O C O O R D I N A T E F I R E D E P A R T M E N T C O N N E C T I O N (FDC) L O C A T I O N WITH A U T H O R I T Y H A V I N G J U R I S D I C T I O N A N D A R C H I T E C T . 7 T H E G C I S T O C O O R D I N A T E K N O X B O X L O C A T I O N W I T H F I R E DEP A R T M E N T A N D ARCHI T E C T . 5.98 Zone C @ L 1 t o G P AVG G P = 8 4 0 5 . 9 3 Total = 5 6 2 . 0 8 4 7 2 4 8 0 2 . 4 V 8407.4 1 8 4 0 7 . 4 1 1 6 8 1 4 . 8 2 8 4 0 7 . 4 2 4 . 4 2 2 0 5 3 0 9 . 0 U 8 4 0 2 8 4 0 2 1 6 8 0 4 . 0 0 8 4 0 2 . 0 9 . 5 7 9 8 1 9 . 0 T 8396.5 8 8 4 0 2 1 6 7 9 8 . 5 8 8 3 9 9 . 3 2 4 . 5 2 0 5 7 8 2 . 6 S 8396.5 8 8 3 9 6 . 5 8 1 6 7 9 3 . 1 6 8 3 9 6 . 6 6 7 . 5 5 6 6 7 6 9 . 2 R 8 3 9 9 . 5 8 8 3 9 6 . 5 8 1 6 7 9 6 . 1 6 8 3 9 8 . 1 9 . 5 7 9 7 8 1 . 8 Q 8 3 9 8 . 0 8 8 3 9 9 . 5 8 1 6 7 9 7 . 6 6 8 3 9 8 . 8 2 4 . 5 2 0 5 7 7 1 . 3 P 8398.0 8 8 3 9 8 . 0 8 1 6 7 9 6 . 1 6 8 3 9 8 . 1 9 . 5 7 9 7 8 1 . 8 O 8 3 9 9 . 5 8 8 3 9 8 . 0 8 1 6 7 9 7 . 6 6 8 3 9 8 . 8 2 4 . 5 2 0 5 7 7 1 . 3 N 8 4 0 2 . 5 8 8 3 9 9 . 5 8 1 6 8 0 2 . 1 6 8 4 0 1 . 1 9 . 5 7 9 8 1 0 . 3 M 8 4 0 4 . 0 8 8 4 0 2 . 5 8 1 6 8 0 6 . 6 6 8 4 0 3 . 3 6 7 . 5 5 6 7 2 2 4 . 8 L 8408 8 4 0 4 . 0 8 1 6 8 1 2 . 0 8 8 4 0 6 . 0 2 4 . 5 2 0 5 9 4 8 . 0 K 8408 8 4 0 8 1 6 8 1 6 . 0 0 8 4 0 8 . 0 9 . 5 8 8 0 5 4 8 . 6 J 8416.91 84 1 6 . 9 1 1 6 8 3 3 . 8 2 8 4 1 6 . 9 2 4 . 4 2 2 0 5 5 4 0 . 9 I 8416.91 8417.41 1 6 8 3 4 . 3 2 8 4 1 7 . 2 6 7 . 5 5 6 8 1 5 8 . 3 H 8411.91 8411.91 16823.82 8 4 1 1 . 9 9 . 5 8 8 0 5 8 6 . 1 G 8412.91 8411.91 16824.82 8412.4 1 0 8 4 1 2 4 . 1 F 8412.41 8412.41 16824.82 8412.4 24.5 2 0 6 1 0 4 . 0 E 8408.91 8408.91 16817.82 8408.9 9.5 79884.6D 8406.91 8408.91 16815.82 8407.9 24.5 205993.8C 8405.91 8406.91 16812.82 8406.4 10 84064.1B8405.91 8405.91 16811.82 8405.9 9.58 80528.6A8407.41 8407.41 16814.82 8407.4 67.5 567500.2Segment Start End Subtotal 1 Subtotal 2 Length Length(S2)Grade Plane Calculations +18.3 +18 +17 +401.5+401.60 +401.97 +405.45 +409.81+407.63 +14.21 +14.43 +12.59+12.49 +409.95+409.91 +412.64+10.80+10.80 +11.52+11.52 +14.38 8 4 0 0 841084205.5%5.5%841 6.9 8 41 7.9 8419.2 8420 .2 84 22.6 8 424.1 84 22.6 8 41 0.6 8411.6 84 23.6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +81.0 +400 +406 +407 +413 +402 +408 +409 +414 +412 +406 +404 +410 +411 +417 +406 +412 +413 +408 +424 +416 +410 +430 +420 +12 +19 +18 +18 +14 +84.0 +85.3+88.3 +89.6+92.6 +93.9 +81.7+84.7 +86.0+89.0 +90.3+93.3 +94.6 +400.6 +81.0+84.0 +85.3+88.3 +89.6+92.6 +93.9 +99.6 +81.0+84.0 +85.3+88.3 +89.6+92.6 +82.0+85.0 +86.3+89.3 +90.6+93.6 +84.0+87.0 +88.3+91.3 +92.6+95.6+92.7 +93.9 +95.9 +86.0+89.0 +90.3+93.3 +94.6+97.6+97.9 +87.3+90.3 +91.6+94.6 +95.9+98.9 +99.1 +99.0 +404.4 +404.6 +404.5 +93.0+96.0 +97.3+400.3 +401.6+404.4 +404.6 +404.5 +94.5+97.5 +98.8+401.8 +403.1+406.1+406.2 +96.0+99.0 +401.3+404.3 +407.5 +407.4 +401.0 +407.5 +407.4 +81.7+84.7 +86.0+89.0 +90.3+93.3 +94.6 +400.6 +402.2+405.2 +406.5+409.5 +410.8+413.8 +404.0+407.0 +408.3+411.3 +412.6+415.6 +96.9 +96.0 +93.0 +91.7 +88.7 +96.0 +93.0+91.7 +88.7 +87.4 +84.4 +83.1 +80.1 +84.4 +81.2 +97.1 +407.5+409.5+410.8 +93.0+96.0 +97.3+400.3 +405.6 +98.0+401.0 +402.3+404.1 92.0+ 92.0+ 95.0+ 96.3+99.3+ 95.0+ 96.3+99.3+ +401.6 +405.1+408.1 +409.4+412.4 +406.0+409.0 +410.3+412.0 +408.0+411.0 +412.3 +400.1 +17 +24 +17 +11 +18 +25 +26+30 +20 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE:SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM +18.3 +18 +17 +401.5+401.60 +401.97 +405.45 +409.81+407.63 +14.21 +14.43 +12.59+12.49 +409.95+409.91 +412.64+10.80+10.80 +11.52+11.52 +14.38 8 4 0 0 841084205.5%5.5%8416.9 84 17 .9 8 41 9.2 8420.2 8422.6 84 24.1 842 2.6 84 10 .6 841 1.6 8423.6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +81.0 +400 +406 +407 +413 +402 +408 +409 +414 +412 +406 +404 +410 +411 +417 +406 +412 +413 +408 +424 +416 +410 +430 +420 +12 +19 +18 +18 +14 +84.0 +85.3+88.3 +89.6+92.6 +93.9 +81.7+84.7 +86.0+89.0 +90.3+93.3 +94.6 +400.6 +81.0+84.0 +85.3+88.3 +89.6+92.6 +93.9 +99.6 +81.0+84.0 +85.3+88.3 +89.6+92.6 +82.0+85.0 +86.3+89.3 +90.6+93.6 +84.0+87.0 +88.3+91.3 +92.6+95.6+92.7 +93.9 +95.9 +86.0+89.0 +90.3+93.3 +94.6+97.6+97.9 +87.3+90.3 +91.6+94.6 +95.9+98.9 +99.1 +99.0 +404.4 +404.6 +404.5 +93.0+96.0 +97.3+400.3 +401.6+404.4 +404.6 +404.5 +94.5+97.5 +98.8+401.8 +403.1+406.1+406.2 +96.0+99.0 +401.3+404.3 +407.5 +407.4 +401.0 +407.5 +407.4 +81.7+84.7 +86.0+89.0 +90.3+93.3 +94.6 +400.6 +402.2+405.2 +406.5+409.5 +410.8+413.8 +404.0+407.0 +408.3+411.3 +412.6+415.6 +96.9 +96.0 +93.0 +91.7 +88.7 +96.0 +93.0+91.7 +88.7 +87.4 +84.4 +83.1 +80.1 +84.4 +81.2 +97.1 +407.5+409.5+410.8 +93.0+96.0 +97.3+400.3 +405.6 +98.0+401.0 +402.3+404.1 92.0+ 92.0+ 95.0+ 96.3+99.3+ 95.0+ 96.3+99.3+ +401.6 +405.1+408.1 +409.4+412.4 +406.0+409.0 +410.3+412.0 +408.0+411.0 +412.3 +400.1 +17 +24 +17 +11 +18 +25 +26+30 +20 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE:SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM A1.4 NTS1SITE PLAN - HEIGHT CALCS 150'-6"T.O. RIDGE 159'-0" T.O. RIDGE 161'-0" T.O. RIDGE 150'-6" T.O. RIDGE 113'-6"T.O. RIDGE 114'-6"T.O. RIDGE 125'-0"T.O. RIDGE 113'-6" T.O. RIDGE 114'-6" T.O. RIDGE 125'-0" T.O. RIDGE 113'-6"T.O. RIDGE 114'-6"T.O. RIDGE 125'-0"T.O. RIDGE 113'-6"T.O. RIDGE 114'-6"T.O. RIDGE 125'-0"T.O. RIDGE 122'-0" T.O. RIDGE 137'-0"T.O. RIDGE 125'-0" T.O. RIDGE 146'-0"T.O. RIDGE 141'-0"T.O. RIDGE 139'-0"T.O. SLOPE 146'-0"T.O. RIDGE 141'-0"T.O. RIDGE 139'-0" T.O. SLOPE 146'-0"T.O. RIDGE 141'-0" T.O. RIDGE 139'-0"T.O. SLOPE Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Point Height Finish Floor Roof Elevation Height from most Restrictive Most Restrictive Grade Zone A POINT 1.1 8390 8397.38 43.96 8394.33 8438.29 48.29 8390 POINT 1.2 8385 8395.08 49.63 8394.33 8443.96 58.96 8385 POINT 1.3 8383 8393.3 43.96 8394.33 8438.29 55.29 8383 POINT 1.4 8386 8399.17 50.85 8394.33 8445.18 59.18 8386 POINT 1.5 8390 8410.18 43.96 8394.33 8438.29 48.29 8390 POINT 1.6 8396 8403.79 49.63 8394.33 8443.96 47.96 8396 POINT 1.7 8400 8412.29 43.96 8395.08 8439.04 39.04 8400 POINT 1.8 8403 8405 50.85 8394.33 8445.18 42.18 8403 Zone B POINT 2.1 8393 8399.09 49.9 8397.33 8447.23 54.23 8393 POINT 2.2 8398 8406.91 49.9 8397.33 8447.23 49.23 8398 POINT 2.3 8397 8402.87 47.6 8397.33 8444.93 47.93 8397 POINT 2.4 8403 8405 61.18 8397.33 8458.51 55.51 8403 POINT 2.5 8405 8408.88 58.85 8397.33 8456.18 51.18 8405 POINT 2.6 8408 8410 58.85 8397.33 8465 57 8408 Zone C POINT 3.1 8398 8403.58 49.93 8400.33 8450.26 52.26 8398 POINT 3.2 8401 8403.58 55.64 8400.33 8455.97 54.97 8401 POINT 3.3 8404 8403.58 49.97 8400.33 8450.3 46.72 8403.58 POINT 3.4 8407 8412.91 49.93 8400.33 8450.26 43.26 8407 POINT 3.5 8410 8414.03 55.64 8400.33 8455.97 45.97 8410 POINT 3.6 8414 8414.41 49.97 8400.33 8450.3 36.3 8414 Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Roof Elevation Height from most Restrictive Most Restrictive Grade Building 1 POINT 1.1 8390 8395 8439 49 8390 POINT 1.2 8385 8394.9 8444.9 60 8385 POINT 1.3 8383 8394.9 8438.9 56 8383 POINT 1.4 8386 8402 8446 60 8386 POINT 1.5 8390 8404 8439 49 8390 POINT 1.6 8396 8406 8444 49 8396 POINT 1.7 8400 8406.9 8438.9 38.9 8400 POINT 1.8 8403 8407 8446 43 8403 Building 2 POINT 2.1 8393 8396.5 8416.5 23.5 8393 POINT 2.2 8398 8399 8445 47 8398 POINT 2.3 8397 8399 8443.5 46.5 8397 POINT 2.4 8403 8409 8462 60 8403 POINT 2.5 8405 8411.9 8448.9 43.9 8405 POINT 2.6 8408 8414 8460 52 8408 Building 3 POINT 3.1 8398 8402 8446 48 8398 POINT 3.2 8401 8404.4 8454.4 53.4 8401 POINT 3.3 8404 8409 8451 47 8404 POINT 3.4 8407 8414 8461 54 8407 POINT 3.5 8410 8416 8457 47 8410 POINT 3.6 8414 8418 8454 40 8414 N 1.1 2.3 3.3 1.7 3.6 1.8 2.61.2 3.2 1.6 2.5 3.51.3 2.1 3.1 1.5 2.2 3.4 1.4 2.4 4 EAST VAIL HOUSING | EXHIBIT F APPROVED DRAWINGS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN SITE DESIGN GRADING SITE SECTION 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading and roof form to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall wall design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards.ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 423 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: SITE SECTIONS SHEET NUMBER: AA1.S AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPERT Y L I N E LOT L INE AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPERTY LINELOT LINE AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPERTY L I N E LOT L INE 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8442' -5"PROPERTY LINESETBACK LINE17' - 7 3/4"2' - 6 1/2"8455' -6" CRAWLSPACE MAX. BUILDING HEIGHT FROM GRADE: 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8411' -2" 8422' -0" 8432' -1" FFE FLR 1: 8405.16FFE FLR 0: 8394.33 FFE FLR 1: 8408.16FFE FLR 0: 8397.33 FFE FLR 1: 8411.16FFE FLR 0: 8400.33 1G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:24:45 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 SITE SECTION G-110 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8442' -5"PROPERTY LINESETBACK LINE17' - 7 3/4"2' - 6 1/2"8455' -6" CRAWLSPACE MAX. BUILDING HEIGHT FROM GRADE: 8400' -4" 8411' -2" 8422' -0" 8432' -1" 8411' -2" 8422' -0" 8432' -1" FFE FLR 1: 8405.16FFE FLR 0: 8394.33 FFE FLR 1: 8408.16FFE FLR 0: 8397.33 FFE FLR 1: 8411.16FFE FLR 0: 8400.33 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:24:45 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 SITE SECTION G-110 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1SITE SECTION 1" = 20'-0"2SITE PLAN DIAGRAM +18.3 +18 +17 +401.5+401.60 +401.97 +405.45 +409.81+407.63 +14.21 +14.43 +12.59+12.49 +409.95+409.91 +412.64+10.80+10.80 +11.52+11.52 +14.38 8 4 0 0 841084205.5%5.5%841 6.9 8 41 7.9 8419.2 8420 .2 84 22.6 8 424.1 84 22.6 8 41 0.6 8411.6 84 23.6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +81.0 +400 +406 +407 +413 +402 +408 +409 +414 +412 +406 +404 +410 +411 +417 +406 +412 +413 +408 +424 +416 +410 +430 +420 +12 +19 +18 +18 +14 +84.0 +85.3+88.3 +89.6+92.6 +93.9 +81.7+84.7 +86.0+89.0 +90.3+93.3 +94.6 +400.6 +81.0+84.0 +85.3+88.3 +89.6+92.6 +93.9 +99.6 +81.0+84.0 +85.3+88.3 +89.6+92.6 +82.0+85.0 +86.3+89.3 +90.6+93.6 +84.0+87.0 +88.3+91.3 +92.6+95.6+92.7 +93.9 +95.9 +86.0+89.0 +90.3+93.3 +94.6+97.6+97.9 +87.3+90.3 +91.6+94.6 +95.9+98.9 +99.1 +99.0 +404.4 +404.6 +404.5 +93.0+96.0 +97.3+400.3 +401.6+404.4 +404.6 +404.5 +94.5+97.5 +98.8+401.8 +403.1+406.1+406.2 +96.0+99.0 +401.3+404.3 +407.5 +407.4 +401.0 +407.5 +407.4 +81.7+84.7 +86.0+89.0 +90.3+93.3 +94.6 +400.6 +402.2+405.2 +406.5+409.5 +410.8+413.8 +404.0+407.0 +408.3+411.3 +412.6+415.6 +96.9 +96.0 +93.0 +91.7 +88.7 +96.0 +93.0+91.7 +88.7 +87.4 +84.4 +83.1 +80.1 +84.4 +81.2 +97.1 +407.5+409.5+410.8 +93.0+96.0 +97.3+400.3 +405.6 +98.0+401.0 +402.3+404.1 92.0+ 92.0+ 95.0+ 96.3+99.3+ 95.0+ 96.3+99.3+ +401.6 +405.1+408.1 +409.4+412.4 +406.0+409.0 +410.3+412.0 +408.0+411.0 +412.3 +400.1 +17 +24 +17 +11 +18 +25 +26+30 +20 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE:SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM +18.3 +18 +17 +401.5+401.60 +401.97 +405.45 +409.81+407.63 +14.21 +14.43 +12.59+12.49 +409.95+409.91 +412.64+10.80+10.80 +11.52+11.52 +14.38 8 4 0 0 841084205.5%5.5%8416.9 84 17 .9 8 41 9.2 8420.2 8422.6 84 24.1 842 2.6 84 10 .6 841 1.6 8423.6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +81.0 +400 +406 +407 +413 +402 +408 +409 +414 +412 +406 +404 +410 +411 +417 +406 +412 +413 +408 +424 +416 +410 +430 +420 +12 +19 +18 +18 +14 +84.0 +85.3+88.3 +89.6+92.6 +93.9 +81.7+84.7 +86.0+89.0 +90.3+93.3 +94.6 +400.6 +81.0+84.0 +85.3+88.3 +89.6+92.6 +93.9 +99.6 +81.0+84.0 +85.3+88.3 +89.6+92.6 +82.0+85.0 +86.3+89.3 +90.6+93.6 +84.0+87.0 +88.3+91.3 +92.6+95.6+92.7 +93.9 +95.9 +86.0+89.0 +90.3+93.3 +94.6+97.6+97.9 +87.3+90.3 +91.6+94.6 +95.9+98.9 +99.1 +99.0 +404.4 +404.6 +404.5 +93.0+96.0 +97.3+400.3 +401.6+404.4 +404.6 +404.5 +94.5+97.5 +98.8+401.8 +403.1+406.1+406.2 +96.0+99.0 +401.3+404.3 +407.5 +407.4 +401.0 +407.5 +407.4 +81.7+84.7 +86.0+89.0 +90.3+93.3 +94.6 +400.6 +402.2+405.2 +406.5+409.5 +410.8+413.8 +404.0+407.0 +408.3+411.3 +412.6+415.6 +96.9 +96.0 +93.0 +91.7 +88.7 +96.0 +93.0+91.7 +88.7 +87.4 +84.4 +83.1 +80.1 +84.4 +81.2 +97.1 +407.5+409.5+410.8 +93.0+96.0 +97.3+400.3 +405.6 +98.0+401.0 +402.3+404.1 92.0+ 92.0+ 95.0+ 96.3+99.3+ 95.0+ 96.3+99.3+ +401.6 +405.1+408.1 +409.4+412.4 +406.0+409.0 +410.3+412.0 +408.0+411.0 +412.3 +400.1 +17 +24 +17 +11 +18 +25 +26+30 +20 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1 G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE:SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM AA1.S NTS1PARTIAL SITE PLAN NORTH FRONTAGE RD PROPERTY L I N E LOT L INE +18.3 +18 +17 +401.5+401.60 +401.97 +405.45 +409.81+407.63 +14.21 +14.43 +12.59+12.49 +409.95+409.91 +412.64+10.80+10.80 +11.52+11.52 +14.38 8 4 0 0 841084205.5%5.5%8416 .9 84 17 .9 8 41 9.2 8 420.2 842 2.6 84 24.1 842 2.6 84 10 .6 8 41 1.6 842 3.6 4.8%8.0%8.0% 8.3%8.3%8.3% 8.3% 8.3%5.0% +81.0 +400 +406 +407 +413 +402 +408 +409 +414 +412 +406 +404 +410 +411 +417 +406 +412 +413 +408 +424 +416 +410 +430 +420 +12 +19 +18 +18 +14 +84.0 +85.3+88.3 +89.6+92.6 +93.9 +81.7+84.7 +86.0+89.0 +90.3+93.3 +94.6 +400.6 +81.0+84.0 +85.3+88.3 +89.6+92.6 +93.9 +99.6 +81.0+84.0 +85.3+88.3 +89.6+92.6 +82.0+85.0 +86.3+89.3 +90.6+93.6 +84.0+87.0 +88.3+91.3 +92.6+95.6+92.7 +93.9 +95.9 +86.0+89.0 +90.3+93.3 +94.6+97.6+97.9 +87.3+90.3 +91.6+94.6 +95.9+98.9 +99.1 +99.0 +404.4 +404.6 +404.5 +93.0+96.0 +97.3+400.3 +401.6+404.4 +404.6 +404.5 +94.5+97.5 +98.8+401.8 +403.1+406.1+406.2 +96.0+99.0 +401.3+404.3 +407.5 +407.4 +401.0 +407.5 +407.4 +81.7+84.7 +86.0+89.0 +90.3+93.3 +94.6 +400.6 +402.2+405.2 +406.5+409.5 +410.8+413.8 +404.0+407.0 +408.3+411.3 +412.6+415.6 +96.9 +96.0 +93.0 +91.7 +88.7 +96.0 +93.0+91.7 +88.7 +87.4 +84.4 +83.1 +80.1 +84.4 +81.2 +97.1 +407.5+409.5+410.8 +93.0+96.0 +97.3+400.3 +405.6 +98.0+401.0 +402.3+404.1 92.0+ 92.0+95.0+ 96.3+99.3+ 95.0+ 96.3+99.3+ +401.6 +405.1+408.1 +409.4+412.4 +406.0+409.0 +410.3+412.0 +408.0+411.0 +412.3 +400.1 +17 +24 +17 +11 +18 +25 +26+30 +20 8404' -7" 8421' -5" 8432' -3" 8443' -1" 8452' -9" 8400' -0" 8390' -0"53' - 8 1/4"PROPERTY LINESETBACK LINE20' - 2 3/8"2' - 8 1/8"8465' -9" 8404' -7" 8421' -5"8421' -5" 8432' -3"8432' -3" 8443' -1"8443' -1" CRAWLSPACE FFE FLR 1: 8409.64FFE FLR 0: 8398.64 FFE FLR 1: 8412.64FFE FLR 0: 8401.64 FFE FLR 1: 8415.64FFE FLR 0: 8404.64 1G-110 Sim______ PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/9/2022 10:20:58 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 SITE SECTION G-110 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SITE SECTION 1" = 20'-0"2 SITE PLAN DIAGRAM N 4 4 EAST VAIL HOUSING | EXHIBIT G APPROVED DRAWINGS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN APARTMENT BUILDING SITE DESIGN GRADING SITE SECTION 3 4 5 6 7 8 9 10 13 14 Shift alignment of the access road approximately 6'-0" to the north to meet ADA and TOV requirements (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust grading and roof form to meet requirements of a 3-story building with basement, as designed in original approval. Adjust sidewalk layout to provide conforming accessible routes throughout per TOV requirements. Adjust rock walls to limit height to 3'-0" and less than 2'-0 from the front setback per TOV requirements. Coordinate Civil and Architectural to accurately represent proposed apartment building floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Coordinate Civil and Architectural to accurately represent proposed townhome floor plan (prior floor plans and site plans were not coordinated and did not accommodate for road placement). Adjust rock fall wall design to a balanced cut and fill rather than entirely fill and soften transition at rear of Townhomes. This will result in less construction traffic and project impact. Update rear Townhome site work to minimize overlot grading and preserve existing vegegation. Increase accessible parking to meet Code and relocate to achieve required accessible route per TOV requirements. Adjust underground utilities to conform to Eagle River Water and Sanitation District standards.ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 424 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: LANDSCAPE MASTER PLAN SHEET NUMBER: L1.0-A EAST VAIL HOUSING | EXHIBIT H Approved DRB Submittal dated 2019.02.20 LANDSCAPE PLANTING PLAN APPROVED PLAN FROM DRB PACKAGE DATED 2019.02.20 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 425 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver SHEET TITLE: LANDSCAPE MASTER PLAN SHEET NUMBER: L1.0-B EAST VAIL HOUSING | EXHIBIT H The planting plan shows plant diversity that will be well suited for the site conditions and elevation. The layout and quantity of species is updated due to the site plan shifts, berm and bus stop screening requirements, and creating a fire-wise landscape with defensible space. LANDSCAPE PLANTING PLAN 38 54 55 56 20% additional plants along berm per DRB conditions of approval. Screen rockfall berm with undulating row of Aspens per Wildlife Mitigation Plan. Additional species screening north and west of entrance per Wildlife Mitigation Plan. Save trees within setback area per Wildlife Mitigation Plan. INTERS T A T E H I G H W A Y 7 0 FRONTA G E R O A D B.L.M. LOT 2 US FOREST SERVICE BUS STOP TRACT A APARTMENTS BUILDING D BUILDING C BUILDING B BUILDING A BUILDING E BUILDING F BUILDING G BUILDING H BLM LOT 3 INTERSTATE HIGHWAY 70 LEGEND LANDSCAPE BED NATIVE SEED TREE PRESERVATION AREA LIMIT OF WORK COBBLE MULCH SOD PROPERTY LINE CDOT PROPERTY FIRE HYDRANT, RE: CIVIL FIRE HYDRANT, RE: CIVIL NORTH SCALE 0 50 100 200 54 38 56 55 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 426 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver Approved DRB drawings LANDSCAPE SNOW STORAGE PLAN APPROVED PLAN FROM DRB PACKAGE DATED 2019.02.20 SHEET TITLE: SITE PLAN HARDSCAPE SNOW STACK SHEET NUMBER: A1.2-A ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT I July 5, 2022 - Page 427 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver INTERS T A T E H I G H W A Y 7 0 FRONTA G E R O A D B.L.M.LOT 2US FOREST SERVICE BUS STOP TRACT A APARTMENTS BUILDING D BUILDING C BUILDING B BUILDING A BUILDING E BUILDING F BUILDING G BUILDING H BLMLOT 3INTERSTATE HIGHWAY 70 SNOW STORAGE TOTAL HARDSCAPE 59,831 SF 30% SNOW STORAGE REQUIRED 17,949 SF SNOW STORAGE PROVIDED 18,083 SF PROPERTY LINE CDOT PROPERTY FIRE HYDRANT, RE: CIVIL FIRE HYDRANT, RE: CIVIL 13 EAST VAIL HOUSING | EXHIBIT I Update the total SF of hardscape to 30% for snow storage per TOV requirements. This design accommodates not just for the full build out of the project, but for each phase, and includes driveways, parking, and sidewalks. 13 Snow Storage meets or exceeds 30% for all hardscape at the end of each phase per TOV requirements. NORTH SCALE 0 50 100 200 LANDSCAPE SNOW STORAGE PLAN SHEET TITLE: SITE PLAN HARDSCAPE SNOW STACK SHEET NUMBER: A1.2-B ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 428 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE:SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODEELEVATIONS G-107 LOT 1 - EAST VAILHOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3.3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODEELEVATIONS G-107 LOT 1 - EAST VAILHOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7.6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" ZONE C ZONE B ZONE A TYP.2' - 0" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE:SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:09:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODEELEVATIONS G-107 LOT 1 - EAST VAILHOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3.3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH STANDING SEAM METAL ROOF 25 34 34 34 4040 4040 37 24 27 27 27 41 24 27 27 27 41 41 4125 25 2624 26 24 Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. EAST VAIL HOUSING | EXHIBIT J APPROVED ELEVATION FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.0A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 429 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODEELEVATIONS G-107 LOT 1 - EAST VAILHOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" ZONE C ZONE B ZONE A LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" ZONE C ZONE B ZONE A WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5' LEVEL 2 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% LEVEL 3 Wall Area 3' to 5'---- Unprotected Opening Area 3' to 5'25% NORTH ELEVATION LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 1 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 2 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% LEVEL 3 Wall Area 3' to 5'------ Unprotected Opening Area 3' to 5'----25% SOUTH ELEVATION -- ----25% -- ---- -- ---- A B C 2/G-107 1/G-107 PROJECT NORTH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:33 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH TR 2022/03/25 BUILDING CODEELEVATIONS G-107 LOT 1 - EAST VAILHOUSING BS 1/8" = 1'-0"1 SOUTH CODE ELEVATION CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. PROJECT FLAGNOTES NO.FLAGNOTE 1/8" = 1'-0"2 NORTH CODE ELEVATION 25 25 3737372424 27 41 43 42 41 41 34 26 26 4040 40 40 APPROVED ELEVATION FROM DRB PACKAGE 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.0B ISSUED FOR: DESIGN REVIEW BOARD EAST VAIL HOUSING | EXHIBIT K LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"11' - 6 1/4"9' - 8"10' - 10"10' - 10"10' - 10"53' - 8 1/4"2' - 0"58' - 2 1/8"55' - 10 1/4"9' - 8"10' - 10"10' - 10"10' - 10"153' - 8 1/4" 158' - 10 1/4" 161' - 2 1/4" 159' - 8 1/4" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"42' - 10 1/4"10' - 10"10' - 10"9' - 8"11' - 6 1/4"10' - 10"10' - 10"159' - 8 1/4"161' - 2 1/4" 158' - 10 1/4" 153' - 8 1/4" MATERIAL LEGEND STONE VENEER WOOD TIMBER COLUMN STANDING SEAM METAL ROOF 5/4" TIMBER TRIM WOOD LAP SIDING PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 9:29:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 BUILDING ELEVATIONS A-201 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32' July 5, 2022 - Page 430 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. 40 40 LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDARBOARD,CEDARMILL W/ FLASHING BOARD / BATTEN,CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIORDOOR TRIM 58" TYPE "X"GYPSUM BOARD OVER 2X6 WOODSTUDS WALL W/R-23 INSULATION WATER RESISTIVE BARRIER CEDARLAP SIDINGLEAVEAPPROPRIATE GAP - CAULK CEDAR BOARDS LEAVEAPPROPRIATEGAP - CAULK 58" TYPE "X"GYPSUM BOARD OVER 2X6 WOODSTUDS WALL W/R-23 INSULATION WATER RESISTIVE BARRIER CEDARLAP SIDING MIN.114"OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS,BRONZE COLOR METAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER (C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR W/ FLASHING BOARD / BATTEN,CEDARMILL BOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNIT OPENING (S) & BR 4" CEDARBOARD, CEDARMILL W/ FLASHING BOARD / BATTEN,CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIORDOOR TRIM 58" TYPE "X"GYPSUM BOARD OVER 2X6 WOODSTUDS WALL W/ R-23 INSULATION WATER RESISTIVEBARRIER CEDARLAP SIDINGLEAVEAPPROPRIATE GAP - CAULK CEDAR BOARDS LEAVE APPROPRIATEGAP - CAULK 58" TYPE "X"GYPSUM BOARD OVER 2X6 WOODSTUDS WALL W/ R-23 INSULATION WATER RESISTIVEBARRIER CEDARLAP SIDING MIN.114"OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS,BRONZE COLOR METAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT LAP SIDING,1 X BOARD1 X 2 12" BATTEN1 X 5 12" CORNERBOARDSHEATHING58" GYP. BOARDSEALANTBACKERRODMETALFLASHINGTYVECCHAMFER45 DEG12" C-D EXT.PLYW'DCEDARBOARDLAP SIDINGSTUCCO40 MIL "ICE ANDWATER SHEILD" 9"WIDE OVER BLDG.PAPER @ WINDOWS 2X6 WOOD STUDSWALL W/ R-19INSULATION &VAPOR BARRIER(C)(S) & BR JAMB (HEAD SIM.)(S) & BR BLOCKINGBLOCKINGSILL4" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BR6" CEDARBOARD,CEDARMILLMETALFLASHING(S) & BRW/ FLASHINGBOARD / BATTEN,CEDARMILLBOARD / BATTEN,CEDARMILL (C) INTERIOREXTERIOR UNITOPENING (S) & BR 4" CEDARBOARD, CEDARMILL W/ FLASHING BOARD / BATTEN,CEDARMILL (S) & BR DOOR UNIT DOOR FRAME INTERIORDOORTRIM 58" TYPE "X" GYPSUM BOARDOVER 2X6 WOODSTUDS WALL W/R-23 INSULATION WATER RESISTIVEBARRIER CEDARLAP SIDINGLEAVEAPPROPRIATE GAP - CAULK CEDAR BOARDS LEAVEAPPROPRIATEGAP - CAULK 58" TYPE "X"GYPSUM BOARDOVER 2X6 WOODSTUDS WALL W/ R-23 INSULATION WATER RESISTIVEBARRIER CEDARLAP SIDING MIN.114"OVERLAP A1:4.1 1/8" = 1'-0"1 BUILDINGS 1/2/3 - WEST ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - EAST ELEVATION STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT VINYL WINDOWS DOORS,BRONZE COLOR METAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE 8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker 25 3434 25 37 27 27 37 27 2626 EAST VAIL HOUSING | EXHIBIT L APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.1 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 431 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. 40 LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES -MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS,THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BEPAINTEDTO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEKFLASHING TAPE AROUND PENETRATING PIPE.METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES -MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS,THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BEPAINTEDTO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEKFLASHING TAPE AROUND PENETRATING PIPE.METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker 25 25 37 37 27 34 34 28 2626 EAST VAIL HOUSING | EXHIBIT M APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.2A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 432 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE B103' -0" LEVEL 1 -ZONE B113' -10" LEVEL 2 -ZONE B124' -8" LEVEL 3 -ZONE B135' -6" SPRING POINT -ZONE B145' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE A100' -0" LEVEL 3 -ZONE A132' -6" LEVEL 1 -ZONE A110' -10" LEVEL 2 -ZONE A121' -8" SPRING POINT -ZONE A142' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" LEVEL 0 -ZONE C106' -0" LEVEL 1 -ZONE C116' -10" LEVEL 2 -ZONE C127' -8" LEVEL 3 -ZONE C138' -6" SPRINGPOINT_ZONE C148' -2" A B C1/G1082/G108PROJECT NORTH3/G1084/G1086/G1085/G108WALL/GLAZING AREA LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'333 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.9%25% LEVEL 1 Wall Area 3' to 5'644 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'642 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.10%25% LEVEL 3 Wall Area 3' to 5'961 s.f.---- Unprotected Opening Area 3' to 5'58 s.f.6%25% WEST ELEVATION -ZONE C LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'344 s.f.---- Unprotected Opening Area 3' to 5'34 s.f.10%25% LEVEL 1 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% WEST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'410 s.f.---- Unprotected Opening Area 3' to 5'42 s.f.10%25% LEVEL 1 Wall Area 3' to 5'742 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.4%25% LEVEL 2 Wall Area 3' to 5'741 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.4%25% LEVEL 3 Wall Area 3' to 5'1205 s.f.---- Unprotected Opening Area 3' to 5'29 s.f.2%25% EAST ELEVATION -ZONE B LEVEL 0 FSD AREA % ACTUAL % ALLOWED Wall Area 3' to 5'462 s.f.---- Unprotected Opening Area 3' to 5'31 s.f.7%25% LEVEL 1 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 2 Wall Area 3' to 5'643 s.f.---- Unprotected Opening Area 3' to 5'61 s.f.9%25% LEVEL 3 Wall Area 3' to 5'960 s.f.---- Unprotected Opening Area 3' to 5'65 s.f.7%25% EAST ELEVATION -ZONE A PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 11:21:52 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OH Checker 2022/03/25 BUILDING CODEELEVATIONS G-108 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"4 WEST CODE ELEVATION -ZONE B 1/8" = 1'-0"3 EAST CODE ELEVATION - ZONE B CODE PLAN NOTES 1 BUILDING SHALL BE SPRINKLERED THROUGHOUT IN ACCORDANCE WITH IBCCHAPTER 9 AND NFPA 13-R. PROVIDE DRY SPRINKLER SYSTEM WHEREAPPROPRIATE AND AT ALL UNCONDITIONED LOCATIONS. FIRE PROTECTIONENGINEERING BY OTHERS. 2 AREA OF REFUGE IS NOT REQUIRED PER 1007.3 EXCEPTION NO.3. 3 SEE G-500 SERIES SHEETS FOR LISTED ASSEMBLIES FOR FLOOR/CEILINGS,ROOF/CEILINGS, EXTERIOR WALLS, AND PARTITIONS. LISTED FIRE-RESISTIVEASSEMBLIES MAY BE SUBSTITUTED WITH APPROVAL OF AUTHORITY HAVINGJURISDICTION AND ARCHITECT. 4 SEE DOOR SCHEDULE, SHEET A-610 FOR DOOR RATINGS. ALL RATED DOORS TOCOMPLY WITH IBC 716 5 ALL PENETRATIONS THROUGH FLOORS AND RATED WALLS TO BE FIRESTOPPEDIN ACCORDANCE WITH IBC CHAPTER 7. 6 THE GC IS TO COORDINATE FIRE DEPARTMENT CONNECTION (FDC) LOCATIONWITH AUTHORITY HAVING JURISDICTION AND ARCHITECT. 7 THE GC IS TO COORDINATE KNOX BOX LOCATION WITH FIRE DEPARTMENT ANDARCHITECT. 1/8" = 1'-0"1 EAST CODE ELEVATION - ZONE A 1/8" = 1'-0"2 WEST CODE ELEVATION - ZONE A 1/8" = 1'-0"5 EAST CODE ELEVATION - ZONE C 1/8" = 1'-0"6 WEST CODE ELEVATION - ZONE C PROJECT FLAGNOTES NO.FLAGNOTE GENERAL NOTE:NO EMERGENCY EGRESS OPENINGS ON THE INWARD-FACING EXTERIOR WALLS AT ZONE B, TYP. SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRYSECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAGITEM MATERIAL COLOR R1PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES -MOUNTAIN ASH S3BOARD AND BATTEN CEDAR SIDING 2.5" OVER34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1DOORS AND WINDOWS PREMIUM VINYL BRONZE T1DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS,THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BEPAINTEDTO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEKFLASHING TAPE AROUND PENETRATING PIPE.METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 3 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BACK OF HOUSE USES BUILDING 1 ENTRY SECOND LEVEL FIRST LEVEL GROUND LEVEL THIRD LEVEL SPRING POINT BUILDING 1 ENTRY BACK OF HOUSE USES APARTMENT BUILDING - EXTERIOR FINISH SCHEDULE TAG ITEM MATERIAL COLOR R1 PRIMARY ROOF TAMKO 50 YR - HERITAGE (CLASS A REQUIRED)MOUNTAIN SLATE R2 D1 DRIP EDGE ALUMINUM (PREFINISHED)MATCH ADJACENT ROOF F1 FASCIA @ R1 2X10 CEDAR FRENCH TOAST F3 SOFFIT VENTED V-GROOVE PLYWOOD FRENCH ROAST S1 HORIZONTAL LAP SIDING 1X8 CEDAR SW - WOODSCAPES -MOUNTAIN ASH S3 BOARD AND BATTEN CEDAR SIDING 2.5" OVER34" RS PLYWOOD SW - WOODSCAPES - CHESTNUT W1 DOORS AND WINDOWS PREMIUM VINYL BRONZE T1 DOORS AND WINDOWS TRIM 2X4 AND 2X6 CEDAR TRIM, SEE DETAILS MATCH FIELD COLOR T3 HORIZONTAL SIDING TRIM @ ENTRY 2X CEDAR MATCH FIELD COLOR T4 INSIDE CORNER TRIM 2X CEDAR MATCH FIELD T5 OUTSIDE CORNER TRIM 2X CEDAR MATCH FIELD T6 FRIEZE TRIM 2X CEDAR MATCH FIELD 1. IN THE CASE OF ANY DISCREPANCIES BETWEEN THIS SCHEDULE AND OTHER CONTRACT DOCUMENTS,THE INFORMATION ON THIS SCHEDULE SHALL TAKE PRECEDENCE. 2. ALL FLASHING, VENTS, FLUES, ROOFTOP MECHANICAL EQUIPMENT, UTILITY BOXES, AND SIMILAR ITEMS SHALL BEPAINTEDTO MATCH ADJACENT PORTIONS OF BUILDINGS UNLESS OTHERWISE NOTED. 3. TYPICAL SIDEWALL FLASHING: ICE&WATER SHIELD 2'-6" VERT UP WALL; WRAP INTO OPENINGS, THEN APPLY TYVEKFLASHING TAPE AROUND PENETRATING PIPE.METAL FLASHING EXPOSED 6" UP WALL: TYPICAL AT ALL SIDEWALL CONDITIONS. MTL1 METAL RAILING CUSTOM DESIGN POWDER COAT - BLACK SECONDARY ROOF NOT USED T2 SIDING TRIM 2X4 RS CEDAR MATCH FIELD COLOR S2 STUCCO SYNTHETIC STUCCO SYSTEM SHERWIN - WILLIAMS9104 - WOVEN WICKER A1:4.2 1/8" = 1'-0"1 1/8" = 1'-0"2 BETWEEN BUILDINGS 1/2 ELEVATION BETWEEN BUILDINGS 2/3 ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,BROWN WOOD8X8 TIMBER SNOW FENCE DARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH 25 28 25 37 37 27 27 2626 EAST VAIL HOUSING | EXHIBIT N APPROVED ELEVATIONS FROM DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN 34 34 40 BUILDING DESIGN EXTERIOR ELEVATIONS Overall building layout and exterior grading is revised to support the position of a code-compliant 3-Story building with a basement, to provide compliant handicap access and adequate exiting. If we had followed the horizontal controls from the previous DRB submittal that would have resulted in the project being classified per IBC guidelines as a 4-Story building. The previous layout did not provide adequate exiting from all occupied areas, or code-required accessible routes. Solar panels were also included to conform to the DRB conditions of approval dated 2020.03.04. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ELEVATIONS SHEET NUMBER: A1:4.2B ISSUED FOR: DESIGN REVIEW BOARD 24 25 26 27 28 34 37 40 41 42 43 Coordinate elevation changes between Zones A-B and B-C to lower Average Grade Plane to facilitate required Accessible Routes for the project per TOV requirements. Increase elevation of Spring Points at roof level by 1' - 8" to meet Code requirements for finished ceiling heights on top floors to achieve code minimums. Reduce Floor-to-Floor heights at all levels to offset the increase in Spring Points at the roof level as noted above. Reduce angle of kickers at low roof overhangs to comply with code compliance and clearances below; changed kicker angle at high roofs to match and meet code requirements. Slot window elevation changed to accommodate the elevation of the low entry roofs. Change roof material from asphalt shingles to standing seam metal per DRB conditions of approval dated 2020.03.04. Building entry point design updated per DRB conditions of approval dated 2020.03.04. Adjust roof form to meet approved building heights. Adjust roof overhangs to accommodate updated grading Remove window to accommodate updated grading Adjust windows to accommodate roof kicker July 5, 2022 - Page 433 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver A4.03 150'-6"T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0"T.O. RIDGE TYP.???? 161'-0"T.O. RIDGE TYP.????SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12 VALLEYR1 VA L L E Y SLOPE4:12SLOPE4:12A4.03161'-0"T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGE SLOPE6:12 SLOPE6:12 VA L L E Y R1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12 R1 RIDGESLOPE6:12SLOPE6:12 R1 SLOPE4:12RIDGESLOPE6:12SLOPE6:12 R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12 R1SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5 BUILDING 2 - STAIR SECTION4:124:124:124:126:12 6:12 6:12 6:12 4:124:124:124:124:124:124:124:126:126:12 6:126:12 153' - 8 1/4" 149' - 7 1/2" 158' - 10 1/4"161' - 2 1/4" 159' - 8 1/4" 155' - 7 3/4" 155' - 7 3/4" 149' - 7 3/4" 07.13 07.1307.13 07.1307.07 07.07 07.07 07.14 07.1407.14 07.14 2' - 0"CLR.5' - 5 3/4"EQ EQEQEQ EQ EQ 5' - 6"2' - 2" 5' - 5 3/4"EQ EQ 1' - 7"TYP.TYP. TYP. TYP.TYP. TYP. TYP. TYP. TYP. 142' - 10 1/4" 142' - 10 1/4"142' - 10 1/4"147' - 0 1/4" 26.1726.1726.17 26.17 148' - 10 1/4" 147' - 0 1/4" 149' - 7 3/4"149' - 3 3/4" 148' - 7 3/4" 142' - 10 1/4" 149' - 4 1/4" 148' - 8 1/4" 149' - 4 1/4"148' - 10 1/4"148' - 10 1/4" EXTERIOR FACE OFWALLS BELOW TYP.2' - 0"3' - 9"2' - 3"3' - 9"6:126:12 6:12 6:124:124:12 4:124:124:124:124:12 4:124:124:124:12 4:124:12 4:12 4:12 6:126:12 6:12 6:12 6:12 6:12 4:124:126:126:124:124:1207.1307.13 07.1307.13 6' - 10" 6' - 10" 6' - 11" 6' - 11" 7' - 6 1/4" 7' - 6 1/4" 6' - 10 1/8"5' - 10 1/2"5' - 2 1/2"5' - 2 1/2"5' - 10 1/2"21' - 0 7/8" 9' - 0 1/8"5' - 8 1/2"5' - 6 5/8"9' - 5 1/2"9' - 8 1/2"1' - 6"9' - 8 5/8"1' - 4 7/8"122' - 2 3/4" 122' - 2 3/4" 112' - 10" 111' - 4 1/2" 124' - 5 3/4" 122' - 6 3/4" 123' - 11 3/4" 123' - 11 1/4"123' - 11 1/4" 127' - 2 1/4" 126' - 11 1/4" 130' - 1 3/4" 126' - 11 1/4" 128' - 8" 130' - 6" 116' - 10" 116' - 10" 128' - 2 1/2" 128' - 2 1/2" MATERIAL LEGEND STANDING SEAM METAL ROOF SOLAR READY ROOF AREA PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:00:12 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 ROOF PLAN A-105 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 MAIN ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.07 PRE-FINISHED METAL GUTTER W/ HEAT TRACE 07.13 SNOW MELT 07.14 SNOW FENCE 26.17 SOLAR PANELS, RE: ELEC ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTENDCONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOWTHE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE ANENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNTTHE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TOPROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING,DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THERETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THEREMUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDERTHE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BELOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROMEAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THESNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OFSNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCESUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BEFORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN PROJECT NORTH4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTENDCONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOWTHE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE ANENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNTTHE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TOPROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING,DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THERETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THEREMUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDERTHE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BELOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROMEAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THESNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OFSNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCESUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BEFORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 156' - 8 71/256" 152' - 7 39/64" 161' - 10 71/256"164' - 2 1/8" 162' - 8 71/256" 158' - 7 43/64" 158' - 7 47/64" 152' - 7 43/64" A 1 3 4 6 B C D 2 51.3 1.6 3.2 3.8 5.3 5.6 67' - 0"10' - 0"58' - 0"10' - 0"67' - 0" 212' - 0"24' - 0"10' - 0"24' - 0"58' - 0"07.13 07.13 07.13 07.13 07.134" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 07.13 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/3/2022 8:58:48 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 ROOF PLAN A-105 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 ROOF PLAN 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE 07.13 SNOW MELT ROOF PLAN NOTES 1 MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT AT ROOF AREAS (INCLUDING CRICKETS).SLOPE VALLEYS A MINIMUM OF 1/8” PER FOOT. 2 PROVIDE SECOND LAYER OF SELF-ADHERING MEMBRANE AT VALLEYS AND EAVES. 3 ALL RAINWATER LEADERS (TO 4' BELOW FINISHED GRADE), GUTTERS, EAVES AND 1/2THE DISTANCE UP VALLEYS TO BE HEAT TRACED. 4 PROVIDE SHT MTL FLASHING PAN AT ALL VALLEYS. PAN FLASHING TO EXTENDCONTINUOUSLY FROM VALLEY TO EAVE ALONG ROOF PAN FLASHING. 5 SEE SHEET A-660 FOR TYPICAL ROOF DETAILS. 6 SNOW FENCES: THE SNOW RESTRAINT IS SHOWN DIAGRAMMATICALLY ONLY TO SHOWTHE INTENT OF THE AREAS OF ROOF TO BE RETAINED. THE SUPPLIER TO PROVIDE ANENGINEERED SYSTEM DESIGNED FOR LOCAL CONDITIONS, TAKING INTO ACCOUNTTHE ROOF SNOW LOAD, ROOF SLOPE AND ROOFING MATERIAL. THE SUPPLIER IS TOPROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE, DETAILS FOR ATTACHMENT AND WATERPROOFING,DESIGN CRITERIA, AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THERETENTION SYSTEM. WHERE SNOW FENCES ARE APPLIED TO METAL ROOFING THEREMUST BE ICE FLAGS OR MESH PROVIDED TO PREVENT SNOW AND ICE SLIDING UNDERTHE FENCE IF THE AREA BELOW IS PUBLICLY ACCESSIBLE. THE SNOW FENCE IS TO BELOCATED WITHIN A FEW INCHES OF THE EAVE. IF LOCATED MORE THAN 12" FROMEAVE THEN SNOW CLIPS MUST BE PROVIDED ON THE SECTION OF ROOF BELOW THESNOW FENCE. STRUCTURAL BACKING MUST BE PROVIDED FOR THE ATTACHMENT OFSNOW FENCE BRACKETS. SEE STRUCTURAL FOR DETAILS. THE SNOW FENCESUPPLIER MUST COORDINATE WITH THE STRUCTURAL ENGINEER. 7 CRICKETS SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY ELEMENT GREATER THAN30" WIDE AS MEASURED PERPENDICULARLY TO THE ROOF SLOPE. CRICKETS TO BEFORMED FROM SHEET METAL. 1/8" = 1'-0"2 LOWER ROOF PLAN 34 34 40404040 34 34 25 25 25 25 34 34 EAST VAIL HOUSING | EXHIBIT O DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN ZONE A ZONE CZONE B 25 34 40 Change Building Height call-outs to be accurate. Previously approved roof plans and elevation callouts were not coordinated. Change roofing material from asphalt shingles to standing seam metal and update corresponding dormer locations per DRB conditions of approval dated 2020.03.04. NOTE: material change to standing seam applies to both high and low roofs. Adjust roof form to meet approved building heights. N BUILDING DESIGN ROOF SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING ROOF PLAN SHEET NUMBER: A1:3.0 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 434 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver A1.2.3 1/8" = 1'-0"2 BUILDINGS 1/2/3 - 2ND. LEVEL PLAN - GRFA 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 1ST. LEVEL PLAN - GRFA STAIR A A110 STORAGE CORRIDOR STAIR B B110 CORRIDOR UNIT4-1 A101 RE: A-713 CORRIDOR CORRIDOR UNEXCAVATEDCRAWL SPACE UNIT 2-2 B102 RE: A-712 STAIR C C110 UNIT 4-1 C101 RE: A-713 BUILDINGMECHANICAL JANITOR CLOSETBUILDINGELECTRICAL LAUNDRY LAUNDRY LAUNDRY UNIT 2-2 B101 RE: A-712 STORAGE STORAGE CORRIDOR WATER ENTRY FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:50:56 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ OZ 2022/03/25 LEVEL 0 FLOOR PLAN -OVERALL A-101 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH UP REF REF DW UP DW REFREF W D WDWD WDWDDW W D DW REF DWREF WWDD DN UP UNEXCAVATED CRAWL SPACE STAIR A A110 LAUNDRY CORRIDOR WATER ENTRY STAIR BB110 CORRIDOR UNIT4-1A101 LAUNDRY CORRIDOR UNEXCAVATEDCRAWL SPACE UNIT 2-2B102UNIT 2-2B101 UNEXCAVATEDCRAWL SPACE STAIR C C110 UNIT 4-1C101 7 7 5 5 5 5 L6 6 5 5 2 2 6 W84 W24 W24 W84 W84 W24 W24 W84 W46W46W46 W84 BUILDINGMECHANICAL LAUNDRY BUILDINGELECTRICAL 013 011 012 014 026 025 024 021 022 023 020 010 032 033 031 030 TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 9:28:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ OZ 2022/02/24 LEVEL 0 FLOOR PLAN -OVERALL A-101 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN - OVERALL 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. 23 30 21 21 EAST VAIL HOUSING | EXHIBIT P DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN ZONE A ZONE C ZONE B N 1 2 3 4 5 BUILDING DESIGN FLOOR PLANS - BASEMENT SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.0-A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 435 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver EAST VAIL HOUSING | EXHIBIT Q 1 2 3 4 5 A1.2.3 1/8" = 1'-0"2 BUILDINGS 1/2/3 - 2ND. LEVEL PLAN - GRFA 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 1ST. LEVEL PLAN - GRFA STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 RE: A-711 UNIT 2-1 C201 RE: A-711 UNIT2-1 C203 RE: A-711 UNIT 2-1 C204 RE: A-711 CORRIDOR OFFICE UNIT 4-2 B201 RE: A-714A UNIT 4-2 B202 RE: A-714A UNIT 2-1 A204 RE: A-711 STAIR C C210CORRIDOR UNIT 2-1 A201 RE: A-711 TRASH LAUNDRY VESTIBULE VESTIBULE VESTIBULE UNIT 2-1 A201 RE: A-711 UNIT 2-1 A203 RE: A-711 FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:53:31 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 1 FLOOR PLAN -OVERALL A-102 LOT 1 - EAST VAILHOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. PROJECT NORTH PROJECT FLAGNOTES NO.FLAGNOTE UP DN DN UP UP DN D REFREFDWREFREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWREFDWW STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE 5 W84 W46W46 W84 W24 W24 W84STAIR A A210 CORRIDOR STAIR B B210 UNIT 2-1 C202 UNIT 2-1 C201 UNIT2-1 C203 UNIT 2-1 C204 CORRIDOR OFFICE UNIT 4-2 B201 UNIT 4-2 B202 UNIT 2-1 A202 UNIT 2-1 A204 STAIR C C210CORRIDOR 5 5 4 4 4 5 4 4 5 5 5 5 5 4 9 9 9 55 4 3 3 5 55 3 4 5 5 5 5 5 5 4 4 4 9 9 9 W84 W84 W84W84 W46W46 W46 STORAGE W84W84 W46 UNIT 2-1 A201 UNIT 2-1 A203 ELEC.ELEC. 111 114 115 113 117 118 119 120 121 112a 116 112b 123 124 121 125 121b 121a 126 132b 136 133 137138139140141 131 135 134 132a8' - 0"TRASH LAUNDRY PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 9:28:19 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 1 FLOOR PLAN -OVERALL A-102 LOT 1 - EAST VAILHOUSING Approver PROJECT FLAGNOTES NO.FLAGNOTE 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 22 20 21 3030 DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 1 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.0-B ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 436 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver EAST VAIL HOUSING | EXHIBIT R 1 2 3 4 5 A1.2.4 1/8" = 1'-0"4 BUILDINGS 1/2/3 - 4TH. LEVEL PLAN - GRFA 1/8" = 1'-0"3 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 3RD. LEVEL PLAN - GRFA STORAGESTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 RE: A-714A UNIT 2-1 A301 RE: A-711 UNIT 2-1 A302 RE: A-711 UNIT 2-1 A304 RE: A-711 UNIT 2-1 A303 RE: A-711 STAIR C C310 UNIT 4-1 C301 RE: A-713 UNIT 4-1 C302 RE: A-713 CORRIDORSTORAGE CORRIDOR UNIT 4-2 B302 RE: A-714A STORAGE FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:56:40 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 2 FLOOR PLAN -OVERALL A-103 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN UP DN UP WW DD WWDDWD DW REF REF DW REF REF REFREFDWREFREFDWREFDWREFDWREFDWREFDWLAUNDRYSTAIR A A310 CORRIDOR STAIR B B310 UNIT 4-2 B301 UNIT 2-1 A301 UNIT 2-1 A302 UNIT 2-1 A304 UNIT 2-1 A303 STAIR C C310 UNIT 4-1 C301 UNIT 4-1 C302 CORRIDORLAUNDRY CORRIDOR UNIT 4-2 B302 1 1 1 1 4 1 4 4 1 9 4 1 4 9 9 9 1 1 4 4 1 1 1 4 4 9 1 1 1 1 4 9 9 9 99 17 17 9 9 W84 W46W46 W84 W84 W46 W46W46 W84W84 W24 W84W84 W46W46 W46 LAUNDRY 211 214 213 215 216 212 221 223 224 226 232 234 233 231TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 10:24:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 2 FLOOR PLAN -OVERALL A-103 LOT 1 - EAST VAILHOUSING Approver 0'4'8'16'32'1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN - OVERALL PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. PROPOSED DESIGN DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 2 SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.1-A ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 437 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver EAST VAIL HOUSING | EXHIBIT S 1 2 3 4 5 A1.2.4 1/8" = 1'-0"4 BUILDINGS 1/2/3 - 4TH. LEVEL PLAN - GRFA 1/8" = 1'-0"3 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - 3RD. LEVEL PLAN - GRFA STORAGE S-4 STORAGE S-4 CORRIDOR UNIT 2-1 A401 RE: A-711 UNIT 4-1 C402 RE: A-713 UNIT 4-1 C401 RE: A-713 UNIT 2-1 A402 RE: A-711 UNIT 2-1 A404 RE: A-711 UNIT 2-1 A403 RE: A-711 STAIR C C410 CORRIDOR UNIT 4-2 B402 RE: A-714A UNIT 4-2 B401 RE: A-714A STAIR B B410 STORAGE S-4 CORRIDOR FLOOR PLAN LEGEND AREA NOT IN CONTRACT UNOCCUPIED SPACE PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®4/22/2022 3:57:24 PMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 LEVEL 3 FLOOR PLAN -OVERALL A-104 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-503 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. 0'4'8'16'32'PROJECT NORTH DN DN WW DD WWDD DW REF REF REFREFDWREFREFDWDW REF REFWDREFDWREFDWREF DWREFDWLAUNDRY S-4 LAUNDRYS-4 CORRIDOR UNIT 2-1 A401 UNIT 4-1 C402 UNIT 4-1 C401 UNIT 2-1 A402 UNIT 2-1 A404 UNIT 2-1 A403 STAIR C C410CORRIDOR UNIT 4-2 B402 UNIT 4-2 B401 STAIR B B410 1 9 1 1 1 9 9 9 1 1 4 4 1 1 1 9 1 1 1 1 4 4 1 18 9 9 1 1 9 1 9 9 1 1 2 1 1 W84 W46W46 W84 W84 W46 W46W46 W84W84 W24 W84W84 W46W46 W46 LAUNDRY S-4 CORRIDOR 331 334 333 336335 332 321 333 334 322 334 333 332 331 TRASH TRASH TRASH PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/1/2022 10:24:27 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1/8" = 1'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 OZ Checker 2022/02/24 LEVEL 3 FLOOR PLAN -OVERALL A-104 LOT 1 - EAST VAILHOUSING Approver 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN - OVERALL 0'4'8'16'32' PROJECT FLAGNOTES NO.FLAGNOTE FLOOR PLAN NOTES 1 EL.100'-0" (LEVEL 1) EQUATES TO USGS DATUM ELEVATION *TBD 2 EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING, FACE OF CONCRETE/MASONRY,COLUMN CENTERLINE, OR CENTERLINE OF WINDOW U.N.O. 3 INTERIOR DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE/MASONRY, ORCOLUMN CENTERLINE U.N.O. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALLBE MAINTAINED. 4 SEE SHEET G-501 FOR PARTITION TYPES. SEE CODE PLANS, G-100 SERIES SHEETS,FOR RATINGS OF PARTITIONS. METAL STUD PARTITIONS ARE TYPE 23C, U.N.O. WOODSTUD PARTITIONS ARE TYPE W24C U.N.O. 5 PARTITION TYPES INDICATED CONTINUE AROUND CORNERS U.N.O. 6 MAINTAIN CONTINUITY OF RATED PARTITIONS AT HEAD AND BOTTOM OF PARTITIONAND AT JOINTS WITH DISSIMILAR PARTITIONS WITH LISTED JOINT ASSEMBLIES. 7 WHERE TWO DIFFERING PARTITION TYPES ABUT ALONG A CONTINUOUS LINE, THECONTINUOUS FINISHED SURFACE OF THESE PARTITIONS SHALL ALIGN U.N.O. 8 WHERE DOORS ARE NOT SPECIFICALLY LOCATED, PROVIDE A HINGE-SIDE JAMBDIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR PARTITION. 9 WHERE MECHANICAL DUCTWORK PENETRATES A COMPONENT OF THE FIRE-RATEDASSEMBLY, PROVIDE FIRE AND/OR SMOKE DAMPERS IN ACCORDANCE WITH IBCCHAPTER 7. 10 PROVIDE 1/2" CLEARANCE FROM DUCTWORK FOR VIBRATION ISOLATION. 11 THERE SHALL BE NO EXPOSED PIPES, DUCTS, ETC. ALL SUCH LINES SHALL BECONCEALED OR FURRED UNLESS SPECIFICALLY NOTED AS EXPOSED CONSTRUCTION. 12 FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF CASEWORK, MILLWORK ANDOTHER BUILT-IN ITEMS. 13 SEE SHEET G-401 FOR MOUNTING HEIGHTS AND BLOCKING FOR FUTURE GRAB BARS. 14 SEE A-600 SERIES FOR DOOR SCHEDULE. 15 SEE A-700 SERIES SHEETS FOR UNIT PLANS. DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN Trash service rooms were added as the previous design did not provide an accessible path to the trash enclosure. Laundry rooms were added. A water entry room was added as this is required by the fire code. ZONE A ZONE C ZONE B N BUILDING DESIGN FLOOR PLANS - LEVEL 3 20 21 22 23 30 Add Trash Collection room(s) on accessible route. Add Laundry room(s) on accessible route. Add Property Manager's Office on accessible route. Add dedicated Water Entry room at Level 0. Relocate Mechanical and Electrical rooms. SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING FLOOR PLANS SHEET NUMBER: A1.2.1-B ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 438 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver NORTH (BACK) BUILDING 3 EAST (RIGHT) WEST (LEFT) 298 SF ABOVE GRADE 398 SF BELOW GRADE 696 SF OF WALL 12'-0"58'-0" 0 SF ABOVE GRADE 852 SF BELOW GRADE 852 SF OF WALL Below Grade Above Grade Total = 3,428 sf of wall below grade / 6,912 sf of wall = 50% of wall below grade .50 X 7,590 sf of horizontal floor area = 3,795 sf deduction 81'-0" 78'-0" 71'-0"12'-0"Horizontal Floor Area: 2,715 sf UNIT GRFA(inc.exterior face of the wall)CONTRIBUTING TO GRFA LEVEL 1 - 7,590 SQ FT (INCLUDING COMMON) LEVEL 2 - 9,960 SQ FT (INCLUDING COMMON) LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) TOTAL = 38,370 SQ FT TOTAL BUILDING GRFA EXCLUDE COMMOM GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 30,920 SQ FT 38,370 SQFT 3,655 SQFT 3,795 SQFT COMMON SPACE DEDUCTIONGRFAPER TOV CODE12-15-3-b-1-a-1 TOTAL = 3,655 SQ FT NORTH (BACK) BUILDINGS 1-2 0 SF ABOVE GRADE 1908 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDING 1-2 1908 SF ABOVE GRADE 0 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDINGS 3 852 SF ABOVE GRADE 0 SF BELOW GRADE 852 SF OF WALL 426 SF ABOVE GRADE 270 SF BELOW GRADE 696 SF OF WALL LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) 81'-0" 78'-0" 71'-0"12'-0"12'-0"58'-0" A1.2.5 APARTMENT BUILDINGS - 1/2/3 NORTH (BACK) BUILDING 3 EAST (RIGHT) WEST (LEFT) 298 SF ABOVE GRADE 398 SF BELOW GRADE 696 SF OF WALL 12'-0"58'-0" 0 SF ABOVE GRADE 852 SF BELOW GRADE 852 SF OF WALL Below Grade Above Grade Total = 3,428 sf of wall below grade / 6,912 sf of wall = 50% of wall below grade .50 X 7,590 sf of horizontal floor area = 3,795 sf deduction 81'-0" 78'-0" 71'-0"12'-0"Horizontal Floor Area: 2,715 sf UNIT GRFA(inc.exterior face of the wall)CONTRIBUTING TO GRFA LEVEL 1 - 7,590 SQ FT (INCLUDING COMMON) LEVEL 2 - 9,960 SQ FT (INCLUDING COMMON) LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) TOTAL = 38,370 SQ FT TOTAL BUILDING GRFA EXCLUDE COMMOM GRFA EXCLUDE BASEMENT GRFA TOTAL TOV GRFA = 30,920 SQ FT 38,370 SQFT 3,655 SQFT 3,795 SQFT COMMON SPACE DEDUCTIONGRFAPER TOV CODE12-15-3-b-1-a-1 TOTAL = 3,655 SQ FT NORTH (BACK) BUILDINGS 1-2 0 SF ABOVE GRADE 1908 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDING 1-2 1908 SF ABOVE GRADE 0 SF BELOW GRADE 1908 SF OF WALL SOUTH (FRONT) BUILDINGS 3 852 SF ABOVE GRADE 0 SF BELOW GRADE 852 SF OF WALL 426 SF ABOVE GRADE 270 SF BELOW GRADE 696 SF OF WALL LEVEL 3 - 10,410 SQ FT (INCLUDING COMMON) 81'-0" 78'-0" 71'-0"12'-0"12'-0"58'-0" A1.2.5 APARTMENT BUILDINGS - 1/2/3 GROSS FLOOR AREA LEVEL 0 BUILDING LAUNDRY/ STORAGE/ OFFICE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST BELOW GRADE 389.65 SF ABOVE GRADE 294.48 SF ABOVE GRADE 148.59 SF ABOVE GRADE SOUTH 1766.92 SF ABOVE GRADE 1392.99 SF BELOW GRADE 2662.17 SF BELOW GRADE 670.61 SF BELOW GRADE 378.15 SF BELOW GRADE ABOVE GRADE 2707.92 SF OF WALL BELOW GRADE/ 5307.56 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFAPER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON)LEVEL 1 -12,042 SF (INCLUDING COMMON)LEVEL 2 -11,835 SF (INCLUDING COMMON)LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRAEXCLUDE COMMON GFRAEXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF8,899 SF3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF 77' - 0" 68' - 0" 67' - 5"3' - 11"10' - 10"60' - 7 1/8"7' - 5 7/8"17' - 6"6' - 6 1/8"58' - 3 7/8"3' - 8"PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:27:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-702 LOT 1 - EAST VAILHOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS GROSS FLOOR AREA LEVEL 0 BUILDING COMMUNITY ROOM / STORAGE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST10' - 10"67' - 0 1/4"11' - 0 5/32"68' - 0"11' - 0"77' - 6"10' - 10"10' - 10"47' - 6 33/64"47' - 4 73/256" BELOW GRADE 241.40 SF ABOVE GRADE 203.92 SF ABOVE GRADE 0 SF ABOVE GRADE 11' - 0"77' - 6" 68' - 0" 67' - 0 1/4"10' - 10"11' - 0 5/32"SOUTH 2359.64 SF ABOVE GRADE 0 SF BELOW GRADE 2359.64 SF BELOW GRADE 273.65 SF BELOW GRADE 309.12 SF BELOW GRADE ABOVE GRADE 2,942.41 SF OF WALL BELOW GRADE/ 5,747.37 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFAPER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON)LEVEL 1 -12,042 SF (INCLUDING COMMON)LEVEL 2 -11,835 SF (INCLUDING COMMON)LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRAEXCLUDE COMMON GFRAEXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF8,899 SF3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®3/11/2022 11:33:46 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSINGEAST VAIL COMMUNITYVAIL, COLORADO 81657121161.00 Author Checker 2022/02/24 GROSS AREA G-702 LOT 1 - EAST VAILHOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS GROSS FLOOR AREA LEVEL 0 BUILDING LAUNDRY/ STORAGE/ OFFICE 2 BEDROOM UNITS 3 BEDROOM UNITS 4 BEDROOM UNITS 2,442 SF 1,911 SF LEVEL 1 8,899 SF LEVEL 2 LEVEL 3 FLOOR TOTALS 2,647 SF 1,899 SF FINISHED TOTAL SF 2 UNITS 8 UNITS 4 UNITS 4 UNITS 18 UNITS 1 UNIT 1 UNIT 2 UNITS 1 UNIT 4 UNITS 4 UNITS 11 UNITS 4,964 SF 9,600 SF 9,924 SF 9,924 SF 34,412 SF 7,611 SF 12,042 SF 11,835 SF 11,823 SF 43,311SF EAST NORTH WEST BELOW GRADE 389.65 SF ABOVE GRADE 294.48 SF ABOVE GRADE 148.59 SF ABOVE GRADE SOUTH 1766.92 SF ABOVE GRADE 1392.99 SF BELOW GRADE 2662.17 SF BELOW GRADE 670.61 SF BELOW GRADE 378.15 SF BELOW GRADE ABOVE GRADE 2707.92 SF OF WALL BELOW GRADE/ 5307.56 SF OF TOTAL WALL = 51% OF WALL BELOW GRADE .51 x 6,587 SF OF HORIZONTAL FL AREA = 3,359.37 SF DEDUCTION UNIT GRFA (TO EXT. FACE OF SHEATHING) COMMON SPACE DEDUCTION GRFAPER T.O.V. CODE 12-15-3-b-1-a-1 LEVEL 0 -7,611 SF (INCLUDING COMMON)LEVEL 1 -12,042 SF (INCLUDING COMMON)LEVEL 2 -11,835 SF (INCLUDING COMMON)LEVEL 3 -11,823 SF (INCLUDING COMMON) TOTAL BUILDING GFRAEXCLUDE COMMON GFRAEXCLUDE BELOW GRADE GRFA TOAL T.O.V. GRFA = 43,311 SF8,899 SF3,359.37 SF 31,052.63 SF TOTAL = 8,899 SF TOTAL = 43,311 SF 77' - 0" 68' - 0" 67' - 5"3' - 11"10' - 10"60' - 7 1/8"7' - 5 7/8"17' - 6"6' - 6 1/8"58' - 3 7/8"3' - 8"PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE:SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/3/2022 10:27:08 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvt1" = 10'-0"LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/03/25 GROSS AREA G-702 LOT 1 - EAST VAILHOUSING Approver 1" = 10'-0" GROSS FLOOR AREA 1" = 10'-0" GROSS AREA ELEVATION DIAGRAMS 3939 39 39 EAST VAIL HOUSING | EXHIBIT T DRAWING FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN 39 Maintain a minimum of 70% of the total built GRFA as deed-restricted employee housing units per TOV PEC conditions of approval - Total SF increase of 4,941 SF - GFRA increase of 132.63 SF The previous submittal showed an exiting system that was partially open-air, including non-compliant exit balconies on several levels. The adjusted design encloses all parts of the exiting system (corridors, stairs, vestibules, etc.), which accounts for the majority of the 4,941 SF increase in Total Area. After accounting for the additional BOH spaces (property manager's office, laundry, storage, additional MEP space) and applying the same methodology for calculating Gross Residential Floor Area as in the previous approved DRB package, the net increase in GRFA is 132.63 SF BUILDING DESIGN FLOOR AREA CALCULATIONS SHEET TITLE: DEED RESTRICTED APARTMENT BUILDING GRFA CALCS SHEET NUMBER: A1.2.5 ISSUED FOR: DESIGN REVIEW BOARD July 5, 2022 - Page 439 of 885 PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®LOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 Author Checker 2022/05/04 LOT 1 - EAST VAIL HOUSING Approver 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0"2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2"2"6" X 6" RS DOUG FIR KICKER 9 0.0 0° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2"1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3"2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z-CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID R1 0'-0" 5'-0"4"8"MAINTAIN2X10 TREATED WD DOUBLE TOP CAP PREFINISHED METAL CAP FLG WITH MEMBRANE FLGPREFINISHED METAL FLG UNDER BLOCKING 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANESEALER GRID 8x8 VERT HEAVY TIMBER 1' - 4 3/4" 2' - 0"MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT WOOD BLOCKING RE: STRUCT THRU BOLT RE: STRUCT 5/4" X 2" CEMENT BD TRIM AROUND HT 1 SPRING POINT -ZONE A142' -2" ATTIC SPACE ATTIC LOUVER E2.1 R1R1 SNOW FENCE A-6601Sim E1.1 A-622 1 Sim A-622 3 Sim CEMENT BOARD SOFFIT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE:SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:11:31 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ROOF DETAILS A-660 LOT 1 - EAST VAILHOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIMCROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7ROOF MECHANICAL SCREEN 3" = 1'-0"8WALL MATERIAL TRANSITION 1/2" = 1'-0"9 SECTION DETAIL AT LOUVER ANDDUTCH GABLE 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0"2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2"2"6" X 6" RS DOUG FIR KICKER 9 0.0 0° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2"1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3"2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z-CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID R1 0'-0" 5'-0"4"8"MAINTAIN2X10 TREATED WD DOUBLE TOP CAP PREFINISHED METAL CAP FLG WITH MEMBRANE FLGPREFINISHED METAL FLG UNDER BLOCKING 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANESEALER GRID 8x8 VERT HEAVY TIMBER 1' - 4 3/4" 2' - 0"MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT WOOD BLOCKING RE: STRUCT THRU BOLT RE: STRUCT 5/4" X 2" CEMENT BD TRIM AROUND HT 1 SPRING POINT -ZONE A142' -2" ATTIC SPACE ATTIC LOUVER E2.1 R1R1 SNOW FENCE A-6601 Sim E1.1 A-622 1 Sim A-622 3 Sim CEMENT BOARD SOFFIT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE:SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:11:31 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ROOF DETAILS A-660 LOT 1 - EAST VAILHOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIMCROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4 TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1 TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6 SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7ROOF MECHANICAL SCREEN 3" = 1'-0"8 WALL MATERIAL TRANSITION 1/2" = 1'-0"9 SECTION DETAIL AT LOUVER ANDDUTCH GABLE 2X NAILER CEMENT SOFFIT BOARD PAINTED 5/4" x 3" CEMENT BD TRIM 5/4" x 4" CEMENT BD TRIM 1/2" 2 1/2" 1/2" 2 1/2" 1/2" 2 1/2" 1/2" R1 2' - 0" MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD 1/2" 3 1/2" SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT SNOW FENCE BEYOND R1 GRID 2' - 0"2X WD BLOCKING BTWN RAFTER TAILS 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. E3.12'-0" RE: STRUCT1 1/2"2"6" X 6" RS DOUG FIR KICKER 9 0. 0 0 ° 3"3 1/2" 7" 1" WOOD SCREW STL PLATE, PTD; RE:STRUCT BACKER ROD AND SEALANT ALL SIDES OF PLATE 2X WOOD BLOCKING STL PLATE, PTD; RE:STRUCT EXTEND WP BEHIND STL PLATE E2.1 WHERE OCCURS LAP SELF ADHERED MEMB FLG OVER STL PLATE, PROVIDE CONT SLNT BEAD AT TOP 2" 3" 2" SOFFIT TRIM BEYOND GRID VARIES RE: ROOF PLAN 2X8 WD BLOCKING BTWN RAFTER TAILS 8" X 8" HAND HEWN CEDAR TIMBER, NO STAIN, BOLTED TO STEEL TABS 2X WD BLOCKING BTWN RAFTER W/2X LEDGE ATTACHED TO SIDERAFTER STL BASE PLATE ATTACHED TO WD BLOCKING PREFIN SOFFIT VENT W/INTEGRAL BUG SCREEN 5/4" CEMENT BD TRIM, CUT TO FIT 5/4" X 2" CEMENT BD TRIM 5/4" X 4" CEMENT BD TRIM 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD E2.12'-0" RE: STRUCT1' - 8"TOP OF PITCH PAN 1" 5 1/4" 1"7 3/4"6"8 1/2"3"1' - 0" 3 1/2" PLASTIC SPACER 3/8" SQUARE STEEL TAB ATTACHED TO STANCHION 2" DIA STL PIPE, WELDED TO STANCHION; PTD PTD STANCHION; RE: STRUCT 24" WIDE HIGH TEMP SELF ADHERED MEMB OVER EAVE FLG SNOW MELT EAVE PANEL WRAP ROOF MEMB OVER SNOW MELT EAVE PANEL RIB MOUNTED CLIP ON SNOW FENCE 1 1/2" 2"1/2" ICE FLAGS ATTACHED TO SIDE OF TIMBEREQEQEQ 4 1/2"PROVIDE (4x) 2" DIA STL PIPES BEYOND THE LAST STANCHION. WELD TO STANCHION AND A STL PLATE ON THE CANTILEVERED END. LOWEST PIPE TO HAVE ICE FLAG DOUBLE WIRE GUTTER SNOW MELT; EXTEND INTO DOWN SPOUTS E3.1 WHERE OCCURS CEMENT BD SOFFIT R1 FILL POCKET WITH LIQUID MEMBRANE (APPLY WITH CAULKING GUN) FULL COVE BEAD OF LIQUID MEMBRANE FIELD SHEET OF WATERPROOFING UNDERLAYMENT BOTTOM FLASHING (INSTALL FIRST OVER FIELD SHEET OF WATERPROOFING UNDERLAYMENT) UPPER FLASHING (INSTALL SECOND BOTTOM FLASHING & FIELD SHEET OF WATERPROOFING UNDERLAYMENT) STRIP IN BOTTOM & UPPER FLASHING WITH WATERPROOFING UNDERLAYMENT NOTE : ALL METAL FLASHING SHALL BE COMPLETELY SOLDERED 8" CHANNEL RE:STRUCT GRID 2' - 0" 3"2" 3"3 1/2" 7" 1" E3.1 2" 3" 2" E1.1 4"4" LAP SELF ADHERED MEMB FLG OVER THRU WALL FLG, PROVIDE CONT SLNT BEAD AT TOP BEAM TIE RE:STRUCT 2X WD BLK BTWN RAFTER TAILS AS NEEDED 6" X 6" RS DOUG FIR KICKER 5/4" X 2" CEMENT BD TRIM ON ALL SIDES OF BEAM. EAVE AND GUTTER SNOWMELT SYSTEM EXTEND WP BEHIND WD BLK STL PLATE, PTD; RE:STRUC BACKER ROD AND SEALANT ALL SIDES OF PLATE RIB MOUNTED CLIP ON SNOW FENCE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD Z CLOSURE 12" LAP SELF ADHERED MEMB FLG OVER Z-CLOSURE AND ROOF PANEL THRU WALL MTL FLG W/ HEMMED EDGE 6"ROOF MTL FLG 6 3/4"E2.1 WHERE OCCURS EXTEND ROOF WP TO TOP OF BLOCKING GRID R1 0'-0" 5'-0"4"8"MAINTAIN2X10 TREATED WD DOUBLE TOP CAP PREFINISHED METAL CAP FLG WITH MEMBRANE FLG PREFINISHED METAL FLG UNDER BLOCKING 3X5 HSS, PAINTED 5/4" X 4" TRIM SLATS, PAINTED 5X5 HSS, BEYOND PAINTED 3X5 HSS FRAME BEYOND, SLOPE WITH ROOF TO MAIN TAIN DISTANCE FROM FINISH 16 GA HAT CHANNELS @16 " O.C., PAINTED VENT PIPING W/ BOOT MEMBRANE FLASHING 3X5 HSS, PAINTED. BOTTOM SLANTED WHERE REQUIRED TO MAINTAIN DISTANCE FROM FINISH. LVL BOLTS, RE: STR LVL BLOCKING, RE: STR FILL PERIMETER OPENING AT ROOF SEATHING WITH BITUTHANE LIQUID MEMBRANE 22 GA GALV FLASH W/FIELD SOLDIER CORNERS BITUTHANE LIQUID APPLIED MEMBRANE AT TUBE STEEL BASE POURABEL POLYURETHANESEALER GRID 8x8 VERT HEAVY TIMBER 1' - 4 3/4" 2' - 0"MTL FLG W/ HEMMED EDGE 2X8 WOOD CEDAR BOARD OVER 2X10 CEDAR FASCIA BOARD 2 X 8 STRUCTURAL FASCIA BETWEEN RAFTER TAILS, RE:STRUCTURAL SOFFIT BOARD SOFFIT TRIM BEYOND CONT 5/4" X 2" CEMENT BD TRIM CONT CLEAT WOOD BLOCKING RE: STRUCT THRU BOLT RE: STRUCT 5/4" X 2" CEMENT BD TRIM AROUND HT 1 SPRING POINT -ZONE A142' -2" ATTIC SPACE ATTIC LOUVER E2.1 R1R1 SNOW FENCE A-660 1 Sim E1.1 A-6221 Sim A-6223 Sim CEMENT BOARD SOFFIT PROJ. NO. DRAWN: CHECKED: DATE: © OZ ARCHITECTURE SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: 3003 Larimer Street Denver, Colorado 80205 phone 303.861.5704 www.ozarch.com ARCHITECTURE ®5/1/2022 8:11:31 AMBIM 360://121161.00 Booth Heights - Vail Workforce House/121161 Booth Heights_A21_CENTRAL.rvtAs indicatedLOT 1 - EAST VAIL HOUSING3700 N FRONTAGE ROAD WESTVAIL, COLORADO 81657121161.00 OZ Checker 2022/03/25 ROOF DETAILS A-660 LOT 1 - EAST VAILHOUSING Approver 3" = 1'-0"5 ROOF EAVE CEMENT BOARD TRIMCROSS SECTION 1 1/2" = 1'-0"2 ROOF RAKE DETAIL 1 1/2" = 1'-0"4 TYPICAL KICKER @ UPPER ROOF 3" = 1'-0"1 TYPICAL SNOW FENCE - ROOF 3" = 1'-0"6 SNOW FENCE FLASHING 1 1/2" = 1'-0"3 TYPICAL KICKER @ LOWER ROOF 1 1/2" = 1'-0"7ROOF MECHANICAL SCREEN 3" = 1'-0"8 WALL MATERIAL TRANSITION 1/2" = 1'-0"9 SECTION DETAIL AT LOUVER ANDDUTCH GABLE A4.03150'-6" T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0"T.O. RIDGETYP.????161'-0"T.O. RIDGETYP.????SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12VALLEYR1VALLEY SLOPE4:12SLOPE4:12A4.03161'-0" T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12 SLOPE6:12VALLEYR1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 RIDGESLOPE6:12SLOPE6:12 R1SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5BUILDING 2 - STAIR SECTION A4.03150'-6" T.O. RIDGETYP.????RIDGESLOPE 6:12 SLOPE 6:12 V A L L E Y R1 159'-0"T.O. RIDGETYP.???? 161'-0"T.O. RIDGE TYP.????SLOPE4:12VALLEYSLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12VALLEYR1VALLEY SLOPE4:12SLOPE4:12A4.03161'-0" T.O. RIDGE TYP.????RIDGESLOPE 6:12 SLOPE 6:12VALLEY R1SLOPE4:12V A L L E Y SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE6:12 SLOPE6:12VALLEYR1 VALLEYSLOPE4:12SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 RIDGESLOPE6:12SLOPE6:12 R1SLOPE4:12RIDGESLOPE6:12SLOPE6:12R1 SLOPE4:12SLOPE4:12SLOPE4:12SLOPE4:12RIDGESLOPE 6:12 SLOPE 6:12 R1SLOPE4:12A1:3.0 1/8" = 1'-0"1 APARTMENT BUILDINGS - 1/2/3 BUILDINGS 1/2/3 - ROOF PLAN NTS2TYPICAL SNOW FENCE - ROOF NTS4TYPICAL VALLEY - ROOF PLAN NTS3TYPICAL KICKER - ROOF 14" = 1'-0"5BUILDING 2 - STAIR SECTION Wired for solar panel installation FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT Wired for solar panel installation FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH Wired for solar panel installationFF - 123'-0"SECOND LEVEL FF - 112'-0"FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0"THIRD LEVEL FF - 142'-0"SPRING POINT Wired for solar panel installation FF - 132'-0"SECOND LEVEL FF - 121'-0"FIRST LEVEL FF - 109'-0"GROUND LEVEL FF - 143'-0"THIRD LEVEL FF - 151'-0"SPRING POINT FF - 132'-0" SECOND LEVEL FF - 121'-0" FIRST LEVEL FF - 109'-0" GROUND LEVEL FF - 143'-0" THIRD LEVEL FF - 151'-0" SPRING POINT FF - 123'-0" SECOND LEVEL FF - 112'-0" FIRST LEVEL FF - 100'-0" GROUND LEVEL FF - 134'-0" THIRD LEVEL FF - 142'-0" SPRING POINT B BLDG 3H B BLDG 2H B BLDG 1H A1:4.0 1/8" = 1'-0"1 BUILDINGS 1/2/3 - SOUTH ELEVATION 1/8" = 1'-0"2 BUILDINGS 1/2/3 - NORTH ELEVATION VINYL WINDOWS DOORS,BRONZE COLORMETAL HORIZONTAL RAILINGSMOUNT TO TIMBER, BRONZE TAMKO ASPHALT SHINGLES,MOUNTAIN SLATE8X8 TIMBER SNOW FENCEDARK SKY COMPLIANT LIGHTING STUCCO WITH EXPANSIONS:LIGHT SAND FINISHSW 9104 - WOVEN WICKER BOARD (1X12)AND BATTEN (1X4)WOODSCAPES, CHESTNUT CEDAR T&G HORIZONTALWOOD SIDING, WOODSCAPESMOUNTAIN ASH 27 31 37 The roof kicker angle was updated as the previous design did not meet code minimum head clearance at walkways. Snow fence design was updated by raising the fences to help keep snow on the roof and building entry points were updated per the Town of Vail comments. 27 31 37 EAST VAIL HOUSING | EXHIBIT U Change high and low roof kicker angle to comply with code clearances. Update snow fence design for a deeper snow load for life safety and code compliance. Increase member sizes at entry elements per DRB conditions of approval dated 2020.03.04. DRAWINGS FROM APPROVED DRB PACKAGE DATED 2020.02.09 PROPOSED DESIGN BUILDING DESIGN CONSTRUCTION DETAILS SHEET TITLE: EXTERIOR DETAILS ISSUED FOR: DESIGN REVIEW BOARD SHEET NUMBER: A2.1 July 5, 2022 - Page 440 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 1 of 7 Date: May 4, 2022Drawn: D. LeinweberFile: evh site.dwg Issue: DRB East Vail Housing Vail, Colorado Site Plan Init.: SCALE:1"=40' N Feet 0 40 80 C101 July 5, 2022 - Page 441 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 2 of 7 Date: May 4, 2022Drawn: D. LeinweberFile: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Overall Grading Plan Init.: SCALE:1"=40' N Feet 0 40 80 C102 July 5, 2022 - Page 442 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 3 of 7 Date: May 4, 2022Drawn: D. LeinweberFile: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Enlarged Grading Plan Init.: SCALE:1"=20' N Feet 0 20 40 C103 July 5, 2022 - Page 443 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 4 of 7 Date: May 4, 2022Drawn: D. LeinweberFile: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Enlarged Grading Plan Init.: SCALE:1"=20' N Feet 0 20 40 C104 July 5, 2022 - Page 444 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 5 of 7 Date: May 4, 2022Drawn: D. LeinweberFile: evh grade.dwg Issue: DRB East Vail Housing Vail, Colorado Enlarged Grading Plan Init.: SCALE:1"=20' N Feet 0 20 40 C105 July 5, 2022 - Page 445 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 6 of 7 Date: May 4, 2022Drawn: D. LeinweberFile: evh profile.dwg Issue: DRB East Vail Housing Vail, Colorado Road Profile Init.: SCALE:1"=40' N Feet 0 40 80 C106 July 5, 2022 - Page 446 of 885 CivilInsight 235 So. Ridge St - P.O. BOX 7644 BRECKENRIDGE, CO 80424(970) 771-2940 / (970) 376-4858 DON@CIVILINSIGHT.NET Job No.: 2021-19 Sheet: 7 of 7 Date: May 4, 2022Drawn: D. LeinweberFile: evh utility.dwg Issue: DRB East Vail Housing Vail, Colorado Utility Plan Init.: SCALE:1"=40' N Feet 0 40 80 C107 July 5, 2022 - Page 447 of 885 VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DAT E: 5/18/2022 ITEM/TOPIC: DRB22-0166 - Lions Square Lodge July 5, 2022 - Page 448 of 885 1 Charley Starr From:Jonathan Spence <JSpence@vailgov.com> Sent:Thursday, May 19, 2022 11:25 AM To:Becky Stone Cc:Charley Starr; Kyle Griffith Subject:action_form.pdf_05-19-2022_62867cca98fc2.pdf Attachments:action_form.pdf_05-19-2022_62867cca98fc2.pdf; DRB19-0652.001 Conditions.pdf Follow Up Flag:Follow up Flag Status:Completed CAUTION: Email from outside OZ Architecture. Good Morning Please find the Action Form and Conditions sheet from yesterday’s meeting attached. Please let me know if you have any questions at this time. Have a good weekend. Jonathan Spence, AICP Planning Manager Community Development Department 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com July 5, 2022 - Page 449 of 885 ACTION FORM Design Review Board (DRB) Department of Community Development 75 South Frontage Road West Vail, CO 81657 Tel: 970-479-2139 www.vailgov.com Project Name:East Vail Workforce Housing 2019 Application Number:DRB19-0652.001 Application Type:Change to Approved Date Applied:04/11/2022 Project Description: CHG1 - The applicant has become aware of numerous instances where the project, as previously approved, was not in conformance with applicable standards. The purpose of this submittal is to summarize updates to the project since being approved by the DRB on 2/9/2020. The changes are necessary in order to bring the project into compliance with requirements of the International Building Code, the Americans with Disabilities Act, the Town of Vail Design Guidelines, and the Colorado Department of Transportation, as well as design standards imposed by other local authorities having jurisdiction including Eagle River Water and Sanitation District. DRB Application for Booth Heights Neighborhood THIS APPLICATION'S EXPIRATION OF APPROVAL IS DECEMBER 1, 2024 PER RESOLUTION NO. 44, SERIES OF 2020. CONTACTS Contact Type:Applicant Full Name:Oz Architecture (Charley Starr) Address:Phone:3035706875 Contact Type:Property Owner Full Name:VAIL CORP THE FIXED ASSETS DEPARTMENT Address:Phone:None Project Address:3700 N FRONTAGE RW E (210102403001) Job Site Location: Legal Description:Subdivision:EAST VAIL WORKFORCE HOUSING SUBDIVISION Lot:1 Block:No Data Parcel Number:210102403001 BOARDS/STAFF ACTION Motion By:Iba Action:Approved Second By:Austin Vote:3-1-0 (Middleton opposed)Date:05/18/2022 Conditions: See Conditions Sheet Planner: Jonathan Spence July 5, 2022 - Page 450 of 885 CONDITIONS OF APPROVAL Community Development Department 75 South Frontage Road West Vail, Colorado 81657 Case No.: DRB19-0652.001 Project Address: 3700 N FRONTAGE RW E (210102403001) Project Name: East Vail Workforce Housing 2019 Project Description: CHG1 - The applicant has become aware of numerous instances where the project, as previously approved, was not in conformance with applicable standards. The purpose of this submittal is to summarize updates to the project since being approved by the DRB on 2/9/2020. The changes are necessary in order to bring the project into compliance with requirements of the International Building Code, the Americans with Disabilities Act, the Town of Vail Design Guidelines, and the Colorado Department of Transportation, as well as design standards imposed by other local authorities having jurisdiction including Eagle River Water and Sanitation District. DRB Application for Booth Heights Neighborhood THIS APPLICATION'S EXPIRATION OF APPROVAL IS DECEMBER 1, 2024 PER RESOLUTION NO. 44, SERIES OF 2020. TERMS OF PERMIT ISSUANCE: WARNING! THIS IS NOT A BUILDING PERMIT. 1. Work Prohibited Prior to Permit Issuance. No work, development, or use intended to be authorized pursuant to this approval shall commence prior to issuance of this Permit and/or any other required permit (e.g., building permit). 2. Design Review Board approval. Shall not become valid for twenty days following the date of approval, pursuant to the Vail Town Code Chapter 12-3-3 Appeals. 3. No changes. No changes to these plans may be made without the written consent of Town of Vail staff and or the appropriate review committee(s). 4. Case Expiration. Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued, and construction is commenced and is diligently pursued toward completion. 5. Conditions of approval. This permit is issued subject to compliance with the attached Conditions of Approval. Failure to comply with the conditions of this permit may result in a civil fine pursuant to the Town Code. NOTE: This document serves as the Conditions of Approval for this project. Issuance of a permit for this project does not allow construction or use outside of the project description, or terms or conditions; nor shall it be construed to be an approval of a violation of any provision of any Town policy, ordinance or other governmental regulation. July 5, 2022 - Page 451 of 885 Attachment A CONDITIONS OF APPROVAL CASE NO. # DRB19-0652.001 1. The applicant shall demonstrate on the submitted construction documents that the new bus stop shelters will be the typical TOV bus shelter. 2. Prior to commencing any earthwork, the applicant shall provide and implement a tree preservation program for those trees identified to be preserved. 3. Prior to BP submittal, the applicant shall, in good faith, reach out to CDOT to inquire about planting on CDOT property. The applicant shall work with staff to amend the landscape plan if permission is granted. 4. Prior to BP submittal, the applicant shall obtain fire department approval for related turning movements. July 5, 2022 - Page 452 of 885 1 Charley Starr From:Becky Stone Sent:Tuesday, January 11, 2022 8:11 PM To:Jonathan Spence; Glen Morgan; Tom Kassmel; Ryan Ocepek Cc:Charley Starr; Matt Gennett Subject:Re: Lot 1 East Vail Housing Yes We will follow up Thanks! Becky From: Jonathan Spence <JSpence@vailgov.com> Sent: Tuesday, January 11, 2022 11:00 AM To: Becky Stone; Glen Morgan; Tom Kassmel; Ryan Ocepek Cc: Charley Starr; Matt Gennett Subject: RE: Lot 1 East Vail Housing CAUTION: Email from outside OZ Architecture. Good Morning Becky Great to hear from you. I have copied Tom Kassmel, Town Engineer and Ryan Ocepek, Fire Marshall on this email. Perhaps an introductory meeting with Oz, Planning, PW, Fire and Building is appropriate. If you would like to propose a time or two with an agenda that would be great. In general Thursday and Fridays are best. Have a great week. Jonathan Spence, AICP Planning Manager Community Development Department 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com From: Becky Stone <bstone@ozarch.com> Sent: Tuesday, January 11, 2022 6:50 AM To: Jonathan Spence <JSpence@vailgov.com>; Glen Morgan <GMorgan@vailgov.com> Cc: Charley Starr <cstarr@ozarch.com> Subject: Lot 1 East Vail Housing July 5, 2022 - Page 453 of 885 2 Hi Jonathan and Glen, Happy New Year! We are working with Vail Resorts on the Lot 1 East Vail site. Specifically, we are working on the three ‘dorm-style’ structures at the entry to that parcel. Our team is hoping that we might schedule a zoom meeting with planning, building and fire (either together or phased… planning needed first) so that we can walk through where we are in the process. As you probably know, our team did not do the original entitlements for this parcel, those were done by Triumph. We have a few questions related to the conditions of approval that we would like to go through. We also have some general questions that have evolved as we started development of the plans. I am copying Charley, the OZ PM, on this so we can try to establish an hour that might work for you both. We will also want Civil and Landscape to join the call. If helpful we can send you our list of discussion items early and hop on a zoom call to run through them. Let us know if you have some slots available. Will be great to work with you again on this site. becky Rebecca, Stone, AIA, LEED BD+C OZ Architecture | Principal Phone: 303-861-5704 | Mobile: 303-887-8221 3003 Larimer St, Denver CO 80205 bstone@ozarch.com | ozarch.com July 5, 2022 - Page 454 of 885 1 Charley Starr From:Jonathan Spence <JSpence@vailgov.com> Sent:Thursday, February 3, 2022 10:04 AM To:Becky Stone Cc:Charley Starr; Glen Morgan; CJ Jarecki Subject:RE: Lot 1 East Vail CAUTION: Email from outside OZ Architecture. Excellent. Jonathan Spence, AICP Planning Manager Community Development Department 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com From: Becky Stone <bstone@ozarch.com> Sent: Thursday, February 3, 2022 10:02 AM To: Jonathan Spence <JSpence@vailgov.com> Cc: Charley Starr <cstarr@ozarch.com>; Glen Morgan <GMorgan@vailgov.com>; CJ Jarecki <CJarecki@vailgov.com> Subject: Re: Lot 1 East Vail For sure yes We are in the same page and working to get you the ‘Pre-package’ with notes Becky From: Jonathan Spence <JSpence@vailgov.com> Sent: Thursday, February 3, 2022 9:47 AM To: Becky Stone Cc: Charley Starr; Glen Morgan; CJ Jarecki Subject: RE: Lot 1 East Vail CAUTION: Email from outside OZ Architecture. Good Morning Becky One thing we would like to avoid is the determination that it has to go back to DRB being made with the BP submittal. This upsets the apple cart and stalls review. July 5, 2022 - Page 455 of 885 2 Could elevations be provided in advance so that determination can be made? Thanks and have a good weekend. Jonathan Spence, AICP Planning Manager Community Development Department 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com From: Becky Stone <bstone@ozarch.com> Sent: Wednesday, February 2, 2022 5:36 PM To: Jonathan Spence <JSpence@vailgov.com> Cc: Charley Starr <cstarr@ozarch.com>; ComDev_Admin <ComDev_Admin@vailgov.com>; ComDev_Building_Division <ComDev_Building_Division@vailgov.com> Subject: Re: Lot 1 East Vail Thank you From: Jonathan Spence <JSpence@vailgov.com> Sent: Wednesday, February 2, 2022 4:29:15 PM To: Becky Stone <bstone@ozarch.com> Cc: Charley Starr <cstarr@ozarch.com>; ComDev_Admin <ComDev_Admin@vailgov.com>; ComDev_Building_Division <ComDev_Building_Division@vailgov.com> Subject: RE: Lot 1 East Vail CAUTION: Email from outside OZ Architecture. Hi Becky The easiest approach will be one building permit with one address. The address will be 3700 North Frontage Road EAST. Assign alpha-numeric (or vice versa) addresses based on buildings and units within (similar to Mountain Meadows Condos in East Vail) If this is not the acceptable for any reason please let me know. Thanks Jonathan Spence, AICP Planning Manager Community Development Department July 5, 2022 - Page 456 of 885 3 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com From: Becky Stone <bstone@ozarch.com> Sent: Wednesday, February 2, 2022 3:12 PM To: Jonathan Spence <JSpence@vailgov.com> Cc: Charley Starr <cstarr@ozarch.com> Subject: Lot 1 East Vail Jonathan – the address for this site is below. I assume we need to somehow apply for new addresses for each structure and thinking this will need to be done prior to permit submittal…. Do you know who we contact to obtain an address for each building (or at least this first one)? Sorry for all the questions. We tried to find it ourselves and are not seeing the process… Becky The address is: 3700 North Frontage Road W Vail, CO 81657 To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet. Rebecca, Stone, AIA, LEED BD+C OZ Architecture | Principal Phone: 303-861-5704 | Mobile: 303-887-8221 3003 Larimer St, Denver CO 80205 bstone@ozarch.com | ozarch.com July 5, 2022 - Page 457 of 885 1 Charley Starr From:Kyle Griffith <KGriffith@vailresorts.com> Sent:Friday, April 22, 2022 5:21 AM To:jspence@vailgov.com; sbellm@vailgov.com Cc:Becky Stone; Charley Starr; Nicole Bleriot; Kyle Griffith Subject:RE: Lot 1 - East Vail Housing | OZ & Town of Vail Follow Up Flag:Follow up Flag Status:Completed CAUTION: Email from outside OZ Architecture. Jonathan, We appreciate everyone’s time on Wednesday and your early comments from the 15th as it allows us to quickly address concerns and maintain a good path to the May 4 hearing. As it relates to the sequencing plan, I believe we landed in a good place during our call and we will add dates (as requested by Tom) to the sequencing plan to further clarify the current proposal (that includes work across the entire site as part of Sequence 1) aligns with the prior approvals and has only been detailed based on the limitation on heavy construction as outlined in the wildlife mitigation plan. Additionally, Oz has already addressed the height and will send follow-up documentation which should closeout both comments. We had initially expected Town comments today, but Oz and team are still prepared and resourced to address Town comments quickly and we look forward to seeing those Monday or early next week. We plan to quickly address comments and, as discussed, will send you drawings piecemeal (for alignment) prior to submitting a fully updated package addressing all comments as quickly as possible next week so we can get to the May 4 hearing. We are also happy to jump on a call to discuss/review any changes live to ensure we’re making the process as easy and efficient for the Town as possible. Thanks again, Kyle -----Original Appointment----- From: Charley Starr <cstarr@ozarch.com> Sent: Monday, March 7, 2022 9:15 AM To: Charley Starr; Kyle Griffith; Nicole Bleriot; jspence@vailgov.com; sbellm@vailgov.com; Becky Stone; Michael Six; cjarecki@vailgov.com; Glen Morgan (gmorgan@vailgov.com); Ryan Ocepek; Tom Kassmel; lsandoval@vailgov.com; dcouch@vailgov.com Cc: Tim Ross; Gabe Robinson; Olivia Halnon Subject: Lot 1 - East Vail Housing | OZ & Town of Vail When: Wednesday, April 20, 2022 10:00 AM-11:00 AM (UTC-07:00) Mountain Time (US & Canada). Where: https://ozarch.zoom.us/j/98106954245 ATTENTION: This eMail originated from outside of Vail Resorts and may or may not be legitimate. Although we do our best to screen phishing emails, please use extra caution before opening any attachments or clicking on any links unless you are absolutely sure the source of the email is trusted. If in doubt about the legitimacy of this email, please use the Report Phish button for validation. July 5, 2022 - Page 458 of 885 2 From: Charley Starr Sent: Thursday, January 27, 2022 2:00:24 PM To: Charley Starr <cstarr@ozarch.com>; jspence@vailgov.com <JSpence@vailgov.com>; sbellm@vailgov.com <sbellm@vailgov.com>; Becky Stone <bstone@ozarch.com>; Michael Six <msix@ozarch.com>; cjarecki@vailgov.com <cjarecki@vailgov.com>; Glen Morgan (gmorgan@vailgov.com) <GMorgan@vailgov.com>; Ryan Ocepek <ROcepek@vailgov.com>; Tom Kassmel <TKassmel@vailgov.com>; lsandoval@vailgov.com <lsandoval@vailgov.com>; dcouch@vailgov.com <dcouch@vailgov.com> Cc: Tim Ross <tross@ozarch.com>; Gabe Robinson <grobinson@ozarch.com>; Olivia Halnon <ohalnon@ozarch.com> Subject: Lot 1 - East Vail Housing | OZ & Town of Vail When: Occurs every month on the third Wednesday of the month from 10:00 AM to 11:00 AM effective 2/16/2022 until 1/27/2023. (UTC-07:00) Mountain Time (US & Canada) Where: https://ozarch.zoom.us/j/98106954245 Charley Starr is inviting you to a scheduled Zoom meeting. Join Zoom Meeting https://ozarch.zoom.us/j/98106954245 Meeting ID: 981 0695 4245 One tap mobile +13462487799,,98106954245# US (Houston) +16699006833,,98106954245# US (San Jose) Dial by your location +1 346 248 7799 US (Houston) +1 669 900 6833 US (San Jose) +1 253 215 8782 US (Tacoma) +1 312 626 6799 US (Chicago) +1 929 205 6099 US (New York) +1 301 715 8592 US (Washington DC) 800 100 560 Bolivia Toll-free 811 213 0011 Turkey Toll-free Meeting ID: 981 0695 4245 Find your local number: https://ozarch.zoom.us/u/abGnA0Af9I The information contained in this message is confidential and intended only for the use of the individual or entity named above, and may be privileged. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please reply to the sender immediately, stating that you have received the message in error, then please delete this e-mail. Thank you. July 5, 2022 - Page 459 of 885 1 Charley Starr From:Becky Stone Sent:Wednesday, April 27, 2022 2:25 PM To:Jonathan Spence Cc:Kyle Griffith; Nicole Bleriot; Tom Kassmel; Charley Starr; CJ Jarecki; Glen Morgan; Ryan Ocepek; Leonard Sandoval; Shelley Bellm; Matt Gennett Subject:Lot 1 - East Vail Housing - DRB Change to Approved Plans submittal Jonathan, I will try to call you about this today to talk it through. Thank you for your response, the OZ Design Team has received your request for additional information below as well as Tom Kassmel’s request received on Friday, April 22 and our Civil Engineer, Don Leinweber, has already been in contact with Tom for additional clarification. As you know, we submitted our application on April 11th which was the submittal deadline for the May 4th hearing and we referenced the Town of Vail’s Submittal Requirements – Design Review Board under the column Changes to Approved Plans in order to prepare our submittal as well as previous OZ DRB – Change to Approved Plans submittals. (https://www.vailgov.com/home/showpublisheddocument/2614/637781087187200000). This has been the same process we have followed for similar changes to approved plans on the Legacy project so we are quite surprised by the list of items that were sent back on Monday, April 24. Has the process changed in the past couple of months as it appears that the Town is expecting a different level of detail for this project? A few questions/clarifications to ensure we provide the necessary documents: 1. On past projects where the design has been approved by the DRB and PEC, exhibits have been provided illustrating proposed changes to approved plans rather than a full resubmission of Civil drawings, 4-sided elevations, previously submitted reports etc…. Is this a Town of Vail standard requirement to require stamped Civil drawings through the DRB – Change to Approved Plans process as we did not see that in the submittal requirements? 2. In our meeting with Town staff on 4/20, it was indicated that we could include updated information and full plan sheets with our response to Town comments. The already provided Civil plans include grading, T.O. wall / B.O. wall elevations, and utilities on the enlarged plan sheets (4 of 8, 5 of 8, 6 of 8) and we had intended to make updates to those based on Town comments and include in our final DRB submission. We are confused when you mention that this information was missing from the current submittal and that we are required to submit stamped drawings as that is not included in the submittal requirements nor were they submitted as part of the original DRB submittal for this project. Please clarify. 3. We have 4-sided elevations that we are happy to submit with the package we send when we address comments. We discussed this process on the call last week so I am confused why we did not get any indication that you wanted 4-sided elevations at that time. We would have sent those to you with the plans and civil drawings had we known. We had previously discussed in this submittal sending the ‘changes’ so that was what we focused on but we can certainly send elevations packaged to the Town for review. 4. Are there any additional Town of Vail DRB checklists that we should reference or any additional information that will be required by the Town to meet the standard for TOV required materials? If the process has changed, we want to make sure that we have the most current requirements. We are more than willing to work through the requested items with you and reviewing parties. That said, we respectfully request that the information provided be reviewed as a Change to Approved Plans process and that the Town consider the package that we compiled so that we can receive review comments. We have been diligent in meeting the process dates to ensure that this package can be on the agenda for the May 4, 2022 meeting. Obtaining feedback from the Town is very important to the team. I am a little confused that if the submittal was too incomplete for the Town to review and July 5, 2022 - Page 460 of 885 2 provide comments why we were not noticed of that immediately or why this did not come up during last week’s meeting. We submitted plans on 4/11 and were asked to submit floor plans and additional civil drawings by the Town on 4/20 in our monthly meeting and those were sent on 4/22 only to hear that additional materials are required on 4/24. Outside of the initial items discussed during our call last week and a few questions from Tom no additional review or comments has been provided and we expected this at the end of last week or early this week based on prior communications. We will respond with the requested information as quickly as possible and are still committed to the May 4th hearing. If there are any other review comments that can be provided to the Design team so that we can respond to all comments, we would certainly love to take those into account and repackage everything so we are as thorough as possible. becky Rebecca Stone, AIA, LEED BD+C OZ Architecture | Principal Phone: 303-861-5704 | Mobile: 303-887-8221 bstone@ozarch.com | ozarch.com From: Jonathan Spence <JSpence@vailgov.com> Sent: Monday, April 25, 2022 12:31 PM To: Tom Kassmel <TKassmel@vailgov.com>; Charley Starr <cstarr@ozarch.com>; CJ Jarecki <CJarecki@vailgov.com>; Glen Morgan <GMorgan@vailgov.com>; Ryan Ocepek <ROcepek@vailgov.com>; Leonard Sandoval <LSandoval@vailgov.com>; Shelley Bellm <SBellm@vailgov.com>; Matt Gennett <MGennett@vailgov.com> Cc: Kyle Griffith <KGriffith@vailresorts.com>; Nicole Bleriot <Nbleriot@vailresorts.com>; Becky Stone <bstone@ozarch.com>; Tim Ross <tross@ozarch.com>; Chris Vandall <cvandall@ozarch.com>; Michael Six <msix@ozarch.com>; Gabe Robinson <grobinson@ozarch.com>; Olivia Halnon <ohalnon@ozarch.com> Subject: RE: Lot 1 - East Vail Housing | Monthly Meeting Notes CAUTION: Email from outside OZ Architecture. Good Day Charley Community Development is in the same situation as Public Works. In order to evaluate the revised plans the TOV needs revised plan sheets including grades, top and bottom of wall, 4-sided elevations etc. At this time staff does not have the materials necessary. The link provided to the 21 pages (https://ozarch.sharefile.com/d- s9e1ba2846e1745a5a335daacadbd28d7) does not include these needed materials. The civil plans included are not stamped and do not include any dimensions or grades. Happy to discuss on the phone if needed. Thanks. Jonathan Spence, AICP Planning Manager Community Development Department 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 July 5, 2022 - Page 461 of 885 3 vailgov.com From: Tom Kassmel <TKassmel@vailgov.com> Sent: Friday, April 22, 2022 3:30 PM To: Charley Starr <cstarr@ozarch.com>; Jonathan Spence <JSpence@vailgov.com>; CJ Jarecki <CJarecki@vailgov.com>; Glen Morgan <GMorgan@vailgov.com>; Ryan Ocepek <ROcepek@vailgov.com>; Leonard Sandoval <LSandoval@vailgov.com>; Shelley Bellm <SBellm@vailgov.com> Cc: Kyle Griffith <KGriffith@vailresorts.com>; Nicole Bleriot <Nbleriot@vailresorts.com>; Becky Stone <bstone@ozarch.com>; Tim Ross <tross@ozarch.com>; Chris Vandall <cvandall@ozarch.com>; Michael Six <msix@ozarch.com>; Gabe Robinson <grobinson@ozarch.com>; Olivia Halnon <ohalnon@ozarch.com> Subject: RE: Lot 1 - East Vail Housing | Monthly Meeting Notes Charley, Just a heads up from PW standpoint. In order for us to approve the change to approved plans we need more detail on site, grading and utilities. The changes in driveway, parking, grading, walls, storm sewer, will require updated civils at the same level as the approved development plan. (i.e. drive and parking typical dimensions, driveway grades, top and bottom of wall elevations, updated prelim drainage report, etc…) That is something you might want to get working on right away. Tom Kassmel Town Engineer Public Works Department 1309 Elkhorn Drive Vail, CO 81657 Office: 970.479.2235 vailgov.com From: Charley Starr <cstarr@ozarch.com> Sent: Friday, April 22, 2022 10:00 AM To: Jonathan Spence <JSpence@vailgov.com>; CJ Jarecki <CJarecki@vailgov.com>; Glen Morgan <GMorgan@vailgov.com>; Ryan Ocepek <ROcepek@vailgov.com>; Tom Kassmel <TKassmel@vailgov.com>; Leonard Sandoval <LSandoval@vailgov.com>; Shelley Bellm <SBellm@vailgov.com> Cc: Kyle Griffith <KGriffith@vailresorts.com>; Nicole Bleriot <Nbleriot@vailresorts.com>; Becky Stone <bstone@ozarch.com>; Tim Ross <tross@ozarch.com>; Chris Vandall <cvandall@ozarch.com>; Michael Six <msix@ozarch.com>; Gabe Robinson <grobinson@ozarch.com>; Olivia Halnon <ohalnon@ozarch.com> Subject: Lot 1 - East Vail Housing | Monthly Meeting Notes All – Thank you for your time this Wednesday on the East Vail Housing project. See attached for meeting notes, please let us know if you have any additional comments or questions. July 5, 2022 - Page 462 of 885 4 Have a Great Weekend! Charley Starr, AIA, NCARB OZ Architecture | Project Manager Phone: 303-861-5704 | Mobile: 303-570-6875 3003 Larimer St, Denver CO 80205 cstarr@ozarch.com | ozarch.com July 5, 2022 - Page 463 of 885 1 Charley Starr From:Becky Stone Sent:Friday, May 13, 2022 10:49 AM To:Jonathan Spence Cc:Kyle Griffith; Charley Starr Subject:RE: May 18, 2022 DRB Meeting Agenda Thanks Jonathan – we have not seen any additional comments yet. Will there be some comments? Or just reply to the previous ones? becky Rebecca Stone, AIA, LEED BD+C OZ Architecture | Principal Phone: 303-861-5704 | Mobile: 303-887-8221 bstone@ozarch.com | ozarch.com From: Jonathan Spence <JSpence@vailgov.com> Sent: Friday, May 13, 2022 8:13 AM To: Jonathan Spence <JSpence@vailgov.com> Subject: May 18, 2022 DRB Meeting Agenda CAUTION: Email from outside OZ Architecture. Please reach out with any questions or concerns. Have a good weekend. Having trouble viewing this email? View it as a Web page. DESIGN REVIEW BOARD AGENDA July 5, 2022 - Page 464 of 885 2 May 18, 2022 Town Council Chambers 2:00 p.m. The Agenda for the Design Review Board Meeting is now available on the Town of Vail website. View the agenda here. FOLLOW TOWN OF VAIL ON SOCIAL MEDIA Our mailing address is: Town of Vail 75 S. Frontage Road, Vail, CO 81657 970.479.2100 SUBSCRIBER SERVICES: Manage Subscriptions | Unsubscribe All | Help This email was sent to jspence@vailgov.com using GovDelivery Communications Cloud, on behalf of: Town of Vail ·Town of Vail, 75 South Frontage Road · Vail, CO 81657 July 5, 2022 - Page 465 of 885 1 Charley Starr From:Jonathan Spence <JSpence@vailgov.com> Sent:Monday, May 16, 2022 10:38 AM To:Charley Starr; Becky Stone Subject:RE: East Vail Workforce Housing CAUTION: Email from outside OZ Architecture. There is a good chance this will come up again. Any visuals that can be provided to assuage Pam would be helpful. Jonathan Spence, AICP Planning Manager Community Development Department 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com From: Charley Starr <cstarr@ozarch.com> Sent: Monday, May 16, 2022 10:06 AM To: Jonathan Spence <JSpence@vailgov.com>; Becky Stone <bstone@ozarch.com> Subject: Re: East Vail Workforce Housing Hi Jonathan, Thank you for passing along the comment. We did touch on this a bit in the hearing two weeks ago and the OZ design team is consciously addressing disruption to this area of the site. Is the request to produce a rendering to show the interface between the Townhomes and rockfall berm? Thanks, Charley Starr, AIA, NCARB OZ Architecture Phone: 303-861-5704 | Mobile: 303-570-6875 cstarr@ozarch.com | ozarch.com From: Jonathan Spence <JSpence@vailgov.com> Sent: Monday, May 16, 2022 9:21:59 AM To: Becky Stone <bstone@ozarch.com>; Charley Starr <cstarr@ozarch.com> Subject: FW: East Vail Workforce Housing July 5, 2022 - Page 466 of 885 2 CAUTION: Email from outside OZ Architecture. FYI Jonathan Spence, AICP Planning Manager Community Development Department 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com From: Tammy Nagel <TNagel@vailgov.com> Sent: Monday, May 16, 2022 9:19 AM To: Matt Gennett <MGennett@vailgov.com>; Jonathan Spence <JSpence@vailgov.com> Subject: FW: East Vail Workforce Housing Tammy Nagel Town Clerk 75 S. Frontage Road W. Vail, Colorado 81657 970.479.2136 vailgov.com From: pamelas <pamelas@vail.net> Sent: Sunday, May 15, 2022 3:33 PM To: DRB <drb@vailgov.com>; Shelley Bellm <SBellm@vailgov.com> July 5, 2022 - Page 467 of 885 3 Cc: PublicInputTownCouncil <publicinput.vailtowncouncil@vailgov.com>; Tammy Nagel <TNagel@vailgov.com> Subject: East Vail Workforce Housing Dear Design Review Board Members: As Vail Resorts marches through the final approval process on the East Vail site, I wonder if you have been presented with a detailed drawing of how the housing and the berm above integrate into the hillside? During the previous approval process members of the PEC and public repeatedly asked the developer to provide a complete and comprehensive rendering but none was delivered. What we saw were drawings on the design of the berm but not a full picture of how the development and berm work on the hillside. The Town and public need to be fully aware of what this development will really look like, if it is approved. We did hear from landscape architects and others who stated that due to steepness of the slope and soil disruption the area would not revegetate and would remain a barren scar. I am attaching photographs of the existing berm to the west of the proposed housing project. One photo was taken during a very high moisture year. The other taken during the current dry spring. Clearly revegetation is extremely limited. Since we as homeowners can’t do major landscaping, tree removal or replacement, without DRB review, it is clearly in DRB’s purview to review this piece of the project and make the information public. Thank you for your time serving on the DRB. Regards, Pam Stenmark Pamela Stenmark pamelas@vail.net (c) 970-376-1124 July 5, 2022 - Page 468 of 885 1 Charley Starr From:Matt Gennett <MGennett@vailgov.com> Sent:Tuesday, June 14, 2022 11:47 AM To:Charley Starr Cc:Shelley Bellm; Jonathan Spence; Ryan Ocepek; Glen Morgan; Tom Kassmel; CJ Jarecki; Leonard Sandoval; Tim Ross; Michael Six; Nicole Bleriot; Chase Grubb; Jason Golden; sallen@mwgolden.com; aalexander@mwgolden.com; mcartner@mwgolden.com; Becky Stone Subject:Lot 1 - East Vail Housing | Monthly Update CAUTION: Email from outside OZ Architecture. Good morning, Charlie, Because the Town has received numerous appeals of the Design Review Board (DRB) approval related to this project, all proceedings are stayed, and therefore Town staff is unable to meet with you. Should you have any questions regarding this matter, please feel free to reach out to me directly. Thank you, Matt Gennett, AICP Community Development Director 75 South Frontage Road Vail, CO 81657 970.479.2146 | Office 970.343.2767 | Cell mgennett@vailgov.com vailgov.com July 5, 2022 - Page 469 of 885 REDACTED - ATTORNEY-CLIENT PRIVILEGE July 5, 2022 - Page 470 of 885 To: Jonathan Spence <JSpence@vailgov.com> Cc: Matt Gennett <MGennett@vailgov.com> Subject: RE: East Vail Lot 1 Guys, Left you vm’s. Can you give me a call when you have a chance? Thanks, Kevin From: Kevin Hopkins Sent: Friday, June 10, 2022 7:58 AM To: JSpence@vailgov.com Cc: MGennett@vailgov.com Subject: FW: East Vail Lot 1 Importance: High Jonathan, Can we schedule a quick call this morning regarding below? I’d like to discuss the appeal process, obtain copies of the written notices and discuss the status of our soils testing application. I’m flexible and can make myself available. Thanks, Kevin Kevin Hopkins Director of Real Estate Development Vail Resorts Development Company C: 970.331.3426 From: Jonathan Spence <JSpence@vailgov.com> Sent: Wednesday, June 8, 2022 4:58 PM To: Chase Grubb <chase.s.grubb@vailresorts.com> Cc: Matt Gennett <MGennett@vailgov.com>; Matt Mire <jmm@hpwclaw.com> Subject: RE: East Vail Lot 1 Good Afternoon Chase The Town of Vail has received more than 10 written notices of appeal within the appeal period for the July 5, 2022 - Page 471 of 885 July 5, 2022 - Page 472 of 885 75 South Frontage RoadVail, CO 81657Office: 970.479-2321 vailgov.com From: Chase Grubb <chase.s.grubb@vailresorts.com> Sent: Friday, June 3, 2022 11:03 AM To: Jonathan Spence <JSpence@vailgov.com> Subject: RE: East Vail Lot 1 Thank you – Do we need to submit payment prior to review? Doesn’t sound like Cesare has yet but VR can via credit card today if needed. Chase From: Jonathan Spence <JSpence@vailgov.com> Sent: Friday, June 3, 2022 10:20 AM To: Chase Grubb <chase.s.grubb@vailresorts.com> Subject: RE: East Vail Lot 1 Good Morning I will hop on this application when routing is complete. Have a good weekend. Jonathan Spence, AICP Planning ManagerCommunity Development Department 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com From: Chase Grubb <chase.s.grubb@vailresorts.com> July 5, 2022 - Page 473 of 885 Sent: Friday, June 3, 2022 9:59 AM To: Jonathan Spence <JSpence@vailgov.com> Subject: RE: East Vail Lot 1 Hi Jonathan, Just got notification from Cesare that the application has been submitted – Are we on track for a potential approval by EOB Monday pending review? Chase Chase Grubb Sr. Construction Project Manager M/303-621-5947 From: Jonathan Spence <JSpence@vailgov.com> Sent: Friday, June 3, 2022 7:57 AM To: Chase Grubb <chase.s.grubb@vailresorts.com> Cc: Jay Edwards <jedwards@cesareinc.com> Subject: RE: East Vail Lot 1 ATTENTION: This eMail originated from outside of Vail Resorts and may or may not be legitimate. Although we do our best to screen phishing emails, please use extra caution before opening any attachments or clicking on any links unless you are absolutely sure the source of the email is trusted. If in doubt about the legitimacy of this email, please use the Report Phish button for validation. Exterior Alteration. It is the catch all. Have a good weekend. Jonathan Spence, AICP Planning Manager Community Development Department July 5, 2022 - Page 474 of 885 75 South Frontage RoadVail, CO 81657Office: 970.479-2321 vailgov.com From: Chase Grubb <chase.s.grubb@vailresorts.com> Sent: Friday, June 3, 2022 7:55 AM To: Jonathan Spence <JSpence@vailgov.com> Cc: Jay Edwards <jedwards@cesareinc.com> Subject: East Vail Lot 1 Importance: High Hi Jonathan, Can you clarify for us which DRB permit we need to be filing for the soils testing at Lot 1 East Vail? Thanks! Chase Chase Grubb Sr. Construction Project Manager M/303-621-5947 The information contained in this message is confidential and intended only for the use of the individual or entity named above, and may be privileged. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please reply to the sender immediately, stating that you have received the message in error, then please delete this e-mail. Thank you. July 5, 2022 - Page 475 of 885 1 Charley Starr From:Jonathan Spence <JSpence@vailgov.com> Sent:Monday, May 9, 2022 11:27 AM To:Becky Stone Cc:Charley Starr Subject:RE: Building Height Point 1.4 CAUTION: Email from outside OZ Architecture. Perfect. Jonathan Spence, AICP Planning Manager Community Development Department 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com From: Becky Stone <bstone@ozarch.com> Sent: Monday, May 9, 2022 11:26 AM To: Jonathan Spence <JSpence@vailgov.com> Cc: Charley Starr <cstarr@ozarch.com> Subject: Building Height Point 1.4 Jonathan – I think you have these responses that we sent off last week. Sending the final response again in this excel file. We addressed the height question in #19 – the text is below: The building heights were calculated by taking the difference between the roof elevation and the most restrictive grade at 20 different points around the building. The maximum building height was lowered to 59.93 by adjusting the roof form at the West end of the building to be a Dutch hip roof. We were then able to lower the building height further to a final maximum building height of 59.18 by lowering entire building 9 inches. The methodology of these calculations is the same as documented in the PEC and DRB submissions and the Dutch hip roof form is a style commonly seen in the Vail Valley. Lowering the finished floor elevation is necessary to meet grading requirements. Please see exhibits F, J, and K for documentation of these changes Thanks! Let me know if this helps. Becky Rebecca Stone, AIA, LEED BD+C OZ Architecture | Principal Phone: 303-861-5704 | Mobile: 303-887-8221 bstone@ozarch.com | ozarch.com July 5, 2022 - Page 476 of 885 2 From: Jonathan Spence <JSpence@vailgov.com> Sent: Monday, May 9, 2022 11:14 AM To: Becky Stone <bstone@ozarch.com> Cc: Charley Starr <cstarr@ozarch.com> Subject: Building Height Point 1.4 CAUTION: Email from outside OZ Architecture. Good Morning Becky I hope you had a good weekend. Can you please provide some talking points on how the proposed roof elevation went from 8453 to 8445.93? Thanks. Happy to chat on the phone if needed. Jonathan Spence, AICP Planning Manager Community Development Department 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com July 5, 2022 - Page 477 of 885 201 July 20 8-19 019 9 Wor Vail V Repo rkfor Valley Part 97 Main v ort Author: An rce S tnership/V n Street, Ste. vailvalleypart ndrej A. Birju Surve Vail Valley E‐201 | Edwa tnership.com lin, Ph.D., Res ey Re Economic ards, CO 8163 | vailvalleym search Direct eport Prepare c Developm 32 | 970‐476 meansbusiness tor | 970‐328 t ed by: ment ‐1000 s.com ‐0299 July 5, 2022 - Page 478 of 885 Vail Valley Economic Development - Workforce Report 2019 2 Eagle County’s Labor Force: Conditions are Positive and Holding Steady After relatively high unemployment rates in 2009-2012, unemployment saw a steady decline thereafter. In 2018, the Eagle County unemployment rate was 2.7%, which is slightly higher than the previous year, but below the state rate of 3.3%. The unemployment rate has remained below 3% over the past four years. At the same time, the size of the labor force continues to grow. After a relatively flat period between 2010 and 2014, the number in the labor force increased 11.9% between 2014 and 2018 to 36,207. The county’s population continues to grow at a slow and steady pace. The State Demographer estimates that the population grew by 5% between 2010 and 2017. The population is currently estimated at 54,662, which represents a 0.7% increase over the previous year. School enrollment has seen growth of 2.4% in the past five years in grades Pre K – 12, which was 6,874 in fall of 2018. As a rural resort county, employment is disproportionally comprised of the accommodation and food services; retail trade; arts, entertainment and recreation; and construction. Almost a quarter (24%) of the County’s employees work in accommodations and food services, another 11% in retail trade and 11% in arts, entertainment and recreation. Construction employs about 10% of the workforce. Additionally, many residents are challenged to find suitable employment to carve out a sustainable living in the county since the average wage is lower than in Denver, yet the cost-of-of living is high. The cost for housing is especially high, ranging from about two 0.0% 2.5% 5.0% 7.5% 10.0% 22,000 24,500 27,000 29,500 32,000 34,500 37,000 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Unemployment RatePersons in Labor ForceEagle County Labor Force Eagle County Unemployment Colorado Unemployment July 5, 2022 - Page 479 of 885 Vail Valley Economic Development - Workforce Report 2019 3 times the national average in the Gypsum and Eagle area and increasing dramatically as one gets closer to the prestigious ski areas of Vail and Beaver Creek. Eagle County has 32,465 housing units and 20,283 households. Almost 2 in 5 homes (38%) in the county are classified as “vacant,” primarily second homes. While median household income in the county is higher the statewide ($83,803 compared to $65,458), weekly wages are low: $882 a week in Eagle County compared to $1,133 per week average statewide. It’s against this backdrop of an economy holding steady that we take a look at what employers in Eagle County are saying about business and workforce. 13th Annual Workforce Survey Vail Valley Economic Development (formerly The Economic Council of Eagle County) has been conducting a workforce survey in Eagle County since 2006-07. Although there has been some variation in items and response choices across administration years, core items on the current version of the survey have been collected since 2007-08 and ask employers about their business outlook, their employees, and their forecasts for the future. Items added in 2017-18 ask about business retention and expansion. Prior survey results can be found at www.vailvalleymeansbusiness.com. In 2018-19, 98 businesses responded to the Workforce Survey, which is similar to most survey years. This summary report compares those responses with data from the prior ten years of survey data for items which were in place for that period of time. Hiring New Employees and Workforce Conditions The chart on the next page shows that the experience with finding new employees has continued to get worse in the County. In 2009-10, 54% percent indicated that finding new employees was “Good” or “Excellent. “ While this percentage has trended up and down over the past 10 years, it was at a high point in 2009-10 and has recently come down dramatically from 53% in 2016-17 to 30% in 2018-19. At the same time, those that indicate it was “Terrible” or “Poor” had been relatively stable between 2014-15 and 2017-18, but has increased over this past year. July 5, 2022 - Page 480 of 885 Vail Valley Economic Development - Workforce Report 2019 4 As seen in the chart below, in 2018-19 38% of businesses report that they can fill positions within 4 weeks, a 55% decrease over the previous year and a 33% decrease from 2015-16. Those that indicated it took more than a month increased to 62%. The overall hiring results show that the days of easy hiring peaked in 2010-11 and are currently facing challenges. 10% 33%22%8%10%9%7%7%4%6% 62% 53% 57%72%72% 55%64% 51% 39%32% 18% 13% 10%17%16% 29%19% 32% 43%44% 10%12%7%10%11%15%19% 0% 25% 50% 75% 100% 2008-09 2010-11 2011-12 2012-13 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 Average Length of Time Positions Remain Open Until Filled One Week 2-4 Weeks 2-3 Months 4 Months or More 0% 15% 30% 45% 60% 2009-10 2010-11 2011-12 2012-13 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 Experience Finding New Employees Terrible Poor Fair Good Excellent54% report “Good” or “Excellent” 30% report “Good” or “Excellent” July 5, 2022 - Page 481 of 885 Vail Valley Economic Development - Workforce Report 2019 5 The charts on the next two pages show the results of questions that were added to the 2017-18 version of the survey. Overall, employers indicate that unfilled positions are largely stable, although about two out of five respondents say it is increasing. The percentage that say “increasing” has gone up over this past year. While about half of employers are not anticipating significant changes in their workforce, almost a third indicate they are hiring new employees and another 19% say they are replacing employees. Hiring new employees has gone up some since the prior year and replacing employees has gone down. 31% 66% 3% 39% 57% 4% 0% 10% 20% 30% 40% 50% 60% 70% Increasing Stable Decreasing Is the number of unfilled positions at your company: 2017‐18 2018‐19 49% 25% 25% 1% 52% 29% 19% 0% 0% 10% 20% 30% 40% 50% 60% 70% No Yes, hiring employees Yes, replacing employees Yes, releasing employees Have you experienced or do you anticipate any significant changes in the make-up of your workforce? 2017‐18 2018‐19 July 5, 2022 - Page 482 of 885 Vail Valley Economic Development - Workforce Report 2019 6 As seen in the chart below, employers do not give high ratings with their experience in finding new employees and the availability of workers has decreased significantly from the previous year. While the overall mean for quality of workers in the area received the highest rating this year, it falls right above the mid-point of the 7-point scale, indicating the experience is “fair.” Quality of the workforce increased substantially over the previous year. 8%9% 59% 24% 4% 14% 51% 31% 0% 10% 20% 30% 40% 50% 60% 70% More than 10 full or part‐time employees Between 5 and 10 full or part‐time employees Between 1 and 4 full or part‐time empoyees None How many new positions do you anticipate adding in the upcoming year? 2017‐18 2018‐19 4.3 2.5 3.5 3.1 3.8 3.1 1 1.5 2 2.5 3 3.5 4 4.5 Availability of Workers Quality of the Workforce Stability of the WorkforceMean RatingExperience in Finding Employees (1=Terrible, 4=Fair and 7=Excellent) 2017‐18 2018‐19 July 5, 2022 - Page 483 of 885 Vail Valley Two-third problems described Account Affordab Bilingua Both en service clinician Compen Copy wr Culinary Difficult Difficulty Educatio Experie Few app Finding for. 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The d time finding eally struggl itment proce ment ularly given t skill set we Expectation er adults an member for o work, Feder ure of govern drive into Va rs. plicants "gho tions (manag dish washers Therapists, E anagers with hat they are e specific pro g qualified, y le finding lice ess the high cos require ns of more th nd someone office service ral immigratio nment right ail to work. T osting" us du gers/supervi s, housekee Estheticians h experience experiencing oblems that yet affordabl ensed ment st of housing han what the who only wa e work. Phon on and visa now is preve he parking i uring the inte isors) eping. , Manageme e, housekee 7 g recruitmen employers le business al health g. ey are qualif ants to work nes, comput regulations enting s difficult an erview proce ent roles epers, F&B nt fied k 10- ter nd ess. July 5, 2022 - Page 484 of 885 Vail Valley Economic Development - Workforce Report 2019 8 positions, front desk agents for smaller properties, Valets Maintenance workers Maintenance, Housekeeping, and Front Desk Most challenging are skilled positions (mechanics, police officers, emergency dispatchers), although our seasonal landscaping has been a bigger challenge this year than normal. Need Skilled Carpenters/ Capable PMs No housing, poor work ethic Not currently, but anytime we have an open position Not really applicable Not right this minute Our hourly staff applicant pool is very shallow, as is the entire valleys. People can’t afford to live here. Qualified Mechanic and Spray Tech Qualified tradespeople (Concrete, Masonry, skilled trades) willing to work in the mountains due to lack of affordable housing options. Recruiting for Line Service Technician position we are competing against bus drivers, construction \ laborer jobs, and electricians. Restaurant workers ReStore Driver / Donations Ambassador - can't find someone with good driving record who can also meet physical demands and has good customer service skills. AmeriCorps members - no applicants - I think low unemployment means there are a lot of jobs and nobody wants to take a low paying / temporary AmeriCorps job when they can get something that pays more and is more stable/long term. RN, entry level positions are hard to recruit for when it comes to finding sustainable housing expenses for them and their families. See previous comment about needing professional people at compensation levels that make sense to them and us Seeking teachers with the educational background we require that can work for non-profit pay and still live in up valley. Senior financial positions, entry level positions Skill of showing up on time Skilled kitchen employees. Skilled trades positions are typically the hardest to fill. Specific skills as it relates to Recreation and child poop development Superintendent Tough work in crawlspace. Not easy to find people wanting to work on the hole Trades i.e. maintenance and seasonal work We have problems finding servers with the skills. We have a lot of problems just finding employees to work in the kitchen, skill set or not. We haven’t had anyone apply for a position that has been available since early April. We mainly pull from larger employers as a part time position that than moves into a full time position. We struggle to recruit special education teachers, school psychologists, and counselors. July 5, 2022 - Page 485 of 885 Vail Valley Employ Perceptio change. employer “excellen relatively 21% say housing collecting 0% 50% 100% Emplo 0% 50% 100% Emplo y Economic D yee Exper on of employ Transportat rs saying the nt” or “pretty y stable, with ing “it could results this y g this inform 15% 6 24% 1 38%6 21%1 2009-10 201 oyees’ Exp 24% 38% 4 18% 2 15%2 6% 2009-10 20 oyees’ Exp Development riences an yees' experie tion saw a s eir employee good" and 3 h nearly two- be better.” year and las ation. 6% 22%7% 16% 7%37% 1% 25% 10-11 2011-1 perience Fi To and 5% 44% 49% 28%16% 22%22% 6%8% 10-11 2011- perience Fi at an Affor - Workforce R nd Key Iss ences in find mall improve es’ experien 33% giving a -thirds of em Only 5% do t are the mo 19% 22% 43% 15% 12 2012-13 2 nding Reli From Wor 9% %44% %26% % 17% 4% 12 2012-13 inding Hou rdable Pric Report 2019 sues for E ding reliable ement over t ce finding re a negative ra mployers indi on’t feel that ost negative 17%15 18%14 40%41 24%28 2013-14 201 able Trans k 15% 3 34% 313% 27% 111% 2013-14 20 using They ce Employers transportati the previous eliable transp ating. Frustr cating “majo housing is m they have b 5%23% 4%6% 1%41% 8%26% 14-15 2015-1 sportation 35% 53% 39% 30% 8% 7%12%6%6% 014-15 2015- y Desire s ion and hous s year, with 4 portation to ration with h or frustration much of an is been in the h 24% 15% 34% 26% 16 2016-17 2 %53% %38% % %5% -16 2016-17 Excellent Neutral/Don Major Frustr 9 sing continu 49% of and from wo ousing held n” and anoth ssue. The history of 24%26 20%18 25%36 21%13 2017-18 201 61%6 28%2 6% 2017-18 20 Pr ’t Know Co ration ue to ork is er 6% 8% 6% 3% 8-19 65% 21% 6% 4% 018-19 retty Good ould be Betteer July 5, 2022 - Page 486 of 885 Vail Valley Economic Development - Workforce Report 2019 10 Effect of Housing on Ability to Attract, Hire and Retain Employees The effect of housing on the ability of businesses to attract, hire and retain employees improved slightly from the previous year, but is quite low overall. Specific comments made in this area include: #1 issue A lot of people are living out of their cars Available, and affordable, housing is the biggest issue for workers in the valley right now. Especially difficult for seasonal employees and those with families. Folk are choosing to live down valley and commuting so they can afford a place to live. Horrible, between NYMBY's VRBO's and lack of affordable housing construction cost will continue to grow Housing is the number one issue for retention and attraction and business growth I have put [named person] on the job of finding affordable homes for my co-workers. We just helped a 25 year-old buy in Edwards. It can be done if they focus. I live with my daughter in a one-bedroom apartment. Can’t afford my own place. $38k a yr doesn’t cut it. I usually avoid hiring employees who don't already have adequate housing and transportation Luckily our main employee rents and has long term. The other part time one owns their home Most employees and even managers live in Gypsum, Eagle and even Dotsero. Living close to work is not an economically intelligent option for many. Employees with families are more likely to live in either a mobile home or in apartments. My employees live with their parents still. But finding a new employee is difficult because housing is so tough to find. 24%22%23%24%33% 56% 69%70%78%72% 71% 56% 21% 60%40% 26% 22%24%16%23% 6% 22% 56% 16%27%18%9%7%6%4% 0% 25% 50% 75% 100% 2009-10 2010-11 2011-12 2012-13 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 Negatively Neutral Positively July 5, 2022 - Page 487 of 885 Vail Valley Economic Development - Workforce Report 2019 11 No such thing as affordable housing in this county... Our employees are not able to sustain a long term residency and employment with our company due to current housing prices. At some point they realize that it is too difficult to further their financial future, and leave eagle county entirely. Pricey. Rent is too high in Gypsum / Eagle area. Full time employees are not able to afford buying a home without assistance on a down payment. Simply. None available. Terrible situation in the surrounding area of Vail The ones who have been here a while are in a good position, the ones who don't own struggle They all have to live together! Housing is the main reason we see our employees moving away. Very few employees are able to afford to buy a place and many find it difficult to find housing elsewhere. We have prioritized this as a company and are currently building a new 63 unit building to add to our existing housing inventory. This will allow us to provide housing to more employees and not require shared bedrooms as we currently do (which very few adults want for their living situation). We cannot hire out of state employees planning to move to Colorado unless they have housing. Most cases they do not find housing. We have generally hired people already living here, but if we were hiring from outside, this would be a bigger issue. We've had new employees in the past not be able to find housing and had to rent an overpriced shared room from strangers to make it work. In 2016-17, items were added regarding availability of affordable child care and in 2017-18 items were added regarding affordable health care. These items are presented with the housing and transportation results in the section below for comparative purpose. As seen in the chart below, 65% of employers felt that health care is a problematic issue for their employees and 57% felt that child care is a problematic issue. Additionally, the percentage of employers using the “Major Frustration” category was higher for health care than for child care. At the same time, 27% of employers used the positive end of the scale to describe the health care experience for their employees, reflecting the fact that a number of businesses provide comprehensive coverage. For child care, only 10% of employers used the positive end of the scale to describe their employees’ experiences. July 5, 2022 - Page 488 of 885 Vail Valley Economic Development - Workforce Report 2019 12 The two charts below present the overall mean ratings on the four key issues presented to employers: reliable transportation, affordable child care, affordable health care, and affordable housing. These charts show that employee experiences are rated as lowest for housing, followed by child care, then health care, and transportation is rated as highest. In terms of perceived employee experiences, all issues moved in a negative direction from 2016-17 and 2017-18, then held relatively steady after that (note that health was new to the 2017-18 version of the survey). In terms of the impact of these issues on the ability to attract, hire and retain employees, housing was rated as significantly more problematic than child care or health care (the impact of transportation on hiring and retaining employees was not included on the survey). The impact of housing on hiring and retaining employees remained steady compared to the previous year, but health care and child care both declined. 26% 21% 7% 65% 39% 36% 26% 21% 8% 33% 18% 6% 17% 4% 36% 3% 10% 6% 13% 4% 0% 10% 20% 30% 40% 50% 60% Health Care Child Care Transportation Housing 2018-19: Employees' Experience with Health Care, Child Care, Transportation and Housing Major Frustration Could be Better Neutral/Don't Know Pretty Good Excellent July 5, 2022 - Page 489 of 885 Vail Valley Economic Development - Workforce Report 2019 13 3.01 2.69 2.65 2.03 1.92 1.94 2.14 2.1 1.57 1.43 1.43 1 1.5 2 2.5 3 3.5 2016‐17 2017‐18 2018‐19Mean Rating (1=Terrible, 2=Could Be Better, 3=Pretty Good, 4=Excellent)Employee Experience on Key Issues by Year Transportation Child Care Health Care* Housing * New Item in 2017‐18 1.92 1.84 1.74 1.96 1.89 1.37 1.28 1.32 1 1.2 1.4 1.6 1.8 2 2.2 2016‐17 2017‐18 2018‐19Mean Rating (1=Negative, 2=Neutral, 3=Positive)Impact of Key Issues on Ability to Attract, Hire and Retain Employees by Year Child Care Health Care* Housing * New Item in 2017‐18 July 5, 2022 - Page 490 of 885 Vail Valley Economic Development - Workforce Report 2019 14 Businesses were asked to allocate $100 across 11 key issues in Eagle County. Not surprising and as shown in the chart below, housing received the highest mean dollar allocation at over double the amount of the next highest item. Health care, talent attraction, and talent retention also received relatively high mean allocations. In terms of comparisons to 2017-18 results, housing, talent attraction, and environmental sustainability/climate change saw small declines, while health care saw a sizable decline. Increases were seen for transit, early childhood tourism/visitation, state government regulations, and the macro-economic environment. Tourism/visitation saw the strongest increase over the previous year. $0.77 $2.26 $2.72 $3.16 $6.52 $5.43 $5.33 $9.95 $11.81 $15.13 $36.64 $1.73 $2.59 $3.53 $4.56 $5.34 $5.90 $6.55 $9.98 $10.77 $13.12 $35.93 $0.00 $10.00 $20.00 $30.00 $40.00 Macro‐Economic Environment Local Government Regulations State Government Regulations Tourism/Visitation Env. Sustainability/Climate Change Early Childhood Transit Talent Retention Talent Attraction Health Care Housing Mean Dollar Allocation If you had $100 to spend annually to address community- based barriers to your company's success, how would you allocate the money across the following issues? July 5, 2022 - Page 491 of 885 Vail Valley Economic Development - Workforce Report 2019 15 Pay, Training and Benefits The survey asked employers about their pay scale, job training and professional development, and about benefits they provide. The chart below shows that 99% of employers provide job training and professional development to new employees and 96% provide training for those who have been there more than 6 months. Not surprising, new employees get more training than those that have been there more than 6 months. About half of the employers indicated that investment in employee training is increasing at their company, but this is a decline from the previous year. 1%4% 17% 23% 35% 39% 47% 34% ...new employees? ...employees that have worked for you more than 6 months? 0% 10% 20% 30% 40% 50% How much job training and other professional development do you offer... None Some Moderate Considerable 63% 32% 1%4% 48% 46% 2%3% 0% 10% 20% 30% 40% 50% 60% 70% Increasing Stable Decreasing No Investment Is company investment in employee training: 2017‐18 2018‐19 July 5, 2022 - Page 492 of 885 Vail Valley Economic Development - Workforce Report 2019 16 Most entities in Eagle County say the pay the same, or more, than similar businesses in other parts of the state. Additionally, as shown in the chart below, those who say they pay more than other parts of the state decreased slightly over the previous year, those who say they pay the same increased, and those that pay less declined slightly. Perceived Pay Scale In Relation to Other Parts of Colorado The following two charts show the percentage of businesses that offer various benefits asked about in the survey. Health insurance, dental insurance, vision insurance, retirement, and employer sponsored retirement plans are offered by over half of the entities surveyed. 8%8%10%12%14%6%4% 50%67%62%65%52%55%53%59% 48% 52% 42%33%38%33%40%35%35%28% 46%44% 0% 25% 50% 75% 100% 2009-10 2010-11 2011-12 2012-13 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 We pay less About the Same We pay more 0% 25% 50% 75% Retirement Health Ins. Emp. + Fam. Health Ins. Dental Ins. Vision Ins. Life Ins. Percentage of Businesses Offering the Following Benefits: 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 July 5, 2022 - Page 493 of 885 Vail Valley The Ec As show pretty go However direction positively compare health sh 0% 25% 50% 75% y Economic D conomy n in the two od about the r, perception since 2013- y than Eagle d to the two how 2013-14 Emp. Asst. Prog. 2013-14 Development charts on th e Eagle Cou n of the Eagl -14. Percep e County in g previous ye 4 to be the m Flex Time 2014-15 - Workforce R he next page unty econom e County ec ption of one’s general and ears. Longe most positive e Emp.-Sp Retirem 5 2015- Report 2019 e, business o my in general conomy in ge s own busine current resu er-term trend e year and th pons. ment Transp -16 201 owners and l as well as t eneral has b ess health is ults show slig ds on percep hen stayed re p. Subs. Hous 16-17 2 managers c their own bu been moving s always rate ght to small ption of one’ elatively sta sing Subs.R 2017-18 17 continue to fe usiness healt g in a negativ ed more changes wh ’s own busin ble thereafte Recreational Benefit* 2018-19 eel th. ve hen ness er. July 5, 2022 - Page 494 of 885 Vail Valley Economic Development - Workforce Report 2019 18 Businesses Indicating the EC Economy in General is Better or Worse Off than in the Previous Year . Businesses Indicating their Own Business Health is Better or Worse Off than in the Previous Year 0% 25% 50% 75% 100% 2009-10 2010-11 2011-12 2012-13 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 Worse About the Same Better than last year 0% 25% 50% 75% 100% 2009-10 2010-11 2011-12 2012-13 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 July 5, 2022 - Page 495 of 885 Vail Valley Economic Development - Workforce Report 2019 19 Comments from survey respondents regarding the Eagle County economy in general are as follows: 2018/2019 about the same if not a little better. Much better than 2017. Expecting to level off. Businesses seem to be doing well, but staffing is suffering. The cost of living keeps going up and wages do not keep pace. Costs keep rising but not wages. I am making what I made two years ago when I started. Housing and labor shortages Cannot find qualified subcontractors Housing is harder to find and more expensive Housing too expensive and pay can’t start to keep up I answer better because the housing market is strong - non tourist industry business growth is strong. I'd say worse off in the health insurance arena. Rental rates for housing also seem to be a bigger issue for my teachers. It is better and worse. Better- more work Worse- more work, same price to customer at a higher cost to contractor It is hard to gauge, but the costs of housing and healthcare make it very difficult for our employees. It's harder to be a working person in Eagle County right now because the cost of living keeps going up but wages aren't keeping pace with that growth Maybe a little better, seems people are spending a tiny bit more than they have in the past few years and travelling a bit more. Not enough adequate affordable housing inventory; not enough talented job applicants. The economy is doing great since the last election the snow helped this season with increased sales The work force is low and the demand for trades is high. Good companies can do very well we could use less skilled folks but the wages are too high for those folks. Worse for those seeking to own land / home. Comments from survey respondents regarding their own business health are as follows: Currently the spring and summer season numbers are down. Early Winter was down as well. It fluctuates ...lack of snow in 2018 was an issue. Affected tourism. We are up this year. Only because of the snow this year - we saw strong growth within our sales this winter. Our current staff has gained some stability and tenure and we have a clear strategic plan for growth that our constituency is in support of post renovation we are in a more comfortable spot. This past year was good for the hotel industry. Record snow fall and epic skiing conditions increase visitors and traffic through the airport. The snow helped. We are fully enrolled and retaining staff, however, once we lose staff everything will change. July 5, 2022 - Page 496 of 885 Vail Valley Economic Development - Workforce Report 2019 20 Predicting the Future The outlook for finding and retaining employees has held relatively stable since 2014-15. Currently, about 24% of respondents say finding and keeping employees will be worse next year, about the same as the prior year result. About 11% predict it will improve, which is also about the same as the prior year. Predictions for Your Ability to Hire and Retain Employees in the Coming Year * Don’t Know was not offered as a response option starting in 2013-14. As seen in the charts on the next page, the outlook for the economy and one’s own business health both improved somewhat when compared to the previous year. For Eagle County in general, the percent indicating “worse” decreased from 14% to 12% and those that said “better” increased from 14% to 17%. There was more optimism for respondents’ own business health and those that that indicated “worse” decreased from 3% to 2% and those that indicated “better” increased from 33% to 40%. 0% 25% 50% 75% 100% 2009-10 2010-11 2011-12 2012-13 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 Getting Worse About the Same Improving for Next Year Don’t Know* July 5, 2022 - Page 497 of 885 Vail Valley Economic Development - Workforce Report 2019 21 Predictions for EC’s Economy for the Coming Year * Don’t Know was not offered as a response option starting in 2013-14. Predictions for Own Business Health for the Coming Year * Don’t Know was not offered as a response option starting in 2013-14. 0% 25% 50% 75% 100% 2009-10 2010-11 2011-12 2012-13 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 Getting Worse About the Same Improving Trends Don’t Know* 0% 25% 50% 75% 100% 2009-10 2010-11 2011-12 2012-13 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 Getting Worse About the Same Improving Trends Don’t Know* July 5, 2022 - Page 498 of 885 Vail Valley Economic Development - Workforce Report 2019 22 Current Business Growth and Expansion Over half (58%) of businesses surveyed indicate that they expect to expand in the next three years. About 17% of businesses say they are considering expanding or diversifying into a different service sector, a 7% decrease from the previous year. At the same time, 89% of businesses say there are barriers to growth in this community and 45% say that they the anticipate federal state, or local legislation changes that will adversely affect their business in the next five years. The anticipated changes in legislation are shown in the table below, while comments regarding barriers to growth are shown in the table starting on page 22. Additional resources that would be beneficial to the businesses surveyed are listed in the table starting on page 25. Adverse Legislation Anticipated in the Next 5 Years: Colorado Legislation is working to a single payer health system which will crush our Insurance Industry and limit healthcare for its residents. Continued reduction of the Residential Assessment Rate Family leave fees (taxes) and other burdensome regulations at a state level. Transit improvements locally. FCC could change their policy on Radio Station ownership. Could be either a benefit or detriment. Funds are always subject to state funding hard to say health insurance and health care provider availability Hopefully: - Health care initiatives - improved / increased affordable housing - revamped public transportation I am sure something will happen. Immigration reform and ability to obtain visas. Increased federal excise tax on beer. Insurance, litigation, healthcare Legislation and compliance issues always have the opportunity to affect our work. Mandatory leave policy at state level may be difficult financially if passes Minimum Wage, Family Leave Act New Colorado Employment Laws Not aware of any, but not tracking Not legislation per se, but a recession will impact philanthropy and marketing spend. Not state or local, but federal real estate laws can always change the way we operate. Polis taxing us to death is not positive. And depending on 2020 election as far as business taxes ...we like it lower! Possible changes in H2B program and possibly having to provide housing for J-1s. Possibly expansion of liquor to other retail outlets Possibly, however we may see them improve aspects of our business. Namely the Camp Hale Legacy act, and how the implication will directly affect our permits and trail system. July 5, 2022 - Page 499 of 885 Vail Valley Economic Development - Workforce Report 2019 23 Property tax increases are a major factor Proposed amendments to TABOR and Gallagher could increase property taxes and have an adverse effect on 2nd homeowners interested in home remodel projects. Rising minimum wage TABOR and/or Gallagher Tariffs Tariffs Tax laws and Tariffs may affect us. Health Insurance too. Unknown if these changes will help or hurt us. Taxes and small business responsibilities for hiring more full-time staff (unemployment, healthcare, workers compensation). That is certainly very difficult to answer. Will the new governor's agenda be helpful, costly or neutral? Remains to be seen. Will local government actually help the housing situation? That is certainly an unknown at this time. The way in which the hospital is paid as well as greater transparency with billing / expenses. There is legislation underway to raise the minimum wage to $15 and abolish the current tip credit for restaurants by 2024. If this passes it will be disastrous for the restaurant industry. There is regularly employment related legislation that require additional resources or changes in business practices. Tipped minimum wage increase Town of Eagle's budget struggles. Unknown We are a bank.... We are constantly looking at and watching future legislation We are greatly affected by state level and legislative changes. Change always puts pressure on our processes and businesses. We are in the short=term/vacation rental business. Communities across the country are considering rules/regulations for this industry. In many cases the new rules are hostile to our business model. So far not the case here, but it's not impossible that it could change Barriers to Growth in the Community: Ability to attract young professionals due to high cost of living and limited affordable housing. Affordable Housing Affordable housing and medical expenses make it difficult for young workers to build a career in this valley so employee retention is always a challenge. Affordable housing for employees and cost of living is high Affordable housing, child care Affordable housing, comparable to cost of living, recruitment and talent retention. Affordable housing, duh Affordable Housing, Professional Workforce Affordable housing. We have to bring in employees from other parts of the state to work temporarily. Compensation and housing Complex equation of looking for professional people and being able to afford to pay them July 5, 2022 - Page 500 of 885 Vail Valley Economic Development - Workforce Report 2019 24 commensurate with their experience and at a level that allows them to "live" here and not just survive Cost of housing & cost of salary to accommodate the overall premium we pay here in cost of living. Cost of health insurance. Cost of living being more than pay. Cost of child care. Healthcare costs. Lack of housing/ cost of housing. Difficult to grow when there is no place for retail workers to find housing that is less than half their monthly income. We pay a competitive rate with incentives and it's still very hard for employees to pay rent let alone love where they live. Employee housing and population base Employee Housing, Talent Pool Expanding services is challenging in that finding talent that already have housing or can make the move here is sometime difficult. Expanding staff this past year resulted in our agency reaching outside of the valley to find experienced professionals in the field from other areas. The high cost of living was a barrier to getting them to come. One even cancelled the day before his first day of work. Expansion is affected greatly by lack of labor, Lack of housing and end-user customers/developers not understanding the requirements to live in the valleys Finding quality job candidates Finding skilled talent. For hiring: professional employee pool & cost of living; For programming: venue & vendor cost Funding is always a challenge for non-profits but we work hard in this area; ability to hire staff - low unemployment & lack of affordable housing coupled with high cost of living have made this difficult in recent years Generally cost of living is perceived as barrier especially for married couples with children Grocery stores selling full strength beer Have to rely on contract labor to fill in gaps High cost of land, increasing construction costs, limited sellers allowing development, high population of residents traveling out of town (too few local jobs to support daytime shopping/eating for businesses)…. Hiring quality long term employees Housing & healthcare costs, early childhood access and cost, need for local governments to improve housing development processes to facilitate smart growth Housing and employee costs. Housing and healthcare costs Housing crisis and lack of qualified applicants for open positions Housing expense, low unemployment, public transportation Housing verses wages Availability of housing Housing, both for families and employees. We have seen some growth in families in Vail with Chamonix development, we need both children and employees up Valley in order to sustain. Housing, Cost of getting here as guests, general cost of living - but it’s a great place to live Housing, cost of living, available services, cost of healthcare Housing, cost of living, medical costs, immigration laws, large amount of job vacancies with few applicants due to the aforementioned challenges Housing, housing, housing. The expense of housing drives a need for higher wages and lowers the available workforce. Positions go unfilled. July 5, 2022 - Page 501 of 885 Vail Valley Economic Development - Workforce Report 2019 25 Housing, transportation. Housing, Wages keeping staff. The cost of living is high and the wages do not sustain the cost of living. Housing. It's hard to move here when you have to drop $6,000-$7,000 just to move in Housing. Expense. Cost. Housing/Cost of Living I have actually looked at other locations in the valley and am presently doing so, but do not feel comfortable that educated and hardworking employees are available to businesses in the area due to high cost of living and lack of affordable housing. In Eagle we are desperately short of housing for the 'missing generation' - Millennials. As a result our employers struggle to find and keep qualified staff. It is hard to find office managers with previous experience that don't expect an extremely high salary It is very difficult to find employees and it is very difficult for employees to find housing. Labor pool and high housing and wages Lack of affordable housing that is located close to hospital for clinical staff to be able to respond quickly to if necessary. Lack of child care with hours of operations that would accommodate 12 hour shifts. lack of professional employees that are here to stay, looking for a career not just seasonal short term employment Lack of qualified associates to fill management and professional roles, in addition the housing issue causes great strain on associates to remain in the valley and grow into senior positions. lack of staffing, expense of construction, housing for employees, sub base shrunk, healthcare costs, weather, transportation challenges on i70 and up and down the front range. Land & Economy Land is a limited commodity since our valley is surrounded by public land. Local and State legislative barriers continue to create barriers to growth. Many: - Cost of living - Health care - Public Transportation - Holding a strong profit margin that ensures business success Medical qualifications and certifications No affordable housing for those working in hourly positions for Vail resorts. Not enough people for the employee demand. Impossible to depend on an influx of qualified workers. only the available develop-able space limitations Over regulation Pay scale People not wanting it to become a city (which I agree with) and affordable housing Permits for our tours within the white river national forest. Stricter regulations from Eagle County on our wedding program. Lack of services such as electricity, upgraded internet, and upgraded phone due to our location. Remoteness of our location. Rental housing and ownership market. Seasonality of work So many nonprofits and many of which are not open to collaboration Staffing July 5, 2022 - Page 502 of 885 Vail Valley Economic Development - Workforce Report 2019 26 Staffing is a huge barrier Staffing, housing Talent pool, cost of living. The barriers we are up against are attracting, hiring, retaining good employees due to the high cost of living. We like to be on the leading edge of compensation in the Vail Valley and the cost of living is rising faster than company growth. The community is built out.....Options for programing on existing facilities The cost of housing and difficulty in establishing in the area are barriers to getting qualified professionals who could make the same or more elsewhere with lower living costs. The main cost is real estate, which is on average 50% higher than the national average. This makes it difficult to pay staff a high enough wage to make up for this additional cost. We recommend that municipalities institute a universal basic income for county residents/workers to help ease this burden. The real estate market tends to be the biggest factor. Tight Labor Market Time to train for qualified and skilled workers. Time, money Town of Vail various limitations including housing, signage, parking Workforce housing continues to be our biggest challenge in recruiting and retaining employees. Yes and no. Finding qualified employees is hard for all businesses. No more or less for mine. I hired my first remote employee this year. He works from home in the front range. That may be a strategy I employ to expand in the future. Yes. High cost of land, construction materials, impact fees, costly approval process, narrow- mindedness, and extreme NIMBYish. Additional resources that would be beneficial: A larger candidate pool to choose from A list of available skilled contractors. Is this distinct from VVP directory? A network for housing. If you don't have a place to live how can you work in this valley. Commuting from Leadville or Glenwood seems a bit crazy. A state run family leave program would allow small employers to better compete with larger employers on benefits. Affordable and usable health insurance affordable housing light rail transportation AFFORDABLE HOUSING Affordable housing Affordable housing for employees Affordable housing, ease of transportation from down valley to Vail and Beaver Creek, better parking for employees Continued access to VVP information and resources, allowing more Miller Ranch type housing programs, transportation systems could develop better (carpool programs that allow a space for parking?) Continued efforts to create partnerships that provide workforce housing are essential. Continued leadership from VVF in areas political concern - family leave act, health insurance, wage surveys July 5, 2022 - Page 503 of 885 Vail Valley Economic Development - Workforce Report 2019 27 Continuing education around non-profit administration (management, development, marketing, etc.). Continued networking support for collaboration, cooperation, shared resources, etc. Continuing Education. The more we, as business owners can share with each other, the better. County wide health plan; pool of employee housing for qualified employers Eagle/Gypsum area job fairs Employer driving housing initiatives or collaborations. Financial literacy classes Find ways to address the "cost of living" issues: housing, healthcare, childcare to help with employee retention. Finding and retaining quality employees, help with affordable housing so that they remain in the area Good insurance (health) for employees that have multiple PT jobs Health care education Housing database Healthcare resource, VVP is doing a great job, but its needs to be expanded. Housing opportunity Housing subsidies, stronger labor pool I think affordable healthcare either for employees to pay out of pocket, or for us to offer employees as a benefit. Getting a better handle on some sort of housing regulations in the county. Local health insurance co-op to negotiate better rates with local hospitals. More support for childcare centers to open more locations/increase staffing/take more kids. More mental health resources. Marketing/Promotion/Advertising assistance (from the TOV and/or the county). Real Estate cost subsidy (from TOV and/or County). More affordable housing. The valley is a great place to live, but not everyone can afford to live, work and start a family here. We have valuable employees that leave the valley after a year or 2 due to housing issues and no long term security. More choices for health insurance More collaboration between organizations rather than "Avon" ones, "Vail" ones, etc. More health care options. More housing options. Stronger work force More information on the health of businesses in general. More networking opportunities None Partnerships between government and business community for housing solutions Purchasing home / land assistance. Day care with earlier and later hours of operations at a more reasonable fee. Quality local housing which we could offer to employees who are considering moving to the valley. real solutions for health care and housing affordability issues The Town of Vail provides a significant amount of resources to us as do the CO State Library and other library-related networks, statewide. The VVP Business Insights Series held on May 15 and May 22 were beneficial and would attend similar workshops in the valley. July 5, 2022 - Page 504 of 885 Vail Valley Economic Development - Workforce Report 2019 28 We need more affordable health care for local businesses and we need our local governments, especially the county to help with the housing crisis. Elected officials need to actually vote for housing instead of just saying they will and then caving in to the NIMBYs in our community. Our county used to be a place of opportunity for new residents. It’s becoming a retirement community for many who do not care about future vibrancy in our economy or community. We need the county and local governments to get into one room with business leaders and discuss options to improve our issues - if we work together we could accomplish so much. Survey Methodology Vail Valley Economic Development invited employers to participate in this research by sending them an email link to an online survey. Staff then placed follow-up “invitation to participate calls” to those companies and other entities that had not yet completed the survey, but were considered highly representative of the local business climate. The Vail Valley Partnership and its member associations included information and the survey link in their online newsletters, and area non-profit organizations were invited to weigh in. The survey was designed and tested by research staff, and distributed through Survey Monkey, an internet-based survey tool. Data was tabulated and analyzed using SPSS, the Statistical Package for Social Sciences. This was an opt-in rather than a random sample or census survey, so a margin of error cannot be calculated. However, survey respondents represented small and large businesses of different types employing a large number of workers throughout the valley, and results can be used to assess trends in the Eagle County workforce. July 5, 2022 - Page 505 of 885 Vail Valley Economic Development - Workforce Report 2019 29 Conclusions Some conclusions from the 2018-19 Workforce Survey: ✓ Business owners and managers as a whole predict a small positive change in the economy in general for the upcoming year. This was also true for the vitality of one’s own business and the magnitude of the positive trend was slightly larger. Similarly, a an improvement was seen among respondents in terms of opinions regarding current economic conditions in the County in general and current views on the health of their own business also moved slightly in a positive direction. ✓ Predictions about the ability to hire and retain employees in the upcoming year held relatively steady since the 2015-16 survey year. ✓ Frustration with housing continues to be a major issue, but has held relatively steady compared to last year. Negative opinions continue to run at an all time high. Nearly 3 out 4 businesses feel that the housing situation negatively impacts their ability to hire and retain employees and this issue was mentioned frequently when asked about barriers to growing their business in the community. ✓ Over half of the businesses feel that their employees have a negative opinion of the availability of affordable child care, an issue that was introduced to the survey for the first time in 2016-17. Close to 1 out of 3 businesses feel that lack of child care negatively impacts their ability to hire and retain employees. ✓ Two-thirds of the businesses feel that their employees have a negative opinion of the availability of affordable health care, an issue that was introduced to the survey for the first time last year. Almost 2 out of 5 businesses feel that lack of affordable health care negatively impacts their ability to hire and retain employees. However, a number of the businesses provide comprehensive coverage and 27% of respondents say their employees have a positive experience on this issue. ✓ Over half of the businesses surveyed indicate that they expect to expand in the next three years and about nearly 1 out of 5 say they are considering expanding or diversifying into a different service sector. However, nearly all of the businesses say there are barriers to growth in the county, with a large number of respondents providing open-ended comments in this area. July 5, 2022 - Page 506 of 885 1 Charley Starr From:Jonathan Spence <JSpence@vailgov.com> Sent:Thursday, January 20, 2022 4:05 PM To:Charley Starr Cc:Becky Stone Subject:RE: Lot 1 East Vail Housing | OZ Sharefile Link Follow Up Flag:Follow up Flag Status:Completed CAUTION: Email from outside OZ Architecture. Will do. I will be sharing the landscape plans, a more complete DRB set (w/out landscaping) and resolution extending expiration. The Town’s Novus system contains all meeting materials. Below is a link to the PEC packet for 8-12-2019, the meeting before it was approved on 8-26-2019. Many of the attachments may be useful in supplementing what you have received from VR. https://vail.novusagenda.com/agendapublic/CoverSheet.aspx?ItemID=11168&MeetingID=881 Jonathan Spence, AICP Planning Manager Community Development Department 75 South Frontage Road Vail, CO 81657 Office: 970.479-2321 vailgov.com From: Charley Starr <cstarr@ozarch.com> Sent: Thursday, January 20, 2022 4:00 PM To: Jonathan Spence <JSpence@vailgov.com> Cc: Becky Stone <bstone@ozarch.com> Subject: Lot 1 East Vail Housing | OZ Sharefile Link Hi Jonathan Please use the link below to send us large files. I have set up a folder for your use. https://ozarch.sharefile.com/f/foc18bda-49fb-47f2-9499-7eea290ae14c July 5, 2022 - Page 507 of 885 2 Thank you, To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet. Charley Starr, AIA, NCARB OZ Architecture | Project Manager Phone: 303-861-5704 | Mobile: 303-570-6875 3003 Larimer St, Denver CO 80205 cstarr@arch.com | ozarch.com July 5, 2022 - Page 508 of 885 PEC Submittal III \\ 12 August 2019 VAIL, CO BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION July 5, 2022 - Page 509 of 885 USDA FSA, GeoEye, Eagle County Tax Assessor Department PROJECT GUIDELINES AND GOALS • Optimize the 23-acre parcel to balance the community’s need for housing with sensitive land enhancements to the surrounding wildlife habitat • Build responsibly given the existing site configuration, topography and environment • Create a vibrant and diverse neighborhood that includes both a mix of rental and for-sale housing as well as a variety of desirable and marketable homes for a wide range of residents • Develop an architecturally attractive community that combines modern design aesthetic and the Town of Vail’s design standards in a manner that is attractive and affordable to locals BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal \\ 24 June 2019 Lot 1 Housing Parcel Site: 5.3 Acres Zoning: Housing (H) VICINITY MAP Scale: 1” = 1,200’-0” Tract A NAP Parcel USES TOV TOV July 5, 2022 - Page 510 of 885 BLDG A BLDG B BLDG C BLDG D BLDG E BLDG F BLDG G BLDG H BLDG 1 BLDG 2 BLDG 3 PRODUCT TYPE PROJECT NAME SK 1.05 PRODUCT TYPE 1" = 40'-0"1 PRODUCT TYPE East Vail Worforce Housing Subdivision Development Program Summary Building Units Livable SF GRFA SF Building 1 2 & 3 - Multifamily EHU 42 34,860 30,408 Building D - Townhome EHU 4 5,896 4,847 Building E - Townhome EHU 4 5,890 4,833 Building F - Townhome EHU 4 5,890 4,833 Building G - Townhome EHU 4 5,890 4,833 Building H - Townhome EHU 3 4,252 3,352 Total EHU 61 62,678 53,106 EHU %84%71%70% Building A - Townhomes 4 8,446 7,533 Building B - Townhomes 4 8,446 7,533 Building C - Townhomes 4 8,446 7,533 Total Dwelling Units 12 25,338 22,599 DU %16%29%30% Total 73 88,016 75,705 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 SITE PLAN Scale: 1” = 40’-0” PRODUCT TYPE DEVELOPMENT PROGRAM SUMMARY UNIT QUANTITY MARKET RATE TH 12 DEED RESTRICTED TH 19 DEED RESTRICTED MULTI-FAMILY 42 73 TOTAL UNITS Program Summary July 5, 2022 - Page 511 of 885 SITE COVERAGE PROJECT NAME SK 1.04 SITE COVERAGE 1" = 40'-0"1 SITE COVERAGE BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 SITE COVERAGE: 16 % MAX. ALLOWED: 55% OVERALL SITE: 235,036 SF BUILDING COVERAGE: 38,478 SF SITE COVERAGE PLAN Scale: 1” = 40’-0” Site Coverage Plan TOWN OF VAIL CODE 12-2-2-SITE COVERAGE Site Coverage: The ratio of the total building area on a site to the total area of a site, expressed as a percentage. For the purpose of calculating site coverage, “building area” shall mean the total horizontal area of any building, carport, porte-cochere, arcade, and covered or roofed walkway as measured from the exterior face of perimeter walls or supporting columns above grade or at ground level, whichever is the greater area. For the purposes of this definition, a balcony or deck projecting from a higher elevation may extend over a lower balcony, deck or walkway, and in such case the higher balcony or desk shall not be deemed a roof or covering for the lower balcony, deck or walkway. In addition to the above, building area shall also include any portion of a roof overhang, eave, or covered stair, covered deck, covered porch, covered terrace or covered patio that extends more than four feet (4’) from the exterior face of the perimeter building walls or supporting columns. July 5, 2022 - Page 512 of 885 LANSCAPE COVERAGE PROJECT NAME SK 1.03 LANSCAPE COVERAGE 1" = 40'-0"1 LANDSCAPE COVERAGE BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 LANDSCAPE COVERAGE: 57 % MIN. REQUIRED: 30% OVERALL SITE: 235,036 SF LANDSCAPE COVERAGE: 134,464 SF LANDSCAPE COVERAGE PLAN Scale: 1” = 40’-0” Landscape Coverage Plan July 5, 2022 - Page 513 of 885 SNOW COVERAGE PROJECT NAME SK 1.06 SNOW COVERAGE 1" = 40'-0"1 SNOW COVERAGE BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 Snow Storage Diagram IMPERVIOUS SURFACE COVERAGE AND SNOW STORAGE REQUIRED SURFACE: 30% OF IMPERVIOUS IMPERVIOUS SURFACE: 58,978 SF SNOW STORAGE AREA: 22,075 SF SNOW STORAGE PROVIDED: 37% SNOW STORAGE DIAGRAM Scale: 1” = 40’-0” July 5, 2022 - Page 514 of 885 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 11 111 2 2 2 2 2 2 2 2 2 2 2 2 2 2 222 2 2 2 2 2 2 2 2 2 3 9 25 11 8 7 2 2 2 2 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 PARKING DIAGRAM Scale: 1” = 40’-0” PARKING TYPE QUANTITY GARAGE 31 DRIVEWAY 62 SURFACE LOT VISITOR 60 3 156 SPACES Parking Diagram July 5, 2022 - Page 515 of 885 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 Lighting Site Plan LIGHTING TYPE QUANTITY FULL CUTOFF SCONCES AT UNIT AND BUILDING ENTRIES 1 90 DEGREE CUTOFF BOLLARD 7 LIGHT POLE 42 ADJUSTABLE CUTOFF LIGHT POLE KIM LIGHTING - SIDE MOUNTED POLE LIGHT BLACK 20’ HIGH 90 DEGREE CUTOFF BOLLARD KIM LIGHTING - BOLLARD LIGHT BLACK FULL CUTOFF SCONCE KICHLER - 11250 OUTDOOR WALL SCONCE GUN METAL GRAY July 5, 2022 - Page 516 of 885 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 359 DESIGN | 3630 Osage | Denver, Colorado | 303.884.9131DRB - Revised Site Lighting - October 24, 2017 251 SITE / AREA WARP9® with PicoPrism® WP9S/WP9L 35B"(892 mm) 10M"(262 mm)5I"(151 mm) 10M"(262 mm) 1I"(49 mm) 6E"(175 mm) 5B"(130 mm)20"(508 mm) 8I"(227 mm) 1K" 5A"(129 mm)26I"(684 mm) 8I"(227 mm)5N"(141 mm) 15"(381 mm) 4G"(113 mm) (38 mm) TOP BOTTOM SIDE FRONT TOP BOTTOM SIDE FRONT 1"(25 mm)1"(25 mm) WP9SP WP9LP ORDERING. INFORMATION (Example) FEATURES • LED Picoprism technology • Patented design, incorporating visual stealth technology • Sealed optical module, IP-66 rated Note: HID to LED Upgrade Kits available. Contact factory. Consult DLC Website for current qualifi ed product listings. MOUNTING EPA WP9SP WP9LP 1SA 1 Arm Side Mt. 0.52 0.95 2SB 2 Arm Side Mt. 1.04 1.9 2SL 2 Arm Side Mt. 0.82 1.47 3ST 3 Arm Side Mt. 1.3 2.5 3SY1 3 Arm Side Mt. 1.3 2.5 4SC 4 Arm Side Mt. 1.5 2.7 1W*Single Wall Mt. n/a n/a *Wall Mounting: A cast-aluminum mounting plate is mounted to the wall with four bolts (by others). Fixture and arm are mounted to the cast aluminum cover plate before attaching to the wall mounting plate. NOTE: EPA is for Fixture only Distribution WP9S1 Type I WP9S2 Type II WP9S3 Type III WP9S4 Type IV WP9S5 Type V WP9SR Type R Right WP9SL Type L Left WP9L1 Type I WP9L2 Type II WP9L3 Type III WP9L4 Type IV WP9l5 Type V WP9LR Type R Right WP9LL Type L Left ELECTRICAL MODULE2 FIXTURE Color Temperature 2K 580nm580nm 3K 3000K 4K 4000K 5K 5000K Voltages 120 120V 208 208V 240 240V 277 277V 347 347V3 480 480V3 Source60L60 LEDs, 131W For WP9SP 120L 120 LEDs, 270W For WP9LP FIXTURE FINISH BL Black DB Dark Bronze TT Titanium PS Platinum Silver WH White CC Custom Color* *Consult representative WP9S1P70 SF/A-25 PRA12-5125SA/SG60L5K120 SG SLIPFITTER MOUNTING OPTIONS 4” Round, Standard Fixtures VSF-1SA 1 fi xture side mt. VSF-2SB 2 fi xtures side mt. 180° VSF-2SL 2 fi xtures side mt. 90° VSF-3ST 3 fi xtures side mt. 90° VSF-3SY 3 fi xtures side mt. 120° VSF-4SC 4 fi xtures side mt. 90° 4” Square, Standard Fixtures SVSF-1SA 1 fi xture side mt. SVSF-2SB 2 fi xtures side mt. 180° SVSF-2SL 2 fi xtures side mt. 90° SVSF-3ST 3 fi xtures side mt. 90° SVSF-4SC 4 fi xtures side mt. 90° HSF Horizontal Slipfi tter Mount VERTICAL HORIZONTAL See Arms & Poles Selection Guide at www.kimlighting.com for pole EPA & ordering. POLE FIXTURE OPTIONS NFO Neighbor Friendly Optic SF Single Fuse for 120, 277, 347V DF Double Fuse for 208, 240 480V A-25 WP9L Photocell Receptacle LS Polycarbonate Lens4 TL Tamper-Resistant Latch4 SCL Occupancy Sensor up to 16’ ht. SCH Occupancy Sensor up to 30’ ht. 1 2 3 4 3Y only available on round slipfi tter. Driver has a 0-10V dimming interface with a dimming range of 10-100%. Compatible with most control systems.Due to current unavailability of 347V & 480V drivers, specifi cation of these voltages may feature an integral step-down transformer. Required only for vandal protection in locations where fi xtures can be reached by unauthorized persons. Current P35 350mA PicoPrism P70 700mA PicoPrism WP9SP-LED WP9LP-LED 1SA 3000K and warmer CCTs only POLE MOUNTED LIGHT REVISED POLE MOUNTED FIXTURE TO BE SIMILAR TO THE ADJACENT FIRE DEPARTMENT POLE MOUNTED FIXTURES BUT WITH LED LAMPING AND ADJUSTABLE CUTOFF OPTIONS. COLOR TEMPERATURE TO BE 3000K AND BLACK FINISH. 90 DEGREE CUTTOFF BOLLARD REVISED BOLLARD FIXTURE TO BE SIMILAR TO THE TOV STANDARD BOLLARD FIXTURE WITH FLAT TOP AND 90 DEGREE CUTTOFF FINNS. COLOR TEMERATURE TO BE 3000K AND BLACK FINISH. EXISTING FIRE DEPARTMENT POLE FIXTURE PROPOSED BOLLARD FIXTURE (IN BLACK)PROPOSED POLE FIXTURE (IN BLACK) Lighting Cutsheets PROPOSED WALL SCONCE (IN GUN METAL GRAY) July 5, 2022 - Page 517 of 885 BLDG A BLDG B BLDG C BLDG D BLDG E BLDG F BLDG G BLDG H BLDG 1 BLDG 2 BLDG 3 A1 A2 A3 A6 A5 A7 A4 B1 B2 B3 B4B5B6 B7 C1 C2 C3 C4C5C6 C7 D1 D2 D3 D5 D4 D6 D7 D8 D9 D10 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 2.4 2.5 2.6 2.1 2.2 2.3 3.4 3.5 3.6 3.1 3.2 3.3 H8 H7 H6 H5 H3 H2 H1 H4 G8 G6G9 G10 G7 G4 G1 G2 G3 G5 F8F9 F10 F6 F4 F1 F2 F3 F5F7 E8 E6 E4 E1 E2 E3 E5E7 E9 E10 G6.1 F6.1 E6.1 D11 BUILDING HEIGHTS PROJECT NAME SK 1.07 BUILDING HEIGHTS BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 Building Height Diagram SITE PLAN Scale: 1” = 20’-0” Existing Grade Elevation Proposed Grade Elevation Roof Elevation Height from most Restrictive Most Restrictive Grade POINT 1.1 8390 8395 8439 49 8390 POINT 1.2 8385 8394.9 8444.9 59.9 8385 POINT 1.3 8383 8394.9 8438.9 55.9 8383 POINT 1.4 8386 8402 8446 60 8386 POINT 1.5 8390 8404 8439 49 8390 POINT 1.6 8396 8406 8444 48 8396 POINT 1.7 8400 8406.9 8438.9 38.9 8400 POINT 1.8 8403 8407 8444 41 8403 POINT 2.1 8393 8396.5 8416.5 23.5 8393 POINT 2.2 8398 8399 8445 47 8398 POINT 2.3 8397 8399 8443.5 46.5 8397 POINT 2.4 8403 8409 8447 44 8403 POINT 2.5 8405 8411.9 8448.9 43.9 8405 POINT 2.6 8408 8414 8450 42 8408 POINT 3.1 8398 8402 8446 48 8398 POINT 3.2 8401 8404.4 8454.4 53.4 8401 POINT 3.3 8404 8409 8451 47 8404 POINT 3.4 8407 8414 8461 54 8407 POINT 3.5 8410 8416 8457 47 8410 POINT 3.6 8414 8418 8454 40 8414 Building Height Calculations Building 1 Building 2 Building 3 Existing Grade Elevation Proposed Grade Elevation Roof Elevation Height from most Restrictive Most Restrictive Grade POINT A1 8443 8438.6 8473.6 35 8438.6 POINT A2 8452 8445 8475 30 8445 POINT A3 8460 8450.7 8474.7 24 8450.7 POINT A4 8442 8436.4 8472.4 36 8436.4 POINT A5 8442 8435 8475 40 8435 POINT A6 8441 8434.6 8470.6 36 8434.6 POINT A7 8456 8446.7 8474.7 28 8446.7 POINT B1 8442 8431.7 8466.7 35 8431.7 POINT B2 8446 8434 8472 38 8434 POINT B3 8450 8442.8 8465.8 23 8442.8 POINT B4 8450 8429.2 8463.2 34 8429.2 POINT B5 8446 8429.2 8463.2 34 8429.2 POINT B6 8444 8427.7 8462.7 35 8427.7 POINT B7 8452 8439.8 8466.8 27 8439.8 POINT C1 8440 8426.4 8462.4 36 8426.4 POINT C2 8444 8434 8469 35 8434 POINT C3 8448 8437.2 8460.2 23 8437.2 POINT C4 8441 8424 8458 34 8424 POINT C5 8440 8423.9 8457.9 34 8423.9 POINT C6 8438 8422.4 8461.4 39 8422.4 POINT C7 8442 8434.2 8463.2 29 8434.2 Building A Building B Building C Building Height Calculations Existing Grade Elevation Proposed Grade Elevation Roof Elevation Height from most Restrictive Most Restrictive Grade POINT D1 8430 8421 8442 21 8421 POINT D2 8434 8426 8448 22 8426 POINT D3 8437 8431.4 8441.4 10 8431.4 POINT D4 8426 8418.6 8449.1 30.5 8418.6 POINT D5 8433 8430.4 8451.4 21 8430.4 POINT D6 8422 8416.1 8449.1 33 8416.1 POINT D7 8432 8429 8452 23 8429 POINT D8 8422 8418 8440 22 8418 POINT D9 8424 8424 8447 23 8424 POINT D10 8429 8427 8438.5 11.5 8427 POINT D11 8424 8418.6 8452.6 34 8418.6 POINT E1 8435 8438 8449 14 8435 POINT E2 8430 8436 8462 32 8430 POINT E3 8426 8430 8452 26 8426 POINT E4 8433 8441 8467 34 8433 POINT E5 8424 8429.9 8465.9 41.9 8424 POINT E6 8430 8439.6 8466.6 36.6 8430 POINT E6.1 8420 8428 8464.5 44.5 8420 POINT E7 8422 8428.9 8460.9 38.9 8422 POINT E8 8426 8438 8449 23 8426 POINT E9 8423 8429 8453 30 8423 POINT E10 8420 8426.4 8447.4 27.4 8420 POINT F1 8425 8432 8443.5 18.5 8425 POINT F2 8421 8428 8454 33 8421 POINT F3 8418 8423.4 8445.4 27.4 8418 POINT F4 8424 8435.6 8460.6 36.6 8424 POINT F5 8416 8423.4 8459.4 43.4 8416 POINT F6 8424 8433 8460 36 8424 POINT F6.1 8415 8420.9 8448.9 33.9 8415 POINT F7 8414 8422.4 8454.4 40.4 8414 POINT F8 8422 8429 8440.5 18.5 8422 POINT F9 8418 8424 8448 30 8418 POINT F10 8415 8420 8441 26 8415 Building F Building Height Calculations Building D Building E Existing Grade Elevation Finished Grade Elevation Roof Elevation Height from most Restrictive Most Restrictive Grade POINT G1 8421 8428 8439.5 18.5 8421 POINT G2 8417 8423 8448 31 8417 POINT G3 8415 8417.7 8439.7 24.7 8415 POINT G4 8424 8428.9 8453.9 29.9 8424 POINT G5 8415 8416.7 8452.7 37.7 8415 POINT G6 8427 8427.4 8455.4 28.4 8427 POINT G6.1 8417 8415 8453 36 8415 POINT G7 8415 8416.7 8448.7 33.7 8415 POINT G8 8423 8423 8434 11 8423 POINT G9 8423 8416 8441 25 8416 POINT G10 8415 8414.2 8435.2 21 8414.2 POINT H1 8421 8420 8431.5 11.5 8420 POINT H2 8417 8415 8440 25 8415 POINT H3 8415 8411.8 8432.8 21 8411.8 POINT H4 8418 8423 8451 33 8418 POINT H5 8411 8410 8448 38 8410 POINT H6 8416 8420 8433 17 8416 POINT H7 8413 8416 8440 27 8413 POINT H8 8411 8409.8 8430.8 21 8409.8 Building Height Calculations Building G Building H July 5, 2022 - Page 518 of 885 UP UP UP UP UP KITCHEN LIVING BATHROOM BEDROOM 1 BEDROOM 2 LIVING KITCHEN BEDROOM 1 BATHROOM BEDROOM 2 STORAGE UNEXCAVATED 69' - 0"219' - 0"59' - 0"10' - 0"KITCHEN LIVING BEDROOM 1 BEDROOM 2 BATHROOM KITCHEN LIVING BEDROOM 1 BEDROOM 2 Room LAUNDRY & COMMON GATHERING BEDROOM 1 BEDROOM 2 BATHROOM LIVING LIVING BATHROOM BEDROOM 1 BEDROOM 2 81' - 0"57' - 0"81' - 0" BEDROOM 1 BEDROOM BATHROOM KITCHEN LIVING KITCHEN BEDROOM 1 BATHROOM LIVING BEDROOM 2 BEDROOM 1 LIVING BATHROOM BEDROOM 2 KITCHEN LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 BEDROOM 1 KITCHEN BEDROOM 1 BEDROOM 2 BATHROOM LIVING KITCHEN KITCHEN LIVING BATHROOM BEDROOM 2BEDROOM 1 LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 69' - 0"69' - 0"12' - 0"24' - 0"9' - 0"36' - 0"69' - 0" BEDROOM 1 BEDROOM 2 BATHROOM LIVING LIVING BEDROOM 2 BEDROOM 1 BATHROOM BATHROOM BEDROOM 1 BEDROOM 2 KITCHENKITCHEN BATHROOM BEDROOM 2 BEDROOM 1 219' - 0"24' - 0"9' - 0"24' - 0"MF BUILDING PLANS EAST VAIL DEVELOPMENT SK 1.03 MF BUILDING PLANS 1/8" = 1'-0"1 Level Garden - PEC 1/8" = 1'-0"2 Level 1 - PEC UP UP UP UP UP KITCHEN LIVING BATHROOM BEDROOM 1 BEDROOM 2 LIVING KITCHEN BEDROOM 1 BATHROOM BEDROOM 2 STORAGE UNEXCAVATED 69' - 0"219' - 0"59' - 0"10' - 0"KITCHEN LIVING BEDROOM 1 BEDROOM 2 BATHROOM KITCHEN LIVING BEDROOM 1 BEDROOM 2 Room LAUNDRY & COMMON GATHERING BEDROOM 1 BEDROOM 2 BATHROOM LIVING LIVING BATHROOM BEDROOM 1 BEDROOM 2 81' - 0"57' - 0"81' - 0" BEDROOM 1 BEDROOM BATHROOM KITCHEN LIVING KITCHEN BEDROOM 1 BATHROOM LIVING BEDROOM 2 BEDROOM 1 LIVING BATHROOM BEDROOM 2 KITCHEN LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 BEDROOM 1 KITCHEN BEDROOM 1 BEDROOM 2 BATHROOM LIVING KITCHEN KITCHEN LIVING BATHROOM BEDROOM 2BEDROOM 1 LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 69' - 0"69' - 0"12' - 0"24' - 0"9' - 0"36' - 0"69' - 0" BEDROOM 1 BEDROOM 2 BATHROOM LIVING LIVING BEDROOM 2 BEDROOM 1 BATHROOM BATHROOM BEDROOM 1 BEDROOM 2 KITCHENKITCHEN BATHROOM BEDROOM 2 BEDROOM 1 219' - 0"24' - 0"9' - 0"24' - 0"MF BUILDING PLANS EAST VAIL DEVELOPMENT SK 1.03 MF BUILDING PLANS 1/8" = 1'-0"1 Level Garden - PEC 1/8" = 1'-0"2 Level 1 - PEC BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 LEVEL 1 GARDEN LEVEL Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” GRFA Plan - Deed Restricted Multi-Family Buildings 1, 2, 3 TOWN OF VAIL CODE 12-15-3-GRFA Gross Residential Floor Area Defined: For residential uses, the total square footage of all horizontal areas on all levels of a structure, as measured to the outside face of the sheathing of the exterior walls (i.e., not including exterior wall finishes). Floor area shall include, but not be limited to, elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included as floor area; except the horizontal areas of a structure as set forth herein shall then be deducted from the calculation of GRFA. Excluded areas as set forth herein, shall then each be deducted from the total square footage: (A) Common hallways, stairways, elevator shafts and airlocks Garden - 8,765 sq ft (includes common space) Level 1 - 9,936 sq ft Level 2 - 9,936 sq ft Level 3 - 9,936 sq ft Total = 38,573 sq ft GRFA Unit GRFA (inc. exterior face of the wall) contributing to GRFA Common Spaces Deduction GRFA - per TOV Code 12-15-3-b-1-a-1 Common Spaces Garden - 3,782 sq ft Total = 3,782 sq ft GRFA 38,573 sq ft 3,782 sq ft 4,383 sq ft 30,408 sq ft Total Building GRFA Excluded Common GRFA Excluded Basement GRFA TOTAL GRFA = July 5, 2022 - Page 519 of 885 UP UP UP BEDROOM 1 BEDROOM 2 BATHROOM KITCHEN LIVING KITCHEN LIVING BEDROOM 1 Room BEDROOM 2 BEDROOM 1 BEDROOM 2 BATHROOM LIVING KITCHEN LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 BEDROOM 1 BEDROOM 2 BATHROOM KITCHEN LIVING KITCHEN LIVING BATHROOM BEDROOM 1 BEDROOM 2 BEDROOM 1 BEDROOM 2 BATHROOM LIVING KITCHEN LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 69' - 0"69' - 0"12' - 0"24' - 0"9' - 0"24' - 0"12' - 0"69' - 0" BEDROOM 2 BATHROOM BEDROOM 1 LIVING LIVING BATHROOM BEDROOM 2 BEDROOM 1 BEDROOM 2 BEDROOM 1 BATHROOM KITCHEN KITCHEN BATHROOM BEDROOM 2 BEDROOM 1 219' - 0"24' - 0"9' - 0"24' - 0"BEDROOM 1 BEDROOM 2 BATHROOM KITCHEN LIVING KITCHEN LIVING BATHROOM BEDROOM 1 BEDROOM 2 BEDROOM 1 BEDROOM 2 BATHROOM LIVING KITCHEN LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 KITCHEN LIVING BATHROOM BEDROOM 1 BEDROOM 2 KITCHEN LIVING BATHROOM BEDROOM 1 BEDROOM 2 BEDROOM 1 BEDROOM 2 BATHROOM LIVING KITCHEN LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 69' - 0"69' - 0"12' - 0"24' - 0"9' - 0"24' - 0"12' - 0"69' - 0" 219' - 0"24' - 0"9' - 0"24' - 0"MF BUILDING PLANS PROJECT NAME SK 1.05 MF BUILDING PLANS 1/8" = 1'-0"1 Level 2 - PEC 1/8" = 1'-0"2 Level 3 - PEC UP UP UP BEDROOM 1 BEDROOM 2 BATHROOM KITCHEN LIVING KITCHEN LIVING BEDROOM 1 Room BEDROOM 2 BEDROOM 1 BEDROOM 2 BATHROOM LIVING KITCHEN LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 BEDROOM 1 BEDROOM 2 BATHROOM KITCHEN LIVING KITCHEN LIVING BATHROOM BEDROOM 1 BEDROOM 2 BEDROOM 1 BEDROOM 2 BATHROOM LIVING KITCHEN LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 69' - 0"69' - 0"12' - 0"24' - 0"9' - 0"24' - 0"12' - 0"69' - 0" BEDROOM 2 BATHROOM BEDROOM 1 LIVING LIVING BATHROOM BEDROOM 2 BEDROOM 1 BEDROOM 2 BEDROOM 1 BATHROOM KITCHEN KITCHEN BATHROOM BEDROOM 2 BEDROOM 1 219' - 0"24' - 0"9' - 0"24' - 0"BEDROOM 1 BEDROOM 2 BATHROOM KITCHEN LIVING KITCHEN LIVING BATHROOM BEDROOM 1 BEDROOM 2 BEDROOM 1 BEDROOM 2 BATHROOM LIVING KITCHEN LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 KITCHEN LIVING BATHROOM BEDROOM 1 BEDROOM 2 KITCHEN LIVING BATHROOM BEDROOM 1 BEDROOM 2 BEDROOM 1 BEDROOM 2 BATHROOM LIVING KITCHEN LIVING KITCHEN BATHROOM BEDROOM 1 BEDROOM 2 69' - 0"69' - 0"12' - 0"24' - 0"9' - 0"24' - 0"12' - 0"69' - 0" 219' - 0"24' - 0"9' - 0"24' - 0"MF BUILDING PLANS PROJECT NAME SK 1.05 MF BUILDING PLANS 1/8" = 1'-0"1 Level 2 - PEC 1/8" = 1'-0"2 Level 3 - PEC BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 LEVEL 3 LEVEL 2 Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Buildings 1, 2, 3 TOWN OF VAIL CODE 12-15-3-GRFA Gross Residential Floor Area Defined: For residential uses, the total square footage of all horizontal areas on all levels of a structure, as measured to the outside face of the sheathing of the exterior walls (i.e., not including exterior wall finishes). Floor area shall include, but not be limited to, elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included as floor area; except the horizontal areas of a structure as set forth herein shall then be deducted from the calculation of GRFA. Excluded areas as set forth herein, shall then each be deducted from the total square footage: (A) Common hallways, stairways, elevator shafts and airlocks GRFA Plan - Deed Restricted Multi-Family Garden - 8,765 sq ft (includes common space) Level 1 - 9,936 sq ft Level 2 - 9,936 sq ft Level 3 - 9,936 sq ft Total = 38,573 sq ft GRFA Unit GRFA (inc. exterior face of the wall) contributing to GRFA Common Spaces Deduction GRFA - per TOV Code 12-15-3-b-1-a-1 Common Spaces Garden - 3,782 sq ft Total = 3,782 sq ft GRFA 38,573 sq ft 3,782 sq ft 4,383 sq ft 30,408 sq ft Total Building GRFA Excluded Common GRFA Excluded Basement GRFA TOTAL GRFA = July 5, 2022 - Page 520 of 885 SOUTH (FRONT) NORTH (BACK) EAST (RIGHT) WEST (LEFT) 429 SF ABOVE GRADE 255 SF BELOW GRADE 684 SF OF WALL 12' - 0"57' - 0" 0 SF ABOVE GRADE 2628 SF BELOW GRADE 2628 SF OF WALL 411 SF ABOVE GRADE 273 SF BELOW GRADE 684 SF OF WALL 2628 SF ABOVE GRADE 0 SF BELOW GRADE 2628 SF OF WALL Below Grade Above Grade Total = 3,156 sf of wall below grade / 6,624 sf of wall = 48% of wall below grade .50 X 8,765 sf of horizontal floor area = 4,383 sf deduction 57' - 0"12' - 0"Horizontal Floor Area: 8,765 sf 81' - 0"57' - 0"81' - 0" 219' - 0" BASEMENT CALS EAST VAIL DEVELOPMENT SK 1.10 BASEMENT CALS BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 TOWN OF VAIL CODE 12-15-3-GRFA Gross Residential Floor Area Defined: For residential uses, the total square footage of all horizontal areas on all levels of a structure, as measured to the outside face of the sheathing of the exterior walls (i.e., not including exterior wall finishes). Floor area shall include, but not be limited to, elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included as floor area; except the horizontal areas of a structure as set forth herein shall then be deducted from the calculation of GRFA. Garage area deducted from floor area is awarded on a “per space basis” and shall be contiguous to a vehicular parking space. Each vehicular parking space shall be designed with direct and unobstructed vehicular access. GRFA Basement Deduction Calculation GRFA Calculations GRFA Calculations by Building GRFA Plan - Deed Restricted Multi-Family Buildings 1, 2, 3 Garden - 8,765 sq ft (includes common space) Level 1 - 9,936 sq ft Level 2 - 9,936 sq ft Level 3 - 9,936 sq ft Total = 38,573 sq ft GRFA Unit GRFA (inc. exterior face of the wall) contributing to GRFA Common Spaces Deduction GRFA - per TOV Code 12-15-3-b-1-a-1 Common Spaces Garden - 3,782 sq ft Total = 3,782 sq ft GRFA 38,573 sq ft 3,782 sq ft 4,383 sq ft 30,408 sq ft Total Building GRFA Excluded Common GRFA Excluded Basement GRFA TOTAL GRFA = Building 1 Garden - 4,290 sq ft (incl. common space) Level 1 - 3,312 sq ft Level 2 - 3,312 sq ft Level 3 - 3,312 sq ft Total = 14,226 sq ft GRFA Building 2 Garden - 2,819 sq ft (incl. common space) Level 1 - 3,312 sq ft Level 2 - 3,312 sq ft Level 3 - 3,312 sq ft Total = 12,755 sq ft GRFA Building 3 Garden - 1,656 sq ft Level 1 - 3,312 sq ft Level 2 - 3,312 sq ft Level 3 - 3,312 sq ft Total = 11,592 sq ft GRFA July 5, 2022 - Page 521 of 885 MAX. HEIGHT43' - 9"11' - 0"11' - 0"11' - 0"Garden Level11' - 0"11' - 0"11' - 0"12' - 0"MAX. HEIGHT48' - 5"Wired for solar panel installation Wired for solar panel installation BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 Building Elevations - Deed Restricted Multi-Family Buildings 1, 2, 3 BRIDGERSTEEL SHIPLAP PANEL; BURNISHED SLATE STAINED CEDAR ACCENTS STUCCO WITH EXPANSIONS; MEDIUM SAND FINISH; “STAMPED CONCRETE” LP SMARTSIDE; BOARD AND BATTEN; NORTHWEST FACTORY FINISHES “TAHOE” NORTH ELEVATION SOUTH ELEVATION Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” LP SMARTSIDE; LAP-CEDAR TEXTURE; WOODTONE RUSTIC SERIES “WHITE GRANITE” BUILDING 01 BUILDING 02 BUILDING 03 BUILDING 03 BUILDING 02 BUILDING 01 PORTFOLIO ELLICOT; DARK SKY EXTERIOR LIGHT #FS130125-30 July 5, 2022 - Page 522 of 885 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 Building Elevations - Deed Restricted Multi-Family Buildings 1, 2, 3 BUILDING 03 EAST ELEVATION BUILDING 01 WEST ELEVATION Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” 2 WEST ELEVATION BRIDGERSTEEL SHIPLAP PANEL; BURNISHED SLATE STAINED CEDAR ACCENTS STUCCO WITH EXPANSIONS; MEDIUM SAND FINISH; “STAMPED CONCRETE” LP SMARTSIDE; BOARD AND BATTEN; NORTHWEST FACTORY FINISHES “TAHOE” LP SMARTSIDE; LAP-CEDAR TEXTURE; WOODTONE RUSTIC SERIES “WHITE GRANITE” PORTFOLIO ELLICOT; DARK SKY EXTERIOR LIGHT #FS130125-30 July 5, 2022 - Page 523 of 885 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 Building Elevations - Deed Restricted Multi-Family Buildings 1, 2, 3 BUILDING 02 WEST ELEVATION BUILDING 01 EAST ELEVATION Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” BRIDGERSTEEL SHIPLAP PANEL; BURNISHED SLATE STAINED CEDAR ACCENTS STUCCO WITH EXPANSIONS; MEDIUM SAND FINISH; “STAMPED CONCRETE” LP SMARTSIDE; BOARD AND BATTEN; NORTHWEST FACTORY FINISHES “TAHOE” LP SMARTSIDE; LAP-CEDAR TEXTURE; WOODTONE RUSTIC SERIES “WHITE GRANITE” BUILDING 02 EAST ELEVATION BUILDING 03 WEST ELEVATION Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” PORTFOLIO ELLICOT; DARK SKY EXTERIOR LIGHT #FS130125-30 July 5, 2022 - Page 524 of 885 ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTER BEDROOM MASTER BATH MASTER BATH MASTER BEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTER BEDROOM MASTER BEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTER BEDROOM MASTER BATH MASTER BATH MASTER BEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTER BEDROOM MASTER BEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTERBEDROOM MASTER BATH MASTER BATH MASTERBEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTERBEDROOM MASTERBEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTER BEDROOM MASTER BATH MASTER BATH MASTER BEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTER BEDROOM MASTER BEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0"13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below GradeAbove Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1Level 1 - PEC 1/8" = 1'-0"2Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 LEVEL 3 LEVEL 2 LEVEL 1 Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” GRFA Plan - Market Rate Townhome Building A TOWN OF VAIL CODE 12-15-3-GRFA Gross Residential Floor Area Defined: For residential uses, the total square footage of all horizontal areas on all levels of a structure, as measured to the outside face of the sheathing of the exterior walls (i.e., not including exterior wall finishes). Floor area shall include, but not be limited to, elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included as floor area; except the horizontal areas of a structure as set forth herein shall then be deducted from the calculation of GRFA. Garage area deducted from floor area is awarded on a “per space basis” and shall be contiguous to a vehicular parking space. Each vehicular parking space shall be designed with direct and unobstructed vehicular access. GRFA Basement Deduction Calculation GRFA Calculations Level 1 - 2,729 sq ft (includes garage) Level 2 - 3,733 sq ft Level 3 - 3,613 sq ft Total = 10,075 sq ft GRFA Garage - 1,200 sq ft GRFA Total = 1,200 sq ft GRFA Unit GRFA (inc. exterior face of the wall) contributing to GRFA Garage Deduction GRFA - per TOV Code 12-15-3-b-1-a-2 10,075 sq ft 1,200 sq ft 1,342 sq ft 7,533 sq ft Total Building GRFA Excluded Garage GRFA Excluded Basement GRFA TOTAL GRFA = July 5, 2022 - Page 525 of 885 ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTER BEDROOM MASTER BATH MASTER BATH MASTER BEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTER BEDROOM MASTER BEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTER BEDROOM MASTER BATH MASTER BATH MASTER BEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTER BEDROOM MASTER BEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTERBEDROOM MASTER BATH MASTER BATH MASTERBEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTERBEDROOM MASTERBEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTER BEDROOM MASTER BATH MASTER BATH MASTER BEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTER BEDROOM MASTER BEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0"13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below GradeAbove Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1Level 1 - PEC 1/8" = 1'-0"2Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 LEVEL 3 LEVEL 2 LEVEL 1 Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” GRFA Plan - Market Rate Townhome Building B TOWN OF VAIL CODE 12-15-3-GRFA Gross Residential Floor Area Defined: For residential uses, the total square footage of all horizontal areas on all levels of a structure, as measured to the outside face of the sheathing of the exterior walls (i.e., not including exterior wall finishes). Floor area shall include, but not be limited to, elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included as floor area; except the horizontal areas of a structure as set forth herein shall then be deducted from the calculation of GRFA. Garage area deducted from floor area is awarded on a “per space basis” and shall be contiguous to a vehicular parking space. Each vehicular parking space shall be designed with direct and unobstructed vehicular access. GRFA Basement Deduction Calculation GRFA Calculations Level 1 - 2,729 sq ft (includes garage) Level 2 - 3,733 sq ft Level 3 - 3,613 sq ft Total = 10,075 sq ft GRFA Garage - 1,200 sq ft GRFA Total = 1,200 sq ft GRFA Unit GRFA (inc. exterior face of the wall) contributing to GRFA Garage Deduction GRFA - per TOV Code 12-15-3-b-1-a-2 10,075 sq ft 1,200 sq ft 1,342 sq ft 7,533 sq ft Total Building GRFA Excluded Garage GRFA Excluded Basement GRFA TOTAL GRFA = July 5, 2022 - Page 526 of 885 ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTER BEDROOM MASTER BATH MASTER BATH MASTER BEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTER BEDROOM MASTER BEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTER BEDROOM MASTER BATH MASTER BATH MASTER BEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTER BEDROOM MASTER BEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTERBEDROOM MASTER BATH MASTER BATH MASTERBEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTERBEDROOM MASTERBEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGEGARAGEENTRY MECH MUD ROOM GARAGEENTRY MUD ROOM MECH GARAGE ENTRY 25' - 0"48' - 0"25' - 2"4' - 0"MUD ROOM MUD ROOM 25' - 0" MECHMECH 11"29' - 2"LIVING KITCHEN BEDROOM BATH BATHROOM BEDROOM KITCHEN DINING LIVING DINING LIVING LIVING KITCHEN BATHROOM BEDROOM KITCHEN BEDROOM BATH 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"34' - 0"4' - 0"BEDROOM BATHROOM MASTER BEDROOM MASTER BATH MASTER BATH MASTER BEDROOM BEDROOM 1 BATHROOM MASTER BATH MASTER BATH MASTER BEDROOM MASTER BEDROOM BEDROOM BATHROOM BATHROOM BEDROOM 1 98' - 0"42' - 0"15' - 0"20' - 4"13' - 7"10' - 5"13' - 7"10' - 0"15' - 0"4' - 0"31' - 0"7' - 0"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 11' - 0"30' - 1" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 165 SF ABOVE GRADE 165 SF BELOW GRADE 330 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,430 sf of wall below grade / 2,860 sf of wall = 50% of wall below grade .50 X 2,685 sf of horizontal floor area = 1,342 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 1"11' - 0"Horizontal Floor Area: 2,685 sf MARKET RATE GRFA PLANS PROJECT NAME SK 1.03 MARKET RATE GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0"13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below GradeAbove Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1Level 1 - PEC 1/8" = 1'-0"2Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 LEVEL 3 LEVEL 2 LEVEL 1 Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” GRFA Plan - Market Rate Townhome Building C TOWN OF VAIL CODE 12-15-3-GRFA Gross Residential Floor Area Defined: For residential uses, the total square footage of all horizontal areas on all levels of a structure, as measured to the outside face of the sheathing of the exterior walls (i.e., not including exterior wall finishes). Floor area shall include, but not be limited to, elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included as floor area; except the horizontal areas of a structure as set forth herein shall then be deducted from the calculation of GRFA. Garage area deducted from floor area is awarded on a “per space basis” and shall be contiguous to a vehicular parking space. Each vehicular parking space shall be designed with direct and unobstructed vehicular access. GRFA Basement Deduction Calculation GRFA Calculations Level 1 - 2,729 sq ft (includes garage) Level 2 - 3,733 sq ft Level 3 - 3,613 sq ft Total = 10,075 sq ft GRFA Garage - 1,200 sq ft GRFA Total = 1,200 sq ft GRFA Unit GRFA (inc. exterior face of the wall) contributing to GRFA Garage Deduction GRFA - per TOV Code 12-15-3-b-1-a-2 10,075 sq ft 1,200 sq ft 1,342 sq ft 7,533 sq ft Total Building GRFA Excluded Garage GRFA Excluded Basement GRFA TOTAL GRFA = July 5, 2022 - Page 527 of 885 MAX HEIGHT28' - 4"MAX HEIGHT28' - 4"2 4 MAX HEIGHT39' - 4"MAX HEIGHT39' - 4"13 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal \\ 24 June 2019 Building Elevations - Market Rate Townhome Buildings A, B, C HORIZONTAL WOOD SIDING; HEMLOCK FINISH IN DARK STAIN HORIZONTAL WOOD SIDING; HEMLOCK FINISH IN CLEAR STAIN; NICKEL GAP MANTIEL LAVERY DARK SKY EXTERIOR LIGHT #P1926658 NORTH ELEVATION SOUTH ELEVATION WEST ELEVATION EAST ELEVATION Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” BRIDGERSTEEL SHIPLAP PANEL; BURNISHED SLATE STUCCO WITH EXPANSIONS; MEDIUM SAND FINISH; “STAMPED CONCRETE” July 5, 2022 - Page 528 of 885 ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0" 13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0" 13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0" 13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0" 13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below Grade Above Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0"13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below GradeAbove Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1Level 1 - PEC 1/8" = 1'-0"2Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 LEVEL 3 LEVEL 2 LEVEL 1 Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Level 1 - 2,686 sq ft (includes garage) Level 2 - 3,300 sq ft Level 3 - 1,400 sq ft Total = 7,386 sq ft GRFA Garage - 1,196 sq ft GRFA Total = 1,196 sq ft GRFA Unit GRFA (inc. exterior face of the wall) contributing to GRFA Garage Deduction GRFA - per TOV Code 12-15-3-b-1-a-2 7,386 sq ft 1,196 sq ft 1,343 sq ft 4,847 sq ft Total Building GRFA Excluded Garage GRFA Excluded Basement GRFA TOTAL GRFA = Building D TOWN OF VAIL CODE 12-15-3-GRFA Gross Residential Floor Area Defined: For residential uses, the total square footage of all horizontal areas on all levels of a structure, as measured to the outside face of the sheathing of the exterior walls (i.e., not including exterior wall finishes). Floor area shall include, but not be limited to, elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included as floor area; except the horizontal areas of a structure as set forth herein shall then be deducted from the calculation of GRFA. Garage area deducted from floor area is awarded on a “per space basis” and shall be contiguous to a vehicular parking space. Each vehicular parking space shall be designed with direct and unobstructed vehicular access. GRFA Plan - Deed Restricted Townhome (Uphill) GRFA Basement Deduction Calculation GRFA Calculations July 5, 2022 - Page 529 of 885 MAX HEIGHT36' - 0"MAX HEIGHT25' - 10"BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal \\ 24 June 2019 Building Elevations - Deed Restricted Townhome (Uphill) Building D PORTFOLIO ELLICOT; DARK SKY EXTERIOR LIGHT #FS130125-30 NORTH ELEVATION SOUTH ELEVATION WEST ELEVATION EAST ELEVATION Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” STAINED CEDAR ACCENTS STUCCO WITH EXPANSIONS; MEDIUM SAND FINISH; “ELLIE GREY” LP SMARTSIDE; BOARD AND BATTEN; NORTHWEST FACTORY FINISHES “KHAKI” LP SMARTSIDE; LAP-CEDAR TEXTURE; WOODTONE RUSTIC SERIES “WHITE GRANITE” July 5, 2022 - Page 530 of 885 BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0"13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below GradeAbove Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1Level 1 - PEC 1/8" = 1'-0"2Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 GRFA Plan - Deed Restricted Townhome (Downhill) LEVEL 3 LEVEL 2 LEVEL 1 Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Building E TOWN OF VAIL CODE 12-15-3-GRFA Gross Residential Floor Area Defined: For residential uses, the total square footage of all horizontal areas on all levels of a structure, as measured to the outside face of the sheathing of the exterior walls (i.e., not including exterior wall finishes). Floor area shall include, but not be limited to, elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included as floor area; except the horizontal areas of a structure as set forth herein shall then be deducted from the calculation of GRFA. Garage area deducted from floor area is awarded on a “per space basis” and shall be contiguous to a vehicular parking space. Each vehicular parking space shall be designed with direct and unobstructed vehicular access. GRFA Basement Deduction Calculation GRFA Calculations Level 1 - 2,201 sq ft Level 2 - 3,243 sq ft (includes garage) Level 3 - 1,589 sq ft Total = 7,033 sq ft GRFA Garage - 1,100 sq ft GRFA Total = 1,100 sq ft GRFA Unit GRFA (inc. exterior face of the wall) contributing to GRFA Garage Deduction GRFA - per TOV Code 12-15-3-b-1-a-2 7,033 sq ft 1,100 sq ft 1,100 sq ft 4,833 sq ft Total Building GRFA Excluded Garage GRFA Excluded Basement GRFA TOTAL GRFA = July 5, 2022 - Page 531 of 885 BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0"13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below GradeAbove Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1Level 1 - PEC 1/8" = 1'-0"2Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 GRFA Plan - Deed Restricted Townhome (Downhill) LEVEL 3 LEVEL 2 LEVEL 1 Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Building F TOWN OF VAIL CODE 12-15-3-GRFA Gross Residential Floor Area Defined: For residential uses, the total square footage of all horizontal areas on all levels of a structure, as measured to the outside face of the sheathing of the exterior walls (i.e., not including exterior wall finishes). Floor area shall include, but not be limited to, elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included as floor area; except the horizontal areas of a structure as set forth herein shall then be deducted from the calculation of GRFA. Garage area deducted from floor area is awarded on a “per space basis” and shall be contiguous to a vehicular parking space. Each vehicular parking space shall be designed with direct and unobstructed vehicular access. GRFA Basement Deduction Calculation GRFA Calculations Level 1 - 2,201 sq ft Level 2 - 3,243 sq ft (includes garage) Level 3 - 1,589 sq ft Total = 7,033 sq ft GRFA Garage - 1,100 sq ft GRFA Total = 1,100 sq ft GRFA Unit GRFA (inc. exterior face of the wall) contributing to GRFA Garage Deduction GRFA - per TOV Code 12-15-3-b-1-a-2 7,033 sq ft 1,100 sq ft 1,100 sq ft 4,833 sq ft Total Building GRFA Excluded Garage GRFA Excluded Basement GRFA TOTAL GRFA = July 5, 2022 - Page 532 of 885 BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC BEDROOM 1 BEDROOM 2 BATH 2 BATH 1 93' - 0"31' - 0"13' - 4"12' - 2"12' - 6"17' - 1"12' - 5"12' - 2"13' - 4"2' - 0"18' - 6"12' - 6"BEDROOM 2 BEDROOM 1 BEDROOM 3 OFFICE OFFICE BEDROOM 3 MECH BATH 2 BATH 1 BATH 3 BATH 3 MECH GARAGE LIVING DINING KITCHEN BATH 3 93' - 0"41' - 0"2' - 0"31' - 0"8' - 0"12' - 6"13' - 0"13' - 0"16' - 1"13' - 0"13' - 0"12' - 6" GARAGE GARAGE GARAGE ENTRYENTRY MUDROOM MUDROOM BATH 2 BATH 2 BATH 3 KITCHEN LIVING DINING BEDROOM 2BEDROOM 2 42' - 0" 13' - 0"16' - 0"13' - 0"1' - 3"35' - 6"3' - 0"39' - 9"BEDROOM 2 BATH 3 BATH 3 BEDROOM 2 KITCHEN LIVING KITCHEN LIVING SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 1122 SF BELOW GRADE 1122 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 1122 SF ABOVE GRADE 0 SF BELOW GRADE 1122 SF OF WALL Below Grade Above Grade Total = 1,462 sf of wall below grade / 2,924 sf of wall = 50% of wall below grade .50 X 2,201 sf of horizontal floor area = 1,100 sf deduction 25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"25' - 6"25' - 6"25' - 6"25' - 6"11' - 0"31' - 0"11' - 0"Horizontal Floor Area: 2,201 sf DEED RES. DOWNHILL GRFA PLANS EAST VAIL DEED RESRTICTED BUILDING SK 1.03 DEED RES. DOWNHILL GRFA PLANS 1/8" = 1'-0"1 LEVEL 1 - PEC 1/8" = 1'-0"2 LEVEL 2 - PEC 1/8" = 1'-0"3 LEVEL 3 - PEC ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0"13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below GradeAbove Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1Level 1 - PEC 1/8" = 1'-0"2Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 GRFA Plan - Deed Restricted Townhome (Downhill) LEVEL 3 LEVEL 2 LEVEL 1 Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Building G Level 1 - 2,201 sq ft Level 2 - 3,243 sq ft (includes garage) Level 3 - 1,589 sq ft Total = 7,033 sq ft GRFA Garage - 1,100 sq ft GRFA Total = 1,100 sq ft GRFA Unit GRFA (inc. exterior face of the wall) contributing to GRFA Garage Deduction GRFA - per TOV Code 12-15-3-b-1-a-2 7,033 sq ft 1,100 sq ft 1,100 sq ft 4,833 sq ft Total Building GRFA Excluded Garage GRFA Excluded Basement GRFA TOTAL GRFA = TOWN OF VAIL CODE 12-15-3-GRFA Gross Residential Floor Area Defined: For residential uses, the total square footage of all horizontal areas on all levels of a structure, as measured to the outside face of the sheathing of the exterior walls (i.e., not including exterior wall finishes). Floor area shall include, but not be limited to, elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included as floor area; except the horizontal areas of a structure as set forth herein shall then be deducted from the calculation of GRFA. Garage area deducted from floor area is awarded on a “per space basis” and shall be contiguous to a vehicular parking space. Each vehicular parking space shall be designed with direct and unobstructed vehicular access. GRFA Basement Deduction Calculation GRFA Calculations July 5, 2022 - Page 533 of 885 BEDROOM 2 BEDROOM 1 BATH 1 BATH 2 MECH MECH OFFICE BEDROOM 3 BATH 3 BATH 1 BEDROOM 1 BEDROOM 2 BATH 2 MECH 13' - 4"12' - 2"8' - 8"12' - 4"12' - 2"13' - 4" 72' - 0"31' - 0"2' - 0"2' - 6"35' - 6"GARAGE GARAGE GARAGE DINING LIVINGKITCHEN BEDROOM 2MUDROOM LIVING DINING KITCHEN BATH 3BATH 3 ENTRY 12' - 6"13' - 0"8' - 0"13' - 0"13' - 0"12' - 6" 72' - 0"8' - 0"31' - 0"2' - 0"2' - 6"43' - 6"BEDROOM 2 BATH 3 KITCHEN LIVING 8' - 0"13' - 0" 21' - 0"38' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 841 SF BELOW GRADE 841 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 841 SF ABOVE GRADE 0 SF BELOW GRADE 841 SF OF WALL Below Grade Above Grade Total = 1,181 sf of wall below grade / 2,362 sf of wall = 50% of wall below grade .50 X 1,766 sf of horizontal floor area = 883 sf deduction 25' - 6"25' - 6"25' - 6" 25' - 6"25' - 6"25' - 6"31' - 0"11' - 0"Horizontal Floor Area: 1,766 sf 11' - 0"11' - 0"DEED RES. H GRFA PROJECT NAME SK 1.03 DEED RES. H GRFA 1/8" = 1'-0"1 Level 1 1/8" = 1'-0"2 Level 2 1/8" = 1'-0"3 Level 3 BEDROOM 2 BEDROOM 1 BATH 1 BATH 2 MECH MECH OFFICE BEDROOM 3 BATH 3 BATH 1 BEDROOM 1 BEDROOM 2 BATH 2 MECH 13' - 4"12' - 2"8' - 8"12' - 4"12' - 2"13' - 4" 72' - 0"31' - 0"2' - 0"2' - 6"35' - 6"GARAGE GARAGE GARAGE DINING LIVINGKITCHEN BEDROOM 2MUDROOM LIVING DINING KITCHEN BATH 3BATH 3 ENTRY 12' - 6"13' - 0"8' - 0"13' - 0"13' - 0"12' - 6" 72' - 0"8' - 0"31' - 0"2' - 0"2' - 6"43' - 6"BEDROOM 2 BATH 3 KITCHEN LIVING 8' - 0"13' - 0" 21' - 0"38' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 841 SF BELOW GRADE 841 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 841 SF ABOVE GRADE 0 SF BELOW GRADE 841 SF OF WALL Below Grade Above Grade Total = 1,181 sf of wall below grade / 2,362 sf of wall = 50% of wall below grade .50 X 1,766 sf of horizontal floor area = 883 sf deduction 25' - 6"25' - 6"25' - 6" 25' - 6"25' - 6"25' - 6"31' - 0"11' - 0"Horizontal Floor Area: 1,766 sf 11' - 0"11' - 0"DEED RES. H GRFA PROJECT NAME SK 1.03 DEED RES. H GRFA 1/8" = 1'-0"1 Level 1 1/8" = 1'-0"2 Level 2 1/8" = 1'-0"3 Level 3 BEDROOM 2 BEDROOM 1 BATH 1 BATH 2 MECH MECH OFFICE BEDROOM 3 BATH 3 BATH 1 BEDROOM 1 BEDROOM 2 BATH 2 MECH 13' - 4"12' - 2"8' - 8"12' - 4"12' - 2"13' - 4" 72' - 0"31' - 0"2' - 0"2' - 6"35' - 6"GARAGE GARAGE GARAGE DINING LIVINGKITCHEN BEDROOM 2MUDROOM LIVING DINING KITCHEN BATH 3BATH 3 ENTRY 12' - 6"13' - 0"8' - 0"13' - 0"13' - 0"12' - 6" 72' - 0"8' - 0"31' - 0"2' - 0"2' - 6"43' - 6"BEDROOM 2 BATH 3 KITCHEN LIVING 8' - 0"13' - 0" 21' - 0"38' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 841 SF BELOW GRADE 841 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 841 SF ABOVE GRADE 0 SF BELOW GRADE 841 SF OF WALL Below Grade Above Grade Total = 1,181 sf of wall below grade / 2,362 sf of wall = 50% of wall below grade .50 X 1,766 sf of horizontal floor area = 883 sf deduction 25' - 6"25' - 6"25' - 6" 25' - 6"25' - 6"25' - 6"31' - 0"11' - 0"Horizontal Floor Area: 1,766 sf 11' - 0"11' - 0"DEED RES. H GRFA PROJECT NAME SK 1.03 DEED RES. H GRFA 1/8" = 1'-0"1 Level 1 1/8" = 1'-0"2 Level 2 1/8" = 1'-0"3 Level 3 BEDROOM 2 BEDROOM 1 BATH 1 BATH 2 MECH MECH OFFICE BEDROOM 3 BATH 3 BATH 1 BEDROOM 1 BEDROOM 2 BATH 2 MECH 13' - 4"12' - 2"8' - 8"12' - 4"12' - 2"13' - 4" 72' - 0"31' - 0"2' - 0"2' - 6"35' - 6"GARAGE GARAGE GARAGE DINING LIVINGKITCHEN BEDROOM 2MUDROOM LIVING DINING KITCHEN BATH 3BATH 3 ENTRY 12' - 6"13' - 0"8' - 0"13' - 0"13' - 0"12' - 6" 72' - 0"8' - 0"31' - 0"2' - 0"2' - 6"43' - 6"BEDROOM 2 BATH 3 KITCHEN LIVING 8' - 0"13' - 0" 21' - 0"38' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 11' - 0"31' - 0" 0 SF ABOVE GRADE 841 SF BELOW GRADE 841 SF OF WALL 170 SF ABOVE GRADE 170 SF BELOW GRADE 340 SF OF WALL 841 SF ABOVE GRADE 0 SF BELOW GRADE 841 SF OF WALL Below Grade Above Grade Total = 1,181 sf of wall below grade / 2,362 sf of wall = 50% of wall below grade .50 X 1,766 sf of horizontal floor area = 883 sf deduction 25' - 6"25' - 6"25' - 6" 25' - 6"25' - 6"25' - 6"31' - 0"11' - 0"Horizontal Floor Area: 1,766 sf 11' - 0"11' - 0"DEED RES. H GRFA PROJECT NAME SK 1.03 DEED RES. H GRFA 1/8" = 1'-0"1 Level 1 1/8" = 1'-0"2 Level 2 1/8" = 1'-0"3 Level 3 ENTRY GARAGE BEDROOM 2 BATH 2 MECH MECH GARAGE ENTRY ENTRY MUDROOM MUDROOM GARAGE GARAGE MECH MECH BATH 2 BEDROOM 2 ENTRY 105' - 5" 2' - 8" 12' - 0"13' - 0"50' - 0"13' - 0"12' - 0" 2' - 8"2' - 0"6' - 9"6' - 0"15' - 10"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 BEDROOM 1 BATH 1 BATH 1 BEDROOM 1 BEDROOM 1 KITCHEN DINING LIVING KITCHEN DINING LIVING KITCHEN DINING LIVINGDECK DECK DECK DECK 100' - 0" 12' - 0"13' - 0"13' - 0"12' - 0"12' - 0"13' - 0"13' - 0"12' - 0"3' - 0"2' - 0"28' - 6"7' - 6"41' - 1"BEDROOM 2 BEDROOM 2 BEDROOM 3BEDROOM 3 BATH 3 BATH 2 BATH 2 BATH 3 50' - 0"13' - 0"4' - 9"14' - 6"4' - 9"13' - 0"34' - 1"2' - 0"10' - 5"18' - 1"3' - 6"SOUTH (FRONT) NORTH (BACK)EAST (RIGHT) WEST (LEFT) 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL11' - 0"30' - 7" 0 SF ABOVE GRADE 1100 SF BELOW GRADE 1100 SF OF WALL 168 SF ABOVE GRADE 168 SF BELOW GRADE 336 SF OF WALL 1100 SF ABOVE GRADE 0 SF BELOW GRADE 1100 SF OF WALL Below GradeAbove Grade Total = 1,436 sf of wall below grade / 2,872 sf of wall = 50% of wall below grade .50 X 2,686 sf of horizontal floor area = 1,343 sf deduction 25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"30' - 7"11' - 0"Horizontal Floor Area: 2,309sf DEED RES. UPHILL PROJECT NAME SK 1.03 DEED RES. UPHILL 1/8" = 1'-0"1Level 1 - PEC 1/8" = 1'-0"2Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 GRFA Plan - Deed Restricted Townhome (Downhill) Building H LEVEL 3 LEVEL 2 LEVEL 1 Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Level 1 - 1,766 sq ft Level 2 - 2,542 sq ft (includes garage) Level 3 - 752 sq ft Total = 5,060 sq ft GRFA Garage - 825 sq ft GRFA Total = 825 sq ft GRFA Unit GRFA (inc. exterior face of the wall) contributing to GRFA Garage Deduction GRFA - per TOV Code 12-15-3-b-1-a-2 5,060 sq ft 825 sq ft 883 sq ft 3,352 sq ft Total Building GRFA Excluded Garage GRFA Excluded Basement GRFA TOTAL GRFA = TOWN OF VAIL CODE 12-15-3-GRFA Gross Residential Floor Area Defined: For residential uses, the total square footage of all horizontal areas on all levels of a structure, as measured to the outside face of the sheathing of the exterior walls (i.e., not including exterior wall finishes). Floor area shall include, but not be limited to, elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included as floor area; except the horizontal areas of a structure as set forth herein shall then be deducted from the calculation of GRFA. Garage area deducted from floor area is awarded on a “per space basis” and shall be contiguous to a vehicular parking space. Each vehicular parking space shall be designed with direct and unobstructed vehicular access. GRFA Basement Deduction Calculation GRFA Calculations July 5, 2022 - Page 534 of 885 MAX HEIGHT26' - 5"MAX HEIGHT36' - 5"Wired for solar panel installation BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 Building Elevations - Deed Restricted Townhome Buildings E, F, G, H PORTFOLIO ELLICOT; DARK SKY EXTERIOR LIGHT #FS130125-30 NORTH ELEVATION SOUTH ELEVATION WEST ELEVATION EAST ELEVATION Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” STAINED CEDAR ACCENTS STUCCO WITH EXPANSIONS; MEDIUM SAND FINISH; “ELLIE GREY” LP SMARTSIDE; BOARD AND BATTEN; NORTHWEST FACTORY FINISHES “KHAKI” LP SMARTSIDE; LAP-CEDAR TEXTURE; WOODTONE RUSTIC SERIES “WHITE GRANITE” July 5, 2022 - Page 535 of 885 2 NORTH ELEVATION :LUHG IRU VRODU SDQHO LQVWDOODWLRQ 3 SOUTH ELEVATION 1 EAST ELEVATION 4 WEST ELEVATION BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 Building Elevations - Deed Restricted Townhome (Downhill) Building H PORTFOLIO ELLICOT; DARK SKY EXTERIOR LIGHT #FS130125-30 STAINED CEDAR ACCENTS STUCCO WITH EXPANSIONS; MEDIUM SAND FINISH; “ELLIE GREY” LP SMARTSIDE; BOARD AND BATTEN; NORTHWEST FACTORY FINISHES “KHAKI” LP SMARTSIDE; LAP-CEDAR TEXTURE; WOODTONE RUSTIC SERIES “WHITE GRANITE” NORTH ELEVATION SOUTH ELEVATION WEST ELEVATION EAST ELEVATION Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” July 5, 2022 - Page 536 of 885 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 Vertical Board & Batten Siding 2" Trim Around Windows 6" Trim At Outside Corners Bridgersteel Shiplap Panel - Steel Grey Rawhide No Trim Around Windows No Trim At Outside Corners Horizontal Lap Siding - Weathered Wood Appearance 2" Trim Around Windows 4" Trim At Outside Corners Grey Stucco w/ Reveals No Trim Around Windows No Trim At Outside Corners PROJECT NUMBER ISSUE DATE 3630 OSAGE STREETDENVER, CO 80211720.512.3437 REVISIONS SHEET TITLE ISSUE SHEET NO. TOWN STAMP DISCIPLINE STAMP SK 1.11 WINDOW TRIM STYLES PROJECT NUMBEREAST VAIL DEVELOPMENTISSUE DATE CLIENT NAMEPROJECT ADDRESS 1/2" = 1'-0"1 Elevation 1 - a No. Description Date Typical Window Trim Details July 5, 2022 - Page 537 of 885 July 5, 2022 - Page 538 of 885 July 5, 2022 - Page 539 of 885 July 5, 2022 - Page 540 of 885 July 5, 2022 - Page 541 of 885 REF.KITCHEN LIVING BATHROOM BEDROOM 1 BEDROOM 2 24' - 0"34' - 6" ME 1/8" = 1'-0"1 UNIT PLAN UP DNUP DN GARAGE STORAGE MECH MUD ROOM ENTRY 10' - 0"15' - 0" 25' - 0"4' - 0"34' - 0"4' - 0"42' - 0"BEDROOM BATH KITCHEN LIVINGDINING 10' - 0"15' - 0" 25' - 0"4' - 0"34' - 0"4' - 0"42' - 0"MASTER BEDROOM MASTER BATH HALLWAY MASTER CLOSET LAUNDRY BATHROOM BEDROOM 10' - 0"15' - 0" 25' - 0"4' - 0"31' - 0"7' - 0"42' - 0" 1/8" = 1'-0"2 Level 1 - PEC 1/8" = 1'-0"3 Level 2 - PEC 1/8" = 1'-0"4 Level 3 - PEC UP DN GARAGE MECH ENTRY MUD ROOM 24' - 0"26' - 2"1' - 11"28' - 1"KITCHEN BEDROOM LIVING BATHROOM DINING 10' - 5"13' - 7" 24' - 0"4' - 0"34' - 0"1' - 11"39' - 11"MASTER BEDROOM MASTER BATH MASTER CLOSET LAUNDRY BATHROOM BEDROOM 1 10' - 5"13' - 7" 24' - 0"4' - 0"31' - 0"4' - 11"39' - 11" 1/8" = 1'-0"1 Level 1 1/8" = 1'-0"2 Level 2 1/8" = 1'-0"3 Level 3 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal \\ 24 June 2019 MARKET RATE - UNIT A PLANS - 2,170 GSF LEVEL 01 LEVEL 01LEVEL 02 LEVEL 02LEVEL 03 LEVEL 03 VAIL RESORT MULTI-FAMILY - UNIT PLAN - 830 GSF MARKET RATE - UNIT B PLANS - 1,975 GSF Scale: 1/8” = 1’ Scale: 1/8” = 1’-0” Scale: 1/8” = 1’ Unit Plans July 5, 2022 - Page 542 of 885 UP DN MECH BATH 2 BATH 1 BEDROOM 1BEDROOM 2 13' - 4"12' - 2" 25' - 6"12' - 6"18' - 6"2' - 0"33' - 0"KITCHEN LIVING DINING BATH 3 GARAGE 12' - 6"13' - 0" 25' - 6"2' - 9"33' - 0"8' - 0"43' - 9"PROJECT NAME DEED RESTRICTED UNIT A PLANS 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC UPUP GARAGE MECH BEDROOM 2 BATH 2 ENTRY 2' - 8" 12' - 0"13' - 0" 27' - 8"2' - 0"28' - 6"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 12' - 0"13' - 0" 25' - 0"2' - 0"28' - 6"7' - 6"38' - 1"PROJECT NAME DEED RES. UPHILL A 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC UPUP GARAGE MECH BEDROOM 2 BATH 2 ENTRY 2' - 8" 12' - 0"13' - 0" 27' - 8"2' - 0"28' - 6"7' - 6"38' - 1"LIVING DINING KITCHEN BEDROOM 1BATH 1 12' - 0"13' - 0" 25' - 0"2' - 0"28' - 6"7' - 6"38' - 1"PROJECT NAME DEED RES. UPHILL A 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC UP DN UP DN MECH BEDROOM 3 BATH 3 OFFICE 8' - 8"12' - 4"9' - 9"15' - 3"2' - 6"27' - 6"21' - 0" MUDROOM ENTRY GARAGE BATH 2 BEDROOM 2 8' - 0"13' - 0" 21' - 0"11' - 0"25' - 0"2' - 6"38' - 6"BEDROOM 2 BATH 3 KITCHEN LIVING 3' - 0"35' - 6"1' - 6"40' - 0"8' - 0"13' - 0" 21' - 0" PROJECT NAME DEED RES. B UNIT PLANS 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC UP DN UP DN MECH BEDROOM 3 BATH 3 OFFICE 8' - 8"12' - 4"9' - 9"15' - 3"2' - 6"27' - 6"21' - 0" MUDROOM ENTRY GARAGE BATH 2 BEDROOM 2 8' - 0"13' - 0" 21' - 0"11' - 0"25' - 0"2' - 6"38' - 6"BEDROOM 2 BATH 3 KITCHEN LIVING 3' - 0"35' - 6"1' - 6"40' - 0"8' - 0"13' - 0" 21' - 0" PROJECT NAME DEED RES. B UNIT PLANS 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC UP DN UP DN MECH BEDROOM 3 BATH 3 OFFICE 8' - 8"12' - 4"9' - 9"15' - 3"2' - 6"27' - 6"21' - 0" MUDROOM ENTRY GARAGE BATH 2 BEDROOM 2 8' - 0"13' - 0" 21' - 0"11' - 0"25' - 0"2' - 6"38' - 6"BEDROOM 2 BATH 3 KITCHEN LIVING 3' - 0"35' - 6"1' - 6"40' - 0"8' - 0"13' - 0" 21' - 0" PROJECT NAME DEED RES. B UNIT PLANS 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC UP MECH GARAGE ENTRY MUDROOM 12' - 0"13' - 0" 25' - 0"19' - 11"7' - 6"27' - 5"BEDROOM 1 BATH 1 KITCHEN DINING LIVING 12' - 0"13' - 0" 25' - 0"2' - 0"28' - 6"7' - 6"38' - 1"BEDROOM 3 BEDROOM 2 BATH 2 BATH 3 7' - 3" 4' - 9"13' - 0" 25' - 0"2' - 0"10' - 5"18' - 1"3' - 6"34' - 1"PROJECT NAME DEED RES. UPHILL B 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC UP MECH GARAGE ENTRY MUDROOM 12' - 0"13' - 0" 25' - 0"19' - 11"7' - 6"27' - 5"BEDROOM 1 BATH 1 KITCHEN DINING LIVING 12' - 0"13' - 0" 25' - 0"2' - 0"28' - 6"7' - 6"38' - 1"BEDROOM 3 BEDROOM 2 BATH 2 BATH 3 7' - 3" 4' - 9"13' - 0" 25' - 0"2' - 0"10' - 5"18' - 1"3' - 6"34' - 1"PROJECT NAME DEED RES. UPHILL B 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC UP MECH GARAGE ENTRY MUDROOM 12' - 0"13' - 0" 25' - 0"19' - 11"7' - 6"27' - 5"BEDROOM 1 BATH 1 KITCHEN DINING LIVING 12' - 0"13' - 0" 25' - 0"2' - 0"28' - 6"7' - 6"38' - 1"BEDROOM 3 BEDROOM 2 BATH 2 BATH 3 7' - 3" 4' - 9"13' - 0" 25' - 0"2' - 0"10' - 5"18' - 1"3' - 6"34' - 1"PROJECT NAME DEED RES. UPHILL B 1/8" = 1'-0"1 Level 1 - PEC 1/8" = 1'-0"2 Level 2 - PEC 1/8" = 1'-0"3 Level 3 - PEC BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal \\ 24 June 2019 DEED RESTRICTED - DOWNHILL - UNIT A PLANS - 1,300 GSF DEED RESTRICTED - UPHILL - UNIT A PLANS - 1,300 GSF LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 01 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 02 LEVEL 03 LEVEL 03 DEED RESTRICTED - DOWNHILL - UNIT B PLANS - 1,600 GSF DEED RESTRICTED - UPHILL - UNIT B PLANS - 2,000 GSF Scale: 1/8” = 1’ Scale: 1/8” = 1’ Scale: 1/8” = 1’ Scale: 1/8” = 1’ Unit Plans July 5, 2022 - Page 543 of 885 12'2'12'9'13'-234"2'-3"2 FOOT EXTENSION FOR NEWSPAPERBOXES WHERE REQUIRED 1 X 6 RS CEDAR SIDING38' LEXAN TYPICAL8 PLACES8 X12 COLUMNBENCH SUPPORT BOLTEDTO BOTTOM BEAM,TYPICAL OF 34 X 12 BENCH SEAT4 X 10 BENCH BACK, LAG TOVERTICALS, MITER ENDS TO FITCOLUMNS4 X 6 VERTICAL, TYPICAL OF 6SEE DETAIL FOR LEXAN INSTALLPLAN - SECTION A-A18" = 1'-0"PLAN - SECTION B-B18" = 1'-0"8 X 12 COLUMN4 X 10 TOP BEAM4 X 6 VERTICAL4 X 6 INNER BEAM38" LEXANREFLECTED CEILING PLAN18" = 1'-0"ROOF PLAN18" = 1'-0"RAFTER PLAN18" = 1'-0"SEE DETAILSEE DETAIL45d MITER JOINTSMIN (2) 12" X 10" LAGSCREWS EACH JOINTHIGH DEF ASPHALTSHINGLESBITUTHANE ICEAND WEATHERSHIELD2 X 10 RS CEDARROOF DECK4 X 10 TOP BEAM4 X 6 RAFTERELECTRICAL OUTLET W/34" EMT CONDUITCEILING MOUNT LED LIGHTFIXTURE2 X 10 RS CEDAR ROOF DECKBENCH DETAIL1/4" = 1'-0"4 X 10 BENCH BACKLAG SCREW TO VERTICAL4X12 BENCH SEAT LAGSCREW TO SUPPORTS34" RADIUSTYPICALSUPPORT BRACKETSMILL FROM SOLID RSCEDAR, LAG TO BEAM37"21"DESIGNED BYDATESHEETTOV JOB NO.FILE NAMEDept. of Public Works1309 Elkhorn DriveVail, CO 81657ph. 970-479-2158www.vailgov.comSCALEPLAN VIEWS10/9/17VARIESA-1STANDARD WOODED BUS SHELTERJuly 5, 2022 - Page 544 of 885 8'12124"16"2'-6"HIGH DEF ASPHALT SHINGLES12" X 8" LAG, TYPICALTHROUGHOUT4 X10 TOP BEAM8 X 12 COLUMN4 X 6 VERTICAL1 X 6 RS CEDAR SIDINGCHANNEL LOCKAABB4 X 10 BOTTOM BEAMSEE BENCH DETAIL12" X 12" ANCHORBOLTTHICKENED EDGECONCRETE SLAB4' CL 6 ROAD BASEICE AND WEATHER SHIELD2 X12 RS CEDAR ROOF DECK2 X 4 RS CEDAR TRIMDADO FOR LEXAN34"SCH 80 PVCJUNCTION BOX4 X 6 VERTICAL12" X 12 LAB BOLTCOUNTERSUNK 3"ELEVATION - FRONTELEVATION - SIDE38" CLEAR LEXAN PANEL, TYPICAL3 OPENINGS EACH SIDELIGHT FIXTUREWP ELECTRICAL OUTLET34" EMT4 X6 RAFTERSELEVATION - INTERIORBB2 X 4 RS CEDAR TRIMDADO FOR LEXAN4 X 6 VERTICALCOUNTERSUNK 3"38" CLEAR LEXAN PANEL, TYPICAL3 OPENINGS EACH SIDE8 X 12 COLUMN38" LEXAN4 X 6 VERTICAL2X RS CEDAR GLAZING STOPSURROUND LEXAN, ATTACHAT 12" OC W/ 3" SS SCREWSLEXAN GLAZING DETAIL14" = 1'-0"4 X 6 RAFTER34" X 12" LAG SCREWCOUNTERSINK RAFTERONE EACH COLUMN8 X 12 COLUMN8 X 12 COLUMN3" ANGLE,, 2 PER COLUMNPAINT BLACK2 12" X 4" LAG PER ANGLE12" X 6" J-BOLT2 PER ANGLECOLUMN - RAFTER/SLAB CONNECTIONS14" = 1'-0"RAFTER - BEAM CONNECTIONS14" = 1'-0"COLUMN - BEAM CONNECTIONS14" = 1'-0"1/2" X 12" LAG SCREWCOUNTERSINK RAFTERONE EACH RAFTER4 X 6 RAFTER4 X 10 BEAM8 X 12 COLUMN4 X 10 BEAM4 X 10 BEAM12" X 6" LAG SCREW2 EACH BEAMOFFSET FOR CLEARANCEBDESIGNED BYDATESHEETTOV JOB NO.FILE NAMEDept. of Public Works1309 Elkhorn DriveVail, CO 81657ph. 970-479-2158www.vailgov.comSCALEELEVATIONS AND DETAILS10/9/17VARIESA-2STANDARD WOODED BUS SHELTERJuly 5, 2022 - Page 545 of 885 July 5, 2022 - Page 546 of 885 SECTIONS PROJECT NAME SK 1.09 SECTIONS 3/64" = 1'-0"1 SITE SECTION 1 3/64" = 1'-0"2 SITE SECTION 2 SECTIONS PROJECT NAME SK 1.09 SECTIONS 3/64" = 1'-0"1 SITE SECTION 1 3/64" = 1'-0"2 SITE SECTION 2 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 Site Elevations SITE ELEVATION 2 - FROM FRONTAGE ROAD SITE ELEVATION 1 - FROM NEIGHBORHOOD ROAD Scale: 3/64” = 1’-0” Scale: 3/64” = 1’-0” July 5, 2022 - Page 547 of 885 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 July 5, 2022 - Page 548 of 885 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 July 5, 2022 - Page 549 of 885 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal III \\ 12 August 2019 July 5, 2022 - Page 550 of 885 Vicinity Map - Booth Heights Neighborhood County of Eagle, Bureau of Land Management, Esri, HERE, Garmin, INCREMENT P, NGA, USGS, Eagle County Tax Assessor Department Town Boundary Parcels 06/20/2019 8:47:19 AM 0 800 1,600400ft 0 240 480120m 1:7,644 Web AppBuilder for ArcGISVail GIS, Eagle County GIS, ERWSD | Vail GIS, Eagle County GIS | Eagle County Tax Assessor Department | Arthur Mears | Schmueser & Associates - Nicholas Lampiris | Arthur Mears (Colorado CGS/DNR) | Federal Emergency Management Agency | Vail GIS | County of Eagle, Bureau of Land Management, Esri,July 5, 2022 - Page 551 of 885 BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION DEVELOPMENT APPLICATION MAY 28, 2019 BLDG A BLDG B BLDG C BLDG D BLDG E BLDG F BLDG G BLDG H BLDG 1 BLDG 2 BLDG 3 SITE PLAN PROJECT NAME 1" = 40'-0"1SITE PLAN BOOTH HEIGHTS NEIGHBORHOOD AT THE EAST VAIL WORKFORCE HOUSING SUBDIVISION_VAIL, CO PEC Submittal \\ 24 June 2019 SITE PLAN Scale: 1” = 40’-0” PRODUCT TYPE UNIT QUANTITY MARKET RATE TH 12 DEED RESTRICTED TH 19 DEED RESTRICTED MULTI-FAMILY 42 73 TOTAL UNITS Site Plan BUILDING HEIGHT: BUILDING 1: 45’-0” PROPOSED GRADE: 8390’ BUILDING 2: 51’-0” PROPOSED GRADE: 8390’ BUILDING 3: 51’-8” PROPOSED GRADE: 8390’ BUILDING A: 39’-4” PROPOSED GRADE: 8437’ BUILDING B: 39’-4” PROPOSED GRADE: 8430’ BUILDING C: 39’-4” PROPOSED GRADE: 8424’ BUILDING D: 36’-0” PROPOSED GRADE: 8418’ BUILDING E: 35’-6” PROPOSED GRADE: 8428’ BUILDING F: 35’-6” PROPOSED GRADE: 8422’ BUILDING G: 35’-6” PROPOSED GRADE: 8416’ BUILDING H: 35’-6” PROPOSED GRADE: 8410’ July 5, 2022 - Page 552 of 885 Development Team Applicant Wildlife Consultant Michael O’Connor Rick Thompson Triumph Development West, LLC Western Ecosystems, Inc. 12 Vail Road – Suite 700 905 West Coach Road Vail, CO 81657 Boulder, CO. 80302 Project Architect Traffic Consultant Mike Foster Kari McDowell Schroeder Triumph Custom Homes, LLC McDowell Engineering, LLC 12 Vail Road – Suite 700 PO Box 4259 Vail, CO 81657 Eagle, CO 81631 Landscape Architect Rockfall & Geotechnical Consultant Sandi Gibson Bill Koechlein Outside L.A. Cesare, Inc. Boulder, CO 7108 South Alton Way – Building B Steamboat Springs, CO Centennial, CO. 80112 Civil Engineer Matt Wadey Alpine Engineering, Inc. 34510 Highway 6 – Unit A9 Edwards, CO. 81632 Environmental Impact Review David Johnson Western Ecological Resources 711 Walnut Street Boulder, CO. 80302 July 5, 2022 - Page 553 of 885 The Development Booth Heights is an exciting new residential development aimed at creating, maintaining and sustaining community in the Town of Vail (“TOV”). The parcel is the only undeveloped Housing District parcel in TOV. With 73 new homes, the community will make the most meaningful addition to locals housing in the Town’s recent history. Triumph Development is under contract to purchase the 23.3 acres East Vail Workforce Housing Subdivision (“EVWHS”) located at 3700 N. Frontage Road from Vail Resorts. This purchase contract includes all water rights required for the development. Recognizing both the need for locals housing and nearby critical wildlife habitat, Vail Resorts rezoned the parcel from 23 acres of Two Family Residential to 5.4 acres of Housing and 17.9 acres of Natural Area Preservation set aside for wildlife, thereby consolidating development onto less than 25% of the overall parcel. This application proposes to develop the 5.4-acre “Lot 1” of the EVWHS in conjunction with wildlife enhancements and conservation on the 17.9-acre “Tract A”. The latter will be one of the most significant wildlife enhancement projects in the history of the Town on private property. Booth Heights, in keeping with the purpose of the underlying Housing District, will be a mixture of rental and for-sale homes with more than 70% of the square footage built as Employee Housing Units (“EHUs”) and 30% of the GRFA built as market-rate homes that will generate the financial subsidy needed to develop the neighborhood. To that end, Booth Heights proposes 73 total residences comprised of 42 EHU apartments, 19 EHU townhomes, and 12 market-rate townhomes spread across a total of 11 buildings. The apartments are all 830 square foot two- bedroom homes with surface parking. The townhomes will be a mix of two and three-bedroom homes ranging in size from 1300 square feet to just under 2200 square feet with one car garages, driveways with two outdoor parking spaces in most cases, and private outdoor space at the rear of most units. Each new home will include ample storage, durable long-lasting and fire-resistant building materials such as cementitious siding and stucco, 30-year asphalt shingle roofs, oversized low-e glazing windows, R40+ insulation, energy star appliances, and long-cycle interior finishes. The apartments will have separate ground floor storage for bikes and outdoor equipment that are so prevalent among Vail residents. There will also be an outdoor community picnic and barbeque area and low maintenance and low water landscaping. This development application includes all all civil drawings, architectural drawings, landscape plan, and consultant’s reports required for approval by the TOV Town Code. The proposed development plan requires no variances from the development standards prescribed by the Housing Zone District. Building height and density (including GRFA) are prescribed by the Planning and Environmental Commission. The Housing Zone District allows parking to vary from the typical parking requirements with a parking management plan. July 5, 2022 - Page 554 of 885 Existing Conditions The Housing parcel is triangular in shape beginning at a point at the west and grows increasingly deeper to the east. The site is more than 1200 feet wide and 380 feet deep at the east side of the property. The site generally slopes from back to front with the natural grade lower and closer to grade of the N. Frontage Road to the west, gaining elevation above the N. Frontage Road as the site moves to the east. The natural grade of the site is less steep and better accommodates development along its southern boundary. The site is the last significant undeveloped Housing parcel in the TOV. There is a relatively young aspen forest across most of the site, and while this private property is included in Colorado Parks and Wildlife’s bighorn sheep and elk winter range area, the aspen forest and proximity to N. Frontage Road severely limits the use of the site by either species according to the consultants’ reports included with this application. All required utilities are nearby in the adjacent right-of-way and the applicant has confirmed that each utility has adequate capacity to serve the development. The development will be required to bring water rights to ERWSD and the applicant has these water rights under contract from Vail Resorts. Surrounded by TOV property to the west, USFS property to the north, CDOT right-of-way to the south and the applicant’s NAP property to the west, there are no contiguous neighbors that will be negatively impacted by the development. The right of way in the front of the property includes a substantial cut slope and setback of between 46 to 90 feet from the property line to the N. Frontage Road pavement. Detailed Zoning Analysis The Housing District is intended to provide housing development opportunities in the Town of Vail. Due the nature and varying characteristics of employee housing, a housing-oriented zone district was specifically developed and adopted in the TOV Zoning Regulations. The stated intent of the Housing District is to ensure that employee housing is appropriately located and designed to meet the needs of Vail residents, to harmonize with surrounding uses, and to ensure adequate light, air and open spaces. The district has a limited number of prescribed requirements that are discussed below. The proposed development plan meets or exceeds all of these prescribed requirements. It should be noted that the analysis is based upon the 5.4-acre housing parcel and does not include the 17-acre open space parcel. July 5, 2022 - Page 555 of 885 Permitted, Conditional & Accessory Uses The proposed development program for Booth Heights is outlined in the below table. With more than 70% of the proposed livable square footage and GRFA at Booth Heights intended as EHUs, the primary use proposed for the neighborhood is the Permitted Use intended in the Housing District. For the market rate Dwelling Units proposed in the neighborhood, the applicant is applying for a Conditional Use Permit from the Planning and Environmental Commission as discussed in the Housing District criteria. These Dwelling Units provide the only meaningful financial return in the development of the neighborhood. They will comprise less than 30% of the total GRFA of the neighborhood and will be built concurrent with the construction of EHUs in the proportion allowed by Code. With similar scale buildings, unit sizes and architecture, the Dwelling Units have been designed to be compatible with the mixed-residential neighborhood that will serve a variety of residents. The community amenities such as outdoor and indoor public gathering spaces, laundry and storage are Accessory Uses that are “customarily incidental and accessory” to the permitted EHUs as discussed in the Housing District criteria. Setbacks The required setback in the Housing District is twenty feet (20’) from the perimeter of the zone district. All buildings and structures proposed in the plan meet or exceed this setback requirement in all areas. Site Coverage The Housing District allows for a maximum site coverage of 55% of the total site area. The proposed site coverage for Booth Heights is only 38,478 square feet or just 16.4% of the 5.4-acre Housing parcel as shown on the “Site Coverage Plan” sheet of the application. Total Units # Units Livable SF Garage SF Livable SF EHU - Downhill TH A - 2BR 8 1,300 286 10,400 EHU - Downhill TH B - 3BR 7 1,600 286 11,200 EHU - Uphill TH A - 2BR 2 1,300 275 2,600 EHU - Uphill TH B - 3BR 2 2,000 275 4,000 DU - TH B - 3BR 6 1,975 365 11,850 DU - TH A - 3BR 6 2,170 390 13,020 Total For-Sale Townhomes 31 53,070 EHU - Multifamily - 2BR 42 830 - 34,860 Total Development Program 73 87,930 % Livable Square Footage as EHU 71.7% July 5, 2022 - Page 556 of 885 Landscaping and Site Development The Housing District requires at least 30% of the total site area to be landscaped. The proposed plan for Booth Heights includes landscape areas totaling 136,583 square feet or 58.1% of the 5.4- acre Housing parcel. Snow Storage The Parking Standards of the Town Code require a minimum functional area for snow storage equaling at least 30% of the total paved area of the site for unheated drives. The total hardscape area of the proposed development plan equals 57,950 square feet and the plan includes more than 22,550 square feet of usable snow storage, or more than 39% of the total paved area, as shown on the “Snow Storage Diagram” of the application Other Development Standards The development standards of the Housing District for lot area, site dimensions, building height, and density control shall be as proposed by the applicant and approved by the Planning Commission based on the Criteria for Evaluation that are discussed below. - Lot Area and Site Dimensions – The applicant proposed to develop the 5.4-acre Housing Parcel as demonstrated on the site development plans. After the Development Application is approved, the applicant intends to subdivide the parcel to create one parcel for the multifamily buildings, and one parcel for the townhome community which will be governed by a Home Owner Association and further subdivided into individual parcels for each townhouse (as generally shown on drawing C3.1). These subdivisions will be completed pursuant to the requirements of the Town Code. - Building Height – The proposed townhome buildings are two-and-a-half stories and the proposed multifamily buildings are three-and-a-half stories, with the half-stories of each building built into the grade of the site. The buildings range in height from 35.5 feet to 51.66 feet. See the “Building Height” sheet of the Application for the calculation of building height for each building. - Density Control – The proposed density for Booth Heights neighborhood is 73 total units with 42 multifamily homes in three buildings, and 31 townhomes in eight buildings. The total GRFA for the neighborhood is 77,327 square feet as shown on the “Site Plan” sheet in the architectural package. If one considers the EHUs as counting towards density/units per acre (in most zone districts they do not) the overall density of the site is 13.5 units per acre. It would be more in keeping with the Zoning Regulations to exclude the EHUs and therefore the resulting density is 2.22 units per acre. Employee Housing Credits The applicant will utilize Sections 12-23-7 and 12-24-7 of the Vail Town Code “Mitigation Bank” for deed-restricted EHUs constructed on the property. As proposed, the application will generate 63,360 square feet of transferable EHU housing credits in a total of 61 EHU units as shown on the application. The project will not create any Employee Housing Credits on the proposed market rate units. July 5, 2022 - Page 557 of 885 Parking Counts, Loading and Parking Management Plan The Housing District, in recognition of the unique nature and characteristics of the employee housing, allows for a reduction in the parking requirements outlined in Chapter 10 of the Zoning Regulations, at the discretion of the Planning and Environmental Commission pursuant to Section 12-6I-8. This reduction is based on a demonstrated need for fewer parking spaces than required by the Zoning Regulations and is subject to a Parking Management Plan. According to the requirements of the Housing District, two of the demonstrated needs for a reduction in parking may include 1) proximity or availability of alternative modes of transportation including public transit and 2) limitation placed in the deed restrictions limiting the number of cars for each unit. The applicant understands that the development of the East Vail Workforce Housing Subdivision must be a fully functional project and that the parking provided must be appropriate for its target residents. Given the project’s in-town location and proximity to public transit and walkable access to amenities such as outdoor recreation and Sims Market, the design of the project includes a parking count that the applicant believes will adequately meet the needs of residents, while at the same time minimizing the needs for overly generous parking lots that negatively impact the overall site plan and opportunities for open space utilized by wildlife. The wildlife design recommendations also recommend reducing the footprint of parking to reduce impacts to wildlife (see review criteria below). The parking standards of the Zoning Regulations are a generalist set of standards that prescribe parking by the location and size of development. Parking at locations outside of the Town’s Vail and Lionshead Villages fall under a requirement known as Parking Schedule B, which calls for 2 spaces per unit for multifamily units between 500 and 2,000 GRFA feet and 2.5 spaces per unit for multifamily units greater than 2,000 GRFA feet. This standard is applied across the board, regardless of the number of bedrooms, and irrespective of location, proximity to transit or walkability to community services. These parking requirements also do not consider the rapidly changing nature of transit and movement towards public and shared transportation, nor do they recognize TOV’s recent efforts to encouraging the use of public transit and minimize the number of parking spaces that need to be constructed in the Town core. The proposed development plan would generate a parking need as outlined by Parking Schedule B as outlined in the table below. This table also includes the parking totals as proposed by the applicant as represented on the “Parking Diagram” sheet included in the application: July 5, 2022 - Page 558 of 885 Overall the parking provided onsite equates to 1.9 parking spaces per unit or a reduction of 10 parking spaces from code. Further detail on the parking reduction is provided below. In preparing this proposed development plan, the applicant has considered each of the proposed housing types separately. While the for-sale homes have been designed to accommodate the parking needs of permanent residents with adequate resident and guest parking on each home’s private property, the parking need for the rental apartment units has been based on the needs of the target residents who will live and work in the Town of Vail with jobs that are accessible by public transportation. Most for-sale townhomes have three parking spaces on private property owned by the residents with one garage space and two outdoor parking spaces per unit. There are also three additional guest parking spaces at the east end of the development. There is a total of 94 parking spots compared to the TOV code need for 65 parking spaces for the townhome portion of the development. The parking plan for the rental multifamily units includes 45 parking spaces for the 42 units. This equates to 1.1 parking space per home and allows every household to have a car. It also will ensure that residents are a self-selecting group whose lifestyle meets the Town’s goals for using public transit. Also, because the multiple family units will be rental units, the management of the facility has the ability to restrict parking by leases just as TOV currently does in its leases for other Town-owned workforce housing. Management can price parking to help regulate demand versus a condominium where there is less control over parking for individual units. This parking count is supported by the “East Vail Residential Parking Analysis” letter from transportation consultant McDowell Engineering, LLC which includes information on typical parking demands from apartment communities throughout the country, as well as actual parking counts from the Timber Ridge and Lions Ridge community (See Exhibit 1). This analysis indicates that a parking demand for rental multiple family units in Vail is consistent with what is proposed at 1.1 units per unit. TOV Code TOV Code Parking Units Units GRFA Pkg / Unit Parking Proposed EHU - Downhill TH A - 2BR 7 1,300 2.0 14.0 EHU - Downhill TH B - 3BR 8 1,600 2.0 16.0 EHU - Uphill TH A - 2BR 2 1,300 2.0 4.0 EHU - Uphill TH B - 3BR 2 2,000 2.0 4.0 DU - TH B - 3BR 6 1,975 2.0 12.0 DU - TH A - 3BR 6 2,170 2.5 15.0 Townhouse Total 31 65.0 94 EHU - Multifamily - 2BR 42 835 2.0 84.0 Apartment Total 42 84.0 45 Total 73 149.0 139 July 5, 2022 - Page 559 of 885 One of the great benefits to building housing at the EVWHS is its proximity to the regular public transit on the North Frontage Road. Not only does the project have immediate adjacency to the existing Falls at Vail bus stop, but also proposes to build a new bus stop. In addition, the apartment buildings will include adequate indoor and outdoor storage for bikes. To accommodate and control this parking count, the applicant will implement a Parking Management Plan for the multifamily portion of the development that includes the following specific requirements. - All parking spaces will be numbered and assigned as a dedicated parking space as part of the lease for each unit; - Management will structure leases such that residents will know who is allowed to have a car onsite. - Residents allowed to have a car will be required to register their vehicles and parking permits will be required to be prominently displayed in each vehicle; - Leases will include prohibitions on parking in both assigned parking spaces and guest parking, and will include penalties and towing for violations; and - The property manager will oversee enforcement and facilitate these parking controls. The applicant also recognizes that this parking management solution may limit the pool of potential renters to households with only one car whose lives are conducive to Vail public transit, and in-turn the amount of rent that can be charged. Said simply, the applicant believes and has documented that the proposed parking count strikes a careful balance between the practical needs of its intended residents, especially in light of the changing and decreasing needs for parking that are fast taking hold. Booth Heights is an example of a project that - by virtue of its location, its target demographic, and high quality TOV transit system - can fully function with a reduced parking count. Compliance with the Development Plan Standards and Approval Criteria Because of the nature and characteristics of deed-restricted housing that make development difficult under prescribed development standards, the Housing District was created by TOV to provide adequate sites for deed-restricted residential development. To ensure harmonious development that is in keeping with the Town’s development objectives, an applicant may propose development standards, as depicted on a Development Plan, for approval by the Town’s Planning & Environmental Commission. According to Section 12-6I-13 of the Zoning Regulations, it shall be the burden of the applicant to demonstrate that the proposed development complies with the six Design Criteria discussed below. Given the environmental focus of the development, we have presented these criteria in a customized order to emphasize the role that the Environmental Criteria have played in guiding the proposed plan. Design Criteria E - Environmental impacts resulting from the proposal have been identified in the project’s environmental impact report, if not waived, and all necessary mitigating measures are implemented as a part of the proposed development plan. July 5, 2022 - Page 560 of 885 Applicants Response: Recognizing the importance of the environmental concerns about the EVWHS, the applicant has commissioned one of the most substantial Environmental Impact Reports ever submitted for a development in TOV. Western Ecological Resource’s (“WER”) report is included as an attachment to this application (See Exhibit 2). The mitigation plans presented in this application identify all the environmental impacts of the project and the substantial efforts the applicant will undertake to ensure that the development not only protects surrounding wildlife habitat, but also provides one of the most substantial wildlife enhancement projects ever proposed on private property in TOV to create a net increase in quality winter range for wildlife. Design Criteria: Prior to Triumph’s involvement in the property, Rick Thompson, a biologist with West Ecosystems, Inc. (“WES”) was engaged by Vail Resorts to understand the use of the parcel and surrounding properties by wildlife. As part of this engagement, WES prepared a list of design recommendations that would minimize the impact of development on wildlife. These design recommendations have been fundamental in the creation of the proposed plan. A description of these criteria is included in Section 6.0 of the WES’s Wildlife Mitigation Plan (See Exhibit 3) and include the following recommendations: 1. Consolidate the development’s impacted area at the front of the parcel and maximize the remaining open space. This includes minimizing parking lots and community open spaces. a. Parking lots, building footprints, and community open spaces have been minimized. 2. Place vehicular access at the west of the site. a. The access to the site is located on the west end of the site. 3. Utilize existing vegetation to the rear, west and front of the parcel as a visual buffer between the development and surrounding wildlife. a. The proposed developed areas of the site are all screened by moderately dense aspen forest on USFS property at the rear of the site. 4. Create a physical barrier between human occupied space and the surrounding wildlife. a. The proposed rock fall protection barrier and wildlife fencing at the rear of the site will create this separation. 5. Maintain east-west access across the rear of the property for wildlife. a. The uphill portion of the rock fall berm, including a clear relatively flat area in front of the berm, will provide this path. 6. Maintain grazing access to the right-of-way in front of the parcel that is occasionally used by bighorn sheep. a. The applicant is not proposing to place any substantial retaining walls or building structures on this western end of the property to allow wildlife continued access through the right-of-way. 7. Minimize outdoor recreation spaces visible from the surrounding open space/winter range. a. The proposed central picnic and barbeque area has been kept to the center of the development to minimize external impacts. Units will not have any private outdoor space facing north and west above the ground level that will be visible to July 5, 2022 - Page 561 of 885 wildlife. Ground level open space will be screened from the surrounding property by a berm and surrounding aspen forests. 8. Create a series of restrictions on residents to minimize their offsite impacts. a. These restrictions are proposed and are discussed in detail in Section 8 of the Wildlife Mitigation Plan and outlined below. The proposed development plan has taken each of these design guidelines into account and the applicant is committed to making these requirements a component of the approvals for the ongoing protection of the surrounding wildlife. In addition to these design criteria, the applicant is also proposing one of the most substantial wildlife enhancements on private property ever undertaken in TOV as outlined in Section 8.1 of the WES’s Wildlife Mitigation Plan. Before explaining the details of this enhancement plan, please note that although the 23-acre EVWHS is part of the bighorn sheep 1800-acre winter range, the entire parcel is not high-quality winter range for grazing due to a young, encroaching aspen forest that includes living and fallen “jackstrawed” trees that big horn sheep avoid by their nature. As part of this development application, the applicant will clear and enhance 14.6 acres of the NAP parcel to create quality winter range. In addition to this clearing, the applicant will fertilize and cut back the over-mature shrubs that have grown out of the browse range of bighorn sheep to improve the quality and quantity of winter forage. The applicant will also clear and reseed approximately 0.3 acres at the rear of the Housing Parcel for additional forage. In total, 18.2 acres or 78% of the entire EVWHS is being set aside for open space and wildlife, and 14.6 acres of quality winter range will be created on private property that is currently inaccessible and underutilized today. This new land set aside and enhanced for wildlife exceeds the five acres of impacted development area by nearly a 3:1 ratio. The development will commit to keeping this privately-owned property clear of aspens for quality winter range today and into the future. Ongoing Wildlife Protection Criteria: The last component of our plan to protect wildlife is the Wildlife Mitigation Plan that includes various measures that will be put in place 1) during construction (Section 8.2 of the WES’s Wildlife Mitigation Plan), and 2) as permanent restrictions placed on the residents of the community (Section 8.3 of the WES’s Wildlife Mitigation Plan). The applicant proposes to make these commitments a formalized component of the project’s entitlements. Ongoing Wildlife Protection Criteria - Construction During construction, commitments include 1) only performing all significant clearing and mass excavation of the site from April 15th through November 30th; 2) the construction of a physical barrier – either the permanent wildlife and rock fall barrier, or a substantial impervious construction fence – prior to the bighorn winter range period; and 3) clearing and enhancement to the NAP parcel complete before the first winter of construction to create more, quality winter range prior to the first winter that wildlife will be impacted by development activity. Ongoing Wildlife Protection Criteria – Permanent Residents The permanent restrictions on residents include no community gardens, restrictions on pets, significant restrictions on dogs in the community, combined with educational programs to inform residents of surrounding wildlife habitats and the prohibition of access to these areas. These July 5, 2022 - Page 562 of 885 restrictions are bolstered by a series of fines, reprimands for employees, and even eviction from the community for violations. The property’s manager and Home Owners Association will be tasked with enforcing these fines for violations, as well as work directly with the TOV to police trespassing onto TOV property to the west and the privately-owned NAP parcel to the East. These specific terms are discussed in Section 8 of Rick Thompson’s Wildlife Mitigation Plan for the EVWHS. Wetlands: The final environmental item of note are two small identified wetlands on the development parcel – one an intermittent stream during spring runoff on the western edge of the site, and the other a small collecting area on the eastern edge of the site. Both are small enough in size that there likely will be no remediation required by the Army Corps of Engineers. The Applicant will confirm with the Army Corps that the impacted area is below the threshold for separate mitigation, and if any mitigation is required, it will be done elsewhere on the EVWHS or within a mitigation bank, as required by the Army Corps. The Wetlands Delineation Report by Birch Ecology, LLC is included as an attachment to this report (see Exhibit 4), and is further discussed in the Environmental Impact Report. This applicant’s commitment to wildlife protection is a fundamental driver for many elements of the proposed plan. Each of these wildlife commitments will be incorporated into the Conditions of Approval for the Development Plan. Design Criteria B - Buildings, improvements, uses and activities are designed and located to produce a functional development plan responsive to the site, the surrounding neighborhood and uses, and the community as a whole. Applicant’s Response: The applicant has prepared a functional development plan for Booth Heights that balances the physical characteristics of the site, the surrounding open space of wildlife winter range, and TOV’s substantial need for housing. The details of sensitivity to wildlife are discussed above, but from a development plan standpoint, the applicant will enhance and set aside 17.9 acres of NAP for permanent wildlife protection and open space. All development has been condensed or consolidated onto less then 3.5 acres below the wildlife and rockfall berm to create 0.3 acres of additional open space at the rear of Housing parcel. This development area is the portion of the site with the least amount of natural grade. Pedestrian and vehicular access onto the site will be from the west to work with natural grade and as recommended by WES’s design guidelines. The proposed parking configuration, access to buildings, site amenities, and public transportation will meet ADA requirements, as well as emergency access and staging. The applicant has met with the Vail Fire Department on four July 5, 2022 - Page 563 of 885 occasions and modified the site plan to account for the Fire Department’s requirements. The functional site plan includes adequate parking for the apartment units at slightly more than a 1:1 ratio, as well as one garage space and two driveway parking spaces at most townhome units. Retaining walls have been kept to a minimum and almost all will be built with boulders that will be gathered onsite. In a few select locations above the parking lot at the trash dumpster for the apartment buildings, an MSE wall that resembles natural stone (similar to those built at Solar Vail and the new West Vail Truck Chain-up) will be built. Each retaining wall is 6 feet in height or less. A substantial earthen berm has been located at the rear of the development to provide a visual and physical separation between the new development and the surrounding wildlife habitat as well as provide for rockfall mitigation. At the west end of the berm, this barrier will transition to a landscape buffer. This berm and landscaping will be augmented by a wildlife fence that includes jump ramps to allow wildlife to exit the site, and prevent residents from accessing the USFS property at the rear of the parcel. This system, along with signage, is designed to keep residents off the nearby critical wildlife habitat. As the EVWHS is located in a rockfall hazard risk area as mapped by TOV, this berm will be designed to match the berm that is located above Katsos Ranch Road and Booth Falls Court. The rockfall hazard condition for the Booth Heights development is much less severe than the conditions immediately to the west. According to the Cesare, Inc.’s rockfall studies commissioned by the applicant, the design criteria for the 12-foot berm protecting the neighborhood to the west used a 7-foot rock that would produces 6,800 kilojoules of energy as the basis for design. Due to less severe slopes and further distance from the cliffs above, the studied condition at Booth Heights would only produce a 3,160 kilojoules of energy from a larger 10-foot boulder. Nevertheless, the applicant is proposing to match the 12-foot berm above the entire length of the property where buildings are located. See the details of this study in the Geological Hazard Analysis Report prepared by Cesare, Inc (see Exhibit 5). All buildings have an efficient and functional layout. The three small apartment buildings, each with 14 two-bedroom units, are sited to work with natural grade and include a garden level apartment with storage, laundry and indoor community space on the basement level. These slightly taller buildings have been located on the lower, western end of the site so that the rooflines are in scale with the rest of the neighborhood. A community outdoor space and barbeque area has been located next to these apartments to give the residents an outdoor place to gather and share a meal. The townhomes have been located on the eastern end of the site where natural grade lifts the site as much as 50 feet above the frontage road and I-70. The 31 townhomes in eight buildings flank both sides of a cul-de-sac street. No building has more than four units to keep the massing of the buildings at a human scale. All townhomes have adequate parking for the residents and guests with three total parking spaces at the vast majority of units – one in a garage and two in the driveway – as well as adequate room for landscaping islands that are somewhat rare in Vail’s townhome communities. These generous building setbacks and front yards with adequate parking will help create an attractive street with a neighborhood’s sense of community. Each of July 5, 2022 - Page 564 of 885 the townhomes will have private outdoor space at grade at the rear of the home. Each townhome will have a private deck on the downhill side of each home (facing away from the surrounding wildlife habitat), embracing the 180 degree up- and down-valley views. The proposed development plan is a functional development plan that looks to create a meaningful housing neighborhood that will serve a variety of residents – both renters and homeowners. There are no negative impacts to the surrounding neighborhood, not only because there are no contiguous neighbors, but also because the applicant is setting aside more than 78% of the site for open space and use by wildlife. No views of other properties will be blocked, and the views of the Booth Creek cliffs and ridges will not be impacted from public roads. With substantial open space dedications and wildlife enhancement, a development layout that is responsive to the site and minimizes its impacted area, and a development program that includes a meaningful number of new units, the applicant believes and has documented that Booth Heights is a model for responsible development on private property. Design Criteria A - Building design with respect to architecture, character, scale, massing and orientation is compatible with the site, adjacent properties and surrounding neighborhood. Applicants Response: Due to the unique nature and challenges of building housing in TOV, the Housing District does not include traditional development limitations and offers the applicant the flexibility to develop the proposed combination of housing types. The building layouts are responsive to the site and surrounding topography. The site is not challenged with needing to relate to any immediate neighbors. This said, Booth Heights will be a mix of housing types that are prevalent through East Vail including both walkup multifamily buildings and townhomes. The conscientious decision to concentrate the density into a small footprint and leave substantial open space leads has driven the proposed density of 13.5 units per acre on the Housing parcel and 3.1 units per acre considering the entire EVWHS. It should be noted that in most zone districts EHUs are not counted towards density and in that case the density of the Housing parcel would be 2.22 units per acre or 0.52 units per acre considering the entire EVWHS parcels. Buildings have been spread throughout the site with generous setbacks and open space to provide a human scale that matches or even improves upon the experience of similar townhome neighborhoods throughout East Vail. Set in the context of the surrounding 600-foot tall Booth Creek cliffs located above the site, the proposed three and four-story buildings are in context with the geography. Buildings are responsive to natural grade and are built into the hillside with a garden level that daylights onto grade, and the second-floor walking out onto grade at the rear. Consistent with the wildlife design recommendations, the units only have private outdoor space on the ground level and on decks above the ground level that face south. July 5, 2022 - Page 565 of 885 The architecture is mountain modern including traditional forms characteristic of Vail, combined with clean lines and architecture. This architecture and material pallet honors but improves upon the vast majority of multifamily residential inventory throughout East Vail and is similar to the Chamonix Vail locals housing project recently built in the Town. The primary façades are proposed with a mix of stucco, cementitious siding that resembles natural wood, and wood trim to incorporate the new fire-resistant design recommendations of the fire department, as well as long-term durability. These materials are mixed horizontally and vertically to break up the massing of the buildings, and this variation is complimented with adjustments to the size of windows. Roofs are pitched with asphalt shingles and match other residential development in East Vail. The rooflines of each building step to avoid one continuous roofline. The multifamily units have been broken up into three different 14-unit buildings to match the scale of the neighboring townhomes. The buildings include varying roof lines and walk-up breezeways that further break the massing of the buildings. The townhomes are a combination of two- and three-bedroom units to provide a variety of housing with several different price points that were so popular at Chamonix. This mix of units provides opportunities for a variation in the roof lines and in most buildings, especially the front from of buildings that will be most prominently viewed from the N. Frontage Road and I-70. The scale of all buildings matches or even improves upon the design and architecture of many of the existing development throughout east vail with no more than 4 units per townhome building, and multifamily buildings of a similar scale. No building exceeds the four stories of occupied space established at other residential projects such as the Pitkin Creek Townhomes to the east. With no contiguous neighbors, the Booth Heights development plan is an opportunity for a rare, locals housing project on the last remaining Housing parcel in TOV. Because of its unique location this meaningful housing project can be built without negatively affecting neighbors. The applicant believes that this type of multifamily housing was contemplated when the development potential of the EVWHS was concentrated onto less than 25% of the overall original parcel at the rezoning. With mountain modern architecture that borrows from Vail’s architectural traditions and the material pallet seen throughout East Vail, massing that is spread between eleven buildings, substantial setbacks from the street, as well as an appropriate relationship to the surrounding topography – the Booth Heights plans meets the Housing District requirements for architecture, character, scale, massing and orientation that is compatible with the site and neighborhood. Design Criteria C - Open space and landscaping are both functional and aesthetic, are designed to preserve and enhance the natural features of the site, maximize opportunities for access and use by the public, provide adequate buffering between the proposed uses and surrounding properties, and when possible, are integrated with existing open space and recreation areas. Applicants Response: July 5, 2022 - Page 566 of 885 The Proposed site plan has been prepared to preserve and enhancing substantial open space and with mitigation efforts to return it to suitable winter range for wildlife. In total, 18.2 acres or more than 78% of the EVWHS is set aside for open space and wildlife. While development impacts have been concentrated into a small footprint, the landscape plan for the developed portion of Booth Heights is both functional and aesthetic. The intent of the landscape design is to have more manicured planting beds adjacent to the buildings, in parking landscape islands, and at the central public gathering and picnic area. Away from these areas the landscaping will be more native in nature. All landscaping will include regionally appropriate species selected to minimize the need for watering. This design approach not only integrates well with the surrounding natural areas, but also reduces the use of natural resources such as water. Trees have been located away from structures as recommended by the Fire Department. Most retaining walls are proposed to be built with native boulders, which will be harvested onsite. In a few select areas, the grading plan requires an MSE wall. Both of these types of walls will be stepped to create opportunities for both formal and informal planting at each level. An earthen berm has been located along the rear of the site to create a physical and visual buffer between the human space and wildlife. A clear corridor on the north side of this berm will allow for wildlife movement east to west across the site. This physical barrier separating human occupied space from open space will be complimented at the west entry with landscaping and trees, and on the east side of the site with the steep natural grade. The plan includes planting this berm with native grasses and aspen seedlings on the downhill portion of the berm. The central feature of the landscape plan is an outdoor gathering space for the entire community including barbeques, picnic areas, fire pit, and pergola. The location of this functional, centralized outdoor space was derived from the WES’s design guidelines. We are also proposing to find creative ways to utilize the fire department staging and turnaround areas for resident recreation – with a community patio next to the picnic area at one location and a basketball hoop at the other. All site amenities will be fixed to the ground to prevent them from being moved into these fire department staging areas. The landscaping at each of the townhome units will including planting beds at the front of the townhome buildings between driveways. The rear of each home will include private open space that includes a small patio and plantings. The applicant is also proposing a fence that would be approved as part of the Design Review process that could be building by residents who own a dog to create privately owned outdoor space that would be one of the only areas of the development for the animal to go outside – further protecting the surrounding wildlife habitat. By design, the project does not propose to connect to the informal trails immediately adjacent to the site to minimize impacts to the surrounding wildlife habitat. Likewise, while the site plan is open and inviting to the residents and public, it is not designed to help the residents and public recreate off-site due to the surrounding wildlife areas. July 5, 2022 - Page 567 of 885 The combination of significant natural landscaping, limited but attractive manicured landscaped areas, community focused outdoor gathering and recreating areas, and substantial enhanced open space make the Booth Heights landscape plan both aesthetic and functional. Substantial buffering to the rear, east and west of the site will discourage unwanted interaction with the open space and wildlife. Design Criteria D - A pedestrian and vehicular circulation system designed to provide safe, efficient and aesthetically pleasing circulation to the site and throughout the development. Applicant Response: A safe, efficient and aesthetically pleasing circulation system that integrates and improves the East Vail public transportation system has been designed for the Booth Heights community. With direct access off the N. Frontage Road and immediate proximity to I-70, Booth Heights will cause minimal impact to East Vail’s neighborhood streets. The accompanying Transportation Impact Study by McDowell Engineering, LLC shows the relatively light traffic on the Frontage Road (see Exhibit 6). The development will only generate 290 total trips (145 outgoing and 145 incoming), with only 17 additional peak-hour morning trips and 24 peak-hour evening trips, daily. There is no need for any lane improvements or widening. The vehicular and main pedestrian site access is from the west so as to work with the natural grade. This location allows a gradually sloping driveway that meets the Town’s design standards and provides ADA access to the bus stop. It also is the only spot that natural grade would accommodate a 90-degree driveway entrance at the N. Frontage Road as required by CDOT. The driveway and parking lot is designed to fully comply with the TOV design standards (i.e. width drainage, site disturbance, turning movements, etc.) including emergency access. Due to the substantial length of the driveway, the drive aisle has been oversized to 26 feet to ensure adequate circulation in the event an emergency vehicle is parked in this drive aisle. There are also three fire truck turnaround and staging areas at the request of the Fire Department. Proximity to the East Vail Bus Route is one of the most advantageous aspects of the location of EVWHS for locals housing. With direct access to TOV’s public transit system, Booth Heights will cater to residents whose lives are Vail-centric. Recognizing this fact, the applicant is proposing to construct a new bus stop at the west end of the site directly adjacent to the proposed driveway. The proposed design of this new bus stop is a compromise that balances the need for new transit with the desire to maintain wildlife access to the grazing area in front of the site as suggested in the wildlife design recommendation #6 above. TOV Public Works has suggested a desire for new full-movement bus stop that would permit buses to make a 360-degree movement at the stop that would need to be approximately 50 feet deep. This turnaround would allow a dedicated express bus to service the site if TOV determined that this level of service is preferred. While the applicant understands the operational considerations of Public Works, the wildlife design criteria direct us to preserve wildlife access to and through the right of way in front of the July 5, 2022 - Page 568 of 885 site. Rather than a substantial bus stop, the applicant is proposing to construct a new bus pull off on both sides of the street at the bus stop that will allow the bus to pull out of the main travel lanes. The bus stop will include a standard TOV bus shelter to serve for those waiting to commute into town, as well as a crosswalk that will allow westbound passengers to safely cross the N. Frontage Road. This stop is similar to almost all the bus stops on the East Vail bus route. Public Works also recommended a new pedestrian trail through this right-of-way at the front of the site. As there is not a trail or sidewalk to the west for almost a half mile, this trail would only provide connectivity to the Falls at Vail bus stop. While we are not proposing to build this trail for the same wildlife reasons discussed above, instead we are proposing to build landscape steps for resident leaving the site both to the west and to the east. With the above access and parking configuration, as well as the proposed public transportation improvements, the development plan provides a pedestrian and vehicular circulation system designed to provide safe, efficient and aesthetically pleasing circulation to the site and throughout the development. Design Criteria F - Compliance with the Vail comprehensive plan and other applicable plans The Applicant believes that the proposal is consistent with the following provisions of the Vail 20/20 Strategic Action Plan, Vail Land Use Plan, 2009 Environmental Sustainability Strategic Plan, Vail Housing 2027 Plan, and 2018 Open Lands Plan Update: Vail 20/20 Focus on the Future – Strategic Action Plan: The Vail 20/20 Strategic Action Plan is a visioning document that begins with a set of values that outline what is truly important to the community. The plan then details land use and development, parks and recreation, environment, housing, transportation, economy, community and public safety topics, including specific vision statements, long-term goals, and actions and strategies over the next 5 years to achieve those goals. LAND USE Goal #2: Land use and development decisions will address environmental sustainability as a priority of the community. • Work with public and non-profit partners to ensure that environmental issues within the town and region are being addressed. • Educate developers and applicants on how to incorporate environmental sustainability into projects. Goal #4: Provide for enough deed-restricted housing for at least 30 percent of the workforce through policies, regulations and publicly initiated development. • Address the zoning regulations to provide more incentives for developers build employee housing units. July 5, 2022 - Page 569 of 885 ENVIRONMENTAL SUSTAINABILITY Goal #2: Energy Management in Buildings and Transportation: Reduce the town’s 2007 baseline green house gas emissions. • Support employee housing initiatives in order to reduce trips into Vail. Goal #3: Ecosystem: Improve the health and diversity of the forest and mountain ecosystem while recognizing the interdependence of the wildland urban interface (WUI) corridor within Vail. • Work with non-profit organizations and the Colorado Department of Wildlife to improve wildlife conditions. HOUSING Goal: The Town of Vail recognizes the need for housing as infrastructure that promotes community, reduces transit needs and keeps more employees living in the town, and will provide for enough deed-restricted housing for at least 30 percent of the workforce through policies, regulations and publicly initiated development. • Conduct inventory of all sites with development potential and pursue opportunities for acquiring undeveloped or underdeveloped properties. • Update the Vail Land Use Plan and identify more areas for employee housing. ECONOMY Goal #3: Maintain a town-wide workforce in which at least 30 percent of people who work in Vail also live in Vail. • Support the local economy by working with the business community to address future workforce housing needs as they relate to business in Vail. Vail Land Use Plan The Land Use Plan is not intended to be regulatory in nature but is intended to provide a general framework to guide decision making. The following goals and objectives support this proposal: Chapter II - Land Use Plan Goals / Policies (in part) 1. General Growth/Development 1.1 Vail should continue to grow in a controlled environment, maintaining a balance between residential, commercial and recreational uses to serve both the visitor and the permanent resident. July 5, 2022 - Page 570 of 885 1.2.The quality of the environment including air, water and other natural resources should be protected as the Town grows. 1.6. Development proposals on the hillsides should be evaluated on a case by case basis. Limited development may be permitted for some low intensity uses in areas that are not highly visible from the Valley floor. New projects should be carefully controlled and developed with sensitivity to the environment. 1.12 Vail should accommodate most of the additional growth in existing developed areas (infill areas). 5. Residential 5.3. Affordable employee housing should be made available through private efforts, assisted by limited incentives, provided by the Town of Vail, with appropriate restrictions. 5.4. Residential growth should keep pace with the market place demands for a full range of housing types. 5.5. The existing employee housing base should be preserved and upgraded. Additional employee housing needs should be accommodated at varied sites throughout the community. Vail Housing 2027 – A Strategic Plan for Maintaining and Sustaining Community through the Creation and Support of Resident Housing in Vail Ten Year Goal: “The Town of Vail will acquire 1,000 additional resident housing unit deed restrictions by the year 2027.” Vision: We envision Vail as a diverse, resilient, inclusive, vibrant and sustainable mountain resort community where year-round residents are afforded the opportunity to live and thrive. We take a holistic approach to maintaining community, with continuous improvement to our social, environmental, and economic well being. We create housing solutions by recognizing and capitalizing on our unique position as North America’s premier international mountain resort community in order to provide the highest quality of service to our guests, attract citizens of excellence and foster their ability to live, work, and play in Vail throughout their lives. Our strategic solutions and actions result in the retention of existing homes, creation of new and diverse housing infrastructure, and collaboration with community partners. For Vail, no problem is insurmountable. With a consistent, community-driven purpose and an entrepreneurial spirit, Vail will lead the industry in innovative housing solutions for the 21st century. The Town is well positioned financially to undertake this significant challenge. July 5, 2022 - Page 571 of 885 Mission: Maintaining and Sustaining Community “We create, provide, and retain high quality, affordable, and diverse housing opportunities for Vail residents to support a sustainable year round economy and build a vibrant, inclusive and resilient community. We do this through acquiring deed restrictions on homes so that our residents have a place to live in Vail.” Policy Statement - Resident Housing as Infrastructure “We acknowledge that the acquisition of deed restrictions on homes for Vail residents is critical to maintaining community. Therefore, we ensure an adequate supply and availability of homes for residents and recognize housing as infrastructure in the Town of Vail; a community support system not unlike roads, bridges, water and sewer systems, fire, police, and other services of the municipal government.” 2009 Environmental Sustainability Strategic Plan The purpose of this plan is to define a strategy that consists of measurable goals, objectives, and actions that will help the Town coordinate efforts to achieve the environmental vision of the community. Goal #2 – Energy Efficiency: Reduce the Town of Vail municipal and community energy use by 20% below 2006 levels by 2020, in order to effectively reduce the Town’s contribution to greenhouse gas emissions and impact on global climate change. Goal #3 – Ecosystem Health: Ensure that the natural environment, specifically air and water quality, water quantity, land use and habitat are maintained to current or improved levels of biological health. Goal #6 – Transportation – Reduce the environmental impact of transportation by supporting efforts within the Eagle Valley to decrease total Vehicle Miles Traveled (VMT) by commuters and guests by 20% by 2020. 2018 Open Lands Plan Update The entire 23-acre parcel is listed in the Action Plan of the document as parcel #23 and states the following: Purpose – Protect environmentally sensitive land from development and or mitigate development impacts on environmentally sensitive land. Action – Acquire parcel if not developed by the land owner. If a development application is submitted and approved, work with the land owner to establish a conservation easement on the approximate 17 acres of Natural Area Preservation property, and further mitigate for wildlife and other environmentally sensitive issues on the approximate 5 acres of developable property. July 5, 2022 - Page 572 of 885 Other Information – If the land owner were to decide not to develop this land at their sole discretion, the Town should take steps to acquire the property or work with the land owner to protect the land from development. This approximately 23 acre parcel is within bighorn sheep range and should be evaluated for habitat and rockfall hazards. The parcel had been incorrectly identified as unplatted open space in the 1994 Open Lands Plan. During the process of updating this plan, the land owner was confirmed, and applied for and received approval for subdivision and rezoning of the parcel to approximately 17 acres Natural Area Preservation and approximately 5 acres Housing. Conditional Use Permit Dwelling units that are not deed restricted are allowed by Conditional Use Permit in the Housing Zone District. In addition to the Conditional Use Criteria, there are four use specific criteria that must be evaluated by the Planning and Environmental Commission. Conditional Use Permit Criteria: 1. Relationship and impact of the use on development objectives of the town. Applicant Response: As detailed in the response to Design Criteria F above, the development of workforce housing is one of the top priorities and objectives of the Town. Allowing the 12 dwelling units without deed restrictions provides a subsidy to allow the development of the remaining 61 units of deed restricted workforce housing. While the number of unrestricted units is just 16% of the total number of dwelling units, the GRFA is 30% of the total GRFA. The proposal, as demonstrated in the sections above, clearly implements the Town’s goals and objectives by balancing the need for workforce housing with the mitigation of impacts to the environment. 2. Effect of the use on light and air, distribution of population, transportation facilities, utilities, schools, parks and recreation facilities, and other public facilities and public facilities needs. Applicant Response: As detailed in the responses above to the design criteria, the proposed 12 unrestricted dwelling units will have little additional impact to the issues listed in this criterion. The units are being developed at a density that allows ample separation of buildings to allow adequate light and air. The proposed location of the 12 dwelling units is within the eastern half of the Town and allows for adequate distribution of the population in the Town. The development will bring more ridership on buses allowing the Town’s bus system to run more efficiently. The goal of the Town is to have more bus ridership and less cars requiring parking and otherwise impacting the environment. Utilities, schools, and park and recreation facilities within the Town and servicing the site have capacity to accommodate these 12 units. The proposal is consistent with this criterion and has limited impacts on the issues listed. 3. Effect upon traffic, with particular reference to congestion, automotive and pedestrian safety July 5, 2022 - Page 573 of 885 and convenience, traffic flow and control, access, maneuverability, and removal of snow from the streets and parking areas. Applicant Response: As detailed in the responses above to the design criteria, the proposed 12 unrestricted dwelling units will have little additional impact to the issues listed in this criterion. While the additional 12 dwelling units will generate minimal additional traffic, the North Frontage Road and I-70 have sufficient capacity to accommodate not only these 12 dwelling units but the entire project as evidenced in the Transportation Impact Study provided with this application. The site plan has been developed to allow for code compliant access and allows for adequate traffic flow and maneuverability. Code compliant snow storage areas have been provided onsite so that snow storage is not impacting the street. Pedestrians paths and circulation have been provided throughout the property allowing for multiple routes for access to the street and transportation facilities. The proposal complies with this criterion. 4. Effect upon the character of the area in which the proposed use is to be located, including the scale and bulk of the proposed use in relation to surrounding uses. Applicant Response: As detailed in the responses above to the design criteria, the proposed 12 unrestricted dwelling units will have little additional impact to the issues listed in this criterion. The property is zoned Housing Zone District thus anticipating the development of housing on the property. The overall density of the proposal, including the 12 unrestricted units, is 13.5 units per acre if you count EHUs as part of the density calculation. The density, which relates to bulk and scale is consistent with other multiple family developments in the East Vail area. The character of these 12 dwelling units, is consistent with the character of East Vail and compatible with the immediate topography. 5. Such other factors and criteria as the commission deems applicable to the proposed use. Applicant Response: The other factors and criteria that the commission must address are the specific criteria found in the Housing Zone District when considering the addition of unrestricted dwelling units as listed below: A. Dwelling units are created solely for the purpose of subsidizing employee housing on the property, and Applicant Response: These 12 dwelling units are critical to the project and provide a subsidy that allows the project to be constructed. B. Dwelling units are not the primary use of the property. The GRFA for dwelling units shall not exceed thirty percent (30%) of the total GRFA constructed on the property, and Applicant Response: These 12 dwelling units are not the primary use of the property and represent 16% to the total unit count and do not exceed 30% of the total GRFA on the property. July 5, 2022 - Page 574 of 885 C. Dwelling units are only created in conjunction with employee housing, and Applicant Response: These 12 dwelling units are being developed in conjunction and in proportion to the employee housing. D. Dwelling units are compatible with the proposed uses and buildings on the site and are compatible with buildings and uses on adjacent properties. Applicant Response: As evidenced from the proposed site plan and architectural drawings and as further described herein, these 12 dwelling units are compatible with the other buildings being proposed and with buildings and uses on adjacent properties. Applicant Request of the Planning & Environmental Commission As the last undeveloped, sizeable Housing parcel in TOV, the EVWHS is the most meaningful local’s housing opportunity within the Town of Vail today. With 73 new homes, the proposed Booth Heights community will accomplish more than 7% of TOV’s 10-year housing goal as identified in the Vail Housing 2027 Strategic Plan. The project has been designed with sensitivity to wildlife as the fundamental driver in the plan and will include commitments to open space, wildlife enhancement, and ongoing protections for wildlife. Taken in conjunction with TOV’s own ongoing wildlife enhancement in East Vail, the development serves as a model project to create much needed housing in an environmentally sensitive manner. In closing, the applicant believes that it has successfully demonstrated compliance with the Development Standards and Criteria for Evaluation for development in the Housing district as illustrated on the proposed plans and through our response to the six design criteria above. Therefore, the applicant requests that the TOV Planning & Environmental Commission approve the development plan for the Booth Heights community. July 5, 2022 - Page 575 of 885 P. 970.688.5057 12 Vail Road, Suite 700, Vail, CO 81657 To: Town of Vail PEC From: Michael O’Connor, Triumph Development West RE: Booth Heights Revised Wildlife Mitigation Plan with TOV Biologist Recommendations Date: August 9, 2019 This memo serves to outline the process and outcomes that resulted from the Town of Vail’s review of the Booth Heights Wildlife Mitigation Plan. This review was conducted by Town Staff, Colorado Parks and Wildlife, and the three wildlife biologists engaged by the Town of Vail, as well as the applicant and its biologist, Rick Thompson. This discussion was conducted via three meetings of the group on July 19, July 26 and August 5 – with the final results of the review provided to the applicant on August 7. The discussion of the group was comprehensive in nature – focusing first on potential challenges encountered by the big horn herd on its entire winter range and enhancements that can be pursued on public lands, as well as specific design recommendations for the Booth Heights plan and options that would allow the applicant to improve upon its proposed offsite mitigation plan to increase the benefits to the bighorn winter range in partnership with the Town of Vail. In the paragraphs below, Triumph has summarized its support for the recommendations of this roundtable on the steps that can help address the long-term health of wildlife in the Booth Creek vicinity, as well as the components of the applicant’s proposed revisions to the mitigation plan based on these conversations (items that are changes to the original proposed triumph mitigation plan are highlighted in green italics). Booth Heights Design Criteria Reducing Potential Impacts: • Development Clustering – Concentrate development onto the front of the Housing Parcel. • Parcel Access – Vehicular access from the west to work with natural grade. • Rockfall Berm – Utilize the rockfall berm as a buffer and physical barrier between wildlife and the new development. At the recommendation of the Town of Vail’s biologists, this berm will be screened from townhomes with a row of aspens and replanted with native grasses and forbs that could provide additional sheep winter foraging habitat. This berm will be built in the first phase of construction with final landscaping completed prior to the first buildings’ Certificate of Occupancy. • Development Buffer – In addition to the berm, add landscape screening at the west and north of the driveway to provide additional screening. • Aspen Screening - Utilize the existing aspen forest to the north and west of the site to buffer the development improvements. • Setback from the Right of Way – Setback 20’ from the property line. The applicant has also adjusted the landscape plan to identify areas that trees can be saved in this front setback and ROW. July 5, 2022 - Page 576 of 885 www.triumphdev.com • Minimize Internal Parks and Parking - To keep the footprint of development small. • Tree Clearing - along and above the berm to allow east-west wildlife passage. • Do Not Inhibit East West Wildlife Movement at the Right of Way – Applicant is proposing no major cut slope, structures or paths across the front of the site. • Fencing – At the recommendation of the Town’s biologists, the proposed fencing has been removed from the initial site plan. CPW has asked to maintain the ability to add a fence at a later date. The applicant proposes that this can be accomplished by granting an easement to the Town of Vail for the installation and maintenance of a wildlife fence at CPW’s election. • New Bus Stop Location – Wildlife biologists favor using the existing East Vail bus stop and not building a new bus stop as proposed in the application. The Town’s Public Works department requests that a full movement bus stop be installed at the site for pedestrian and vehicular safety. The only location where natural grade in the ROW will allow this stop is at location on the west end of the site. Due to the public safety concerns of Public Works, the applicant is proposing this new west bus stop location with landscaping at the rear to buffer the bus stop from the surrounding open space. Wildlife Mitigation Plan Winter Range Enhancement • Conservation Easement on the NAP Parcel – At the recommendation of the Town’s biologists, Triumph will commit to placing a Conservation Easement on the NAP parcel prior to the issuance of the first Building Permit. This Conservation Easement will need to retain the right to make certain work on the NAP parcel that facilitates the development of the Housing Parcel, such as ongoing wildlife enhancements, geotechnical monitoring, and possible soil stabilization. • Enhancement on the NAP Parcel – While the CPW and the Town of Vail’s wildlife biologists all agree that the NAP parcel is valuable wildlife habitat – particularly for elk, deer, bears, and birds – they concluded that resources should be focused on other higher-quality winter range for bighorn sheep. At the recommendation of the Town’s wildlife biologists, Triumph will limit the enhancement of the NAP to pruning of overgrown shrubs to improve winter elk foraging habitat. • Equivalent Wildlife Enhancement on Higher Quality Bighorn Winter Range – The biologist roundtable recommended that treatments and habitat enhancements be focused around prime bighorn sheep ranges that are not on the Booth Heights development site (e.g. Booth Creek cliffs on the east and west sides of Booth Creek TOV and USFS habitat). Triumph will work with the Town of Vail Staff and CPW to identify alternate areas of enhancement that can be pursued by the Town of Vail with funds provided by Triumph as outlined below. This work could be extended onto Forest Service property with USFS permission through a Categorical Exclusion that the Applicant and the Town of Vail will continue to pursue together. As an example, the team identified these areas between the upper and lower band of booth cliffs that have been overgrown with Aspen as shown on the below photo: July 5, 2022 - Page 577 of 885 www.triumphdev.com Construction-Related Minimization Measures • Heavy site construction including clearing, excavation, grading, retaining wall construction, and berm construction will only be performed from June 1 through November 14. The June 1 start date will be reviewed and modified with CPW based on the severity off the winter and availability of other forage and lambing areas. • Prohibit construction personnel from bringing animals onto the site as allowed by law, feeding wildlife, and certified bear-proof trash receptacles for food refuse. • No rock blasting will be performed until July 31 or until peregrine fledging of nearby nests. Wildlife Requirements for Residents of the East Vail Workforce Housing Parcel to Minimize Human Habitation Relative Impacts • Short-term rentals will be prohibited. • No planting of garden fruit/nut bearing trees and bird feeders will not be allowed. • No additional roads or trails will be built on the undeveloped portion of the entire East Vail Workforce Housing Subdivision. Social trails will be deconstructed and the neighboring landowner (e.g. Town of Vail) will be notified of the trespassing. • Signage around the property notifying residents and guests of the Important Surrounding Wildlife Area and the prohibition of access to these properties from the site. • Education program for the residents of Booth Heights about the Important Surrounding Wildlife Areas and Wildlife protections incorporated into all leases and HOA Documents. • No outside overnight storage of garbage or trash at the residences. • Implement a weed management program to discourage the growth of noxious weeds. • Prohibition of flying drones on or around the property. July 5, 2022 - Page 578 of 885 www.triumphdev.com • All pets will be prohibited at rental properties, except as required by law. • Pets of guests, families and contractors will be prohibited, except as required by law. • No resident-occupied townhome will have more than one dog, except as required by law. • All livestock, including domestic sheep and goats, are prohibited. • Animals must be under direct control of its owner at all times on a leash of no more than 12 feet (unless the duties of the service animal require it to be unleashed). • The walking of animals within the property shall be confined to the developed areas below the berm. All residents will pick up after their animal. Pets shall not be fed outside. No pets shall be permitted to chase animals. • No animal will be permitted to be a public nuisance, such as excessive barking, as determined by the HOA at its discretion. • Policies and procedures for enforcement and fines as well as education of the residents will be as outlined in detail in the applicant’s Wildlife Mitigation Plan and will be documented in the HOA documents and/or residential leases. The applicant also will grant the Town of Vail the ability to enforce these fines on its behalf of the owner and HOA at the Town of Vail’s election. Wildlife Enhancement Recommendations to TOV, CPW, and USFS on the 1880-acre Winter Range • Establish a Colorado Wildlife Habitat Enhancement Special District • Establish a mitigation fund for enhancement and protection of bighorn sheep habitat. Triumph will contribute $100,000 in seed money upon the issuance of the first certificate of occupancy for the establishment of this fund and these funds could be used on items outlined below. • Fund a bighorn sheep movement study in cooperation with CPW, USFS, and the proponent to determine how sheep are using the Booth Creek areas. [Possible use of Triumph seed money] • Consider fertilization. It might be wise to do a treatment/control study to determine efficacy of treatments. [Possible use of Triumph seed money] • Treat burn areas with herbicide effective in preventing native vegetation from being replaced by cheatgrass and other noxious weeds post-burn. [Possible use of Triumph seed money] • Encourage CPW to update current CPW sheep mapping to reflect the current distribution and use patterns. • Burn or cut, stack, and burn to open-up aspen woodlands to create and maintain important surrounding wildlife areas. Burning will be most effective and cheapest alternative. Investigate methodologies to allow for prescribed fire. [Possible use of Triumph seed money as discussed above] • Prohibit bike paths and sidewalks along the frontage road in the Booth Creek area. • Work with USFS and TOV to set up a winter closure on the Booth Creek area to prevent human recreation use. • Work with USFS to prohibit dogs year-round on the Booth Creek area. • Cut/maintain winter sheep movement corridors suggested in the 1998 USFS habitat plan. July 5, 2022 - Page 579 of 885 www.triumphdev.com • Consider using salt or other supplements to keep bighorn sheep away from the frontage road and I-70. During construction of the development and in the event of a severe winter, Triumph will share the cost of feeding the bighorn herd in the immediate vicinity of the Booth Cliffs at the election and direction of CPW. • Town of Vail to use its authority as a municipality and property owner to enact and enforce protective restrictions on nearby important surrounding wildlife habitat at appropriate times during the year, including, but not limited to, closing Town property that includes bighorn winter range to access (e.g. the Town property to the west) and assisting property owners with policing trespassing (e.g. the NAP Parcel). July 5, 2022 - Page 580 of 885 INTERSTATE HIGHWAY 70EX-GASEX-GASEX-GASEX-UEEX-UEEX-TEX-TEX-TEX-TEX-TEX-TEX-TEX-TEX-TEX-TEX-TEX-CABLEEX-CABLEEX-CABLEEX-CABLEEX-CABLEEX-CABLEEX-CABLEEX-CABLEEX-CABLEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-SSEX - S S EX-WEX-WEX-WEX-WEX-WEX-WEX-WEX-WEX-WEX-WEX-WEX-WINTERSTATE HIGHWAY 70EX-GASEX-UEEX-TEX-CABLEEX-SSEX-WJuly 5, 2022 - Page 581 of 885 1 Town of Vail Attn: Tom Kassmel 75 S. Frontage Road Vail, CO 81657 May 21, 2019 Re: East Vail Residential Parking Analysis – Affordable Housing Apartments Vail, Colorado Purpose: This memorandum was developed to give a recommendation for the affordable housing apartments being proposed as part of Triumph’s East Vail Residential development project. The recommendation is based upon two methodologies. Institute of Transportation Engineers’ (ITE) parking demand data Local parking rates at comparable apartment complexes National Parking Rate: The Institute of Transportation Engineers’ Parking Generation Manual1 states that the average peak period parking demand for a mid‐rise apartment (Land Use #221) is 1.31 vehicles per dwelling unit. The statistic is given based upon the 95th Percent Confidence Interval for a nationwide study of 73 apartment complexes. The 95th Percent Confidence Interval indicates that there is a 95% likelihood that the parking demand will fall within 1.26 to 1.36 parking spaces per unit. These rates were taken in general urban/suburban multifamily complexes throughout the United States. These complexes do not necessarily have the same access to transit, employee workforce, and restricted workplace parking that the East Vail Residential residents will likely experience. The Parking Generation Manual does not specify the number of bedrooms for the multifamily units, but given the broad range of studies, it is anticipated that the individual studies contained a mix of 1, 2, and 3‐bedroom units. The statistical analysis on this data set is considered good with a low coefficient of variation of 17%. Observed Local Parking Rate: As stated in the Parking Generation Manual, “The quality and quantity of parking demand data vary significantly by land use code. The Parking Generation Manual should be considered only the beginning point of information to be used in estimating parking demand. Local conditions and area type can influence parking demand. The wide array of data in the manual blends many site conditions and may not best reflect a particular local condition. Therefore, a survey of a site in a comparable local condition should always be considered as one potential means to estimate parking demand.” Therefore, local data provides a more accurate representation of parking for Vail’s local workforce housing. The Lions Ridge and Timber Ridge Apartments in Vail have similar characteristics to the proposed residential apartments. They primarily serve work force housing, have similar amenities, and have direct access to Vail’s transit system. The site is located within walking and bus proximity to recreation and 1 Parking Generation Manual, 5th Edition, Institute of Transportation Engineers, 2019 July 5, 2022 - Page 582 of 885 2 amenities. Residents of both properties typically have restricted workplace parking. The East Vail Residential development is proposing to have managed parking, like the Lions Ridge and Timber Ridge Apartments. The design team performed observations at the comparable Lions Ridge and Timber Ridge Apartments on Thursday, February 28 and Friday, March 1, 2019. The data collection included the total number of parking spaces and number of parked cars. It snowed overnight on February 28, therefore there was evidence of vehicles that had been parked onsite overnight but had been moved before 7:15am. These vehicles are included in the overnight count data. Name Units (du) Parking Spaces Observed Parking1 Evening Overnight 2/28/19 @ 6:15pm 3/1/2019 @ 7:15am2 Timber Ridge and Lions Ridge Apartments Vail, CO 210 Cars Parked 153 189 Evidence of Overnight Parking N/A 33 Open Spaces 94 25 Total Parking Spaces 247 247 Total Parking Spaces Per Unit 1.18 Observed Parking Rate per Unit 0.73 1.06 1Data was collected onsite February 28 and March 1, 2019. 2It snowed overnight. Therefore, several spaces had evidence of cars parked overnight that had left before the 7:15am data collection. The observed parking rate was 0.73 vehicles per unit in the evening and 1.06 vehicles per unit overnight. Overall, it was observed that the Timber Ridge and Lions Ridge Apartments have excess parking, as not all the available spaces were utilized overnight. Proposed Parking Rate: The parking rate for this facility is best determined by using local parking data. Triumph Development is proposing to provide 44 parking spaces for 42 affordable housing apartments. This equates to a parking rate of 1.05 per unit. This rate has an insignificant difference to the observed Timber Ridge and Lions Ridge parking demand of 1.06. Therefore, with proper parking management, it is anticipated that a parking rate of 1.05 spaces per unit will be adequate for the proposed workforce housing facility. Please call if you would like any additional information or have any questions regarding this matter. Sincerely, McDowell Engineering, LLC Kari J. McDowell Schroeder, PE, PTOE Traffic Engineer July 5, 2022 - Page 583 of 885 East Vail Workforce Housing Subdivision Eagle County, Colorado prepared for: Triumph Development 12 Vail Road, Suite 700, Vail, CO 81657 prepared by: Western Ecological Resource, Inc. 711 Walnut Street, Boulder, CO 80302 May 2019 Environmental Impact Report July 5, 2022 - Page 584 of 885 Environmental Impact Report East Vail Workforce Housing Subdivision Eagle County, Colorado Signature Page prepared for: Triumph Development 12 Vail Road, Suite 700, Vail, CO 81657 prepared by: ~vJ L_ David Johnson, r.e ident Western Ecological Resource, Inc. 711 Walnut Street, Boulder, CO 80302 May 2019 July 5, 2022 - Page 585 of 885 Table of Contents Section / Title Page 1.0 Introduction .................................................................................................................................. 1 2.0 Existing Environment ..................................................................................................................... 1 2.1 Hydrology ................................................................................................................................. 1 2.1.1 Surface Water ..................................................................................................................... 1 2.1.2 Groundwater ....................................................................................................................... 1 2.2 Atmospheric Condition .............................................................................................................. 1 2.3 Geology & Hazards ................................................................................................................... 2 2.3.1 Geology .............................................................................................................................. 2 2.3.2 Geologic Hazards ............................................................................................................... 3 2.4 Soils ........................................................................................................................................... 3 2.5 Vegetation Resources ................................................................................................................. 4 2.5.1 Vegetation Types ................................................................................................................ 4 2.5.2 Federally Listed & Species of Concern ................................................................................ 4 2.6 Wildlife Resources ..................................................................................................................... 5 2.6.1 Habitats Present and Project Setting .................................................................................... 5 2.6.2 Focal Wildlife Species of Concern ...................................................................................... 6 2.6.3 Other Wildlife Groups ...................................................................................................... 12 2.7 Noise ....................................................................................................................................... 16 2.8 Odors ...................................................................................................................................... 17 2.9 Visual Resources ...................................................................................................................... 17 2.10 Land Use ............................................................................................................................... 17 2.11 Access & Transportation ........................................................................................................ 17 2.12 Population ............................................................................................................................. 17 3.0 Proposed Project ......................................................................................................................... 17 3.1 Buildings & Parking ................................................................................................................. 17 3.2 Natural Area Preservation ........................................................................................................ 17 3.3 Access & Traffic ....................................................................................................................... 17 3.4 Utilities .................................................................................................................................... 18 3.5 Bus Station ............................................................................................................................... 18 3.6 Drainage Plan .......................................................................................................................... 18 4.0 Impacts & Mitigation ................................................................................................................... 18 4.1 Hydrology ............................................................................................................................... 18 4.1.1 Surface Water ................................................................................................................... 18 4.1.2 Groundwater ..................................................................................................................... 18 4.2 Atmospheric Condition ............................................................................................................ 18 4.3 Geology & Hazards ................................................................................................................. 18 4.3.1 Rockfall & Debris Flow ..................................................................................................... 18 4.3.2 Existing Landslide ............................................................................................................. 19 4.4 Soils ......................................................................................................................................... 19 4.5 Vegetation Resources ............................................................................................................... 20 4.5.1 Vegetation Types .............................................................................................................. 20 4.5.2 Wetlands ........................................................................................................................... 20 4.6 Wildlife Resources ................................................................................................................... 20 4.6.1 Focal Wildlife Species of Concern .................................................................................... 22 4.6.2 Other Wildlife Species and Groups ................................................................................... 24 4.7 Noise ....................................................................................................................................... 25 4.8 Odors ...................................................................................................................................... 25 4.9 Visual Resources ...................................................................................................................... 25 4.10 Land Use ............................................................................................................................... 25 4.11 Access & Transportation ........................................................................................................ 25 July 5, 2022 - Page 586 of 885 Table of Contents (continued) Section / Title Page 4.12 Population ............................................................................................................................. 26 5.0 Cumulative & Long-term Effects and Irreversible Environmental Changes ................................... 27 5.1 Hydrology ............................................................................................................................... 27 5.1.1 Surface Water ................................................................................................................... 27 5.1.2 Groundwater ..................................................................................................................... 27 5.2 Atmospheric Condition ............................................................................................................ 27 5.3 Geology & Hazards ................................................................................................................. 27 5.4 Soils ......................................................................................................................................... 27 5.5 Vegetation Resources ............................................................................................................... 27 5.5.1 Vegetation Types .............................................................................................................. 27 5.5.2 Wetlands ........................................................................................................................... 27 5.6 Wildlife Resources ................................................................................................................... 27 5.7 Noise ....................................................................................................................................... 28 5.8 Odors ...................................................................................................................................... 28 5.9 Visual Resources ...................................................................................................................... 28 5.10 Land Use ............................................................................................................................... 28 5.11 Access & Transportation ........................................................................................................ 28 5.12 Population ............................................................................................................................. 28 6.0 Figures ......................................................................................................................................... 29 7.0 References ................................................................................................................................... 46 Appendix A. Colorado Department of Public Health & Environment Correspondence – Background Estimates for Air Pollution in Project Site .............................................................................. A1-A2 Appendix B. IPaC Resource List................................................................................................. B1-B10 July 5, 2022 - Page 587 of 885 List of Figures Number / Title Page Figure 1. Project Location Map. ......................................................................................................... 30 Figure 2. Aerial View of Project Site .................................................................................................. 31 Figure 3. Wetland Map ...................................................................................................................... 32 Figure 4. Geology Map ...................................................................................................................... 33 Figure 5. Official Rockfall Hazard Map ............................................................................................. 35 Figure 6. Potential Debris Flow Channels .......................................................................................... 36 Figure 7. Landslide Map .................................................................................................................... 37 Figure 8. Important bighorn sheep seasonal ranges in the vicinity of the East Vail parcel. ................. 38 Figure 9. Active peregrine falcon nesting cliff complex and surrounding 0.5-mile buffer................... 39 Figure 10. Elk winter range in the vicinity of the East Vail parcel. ...................................................... 40 Figure 11. Black bear summer concentration area and human/bear conflict area). ............................ 41 Figure 12. Proposed Development Plan ............................................................................................ 42 Figure 13. Typical Sections – Rockfall Barrier.................................................................................... 43 Figure 14. Wildlife habitats affected on and adjacent to the 5.4-acre East Vail parcel. ....................... 44 Figure 15. Bighorn Sheep Winter Range Enhancement...................................................................... 45 List of Tables Number / Title Page Table 1. Ambient Air Concentration Estimates..................................................................................... 2 Table 2. Federally listed and proposed animal species that may be affected by the East Vail Workforce Housing project. ........................................................................................................................ 12 Table 3. USFS sensitive animal species that occur on the WRNF and the rationale for potential project effects related to the East Vail Workforce Housing project. ........................................................ 13 Table 4. Proposed East Vail Residential Trip Generation Analysis ..................................................... 26 Table 5. Population Projection .......................................................................................................... 26 July 5, 2022 - Page 588 of 885 Technical Reports and Supporting Documents Used to Prepare the EIR TR-1. Preliminary Subsurface Exploration, East Vail Housing Rock Mitigation and Geotechnical Study Prepared by William H. Koechlein, P.E., Senior Consultant, Cesare, Inc., 7108 South Alton Way, Building B, Centennial, CO 80112, November 14, 2018. TR-2. Rockfall Hazard Study, East Vail Parcel Prepared by Julia M. Frazier, P.G., Senior Geologist, Cesare, Inc., 7108 South Alton Way, Building B, Centennial, CO 80112, June 19, 2017. TR-3. East Vail Parcel Geologic Hazard Analysis – Review of Updated Site Plan Prepared by Julia M. Frazier, P.G., Owner, Skyline Geoscience, Golden, CO, May 24, 2019. TR-4. Wetland Delineation Report, East Vail Workforce Subdivision Prepared by Heather Houston, Owner, Birch Ecology, LLC, 429 Main Street, Lyons, CO 80540, February 2019. TR-5. Wildlife Monitoring Report for the East Vail Workforce Housing Parcel Prepared by Richard W. Thompson, Certified Wildlife Biologist, Western Ecosystems, Inc., 905 West Coach Road, Boulder, CO 80302, August 2018. TR-6. East Vail Peregrines – 2018 Nesting Attempt to Date Prepared by Richard W. Thompson, Certified Wildlife Biologist, Western Ecosystems, Inc., 905 West Coach Road, Boulder, CO 80302, June 18, 2018. TR-7. Booth Heights Neighborhood at the East Vail Workforce Housing Subdivision – Architectural Plans Prepared by Triumph Development, 12 Vail Road, Suite 700, Vail, CO 81657, June 10, 2019. TR-8. East Vail Housing – Civil Plans Prepared by Alpine Engineering, Inc., 34510 Hwy 6, Unit A9, PO Box 97, Edwards, CO 81632, February 21, 2019. Revised May 22, 2019. TR-9. Transportation Impact Study for Triumph Development’s East Vail Residential Prepared by Kari J. McDowell Schroeder, PE, PTOE, McDowell Engineering, LLC, PO Box 4259, Eagle, CO 81631, February 14, 2019. Revised May 21, 2019. TR-10. Wildlife Mitigation Plan for the East Vail Workforce Housing Project Prepared by Richard W. Thompson, Certified Wildlife Biologist, Western Ecosystems, Inc., 905 West Coach Road, Boulder, CO 80302, May 2019. July 5, 2022 - Page 589 of 885 1 1.0 Introduction Triumph Development has plans to develop a subdivision on a triangular-shaped undeveloped 23.3- acre land parcel located immediately north of the East Vail Interstate 70 (I-70) Interchange in the town of Vail, Colorado. The project purpose is to build a new multi-family community and preserve and enhance wildlife winter range. The East Vail Workforce Subdivision would be developed on 5.4 acres on the west end of the parcel, which is zoned H for Housing. The 17.9 acres to the east, which is zoned NAP (Natural Area Preservation), would be preserved and enhanced for wildlife. The triangular-shaped project site is bordered by the White River National Forest (WRNF) to the north and east. Fall Line Drive and North Frontage Road form the southern boundary. A retaining wall with wooden beams extends along a portion of the southern project boundary. The Pitkin Creek Townhomes are located near the southeast corner of the project site. Specifically, the project is located in the southeast 1/4 of Section 2, Township 4 South, Range 80 West of the 6th P.M. See Figures 1 and 2. The 23.3-acre undeveloped project site is located on a south-facing slope that ranges in elevation from a low of 8374 feet on the west end to a high of 8940 on the northeast end of the site. The site has slopes that range from 7 to over 45 degrees. However, the slope of the proposed development area is less than 30 degrees. The elevations of the proposed development area on the west end of the project site range from a low of 8374 feet to a high of 8532 feet. This Environmental Impact Report (EIR), as per Town of Vail’s Chapter 12 Environmental Impact Report Guidelines, describes the existing environment of the project site, presents details of the proposed development plan, evaluates potential impacts and mitigation, and assesses cumulative, long-term and irreversible environmental change associated with the proposed development. Numerous technical reports prepared for the proposed development were used to prepare the various sections of this EIR. These reports are referenced in the text and are available as separate attachments to this document. 2.0 Existing Environment 2.1 Hydrology 2.1.1 Surface Water The west end of the project site is bisected by a 2-foot wide and 68-foot long ephemeral stream which conveys snowmelt and stormwater runoff to a 24-inch culvert located south of the project boundary. This culvert conveys the water south toward Gore Creek. See Figure 3. The perennial Pitkin Creek is located in an incised drainage east of the project site and the perennial Booth Creek is located in a drainage west of the project site. See Figure 1. The area upslope of the development parcel contains a network of erosional drainage channels that convey water from snowmelt and precipitation events toward the project site. See Figure 6. 2.1.2 Groundwater Cesare, Inc. (2018) excavated nine exploratory pits up to 10 feet deep throughout the development area of the project site. None of the pits encountered groundwater. See Technical Report 1 (TR-1). However, soil saturation is present near the surface in a small wetland seep located along the east boundary of the development parcel. See Figure 3. 2.2 Atmospheric Condition The Colorado Department of Public Health and Environment (CDPHE) provided data on the estimated ambient air concentrations of six air pollutants for the East Vail Workforce Subdivision project site (Chick, 2018). See Table 1. Please note, local air monitoring data do not exist for Vail, Colorado; therefore, Ms. Chick developed best estimates for the general geographic area using available CDPHE data. The analysis concludes that the estimated levels of carbon monoxide, ozone, sulfur dioxide, July 5, 2022 - Page 590 of 885 2 nitrogen dioxide, particulate matter, and lead are below state and federal standards for these pollutants for the area of the project site. The undeveloped project site does not generate any gaseous or particulate pollutants. See Appendix A. Table 1. Ambient Air Concentration Estimates East Vail Workforce Subdivision, Vail, Colorado Pollutant Averaging Time Standard Estimate Data Source Carbon Monoxide (CO) 1 Hour Second Maximum 35 ppm 2 ppm Grand Junction, 2015 - 2017 8 Hour Second Maximum 9 ppm 1 ppm Ozone (O3) 8 Hour Fourth Maximum 0.070 ppm 0.064 ppm Glenwood Springs, Feb - Dec 2015 Sulfur Dioxide (SO2) 1 Hour 99th Percentile 0.075 ppm 0.012 ppm RM Steel Print Shop, Pueblo, 2013 - 2015 3 Hour Second Maximum 0.05 ppm 0.008 ppm Nitrogen Dioxide (NO2) Annual Mean 0.053 ppm 0.005 ppm Glenwood Springs, Feb - Dec 2015 1 Hour 98th Percentile 0.100 ppm 0.0333 ppm Particulate Matter Less Than 10 Microns (PM10) 24 Hour Second Maximum 150 ug/m3 40 ug/m3 Glenwood Springs, Feb - Dec 2015 Particulate Matter Less Than 2.5 Microns (PM2.5) Annual Mean 12.0 ug/m3 5 ug/m3 Glenwood Springs, Feb - Dec 2015 24 Hour 98th Percentile 35 ug/m3 13 ug/m3 Lead Rolling 3-Month Average 0.15 ug/m3 0.006 ug/m3 Denver Municipal Animal Shelter, 2009 Data provided by Nancy Chick, Environmental Protection Specialist, Air Pollution Control Division, Colorado Department of Public Health and Environment. See AppendixA. 2.3 Geology & Hazards Cesare, Inc. (2017) describes the geology and geologic hazards of the project site in the Rockfall Hazard Study, East Vail Parcel, which is appended to this report. Skyline Geoscience’s Geologic Hazard Analysis (2019) also documents the geology and the geologic hazards. The geology and geologic hazards described below are taken from these reports. See TR-2 and TR-3. 2.3.1 Geology The site is underlain by surficial units comprised of artificial fill, colluvium, landslide deposits, and till of the Pinedale glaciation. See Figure 4. The artificial fill is associated with the construction of Fall Line Drive along the southern project boundary. The bedrock underlying with site is mapped as the Minturn Formation (Kellogg and others, 2003; Kellogg and others, 2011). Landslide deposits cover most of the central portion of the project site, and colluvium occurs along the north project boundary. The western end of the project site where development would occur is characterized by the Lower Member of the Minturn Formation and includes conglomerate, sandstone, siltstone, shale, and may contain granite. The eastern end of the project site is characterized by the Robinson Limestone Member of the Minturn Formation, which is comprised of marine limestone and dolomitic limestone. July 5, 2022 - Page 591 of 885 3 2.3.2 Geologic Hazards The Town of Vail’s official Rockfall Hazard Map (Figure 5) shows that all of the project site is mapped as a High Severity Rockfall Zone. Vail’s official Debris Flow Hazard Map identifies debris flows in the town of Vail, but not on the project site. However, the geologic hazards addressed in the Geologic Hazard Analysis (Skyline Geoscience, 2019; TR-3) include debris flows, rockfall, and an existing landslide on the project site. Cesare (2017) states that rock outcrops, a rockfall source zone, occur upslope of the project site and have the potential to impact the site and the proposed development. The stability of the rock mass is generally influenced by the underlying support provided by the rock mass and the structural nature of the rock, including the orientation and spacing of discontinuities. After a rock dislocates from a rock mass, the controlling factors for how far the rock will travel downslope include characteristics of the falling rock (composition, size and shape), characteristics of the slope (form, length and angle), the presence or absence of obstructions on the slope, and the height of the initial fall. The rocks exposed upslope of the project site contain fractures and thin layers of siltstone and shale. As time passes, cracks can be enlarged by weathering of the rock, accumulation of soil and vegetation growth, and the forces associated with freeze-thawing of moisture within the cracks. According to Skyline Geoscience (2019), there is the potential for debris flows at the site. Review of a detailed terrain surface derived from the LiDAR (Light Detection and Ranging) and of aerial photographs of the project site and surrounding area indicates the potential for debris flows. Incised channels with seasonal flowing water are present on the west side of the site (the development area) and on the slopes above, are evidence of active erosive processes. An intense, prolonged precipitation event or rapid snowmelt has the potential to trigger a fast-moving, hyper-concentrated debris flow. Modifications to the existing natural condition my increase the debris flow susceptibility. See Figure 6. Landslide deposits in the area occur on unstable slopes typically underlain by Minturn Formation shale, siltstone, claystone, or glacial till, and are largely considered inactive. Cesare mapped the extent of a large landslide which originates upslope of the project site and encompasses most of the eastern portion of the project site, but does not extend into the development area. See Figure 7. The Gore fault, located about 500 feet northeast of the project, is not considered to be active. See Figure 4. 2.4 Soils Soils at the project area have not been mapped by either the U.S. Forest Service (USFS) nor the Natural Resource Conservation Service. Three soils onsite were described to about 20 inches in depth for the wetland delineation which was conducted on October 24, 2017. The upper horizons of these soils were dark colored (organic rich), fine-loamy, probably deep, and formed from slope alluvium and colluvium derived from sedimentary rocks. The Millerlake soil, which has been mapped by the USFS nearby at Vail Mountain Resort, matches the soils on the project site. The Millerlake soil commonly supports aspen stands, much like those on the project site. The Millerlake soil belongs to the fine-loamy, mixed, superactive, Pachic Argicryolls family. It is very deep (greater than 60 inches), well drained, and formed from slope alluvium derived from sedimentary rocks. Runoff is medium to rapid, permeability is moderately slow, and available water holding capacity is moderate. Typically, the surface layers are very dark or dark brown loam and clay loam at least 16 inches thick, and below that is clay loam and loam. In the project area, the soils likely have some rocks in the deeper profile. July 5, 2022 - Page 592 of 885 4 2.5 Vegetation Resources 2.5.1 Vegetation Types The project site is characterized by an Aspen Forest (Populus tremuloides) with a variable density of aspen and two small wetlands. Aspen Forest. The Aspen Forest is classified as a Quaking Aspen / Saskatoon Serviceberry – Mountain Snowberry / California Brome (Populus tremuloides / Amelanchier alnifolia – Symphoricarpos oreophilus / Bromus carinatus) Forest (NatureServe, 2019). The aspen trees in the area of the landslide (Figure 7) have been impacted by Sudden Aspen Decline (SAD) and thus, there is considerable standing dead as well as trees on the ground. The Aspen Forest in the area of the proposed development has not been impacted by SAD. The aspen trees in this area are young, healthy and dense. See Figure 2. The woody understory vegetation in this habitat type is typically characterized by serviceberry, snowberry, and chokecherry (Prunus virginiana). Other shrubs observed include mountain maple (Acer glabrum), mountain big sagebrush (Artemisia tridentate var. vaseyana), mountain mahogany (Cercocarpus montanus), and common juniper (Juniperus communis ssp. alpina). Elimination of the overstory trees due to SAD and perhaps some management activities that cut aspen has resulted in an increase in the cover of the shrubs and herbaceous species. The understory shrubs have been heavily grazed by big horn sheep (Ovis canadensis). Common herbaceous grasses in this habitat type include California brome, blue wildrye (Elymus glaucus), slender wheatgrass (Elymus trachycaulus), and Kentucky bluegrass (Poa pratensis). Characteristic forbs include meadowrue (Thalictrum fendlerii), geranium (Geranium viscoissimum), sweet-cicely (Osmorhizae berteroi), fireweed (Chomerion angustifolia), American vetch (Vicia Americana), little sunflower (Heliantella uniforma), and peavine (Lathyrus sp.). Wetlands. As illustrated by Figure 3, there are two small wetlands on the project site. The eroded channel of the 2-foot wide ephemeral stream, which bisects 68 linear feet of the west end of the project site, is classified as a wetland. This wetland extends south off the project site for 24 linear feet to a culvert which diverts water south and under I-70 toward Gore Creek. However, there is little wetland vegetation along the creek channel. A 705 ft² woody wetland occurs along the east side of the development parcel. However, only 377 ft² of this wetlanc occurs in the development area. Major plants in the wetland include willows (Salix bebbiana, S. scouleriana), dogwood (Cornus sericea) and honeysuckle (Distegia involucrata). The herbaceous understory includes a sparse cover of beaked sedge (Carex utriculata), cow parsnip (Heracleum sphondylium ssp. montanum), and monkshood (Aconitum columbianum) (Birch Ecology, 2019 – TR-4). 2.5.2 Federally Listed & Species of Concern The U.S. Fish & Wildlife Service (USFWS, 2019) Information for Planning & Conservation (IPaC) website identified Ute ladies’ tresses orchid (Spiranthes diluvialis), classified as a Threatened plant, as potentially present in the project region. See Appendix B. The Ute ladies’ tresses orchid is endemic to moist soils in mesic or wet meadows near springs, lakes, or perennial streams (USFWS, 1995; Jennings, 1990). In Colorado, the elevational range of known Ute ladies’ tresses orchid populations is between 4,528 and 7,753 feet (CNHP, 2017). This orchid prefers sites with permanent sub- irrigation such as floodplains where the water table is near the surface throughout the growing season and into the late summer or early autumn (USFWS, 1995; Jennings, 1990). The orchid frequently colonizes early-successional riparian habitats including point bars, sand bars, and low lying gravelly, sandy, or cobbly edges. These preferred habitat characteristics suggest that this species requires early to mid-seral riparian habitats created and maintained by streams active within their floodplains (USFWS, 1995). This plant has been documented as present in Garfield and Eagle Counties (near Carbondale). The project site is elevationally above the range of this plant, and furthermore, the project site does not provide suitable habitat for this plant. July 5, 2022 - Page 593 of 885 5 Harrington penstemon, a species listed as sensitive by the Bureau of Land Management, is a species of concern in Eagle County. This herbaceous perennial plant occurs primarily in open stands of big sagebrush, or less commonly in pinyon-juniper (Pinus edulis-Juniperus scopulorum) woodlands or mountain mahogany (Cercocarpus montanus) shrublands at elevations between 6,800-9,200 feet. Within the sagebrush shrubland, Harrington penstemon is often present on windswept ridgetop habitats with an open shrub layer and reduced vegetative cover. There are known populations of Harrington penstemon in Eagle, Garfield, Grand, Pitkin, Routt, and Summit Counties (Spackman, et al., 1997). There are populations of Harrington penstemon in the Eagle River Valley from as far east as Avon. However, the aspen community on the project site does not provide habitat for this plant. 2.6 Wildlife Resources 2.6.1 Habitats Present and Project Setting 2.6.1.1 Habitats Present The south-facing, 23.3-acre, East Vail parcel consists of several seral stages of an aspen and mountain shrub community. The 5.4-acre development area is dominated by relatively young, pole-stage (30- 35 ft. tall) aspen with a mountain shrub (largely chokecherry and serviceberry) understory. A moderate gradient ephemeral stream bisects the western end of the parcel. The 17.9-acre NAP portion of the parcel supports a 14.0-acre, over mature mountain shrub community with sparse sapling aspens and a moderately dense graminoid and herbaceous understory, along with a 3.9-acre, over mature, but regenerating aspen stand with a dense chokecherry understory. Circa 1998, there was some undocumented management effort on a portion of the NAP parcel’s now mountain shrub community in response to the mortality of the former mature aspen stand. Jackstrawed aspen remain on the ground covering a moderate portion of the open space. 2.6.1.2 Characteristics Currently Reducing Wildlife Effectiveness on the East Vail Parcel Some wildlife species using the 5.4-acre development parcel are negatively affected by existing levels of surrounding development and human activity. The following conditions affect current on-site and off-site wildlife use and will limit, to some extent, the additional, negative, potential development effects to wildlife. I-70, North Frontage Road and Fall Line Drive The parcel’s southern boundary is located as close as 122 feet from the westbound lanes of I-70, one of the major ground transportation corridors across the United States. Locally, I-70 consists of two westbound and two eastbound lanes with a posted 65 mph speed limit and supporting an average daily traffic volume of 26,000 vehicles (2017).1 The East Vail Interchange and the west-bound on and off ramps are located on the opposite side of North Frontage Road from the parcel. There is virtually no location on the parcel where the sights and sounds of I-70 use are non-discernable 24/7/365. The current average daily traffic volume on the North Frontage Road is approximately 2,200 vehicles per day (vpd) (K. McDowell Schroeder, McDowell Engineering, pers. comm. May 23, 2019) that are greatest during dawn through dusk. Most local wildlife have adapted to this relatively benign and predictable activity. The most acute North Frontage Road and Fall Line Drive traffic effects on wildlife are the harassment effects to bighorn sheep that occur when motorists stop to view sheep when they are close to or on the road. Human Recreation There is a level of daily recreational use that occurs along North Frontage Road and Fall Line Drive, some of which extends into the proposed development area, generally via the Booth Creek rockfall berm road and buried electric line corridor. Uses, in order of decreasing frequency, include dog- walking, hiking, jogging, biking, motorcycle riding, and transients camping. This unauthorized use of the parcel occurs year-round, but is greatest from spring through fall when not curtailed by 1 CDOT Station 103028, monitoring traffic between the Vail and East Vail interchanges. Data from the CDOT website (http://dtdapps.coloradodot.info/otis/TrafficData#ui/2/1/1/station/103028/criteria/070A/175/181/true/true/) accessed Jan. 23, 2019. July 5, 2022 - Page 594 of 885 6 excessive snow depths. Year-round, low to moderate numbers of primarily hikers also pass by the parcel’s eastern flank on the Pitkin Creek Trail extending into the Eagles Nest Wilderness. Fire Suppression and Habitat Deterioration The East Vail parcel is located within an approximate 1,800-acre polygon of bighorn sheep winter range that extends along the south-facing slopes, north of I-70. Over the last 20-30 years, aspen forest has encroached onto the East Vail parcel, as it has elsewhere in the local area. While mature aspen stands support some of the highest wildlife diversity values of any local vegetation type, they provide poor quality winter range for the local bighorn sheep herd, which has declined in number over that same time period. Sheep also consider forest stands as restrictions due to their need to visually observe the landscape for predators (e.g., bears, coyotes, mountain lions, dogs, etc.; USFS, 1998). Mature aspen stands have died and fallen, creating jackstrawed deposits of logs that restrict and block sheep and elk movements through the winter range. Lastly, mountain shrubs have become decadent and much of their nutritious foliage has grown out of the reach of wintering ungulates. In 1998, the CDOW and USFS recognized that there was an increasingly limited amount of accessible winter forage (quality and quantity) and nearby escape terrain for sheep in the vicinity of project area (USFS, 1998). By suppressing wildfires on this winter range, the aspen and shrub components had become over mature and in need of vegetative treatment. The USFS (1998) proposed a habitat enhancement plan whose specific purposes were to (1) create a movement corridor (through downed aspen) for the bighorn sheep to be able to travel from Pitkin Creek west to Spraddle Creek, (2) reduce the fuel loading to lessen the risk of wildfire, (3) regenerate shrubland and aspen stands that were over mature, and (4) improve the quantity and quality of forage (shrubs, grass, forbs) for big game (sheep, elk, and mule deer). What is now the East Vail parcel was one of the USFS’s proposed treatment areas. In 1998, the sheep population was estimated at approximately 125 animals (USFS, 1998). Without implementation of the habitat enhancement plan, the USFS (1998) predicted that aspen stands would continue to age, disease and insect infestations would increase, and the stands would die. Dead and down timber would further restrict big game movements to winter foraging areas and escape terrain. The aspen and aged shrub communities would not regenerate. The shrub component (vital for wintering ungulates) would continue to mature, die, and be replaced by grasses and forbs. Grass/forb communities that are covered by deep snow are largely unavailable to wintering ungulates. Lastly, the USFS (1998) predicted that without enhancement there would be fewer bighorn sheep as a result of continued habitat degradation. The enhancement project was approved, but not implemented because of community opposition to the use of fire (B. Andree, CPW, Jan. 23, 2018). Although there have been two small scale habitat enhancement projects below the Booth Creek cliffs and on the East Vail parcel, the overall sheep winter range has deteriorated as predicted. Over the 2017-2018 winter, Thompson (2018c) detected a total of 41 sheep largely confined to a small non-forested subset of their former winter range. Availability of effective winter range is arguably the greatest threat to the East Vail sheep herd. 2.6.2 Focal Wildlife Species of Concern 2.6.2.1 Bighorn Sheep Colorado Parks and Wildlife Seasonal Range Mapping Figure 8 shows the important bighorn sheep seasonal ranges mapped by CPW in the vicinity of the East Vail parcel. Bighorn sheep winter range and severe winter range cover the same area and overlap most (±75%) of the parcel. Winter range is that part of the overall range where 90% of the individuals are located during the average five winters out of ten, from the first heavy snowfall to spring green- up. Colorado Parks and Wildlife has not defined the winter range period for this herd. Based on CPW’s generic definition and considering winter range dates for other big game species, average sheep winter range occupancy could be defined, on average, as November 15 to April 15 (dates inclusive). Sheep are present on portions of their winter range (i.e., below the Booth Creek cliffs) outside this period because of illegally-placed salt and mineral blocks. July 5, 2022 - Page 595 of 885 7 Severe winter range (SWR) is that part of the winter range where 90% of the individual animals are located when the annual snowpack is at its maximum and/or temperatures are at a minimum in the two worst winters out of ten. The amounts, quality, and effectiveness of winter range are generally what limit big game populations. For example, “much this this sheep herd was killed off” during severe winter conditions in 2007-2008 (B. Andree, CPW, Vail DWM, pers. comm., Jan. 18, 2018) and the herd has been unable to rebound from that winter die-off (Andree, 2017). The sheep winter range and SWR polygon boundaries are not accurate. In the spirit of the mapping, the polygons were likely intended to extend southeast to the treeline along Pitkin Creek and down to the north side of North Frontage Road. This would include most, if not all, of the East Vail parcel, although, based on the winter sheep study (Thompson, 2018c), only 0.25 acres of the parcel were used for winter foraging. There is no I-70 game fencing in the vicinity of the parcel. Sheep likely used the habitat in what is now the Booth Creek residential area as winter range. Sheep no longer enter the interior of that development and only use peripheral areas when no people are initially present. The winter range and SWR polygons are approximately 1,800 acres2 and extend west from Pitkin Creek along the north side of I-70 nearly to I-70’s Vail exit. This is the only sheep winter range polygon mapped on either side of the Gore Range. Two Booth Creek homes located 107 and 177 feet below the rockfall berm that is heavily used by sheep in winter give some indication of sheep tolerance of nearby residences. Winter concentration area (WCA) is a subset of the winter range where animal densities are at least 200% greater than the surrounding winter range density during the same period used to define the winter range, in the average five winters out of ten. Two WCA polygons occur within the winter range, neither overlapping the East Vail parcel, but habitat effectiveness of the nearest polygon could be influenced by residential development and habitation on the parcel. Bighorn sheep production area is where sheep lamb. Production areas are defined as that part of the overall range occupied by pregnant females during a specific time period in the spring (May 1 to June 30). The polygon occurs above the Booth Creek cliffs, extends 1.6 miles to the north, and is topographically buffered from residential Booth Creek development below. Based on ewes selecting cliff-like terrain inaccessible to terrestrial predators, it is unlikely that any of the forested terrain shown in Figure 8 is actually used for lambing and most lambing likely occurs farther up the Booth Creek drainage. The effectiveness of production areas could be affected by free-ranging dogs and recreation. A bighorn sheep migration pattern is a subjective indication of the general direction taken by migratory ungulate herds. In the study area, bighorns move downhill on the ridge between Pitkin and Booth Creeks during fall towards their winter range, then move uphill and follow this same general route in spring to their alpine summer range. The bighorn mineral lick shown in CPW mapping (not shown in Figure 8) is defined as a natural site known to be utilized by bighorn sheep for obtaining minerals to meet basic nutritional needs. That lick was mapped in the wrong location. There are two licks (unknown if natural or otherwise) at the top of the rockfall berm cut slope that have been so deeply excavated by the sheep that large rocks forming the tops of the shallow caves are inevitably going to fall. Up to three sheep have been observed under the rocks at one time (Jun1418). If there are sheep under the rocks when they fall they will be killed. Three females in a herd of 41 are important. The Town of Vail (TOV) and CPW are aware that the rocks should come down before they kill sheep and they plan to act when it is safe to do so. There are also mineral and salt blocks that have been illegally deposited by well-meaning 2 This is a much larger acreage of winter range compared to the approximate 573 acres of winter range mapped by the CDOW in 1995 (CDOW mapping, Sep. 1995) and the <500 acre estimate provided by USFS (1998, p. I-5), (1) when the entire winter range polygon was contained between Pitkin and Booth Creeks, but where an additional 900 acres of habitat to the west was considered suitable, but unreachable due to dead/down aspen that the sheep would not cross, (2) when the sheep herd was near its peak size of 125 animals (USFS 1998), and (3) shortly before the CDOW and USFS proposed enhancement of approximately 800 acres of winter range to counter fire suppression effects (USFS 1998, p. I-4). Severe winter range was not designated for the East Vail herd in 1995. This 1,800-acre number is an update from the 1,880-acre number used in Thompson (2017 and 2018c). It was derived from updated sampling where measurements ranged from 1,784 to 1,880 acres. July 5, 2022 - Page 596 of 885 8 sheep enthusiasts.3 Whether natural or otherwise, such licks are particularly important for pregnant and lactating ewes. Results of the East Vail 2017-2018 Winter Sheep Study The full East Vail Winter Sheep Study report (Thompson, 2018c; TR-5) is summarized below. The October 13, 2017 to June 14, 2018 wildlife study was primarily designed to detect and characterize winter bighorn sheep use on and in the vicinity of the East Vail parcel. The study employed five trail cameras (4 on the East Vail parcel, including 3 overlooking the development area, and 1 below the eastern Booth Creek cliffs), winter tracking, and binocular and spotting scope surveys of the 1,800-acre sheep winter range polygon. Winter severity4 affects spatial and temporal, winter, big game use patterns. Compared to the last nine years, winter 2017-2018 was below average for total snowfall (-35%), total snowfall days (-40%), and mean base snowfall depth (-12%), and above average for maximum base depth (+3%). Shallower and less persistent snow in the East Vail project area over the 2017-2018 winter should have allowed sheep to use higher elevation habitats, more forested habitats,5 and a larger portion of their winter range than during average and harsher winters. In total, 93 sheep were detected on (n=50 sheep on 3 days) and in the immediate vicinity (n=43 sheep on 2 days) of the 5.4-acre East Vail development area during winter 2017-2018. This includes 75 animals detected by trail cameras and 18 animals detected by observational surveys. Virtually all foraging on and in the immediate vicinity of the parcel occurred on the smooth brome cut slope above the Frontage Road, most of which is on the CDOT ROW. The south-facing cut slopes above the Frontage Road are non-forested and steeper than the aspen forest portion of the development area, resulting in shallower depths, less persistent snow, and more favorable foraging opportunities. Use of the aspen forest composing the majority of the parcel was limited to escape routes on two occasions. A single sheep was also detected travelling through the NAP portion of the parcel in May, outside the winter period. The distribution of 847 bighorn sheep sightings over the course of the study was mapped in relation to the East Vail parcel and CPW’s sheep winter range, severe winter range, and winter concentration area polygons. No sheep sightings were made outside of CPW’s winter range polygon. That 277- acre sighting distribution included the 625 sheep recorded by all trail cameras and 222 sheep visually observed during the study. Fifteen percent of CPW’s 1,800-acre winter range polygon was used during winter 2017-2018. That distribution represents a spatial subset of overall habitat use over the relatively mild 2017-2018 winter. That may be a function of (1) CPW’s polygon reflecting many winters of sheep use, including the 1990’s when the herd was at peak numbers (125 sheep, USFS, 1998; 80-100 sheep, B. Andree, CPW, 2017, pers. comm., Jan. 18, 2018), compared to the present population of 41 sheep, (2) sheep now using the highest quality habitat available, (3) sheep avoiding forested habitats, and (4) sheep restricted from some portions of their winter range by jackstrawed logs. Sheep were at lower elevations within their overall winter range polygon and used southwest- and south-facing aspects that had the best snow-shedding characteristics, even though it was a mild winter. The cluster of sheep sightings and trail camera results below the Booth Creek cliffs suggests that area 3 Who are apparently unaware that their actions are to the detriment of the herd. The sheep’s attraction of the salt blocks prolong sheep use of their winter range, well into spring and even summer, putting additional pressure on the vigor and quantity of forage that should be reserved for winter, in a landscape that has deteriorated as a result of wildfire suppression. Concentrated, prolonged, and predictable sheep use of salt blocks may also attract mountain lions that prey on sheep. Not only might the use of salt blocks result in greater sheep predation, but it might also become necessary to kill the lions for public safety. 4 Winter severity is generally an interrelated function of snowfall (standing depths, persistence, and crust presence) and temperature. It only takes one storm with adverse conditions to present severe conditions that may kill big game. 5 Which support deeper and more persistent snow depths than non-forested habitats, all else being equal. July 5, 2022 - Page 597 of 885 9 is the most heavily used and most important block of winter range within the overall winter range polygon. Four occasions of time lapse images of sheep foraging in the high quality habitat below the Booth Creek cliffs indicated that sheep appeared to select against foraging far into transitional aspen habitat. This “avoidance” behavior was more likely related to the quality, quantity, and availability of forage than to predator detection. Environmental factors explain the greater sheep use of the high quality, mountain shrub-dominated winter range below the Booth Creek cliffs, compared to that on the East Vail parcel. However, all sheep winter range is important, particularly considering the amount of high quality habitats lost to human developments and aspen encroachment. The entire East Vail parcel should be considered sheep winter range. While sheep may use various parcel habitats differently over multiple years, they can access all portions of the property, and that use contributes to the functionality of the overall winter range. With respect to minimum herd size and composition, the maximum number of sheep observed during the study at any one time was 39. Based on sex and age composition of sheep observed over the course of the study, the herd was composed of at least 10 lambs, 21 ewes, and 10 rams, totaling 41 sheep. The highest number of lambs seen at any one time was 10 on January 25 and March 14. The 2017, 10:21 lamb: ewe ratio (0.48%) indicates relatively high productivity. There was no detectable overwinter lamb or other sheep mortality. Coincident with June 14, 2018 peregrine monitoring, a minimum of 7 lambs and 12 ewes were observed at the licks on the cut slope above the rockfall berm. Assuming that there was no mortality in the herd since the end of winter, the herd numbered 48 animals at that time. Based on that 2018 productivity, knowing the minimum number of ewes in the herd, and other assumptions, the herd likely numbered at least 53 sheep at that time. The East Vail sheep herd exhibited good productivity in 2017 and 2018. Results of a Meeting with Colorado Parks and Wildlife A May 14, 2018 meeting was held between VR and CPW representatives to discuss the East Vail Workforce Housing project, after the sheep winter range study (Thompson, 2018c) had ended. All biologists agreed that the issue of potential development on the 5.4-acre parcel related to sheep was not the loss of habitat on the parcel as much as the potential for impacts (i.e., displacement and reduced habitat effectiveness on nearby winter range) from East Vail parcel residents recreating in the high quality sheep winter range below the Booth Creek cliffs and in the NAP area where winter range enhancement is expected. Some mitigation concepts/measures were discussed along with the development of a comprehensive Wildlife Mitigation Plan that covers the entire affected wildlife community as part of the Environmental Impact Report. 2.6.2.2 Peregrine Falcon A cliff south of I-70’s East Vail Interchange has been used in recent years for peregrine falcon nesting. The cliff is located 0.36 miles from the closest point on the East Vail Parcel, on the opposite side of the Frontage Road, I-70, East Vail Interchange on/off ramps, the East Vail Park and Ride, Vail Trail, Gore Creek, a social trail, and the East Vail Memorial Park. The nest ledge used in 2018 was approximately 600 vertical feet above the valley bottom. Colorado Parks and Wildlife’s nesting area polygon is defined as the area that includes good nesting sites and contains one or more active or inactive nest locations (Figure 9). The boundaries are drawn based on professional judgment to include most known nesting habitat in the vicinity. Usually these areas are mapped as polygons around cliffs and include a 0.5-mile buffer. Viable peregrine falcon nesting sites possess two components: (1) adequate nesting habitat and (2) extensive hunting habitat with an adequate prey base to support the adults and their offspring (Craig 1978). Nesting sites are located on precipitous cliffs ranging in height from 40 to 2,100 feet, averaging 200 to 400 feet tall. Several ledges, potholes, or small caves must be present in the cliff face to function as a suitable nest site. A breeding pair will frequently alternate their nesting activities to different ledges on a cliff face between years, and they will often relocate to adjacent cliff faces. As July 5, 2022 - Page 598 of 885 10 a result, protective measures must address an entire cliff complex (and potential nesting areas) rather than an individual cliff. Generally, nesting peregrines will not tolerate excessive human encroachment or prolonged disturbance in the vicinity of the nesting cliff. Any activity or development above the nesting cliff will likely cause abandonment. Breeding peregrines can become extremely agitated and may abandon the nest site if disturbance occurs during courtship, prior to the initiation of egg laying. Once birds have eggs or young, they have a strong fidelity to their invested resources. The CDOW (2008) recognized that “some individuals within a species also habituate and tolerate human activity at a proximity that would cause the majority of the group to abandon their nests.” The East Vail peregrines are examples of how wildlife, in general, can habituate to chronic, but benign, human activities, although residential and golf course development along the valley bottom has reduced their prey base. In Colorado, peregrines usually return to nesting cliffs in late February or early March and initiate courtship activities, which continue to mid- or late April when eggs are laid. The young hatch from mid- to late May and fledge (i.e., leave the eyrie) in mid- to late June. The young and adults remain in the vicinity of the nesting cliff up to several months after fledging. Peregrine nest cliffs are, therefore, sensitive to disturbance from approximately late February to late June. Extensive hunting habitat is a second key component of a viable peregrine nest site. Peregrines will frequently travel at least 10 miles from their eyrie to procure prey and they have been documented hunting up to 30 miles away from nest sites (G. Craig, CDOW, pers. comm.). It is, therefore, important to maintain the integrity of important hunting areas within at least 10 miles of the nesting cliff. All habitats within the 10-mile radius need not be considered essential habitat, since only those areas that attract or support peregrine prey need be protected. The primary prey captured by nesting Colorado peregrines are small to moderately-sized birds, such as blackbirds, doves, robins, flickers, jays, nutcrackers, meadowlarks, and pigeons, but prey as large as waterfowl are also taken. Any habitat that supports or concentrates birds should be considered essential to locally nesting peregrines. Key hunting areas fall into two categories: (1) those habitats that concentrate or support important prey species, and (2) those habitats that expose prey and make them vulnerable to peregrine attack. Peregrines capture their prey through precipitous dives from considerable height above their quarry. Peregrines must, therefore, frequent habitats permitting this type of pursuit. Peregrines do not hunt below the forest canopy, but capture birds flying above forests or across open expanses. Larger prey are raked (with talons) or knocked out of the air and peregrines need open areas on the ground to recover them. Nesting cliffs are generally situated at considerable heights above the surrounding terrain, so peregrines have a broad panorama from favorite hunting perches near the cliff top. Annual (2011-2017, n=5 yrs.) cliff monitoring by Anne Esson (a long time Vail resident) indicated that the pair(s) successfully fledged at least two birds during each of the five years. Monitoring of the nest cliff in 2018 indicated that the nesting attempt failed approximately 19 days after incubation was expected to have started (Thompson, 2018b; TR-6). It is unknown why the 2018 nesting attempt failed. Construction of a new sanitary water line on the south side of I-70’s East Vail Interchange and the falcons selecting a different nest ledge on the cliff in 2018, compared to prior years, were the only known independent variables that differed from those of past years. There could have been other common causes of the nest failure. Subsequent behavior of the female observed on June 14 suggested that the pair may have been in the process of a second nest attempt. However, cliff monitoring was discontinued for the 2018 season after surveys by Thompson and Esson out to July 1 failed to detect any evidence of peregrine presence at the cliff. Monitoring of the nest cliff in 2019 detected at least one peregrine and a pair was suspected of nesting as recently as May 13 (A. Esson, Vail resident, pers. comm., May 13, 2019). July 5, 2022 - Page 599 of 885 11 The East Vail parcel represents largely intact undeveloped habitat below and within fairly close proximity to the adjacent nest cliff. Its seral and relatively young aspen forest does not support even moderate concentrations of prey species that would be particularly attractive to peregrines using the adjacent nest cliff, but it does support potential avian prey that could contribute to the local pair’s prey base. 2.6.2.3 Elk Figure 10 shows one elk seasonal range mapped by CPW in the vicinity of the East Vail parcel that warrants consideration. The elk winter range definition follows that provided for sheep, above. No elk winter range is shown overlapping the subject parcel, but that mapping is incorrect. The winter range polygon boundary along the north side of I-70 appears to follow an assumed land ownership boundary. At the time of CPW mapping, the County’s and the Town’s mapping assumed the East Vail parcel was in CDOT ownership. Colorado Parks and Wildlife appears to have adopted the Town’s position and extended the polygon along the USFS property line, rather than bringing it down to the north edge of the Frontage Road and I-70 where it should be. There are no mapped elk SWR or WCAs in the vicinity of the East Vail parcel. Results of the winter wildlife study (TR-5) indicated that a minimum of 15 elk6 were occasionally present and moving back and forth between the Pitkin and Booth Creek drainages through the East Vail parcel. Using the spike in the group as a marker, the same group of elk was captured on the three most widely separated trail cameras in the same night. Compared to the sheep, the local elk were more wary of human activity areas. Although some of their movements closely approached I- 70 and the Frontage Road, they only did so under cover of darkness.7 Elk were only captured on the trail cameras at night and their movements between the Pitkin and Booth Creek drainages were initiated and completed at night. Evidence of elk foraging was captured on all cameras except one of three within the interior of the 5.4-acre development area. Concerted foraging was noted on cameras located below the cliffs and in the NAP area. Foraging in the meadow in the development area’s northeast corner was opportunistic as animals were traveling. Although there are areas of the East Vail parcel that may not be used because of terrain and proximity to human disturbances areas, for all practical purposes, the entire parcel should be mapped as elk winter range. The elk winter range on the subject parcel is part of a polygon containing the highest elevation elk winter range in the Gore Creek Valley and some of the highest winter range in the Eagle Valley. This higher elevation winter range is used more during the early part of winters and during milder winters when excessive snow depths have not yet pushed animals to lower elevations down valley. Nevertheless, these winter ranges are valuable because they support animals during portions of the winter when animals would otherwise be further down valley on increasingly smaller, more crowded, and less effective winter range because of collective habitat losses and the effects of human activities. Over the past 50 years there has been a considerable loss of big game winter range to secondary ski area development in the Eagle Valley. Winter ranges generally occur at lower elevations along valley bottoms that are dominated by private lands. Development of those lands has pushed elk further west down valley. In recent years, CPW has increased their hunting permits to increase harvest and reduce the elk and deer populations to levels that the smaller winter range acreage can support. 2.6.2.4 Black Bear Colorado Parks and Wildlife have mapped two black bear seasonal ranges in the vicinity of the East Vail parcel that warrant consideration (Figure 11). Black bear summer concentration areas are defined as those parts of the overall range where activity is greater than the surrounding overall range during that period from June 15 to August 15. This entire polygon extends along and above the valley bottom 6 Composed of 12 cows, 2 calves, and a spike. 7 On the East Vail parcel, elk got as close to I-70 as the buried electric line corridor. East of Pitkin Creek, elk came down to and grazed up to the edge of I-70 on several occasions, but always at night. July 5, 2022 - Page 600 of 885 12 from east of East Vail to west of West Vail. This designation has merit overlapping the subject parcel. During summer, the young, open-canopy aspen stands on the west end of the parcel support a moderate density of berry-rich serviceberry shrubs that represent important summer forage for bears. Bear sign was also detected on the NAP portion of the parcel and on National Forest Service (NFS) lands to the north. A human/bear conflict area is represented by the same polygon along the Gore Creek valley bottom. Such areas are defined as that portion of the overall range where two or more confirmed black bear complaints per season were received which resulted in CPW investigation, damage to persons or property (cabins, tents, vehicles, etc.), and/or the removal of the problem bear(s). This does not include damage caused by bears to livestock. 2.6.3 Other Wildlife Groups 2.6.3.1 Threatened, Endangered, and Proposed Species Federally-listed and proposed animal species that were initially considered in this analysis included those identified by the USFWS's on-line IPaC decision support system for the East Vail project area on February 8, 2019 (Table 2). Humpback chub (G. cypha), bonytail (Gila elegans), Colorado pikeminnow (Ptychocheilus lucius), razorback sucker (Xyrauchen texanus), greenback cutthroat trout (Oncorhynchus clarkii stomias), Mexican spotted owl (Strix occidentalis lucida), yellow-billed cuckoo (Coccyzus americanus), and Canada lynx (Lynx canadensis) were identified. None of these species occurs on the East Vail parcel or in habitats that could be affected by the proposed Workforce Housing project and they are excluded from further consideration in this document for the reasons presented in Table 2. Other listed and proposed species known to occur elsewhere on the WRNF and/or in Colorado were considered, but not analyzed because they were not identified by the USFWS as potentially present in the East Vail project area, their habitats do not occur in the project area, they have no affinities to project area habitats, the project area is outside of the species' range, and the on- and off-site development effects would have “no effect” on the species, on their habitats, or on designated critical habitat. There are no designated critical habitats in the vicinity of the project area. Table 2. Federally listed and proposed animal species that may be affected by the East Vail Workforce Housing project. Common and Scientific Name Status a Rationale for Exclusion from Analysis (Habitat) Humpback chub, Gila cypha E Excluded. No project-related Colorado River water depletions not previously considered (far downstream in Colorado River) Bonytail chub, G. elegans E Excluded. No project-related Colorado River water depletions not previously considered (far downstream in Colorado River) Colorado pikeminnow, Ptychocheilus lucius E Excluded. No project-related Colorado River water depletions not previously considered (far downstream in Colorado River) Razorback sucker, Xyrauchen texanus E Excluded. No project-related Colorado River water depletions not previously considered (far downstream in Colorado River) Greenback cutthroat trout, Oncorhynchus clarkii stomias T Excluded. No suitable on-site habitat. Project outside of historical range (isolated mountain stream headwaters) Mexican spotted owl, Strix occidentalis T Excluded. No breeding habitat present or affected (steep canyons with a Douglas-fir, white fir, ponderosa pine/pinyon-juniper component) Yellow-billed cuckoo, Coccyzus americanus) T Excluded. No suitable habitat present or affected (old- growth riparian woodlands with dense understories) Canada lynx, Lynx canadensis T Excluded. No potential foraging, denning, or travel habitat (montane and subalpine forests) a Federal status, listed after species, is as follows: E = Endangered, T = Threatened, P = Proposed. Source: List: USFWS's on-line Information, Planning, and Conservation (IPaC) decision support system for the East Vail project area, accessed February 8, 2019 and Western Ecosystems, Inc. July 5, 2022 - Page 601 of 885 13 2.6.3.2 U.S. Forest Service Sensitive Species The USFS has designated “sensitive species” (USFS, 2015), representing species declining in number or occurrence or whose habitat is declining, either of which could lead to Federal listing if action is not taken to reverse the trend, and species whose habitat or population is stable, but limited. From the updated animal list (Oct. 23, 2015), a subset of sensitive species, including three insects, five fish, two amphibians, 17 birds, and nine mammals (Table 3), was determined to be present or potentially present on the WRNF after consideration of all sensitive species on the list. This subset of species is considered below in phylogenetically ordered taxa (insects, fish, amphibians, birds, and mammals) and discussed individually where appropriate. The proposed Workforce Housing project would have no impact on any other sensitive species not on the WRNF list. The East Vail parcel is not on the WRNF, but this list provides a second tier of species (i.e., below Federally-listed species) that are prudent to consider for the East Vail project. Table 3. USFS sensitive animal species that occur on the WRNF and the rationale for potential project effects related to the East Vail Workforce Housing project. Common name, Scientific name Rationale for Potential Project Effects (Habitat Affinity) INSECTS Western bumblebee, Bombus occidentalis No habitat (Montane and subalpine meadows) Great Basin silverspot, Speyeria nokomis nokomis No habitat (Wetlands supporting violet populations) Monarch butterfly, Danaus plexippus plexippus No host plant (milkweed) habitat FISH Roundtail chub, Gila robusta robusta No suitable habitat (CO River up through Glenwood Canyon) Mountain sucker, Catostomus platyrhynchus No suitable habitat (small to medium streams below 7000’; 4 populations documented on the Rifle and Blanco Districts) Bluehead sucker, Catostomus discobolus No occupied habitat above Alkali Ck. (CO River upstream to Alkali Ck) Flannelmouth sucker, Catostomus latipinnis No occupied habitat above the Eagle River (CO River to Granby, Milk, Piceance, and Divide Creeks, Eagle River) Colorado River cutthroat trout, Oncorhynchus clarkii pleuriticus No suitable habitat on or below project area (Isolated, headwater streams and lakes) AMPHIBIANS Boreal western toad, Anaxyrus boreas boreas No suitable habitat on or below project area (Subalpine marshes and wet meadows; ponds, margins of streams; adjacent uplands 8,500-11,000’) Northern leopard frog, Lithobates pipiens Outside range (Permanent wetlands) BIRDS Northern goshawk, Accipiter gentilis Potential foraging habitat (Closed montane forests > 7,500’) Northern harrier, Circus cyaneus No habitat (Grasslands, agricultural lands, marshes, & alpine) Ferruginous hawk, Buteo regalis No habitat (Plains, grasslands) American peregrine falcon, Falco peregrinus anatum Potential foraging habitat (Cliffs, habitats concentrating/ exposing vulnerable prey) Bald eagle, Haliaeetos leucocephalus No habitat (Open water bodies, big game winter range) White-tailed ptarmigan, Lagopus leucurus No habitat (Alpine habitat and upper elevation willow stands) July 5, 2022 - Page 602 of 885 14 Table 3. USFS sensitive animal species that occur on the WRNF and the rationale for potential project effects related to the East Vail Workforce Housing project. Common name, Scientific name Rationale for Potential Project Effects (Habitat Affinity) Greater sage grouse, Centrocercus urophasianus No habitat (Sagebrush) Columbian sharp-tailed grouse, Tympanuchus phasianellus columbianus No habitat (Sagebrush and mountain shrub) Flammulated owl, Otus flammeolus Marginal, but potential habitat (Old-growth ponderosa pine and aspen) Boreal owl, Aegolius funereus No habitat (Mature spruce-fir & mixed conifer) Black swift, Cypseloides niger No local nesting habitat (Waterfalls, cliffs) Lewis’ woodpecker, Melanerpes lewis No habitat (Ponderosa pine and cottonwoods) Olive-sided flycatcher, Contopus cooperi No habitat (Open, upper elev. conifer forests) Loggerhead shrike, Lanius ludovicianus No habitat (Plains, low valleys, shrublands) Purple martin, Progne subis No habitat (Old-growth aspen) Brewer’s sparrow, Spizella breweri No habitat (Sagebrush and other structurally similar shrublands) Sage sparrow, Amphispiza belli No habitat (Low elevation big sagebrush and sage/ greasewood) MAMMALS Pygmy shrew, Microsorex hoyi montanus No habitat (Variety of subalpine habitats) Fringed myotis, Myotis thysanodes No habitat (Forests/woodlands to 7,500 ft.; unknown on WRNF Hoary bat (Lasiurus cinereus) No habitat (Mixed conifer and lodgepole pine forest) Spotted bat, Euderma maculatum No habitat (Cliffs, arid terrain) Townsend’s big-eared bat, Corynorhinus townsendii townsendii No habitat (Structures, tree cavities <9,500 ft.) American marten, Martes americana No habitat (Conifer forests) River otter, Lontra canadensis No habitat (Year-round open water and streamflows of ≥ 10 cfs) Rocky Mountain bighorn sheep, Ovis canadensis canadensis Present (High visibility habitat near escape terrain) Note: Species in bold are potentially present and/or are discussed in the text. Wildlife are listed phylogenetically. Other R2 species are not listed because they have not been found on the WRNF, they have no affinities to project area habitats, the project area is outside of the species’ range or elevational distribution. Potential occurrence on the project area, potential for project effects, and habitat affinity is summarized for each species. Source: Forest Service Manual, Rocky Mountain Region, Denver, CO, Chapter 2670 – Threatened, Endangered and Sensitive Plants and Animals, Supplement No: 2600-2015-1, Effective Date: Oct. 23, 2015 (J. Austin, USFS, pers. comm., Nov. 17, 2016). Determination of potential project effects to sensitive animals considers direct, indirect, and cumulative effects to those species. Determination of potential project effects to sensitive animals (including insects, fish, amphibians, reptiles, birds, and mammals) considers the area, configuration, and function of suitable and occupied habitat affected, home range size and number of individuals affected, size, density, and location of the population, and consequence of negative effects on the species as a whole within the WRNF and within its range. Potential sensitive animal habitats, where a particular species has not been detected, are considered to be occupied, based on the rationale that animals are wide-ranging, that they may be present, but go undetected, and that suitable, but unoccupied habitat can be quickly recolonized. Impacts to such potential, sensitive, animal habitats are considered negative or beneficial effects. July 5, 2022 - Page 603 of 885 15 Nevertheless, not every acre of potential habitat is necessarily occupied by a particular species, and not every acre of suitable habitat is of equal importance, nor must it be maintained to maintain effective, well-distributed habitat for any particular species across the Forest. Some habitat loss or impact may affect individuals so long as sufficient habitat components exist which maintain population viability across the Forest. In addition, "impacts" and "negative effects" on individuals considered herein do not necessarily equate to the death of those individuals. In most cases, negative effects on NFS lands refer to the displacement of individuals from a small portion of their home range or potential habitat. Boreal Western Toad There is an extant boreal toad breeding site in the vicinity of the project area (M. Grove, USFS, pers. comm., Oct. 29, 2018). It is isolated from the East Vail parcel to the extent that project development (direct effects) and habitation, including potential off-site traffic and recreational activity (indirect effects), should have no effect on that population. This species is dropped from further consideration herein. Northern Goshawk Potential goshawk habitat (i.e., that above the Gore Creek valley bottom) in the vicinity of the East Vail project area is large, mature, closed canopy, aspen and conifer habitats. There are no known active goshawk nest territories present in the vicinity of the project area. It is possible that the aspen forest on the parcel could be used as foraging habitat by individual goshawks, but it is disjunct from continuous quality habitat and within the influence of chronic human activities along the Gore Creek valley bottom. There are no raptor stick nests on or in the vicinity of the subject parcel. Goshawks would not be affected by anticipated East Vail project development and this species is dropped from further consideration herein. American Peregrine Falcon Peregrine falcons are addressed in Section 2.6.2.2, above. Flammulated Owl On the WRNF, flammulated owls have been found in several locations using pure aspen stands and aspen-conifer stands. Most likely, Eagle County habitats are only used by this species during the breeding season, with individuals migrating out for the winter. The East Vail parcel does not support the ponderosa pine/Douglas-fir habitat association representing primary habitat that this species is associated with. While the aspen stand in the open space portion of the parcel provides potential nesting structure, it is too small and disjunct to be considered suitable habitat, particularly when superior surrounding habitats are unoccupied. This species is dropped from further consideration herein. American Marten There are no habitats on the East Vail parcel that represent primary marten habitat (upper elevation spruce-fir forest). Marten tracks were detected in the mixed conifer/cottonwood riparian corridor along lower Pitkin Creek in winter, 2017-2018. East Vail parcel development would have no direct or indirect effects on marten and this species is dropped from further consideration herein. Rocky Mountain Bighorn Sheep Bighorn sheep are addressed in Section 2.6.2.1, above. 2.6.3.3 Colorado Parks and Wildlife Endangered, Threatened, and Species of Special Concern The current lists of Colorado endangered and threatened species and Colorado species of state special concern (http://cpw.state.co.us/learn/Pages/SOC-ThreatenedEndangeredList.aspx; accessed Jan., 14, 2019) were considered for species that may occur on and around the East Vail project area. Those lists included two mollusks, 23 fish, seven amphibians, 10 reptiles, 19 birds, and 13 mammals. None of the state species contained in those lists occur or have potential habitat that would be influenced by the proposed project, except for those species that have been previously addressed in this analysis. July 5, 2022 - Page 604 of 885 16 2.6.3.4 Migratory Birds The East Vail parcel supports a low to moderate diversity of largely migratory birds that reach peak numbers during the spring and mid-summer breeding season. The avian community is typical of those associated with the habitats present and is largely uninfluenced by chronic human activity associated with the adjacent Frontage Road and I-70. 2.6.3.5 Raptors Red-tailed hawks (Buteo jamaicensis) were the only raptor actually observed on the East Vail parcel. No raptor nests are present and the parcel is within the hunting territory of a pair that nested on the south side of I-70 in 2018. Other raptors observed in the vicinity of the parcel during field surveys that could hunt the parcel include peregrine falcons, golden eagles (Aquila chrysaetos), and sharp- shinned hawks (Accipiter striatus). 2.6.3.6 Fish The moderate gradient, ephemeral stream bisecting the East Vail development parcel does not support fish. Stream water enters a 24-inch diameter culvert and flows under the Frontage Road and I-70 before dropping into Gore Creek that supports a fishery. The culvert’s drop prevents Gore Creek fish from attempting to colonize the creek during stream flows. 2.6.3.7. Other Big Game Species Mule Deer The only mule deer seasonal ranges mapped by CPW in the vicinity of the East Vail parcel are overall range and summer range. The closest mule deer winter range is 8.7 miles to the west, north of I-70. Low numbers of deer are present on and around the parcel from May through October. Moose The only moose seasonal ranges mapped by CPW in the vicinity of the East Vail parcel are overall range and summer range. The closest moose winter range is 2.5 miles to the northwest in Spraddle Creek. Moose may occur on or in the vicinity of the parcel, as they may just about anywhere else in Eagle County. Moose is the only ungulate whose population is increasing in the Gore Valley (Andree, 2017). Mountain Goat The closest mountain goat seasonal ranges mapped by CPW in the vicinity of the East Vail parcel are overall range and summer range in the Gore Range alpine, 2.3 miles up Booth Creek and 2.8 miles up Pitkin Creek. Goats are dropped from further consideration herein. Mountain Lion The East Vail parcel is located within a large polygon designated as a “mountain lion human conflict area” by CPW that includes all residential areas and trailheads from east of East Vail to west of West Vail. Such areas are defined as areas where mountain lions have been involved in incidents (conflicts with humans that have serious results), an attack on a human, predation on domestic pets or livestock held in close proximity to human habitation. Lion conflicts have increased since 2016 with most encounters involving the public encountering lions while hiking with their dogs (B. Andree, CPW, DWM [Ret.] 2017). In 2016, there were two incidents of dogs killed by lions and one lion was euthanized as a result. Lions are occasionally present on and around the East Vail parcel. 2.7 Noise The undeveloped project site does not generate any noise. The major noise source in the vicinity of the project site includes the I-70 corridor, which generates noise from vehicular traffic. July 5, 2022 - Page 605 of 885 17 2.8 Odors The undeveloped natural habitat of the project site is not a source of any odors. Furthermore, there are no odor generation sources in the vicinity of the project site. 2.9 Visual Resources Visual amenities of the project site include a landscape dominated by an attractive aspen forest which blends with the larger aspen forest and shrub communities on the south-facing slope of the Gore Creek Valley. The project site affords views to the broad floodplain of Gore Creek which is dominated by attractive woody wetlands, and the steep lower slopes of the 11,816-foot tall Red Mountain which are characterized by an evergreen forest with patches of aspen. Interstate 70 and the East Vail Interchange are also in the view corridor of the project site, as is the residential development along Gore Creek to the southeast. 2.10 Land Use The proposed development area of the project site, an area of 5.4 acres, is zoned as Housing (H), while the eastern end of the project site (17.9 acres) is zoned as Natural Area Preservation (NAP). Existing land uses of the project site include open space and wildlife habitat. 2.11 Access & Transportation The project site, which is located north of I-70, is accessed via the East Vail Interchange. Fall Line Drive, located north of I-70, extends east from the interchange to provide access to the Pine Creek townhomes. The I-70 North Frontage Road extends west from the interchange to provide access to existing developments west of the project site. Further west this road goes under I-70 and extends along the south side of I-70 all the way to the Town Center I-70 Interchange for Vail. The undeveloped project site does not generate any traffic. 2.12 Population The undeveloped project site has no population. 3.0 Proposed Project 3.1 Buildings & Parking The proposed East Vail Workforce Subdivision would create a multi-family community on the 5.4 acres of the project site zoned H for housing. It would consist of eleven buildings with a total of 42 apartment units and 31 townhomes. The buildings will be a combination of two and three bedroom units. There would be approximately 48 at-grade parking spaces near the buildings, as well as driveways from the Townhomes to accommodate additional parking. See Figure 12, TR-7 and TR-8. 3.2 Natural Area Preservation The applicant intends to enhance a substantial portion of the 17.9-acre Natural Area to create a movement corridor for wildlife from east to west across the site, and to create grazing enhancements for all wildlife including the East Vail bighorn sheep herd. See Section 4.6. 3.3 Access & Traffic The project would be accessed via the existing East Vail Interchange of I-70. No road construction or modifications would be required to safely accommodate traffic generated by the development (McDowell Engineering, 2019, as revised May 21, 2019 – TR-9). All improvements, including site access, pedestrian circulation, bus stop, and landscaping will be reviewed and approved by the Colorado Department of Transportation (CDOT). July 5, 2022 - Page 606 of 885 18 3.4 Utilities Water and sewer service would be provided by the Eagle River Water & Sanitation District. These and all other utilities would be buried within the road system. 3.5 Bus Station A bus station currently exists on the north side of the East Vail Interchange along the southern boundary of the project site. A new bus stop would be located east of the intersection of North Frontage Road and the access road to the development. See Figure 12. 3.6 Drainage Plan Stormwater will be diverted to underground water quality chambers buried within the road system. Water will flow from these chambers via pipes to the pipe that conveys flows in the ephemeral drainage south toward Gore Creek. There will be one at-grade water quality pond located near the entrance to the project site. See Figure 12. 4.0 Impacts & Mitigation 4.1 Hydrology 4.1.1 Surface Water The access road to the development would impact the ephemeral stream via piping and riprap, both on and off-site. A 24-inch HDPE pipe would convey water across the project site and off-site to an existing culvert which conveys water south and under I-70 toward Gore Creek. The total length of stream impacted would be 92 linear feet. 4.1.2 Groundwater Based on preliminary subsurface exploration pits conducted by Cesare, Inc. (2018), groundwater would not likely be encountered by project grading and the construction of the roads, buildings and rockfall barrier. 4.2 Atmospheric Condition The proposed development would have a small and immeasurable impact on air quality. There would be a short-term increase in hydrocarbon pollutants and dust during the construction process. With development, there would be small releases of hydrocarbon pollutants generated by activities such as heating the development. The traffic study determined that the project would generate 290 vehicle trips on an average weekday, including 17 trips during the morning peak hour and 24 trips during the afternoon/evening peak hour. These vehicle trips would increase the levels of hydrocarbon pollutants. The magnitude of the impact on air quality has not been estimated, but it would likely be small and immeasurable. 4.3 Geology & Hazards 4.3.1 Rockfall & Debris Flow The rock outcrop upslope of the proposed development is a rockfall source zone and incised drainage channels upslope of the development which seasonally have flowing water have the potential for debris flows. Therefore, a Concept Rockfall & Debris Flow Mitigation Plan has been developed by Skyline Geoscience (2019). Rockfall and debris flows can be mitigated with a single barrier system which will reduce but not eliminate rockfall and debris flow hazards. The barrier system would also act as a wildlife barrier and limit human activity in wildlife habitat. As illustrated by Figure 13, an earthen berm and catchment ditch is being considered. A barrier wall with a smaller footprint is also being considered for the area upslope of the proposed development where there is limited space July 5, 2022 - Page 607 of 885 19 between the property boundary and the edge of development. Recommendations for the barrier system include: a) Height – 12 feet. b) Designed to withstand the maximum impact energy estimated = 2,300kJ. c) The impact face of the barrier should be as vertical as possible. A 1:1 slope is assumed for the earthen berm option, although a steeper grade is preferred. A vertical face with minimal to positive batter on the upslope side is recommended for the impact barrier wall option. d) Ideal orientation of the barrier is perpendicular to the fall line of the slope. If a perpendicular orientation is not possible, a staggered wall geometry may be considered. There shall be no gaps in the barrier system and staggered sections should have appropriate angles and lengths to accommodate coverage of site development. If the angle of the barrier diverges significantly from perpendicular to the fall line of the slope, the system must be designed to accommodate for containment of rocks within the property boundaries. The orientation of the proposed barrier is perpendicular to the fall line of the slope, except at the western end where the wall deviates about 10 to 15 degrees from the preferred orientation. It is not recommended for the barrier system to deviate more than 20 degrees from perpendicular to the fall line of the slope. e) Adequate space uphill of the barrier for catchment and accumulation of rockfall, and for routine access of equipment for removal of accumulated debris. This area should be graded flat. The actual width of the catchment depends on the size of the equipment to be used to remove accumulated debris and the angle of the slope above. The use of explosives or expansion grout can be used to break up large boulders that accumulate in the catchment, creating smaller fragments that can be removed. f) The catchment area must be routinely maintained, and accumulated debris removed. Debris should not be allowed to pile up and thus diminish the effectiveness of the catchment. g) Surface drainage within the catchment should be controlled with adequate slope of the ground surface. Based on proposed development plans available at the time of the study, the ground surface of the catchment slopes down from east to west with a grade of 2%. Water should not be allowed to accumulate or pond in the catchment. Surface drainage and erosion management related to the deeply incised drainages which had flowing water during the Cesare site visits in May and June 2017 must be considered. h) An access road to the catchment area must be designed and maintained. i) Routine inspection of the barrier system must be enforced and will assist in determining the maintenance and repair needs of the system. Inspections should be conducted on a regular basis and immediately following a rockfall or debris flow event. Other construction, maintenance and inspection recommendations may be provided by the wall manufacturer. j) Observation and inspection by a qualified engineering geologist or geotechnical engineer during construction and upon completion of the rockfall barrier is recommended. 4.3.2 Existing Landslide Cesare (2017) determined that there is a large landslide on the east end of the project site, but it does not extend into the development area. Cesare found no evidence of recent movement, however they recommend avoiding development within the mapped extent of the landslide and monitoring the slope if construction occurs near the foot of the landslide. 4.4 Soils The proposed development would impact approximately 5.1 acres of the Millerlake soil as described in Section 2.4. It is recommended that topsoil from the impact area be salvaged and used in areas that are to be landscaped. Specifically, all of the soils on the 5.4-acre development parcel, except for July 5, 2022 - Page 608 of 885 20 the area north of the mitigation berm on the northeast corner and a small area on the southeast corner, would be impacted. 4.5 Vegetation Resources 4.5.1 Vegetation Types The proposed development would impact permanently impact approximately 2.7 acres of an aspen forest. Specifically, all of the aspen forest on the 5.4-acre development parcel, except for the area north of the mitigation berm on the northeast corner and a small area on the southeast corner, would be eliminated. However, there would be a temporary loss of 2.3 acres of aspen forest cleared for the rockfall berm, but reclaimed to a similar habitat. 4.5.2 Wetlands The access road to the proposed development would impact approximately 92 linear feet of a 2-foot wide ephemeral drainage, which is classified as a wetland. Specifically, 68 linear feet would be impacted on the project site via a culvert and riprap, and 24 linear feet south of the project site would also be piped. The total estimated wetland impact would be approximately 184 ft². Specifically, a 24-inch pipe would be installed under the access road to convey stormwater south toward Gore Creek. A permit would be required from the U.S. Army Corps of Engineers (Corps) for the wetland impact of the access road. Specifically, a Nationwide Permit 29 for Residential Development would be required. Due to the small size of the wetland impact, the Corps would not likely require any mitigation for the wetland impact. 4.6 Wildlife Resources The proposed Workforce Housing project would have both negative and beneficial effects on the local wildlife community. There will be a net loss of habitat and wildlife displacement from development and human activity areas when 21.5% of the overall parcel is developed. Negative effects will include approximately five acres of direct habitat losses,8 reduced habitat effectiveness of adjacent buffer zones, increased traffic along the Frontage Road and regional highways, and the displacement of wildlife around off-site recreation corridors that will likely be used by housing residents.9 Potential negative development effects have already been somewhat reduced through the rezoning process that concentrated development on 23% of the parcel, as well as further avoided, minimized, and compensated with (1) the incorporation of wildlife-oriented design criteria into the development’s design, (2) on-site habitat enhancement proposed on 14.6 acres of the parcel that will remain undeveloped, (3) the implementation of wildlife-related construction and operational considerations, and (4) the implementation and enforcement of the human habitation-related minimization measures in the Wildlife Mitigation Plan (TR-10). The beneficial effect would be the enhancement of sheep and elk winter range that is not currently effective for sheep because of fire suppression effects. Figure 14 shows wildlife habitats that would be affected on and adjacent to the 5.4 acre East Vail Workforce Housing parcel. The development footprint, including the driveway and parking lots, buildings, the rockfall wall, and ancillary facilities, would affect approximately five acres of a relatively young aspen stand with a mountain shrub understory dominated by chokecherry. That area of habitat represents 21.5% of the 23.3-acre parcel; 78.5% of the parcel would remain undeveloped. 8 i.e., 2.7 acres from direct habitat losses and fencing blocking wildlife access to another 2.3 acres of the parcel. 9 With resident education, fencing/ barriers, and aggressive fines and enforcement, these recreational impacts will be minimized on lands surrounding the East Vail development area that are important for sheep winter range and other wildlife uses. However, additional, incremental recreational impacts will occur along other existing trail corridors in Eagle County that bisect wildlife habitats as a result of increased recreational use of those trails by Workforce Housing residents. July 5, 2022 - Page 609 of 885 21 Undeveloped habitat on 14.6 acres of the East Vail parcel would be enhanced as big game (bighorn sheep and elk) winter range. Undeveloped habitat on 14.6 acres of the East Vail parcel that would be enhanced as big game (bighorn sheep and elk) winter range would result in a moderate-term enhancement and net gain of mountain shrub habitat, whose quality, quantity, and availability to ungulates has declined as a result of wildfire suppression (Figure 15). Proposed enhancement would also result in a moderate-term net gain of 3.9 acres of mountain shrub habitat, as an over-mature aspen stand with a dense chokecherry understory is treated to enhance sheep winter range. Mule deer, elk, and other wildlife with affinities to mountain shrub habitat would also benefit. Using the results of the 2017-2018 wildlife study (Thompson 2018c), additional sheep winter range enhancement, probably involving hundreds of acres, is under consideration on surrounding NFS lands and TOV open space. Most wildlife present in development areas at the time of construction will be displaced to adjacent habitats, some of which will be occupied. Small mammals, the young of cavity nesting birds, and a reptile (garter snake, Thamnophis elegans) may be killed, depending on the time of year that site clearing starts. The size of the development area likely supports the home ranges of several to a handful of individual bird and small mammal species. After project development and habitation, the development parcel will support those wildlife species tolerant of human development. The effectiveness of habitats surrounding the development to the north, east, and west would be reduced, to a certain extent, by noise, visual, and olfactory disturbances emanating from the development. Distances would vary by species and would be attenuated by screening forest, distance, topography, and the chronic disturbances extending through the parcel from the adjacent Frontage Road and I-70. Birds and small mammals would be the least affected. Elk would exhibit the broadest avoidance zones. Workforce Housing-related traffic increases may incrementally increase wildlife road-kill probabilities on the Frontage Road and along regional highways. Buildout of the East Vail parcel is expected to generate a total of 290 external vehicle trips over the course of an average weekday, including 17 trips during the morning peak hour and 24 trips during the afternoon/evening peak hour (McDowell Engineering 2019). Ten to 20% (29-58) of those contributions would be on the North Frontage Road, while 70-80% (203-232) would be on I-70. These additional contributions represent and average of 9.9% and 0.8% of the current, average, daily traffic volumes on those respective roads and highways. Increased road-kill probabilities on I-70 resulting from the additional Workforce Housing traffic would be discountable relative to the low mortality associated with current high traffic volumes and should not affect local big game because they don’t cross the highway in the vicinity of the project area. Sheep are occasionally present during winter conditions along the Frontage Road and have been known to lick salt off the road, and a few may even cross the road to forage between the road and I- 70. Increased sheep road-kill probabilities on the Frontage Road are possible, but unlikely because of good horizontal visibility along the road, because the sheep are habituated to the traffic, and because most road mortality occurs on roads and highways where posted speeds are ≥ 45mph (Gunther et al. 1998). In the vicinity of the site, the North I-70 Frontage Road has a posted speed limit of 25 mph eastbound and 45 mph westbound. Resident participation in public transportation would reduce potential traffic impacts. The Mitigation Plan contains a section that would educate residents about this issue. Resident education about the parcel’s sensitive location in wildlife habitat and the implementation and enforcement of the Wildlife Mitigation Plan (TR-10), with significant penalties for violators, should reduce and confine potential habitation effects to the parcel’s development area and minimize the potential effects of greatest concern (recreationists and dogs) from extending off-site. Issues specific to individual species and wildlife groups are discussed below under those accounts. July 5, 2022 - Page 610 of 885 22 4.6.1 Focal Wildlife Species of Concern 4.6.1.1 Bighorn Sheep Workforce Housing would permanently convert approximately five acres of bighorn sheep winter range into non-habitat and unavailable habitat (Figure 14). The development footprint would affect 2.7 acres of a relatively young aspen stand with a mountain shrub understory dominated by chokecherry. Another 2.3 acres north of the development area would also be disturbed for the rockfall berm, reclaimed as mountain shrub and aspen habitat, but it would be unavailable to big game because of the fencing needed to restrict residents from the important surrounding wildlife habitats. The forested habitat composing most of the development area was only used on two occasions and for travel only (no foraging) during the 2017-2018 winter (Thompson 2018c), although that use contributed to the functionality of the overall winter range. Workforce Housing would permanently convert 0.3 acres of sheep winter foraging habitat, largely composed of smooth brome, into non-habitat. The effectiveness of habitats surrounding the development to the west, north, and east could also be reduced to a certain extent. Retaining screening aspen forest,10 planting screening trees along the access driveway, and existing topography and distance would reduce those potential indirect effects. Approximately 1.7 acres of sheep winter foraging habitat, composed of smooth brome stands on the cut slope above the Frontage Road and largely off-site, would not be disturbed,11 but its effectiveness would be reduced by its linear configuration and location between the Frontage Road and the housing project. That habitat was used on three occasions during the 2017-2018 winter (Thompson, 2018c), but even that small amount of foraging took foraging pressure off other accessible winter range. After housing has been built and inhabited, sheep may still enter that area to forage under cover of darkness. The effectiveness of sheep winter range to the west of the housing’s driveway could also be impaired by housing-related traffic, although negative effects could be minimized by construction of a screening berm or temporary construction fencing before the first construction season and by planting screening trees (after housing infrastructure, including water for irrigation, is available). The area affected is difficult to quantify, but it could amount to several acres. The level of habituation in the local sheep herd will limit the extent of diurnal displacement. Sheep will likely forage in that area under cover of darkness when humans are not present, as they do now, so the diurnal displacement may have no negative effects. Bighorn sheep lambing should be unaffected by the direct and indirect impacts of the Workforce Housing project because of distance, intervening screening topography, and the implementation of the Wildlife Mitigation Plan. Current human habitation of the Booth Creek residential development is not thought to be affecting lamb productivity or survival. To compensate for the direct and indirect impacts to sheep winter range, 14.6 acres of open space on the East Vail parcel would be enhanced to improve the quality and quantity of accessible forage that is normally maintained by wildfires. That enhancement could start in 2019 and the increased forage availability should be available for the upcoming 2019-2020 winter to compensate for the direct and potential indirect winter foraging losses during project construction that could extend over one winter.12 In spring, 2019, the TOV started habitat enhancement on some of their open space. 10 For example, an existing screen of relatively dense, approximately 15- to 30-foot-tall, young to medium-aged aspen on the parcel’s western tip and extending onto NFS lands to the northwest that is 444-487 ft. wide (see Fig. 8-2 in the Wildlife Mitigation Plan, TR-10) would effectively screen all but the upper floors of the housing and, most importantly, all resident activity on the parcel from the high quality, mountain shrub-dominated, bighorn sheep winter range below the Booth Creek cliffs. In comparison, there are two Booth Creek homes with little aspen buffering located 107 and 177 feet below the rockfall berm that is heavily used by sheep in winter. 11 There would be some disturbance to this habitat resulting from the relocated bus station, however, there are currently no siting or design details available to evaluate. 12 Construction would occur in phases that would present differing levels of disturbance to adjacent habitat effectiveness. Phases would be scheduled to avoid the most obtrusive disturbances during any winter. Initial clearing and site work, when heavy equipment is operating and when disturbances would be greatest, will not occur during any winter. The framing through dry-in phase would occur over one winter. Thereafter, the final inside finishing July 5, 2022 - Page 611 of 885 23 Additional sheep winter range enhancement, probably involving hundreds of acres throughout the winter range polygon as originally proposed in 1998 (USFS 1998), is under consideration on surrounding NFS lands. The need for that widespread enhancement and specific prescriptions that could be implemented near the East Vail parcel was presented to and discussed with TOV, CPW, and USFS representatives on January 11, and February 6 and 8, 2019. Implementation and strict enforcement of sheep-related rules and regulations in the Wildlife Mitigation Plan (TR-10) would further reduce potential impacts to sheep resulting from residents living in the Workforce Housing and should reduce impacts to a level that would not negatively affect the sheep herd. Key sheep-related rules and regulations include resident education, using fencing along the rockfall berm to restrict residents from hiking out of the development onto important sheep winter range surrounding the parcel, prohibiting resident and guest entry into those areas,13 prohibiting trail development on the parcel’s open space, limiting dogs on the parcel and enforcing strict dog control measures, and imposing strict fines for violations. The paramount wildlife concern on this project is the potential for inappropriate recreational use extending beyond the Workforce Housing development area that could adversely affect habitat effectiveness on surrounding lands, some of which are vital to the small bighorn sheep herd. The secondary wildlife concern is the potential effect of stray dogs on adjacent winter range. Strictly enforced rules and regulations with significant penalties for first time violators should minimize recreation and stray dog incidents (see TR-10, Section 8.3.2.1). The Workforce Housing project should not jeopardize the viability of the East Vail sheep herd. 4.6.1.2 Peregrine Falcon Development and habitation of the Workforce Housing parcel should not negatively affect the viability or productivity of the peregrine nest cliff on the opposite side of I-70 from the project area. Regarding buffer zones around peregrine nest cliffs, the CDOW (2008) recommended that “no surface occupancy (beyond that which historically occurred in the area) [occur] within [a] ½ mile radius of active nests” and that there should be a “seasonal restriction to human encroachment within ½ mile of the nest cliff(s) from March 15 to July 31.” That recommendation is valid14 as a general guideline for all peregrine eyries in Colorado. However, the CDOW (2008) also recognized that “some individuals within a species also habituate and tolerate human activity at a proximity that would cause the majority of the group to abandon their nests.” Such is the case with the birds that have nested in East Vail since at least 2011 (Thompson, 2018b; TR-6). A cautionary consideration, however, is that “the tolerance of a particular pair may change when a mate is replaced with a less tolerant individual and this may cause the pair to react to activities that were previously ignored” (CDOW, 2008). The proposed Workforce Housing project (0.36 mi. away from the base of the nest cliff) represents the same type of surface occupancy that is currently associated with the Booth Creek residential area, the Falls at Vail Townhomes, and the East Vail residential area south of I-70, where the closest home on Lupine Drive is 989 horizontal feet (0.19 mi.) away from and ± 600 vertical feet below the 2018 nest ledge. All of the intervening, chronic, human developments and activities (see Section 2.6.3.2) should adequately buffer the nest cliff from construction and habitation of the Workforce Housing parcel. Mitigation (TR-10) is presented that would avoid and minimize potential construction effects associated with blasting. 4.6.1.3 Elk Potential residential development on the subject parcel will be of concern for elk for the same reasons described for bighorn sheep (the net loss of winter range, further impaired effectiveness of habitat within the influence of the development, and other potential habitation-related effects [e.g., dispersed recreation originating from residences and free-ranging dogs]). As described for sheep, elk habitat use in this area has adapted to I-70 activity, nearby subdivisions, and dispersed recreational activity, phase would have the least obtrusive disturbances. 13 I.e., on TOV open space to the west, National Forest Service lands to the north, and East Vail parcel open space to the east, some of which are vital to the small bighorn sheep herd. 14 For what it was developed to consider. July 5, 2022 - Page 612 of 885 24 but unlike sheep, the local elk have not habituated at all to human presence.15 The relatively small (5-acre) potential East Vail development would result in a further, incremental loss of winter range in an overall elk herd whose numbers have declined as a collective result of similar winter range losses and recreational activity effects. The winter range forage losses should be more than offset by reinvigorating forage quality and quantity and facilitating access to 14.6 acres of on-site winter range that are now somewhat impaired by jackstrawed logs and out-of-reach browse. That on-site habitat enhancement could start in 2019, subject to TOV approvals (TR-10). Seventy-nine percent of the parcel would remain available for continued elk use. Additional winter range habitat enhancement being implemented and considered on surrounding TOV and NFS lands would also benefit elk. The subdivision and fencing would also deflect movements from a favored route (the 8-10 ft. wide buried electric line through the parcel) that a small group of elk,16 wary of human activity and presence, use to move through this portion of their winter range. The project would continue to provide an east- west corridor through the rear portion of the parcel along the north side of the rockfall berm. Elk should also continue to use additional, existing, east-west movement routes buffered to the north of the housing. Other mitigation measures proposed for bighorn sheep would also benefit elk. 4.6.1.4 Black Bear Residential development on the Workforce Housing parcel will be of concern for black bears because of (1) potential habitation-related effects (e.g., potential garbage-handling issues), (2) the small, but additional net loss of summer forage habitat, and (3) further impaired effectiveness of habitat within the influence of the development. Approximately 79% of the parcel would remain undeveloped and available for continued bear use. Implementation of measures contained in the Wildlife Mitigation Plan (TR-10) should minimize human/bear conflicts to acceptable levels. 4.6.2 Other Wildlife Species and Groups Implementation of construction and habitation measures contained in the Wildlife Mitigation Plan (TR-10) for the focal wildlife species would also benefit other wildlife species and groups within the project’s area of influence. Note that some of the wildlife groups and species considered in the Existing Environment section, above, would not be affected by the proposed development and were not carried forward to this section. 4.6.2.1 Migratory Birds The Workforce Housing project would remove approximately five acres of habitat used by birds for foraging and nesting. Approximately 2.3 acres of habitat north of the development area that were grade for the rockfall berm would be restored to mountain shrub and aspen habitat. That habitat would be available and used by migratory birds as it develops and matures. Some birds tolerant of close human proximity and those attracted to feeders would inhabit the development area. 4.6.2.2 Fish Fish and other aquatic life in Gore Creek should not be negatively affected by the project with the implementation of standard Best Management Practices that would prevent sedimentation and impermeable surface runoff from reaching the creek. 4.6.2.3 Mule Deer and Moose The Workforce Housing project would approximately five acres of deer and moose summer range and deflect east-west movements through the area to the north. Mitigation measures proposed for sheep and elk would also benefit deer and moose. 15 During the 2017-2018 winter wildlife study (Thompson 2018), elk were present on the parcel and in the surrounding area, but only under cover of darkness. 16 Composed of 12 cows, 2 calves, and a spike, in winter 2017-2018. July 5, 2022 - Page 613 of 885 25 4.6.2.4 Mountain Lion Mountain lions should be unaffected by the Workforce Housing project. There is likely limited current lion use of the development parcel and the lion prey base (largely ungulates) should not be measurably diminished by the project. 4.7 Noise The proposed development would generate a short-term increase in noise levels due to heavy equipment use during construction. When construction is complete, the project would generate approximately 460 external vehicle trips over the course of an average weekday, including 29 trips during the morning rush hour and 46 trips during the afternoon/evening peak hour (TR-9), and noise would also be generated by human occupation of the development. Considering the ambient noise generated by the I-70 corridor, the added impact of the noise generated by the proposed development following construction would likely be negligible. 4.8 Odors The proposed development would not generate any odors. 4.9 Visual Resources The development would have a mountain contemporary design that honors the fundamentals of the Town of Vail design guidelines and the precedent of other recent Town of Vail’s local housing projects such as Lions Ridge and Chamonix Vail. Buildings would be built into the gradually sloping hillside with the walk-out garden level on the lowest floor, and units on the 2nd floor walking out at grade on the north side of each building. Exterior materials will include stucco and cementitious siding that resembles wood siding, with windows and large sliding doors for most units. Primary roofs would be pitched and have asphalt shingles; metal materials would compose the secondary roofing. Triumph Development has also worked to minimize the height of stepped retaining walls that are required for site access and surface parking that is so important in the economics of a local housing project. The proposed number of parking spaces has been kept to a minimum to keep the footprint of the project as small as possible. The proposed development would not block any view corridors to the Gore Creek Valley or the north-facing mountain slopes to the south as there are no contiguous neighbors. The project will be visible from the CDOT right of way including I70 and the North Frontage Road. An earthen berm and rockfall protection structure have been provided across the rear of the development to, in part, provide a physical and visual barrier between the human-occupied portion of the development and the USFS and Town of Vail open space behind and to the west of the property. 4.10 Land Use The 5.4 acres of the project site zoned as Housing (H) would be developed and used as residential space. The 17.9 acres zoned as Natural Area Preservation (NAP) would remain as open space and be enhanced for wildlife use. Thus, the proposed development is consistent with Town Council’s October 2017 rezoning to Housing. The potential development of the Housing parcel and enhancement of the NAP parcel is recognized in Action Item #23 of the update to the Town of Vail 2018 Open Lands Plan Update. Thus, the proposed development would change the land use for 5.4 acres of the project site from open space and wildlife habitat to a residential land use. 4.11 Access & Transportation McDowell Engineering, LLC (2019; TR-9) completed a CDOT Level 2 Study to forecast and analyze the impact of traffic volumes generated by the development on the surrounding roadway network. The traffic analysis was scoped with the Town of Vail and CDOT prior to completion. The analysis determined that: July 5, 2022 - Page 614 of 885 26 • Site Access & Circulation: The site is proposing to take access directly from the north I‐70 Frontage Road. Sight distance meets the minimum spacing sight distance requirement per CDOT’s State Highway Access Code. • Trip Generation: The buildout of the site is expected to generate a total of 290 external vehicle trips over the course of an average weekday, including 17 trips during the morning peak hour and 24 trips during the afternoon/evening peak hour. See Table 4. • Auxiliary Turn Lane Requirement: No additional auxiliary turn lane construction is required. • State Highway Access Permit: A State Highway Access Permit will be required for the proposed I-70 North Frontage Road access. • Recommendations: Based on the analysis and recommendations in the McDowell Engineering Report (2019), the project can be successfully incorporated into the Town of Vail’s roadway network. Table 4. Proposed East Vail Residential Trip Generation Analysis Estimated Site-Generated Traffic, East Vail Workforce Housing Trip Generation Average Morning Peak Hour Evening Peak Hour Units2 Rates1 Weekday3 Inbound Outbound Inbound Outbound Ave. Week day AM Peak Hour PM Peak Hour Trips (VPD) % Trips Trips % Trips Trips % Trips Trips % Trips Trips APT 42 DU 3.29 0.21 0.33 138 32% 3 68% 6 54% 7 46% 6 TH4 31 DU 5.44 0.32 0.41 169 27% 3 73% 7 60% 8 40% 5 MMR -10% -17 0 -1 -1 -1 Anticipated Trip Generation 290 5 12 14 10 1 Values obtained from field counts at the Timber Ridge and Lions Ridge Apartment Accesses during ski season on December 1, 2018. 2 DU = Dwelling Units 3 Assumes a dhv of 10% of ADT. 4 Values obtained from Trip Generation, 10th Edition, Institute of Transportation Engineers, 2017. APT = Apartments; TH = Townhomes; MMR = Multimodal Reduction 4.12 Population As documented by Table 5, the population of the proposed development would range from a low of 113 to a high of 254. Table 5. Population Projection East Vail Workforce Housing Subdivision Number Persons Per Unit _Total Persons_ Unit Type of Units High Low High Low VR Units 42 4 2 168 84 EHU TH1 2BR 7 4 1 28 7 EHU TH2 3BR 8 5 2 40 16 EHU TH3 2BR 2 4 1 8 2 EHU TH4 3BR 2 5 2 10 4 Market TH1 3BR 6 5 2 30 12 July 5, 2022 - Page 615 of 885 27 Table 5. Population Projection East Vail Workforce Housing Subdivision Number Persons Per Unit _Total Persons_ Unit Type of Units High Low High Low Market TH2 3BR 6 5 2 30 12 Market TH3 0 5 2 0 0 Market TH4 0 5 2 0 0 Total 61 254 113 5.0 Cumulative & Long-term Effects and Irreversible Environmental Changes 5.1 Hydrology 5.1.1 Surface Water The proposed development would impact (pipe) a 92-foot long segment of an ephemeral stream in order to create transportation access to the development. This represents a long-term effect and an irreversible environmental change. 5.1.2 Groundwater There would be no long-term effects or irreversible environmental change to groundwater. 5.2 Atmospheric Condition The slight increase in hydrocarbon pollutants generated by the development and its traffic represents a cumulative long-term effect and an irreversible environmental change. 5.3 Geology & Hazards The long-term risk posed by the rockfall hazard potential would be mitigated in a design as developed by Cesare, Inc. The mitigation represents a long-term effect and irreversible environmental change. 5.4 Soils The proposed development would impact 5.1 acres of native soil. The soil loss represents a cumulative and long-term effect and an irreversible environmental change. 5.5 Vegetation Resources 5.5.1 Vegetation Types The proposed development would result in the permanent loss of approximately 2.7 acres of an aspen forest. This represents a cumulative and long-term effect and an irreversible environmental change. Approximately 2.3 acres of aspen forest habitat would be restored following construction. 5.5.2 Wetlands Piping and riprap on and off-site would impact 184 ft² of a 2-foot wide ephemeral stream that is classified as a wetland. This represents a small cumulative effect and a long-term irreversible environmental change. 5.6 Wildlife Resources The proposed project would have both negative and beneficial effects on the local wildlife community. The project would result in the permanent, irreversible loss of 2.7 acres of relatively young aspen with a mountain shrub understory dominated by chokecherry, as it is converted largely July 5, 2022 - Page 616 of 885 28 into an urban wildlife habitat. That area of habitat represents 22% of the 23.3-acre parcel; 78% of the parcel would remain undeveloped. There would also be a temporary loss of 2.3 acres of similar habitat cleared for the rockfall berm, but reclaimed as a similar community. Big game would be restricted from that acreage by the human exclusion fence, but avian and small wildlife species should recolonize that habitat as it matures. There will also be wildlife displacement and reduced habitat effectiveness in habitats surrounding the on-site development and human activity areas and displacement of wildlife around existing, off-site recreation corridors used by housing residents.17 Wildlife displacement will vary by species and season of habitat occupancy. These direct and indirect project effects have been and would be avoided, minimized, and compensated with (1) the parcel’s rezoning, (2) the incorporation of wildlife-oriented design criteria into the development’s design, (3) with 14.6 acres of on-site habitat enhancement, (4) with the implementation of wildlife-related construction and operational considerations, and (5) with the implementation and enforcement of the Wildlife Mitigation Plan (TR-10). While the resulting project effects would be relatively small, they would nevertheless be additive to the cumulative wildlife habitat losses that have occurred in the Gore Creek Valley and further down valley in Eagle County since the early 1960’s. Collective habitat losses, the effects of increasing recreational activity in wildlife habitats, and other factors have reduced the size of the local elk, mule deer, and bighorn sheep herds (Andree, 2017). There are no reasonably foreseeable projects that meet criteria warranting consideration in this analysis (CEQ 1997, USEPA 1999). Potential bighorn sheep winter range enhancement on NFS land surrounding the project area is speculative at this time. 5.7 Noise Noise generated by the proposed development and the traffic it generates would create a slight cumulative and long-term environmental change. However, given the proximity to I-70, this change would be negligible. 5.8 Odors There would be no odor impacts. 5.9 Visual Resources Development of the project site would create a cumulative, long-term and irreversible change to the visual resources of the area. Approximately 4.46 acres of native landscape would be replaced with a residential development. 5.10 Land Use Development of 5.4 acres of the project site which is currently used as open space and wildlife habitat would change the land use to a residential land use. This represents a cumulative, long-term effect and an irreversible environmental change to land use. 5.11 Access & Transportation The traffic generated by the proposed development, an estimated 290 vehicle trips per day, represents a cumulative and long-term effect and irreversible change to the existing traffic condition. 5.12 Population The estimated 113 - 254 residents of the development represent a cumulative long-term increase in the population of the town and an irreversible environmental change. 17 With resident education, fencing, and aggressive fines and enforcement, these recreational impacts will be minimized on lands surrounding the East Vail development area that are important for sheep winter range and other wildlife uses. However, additional recreational impacts will occur along other existing trail corridors in Eagle County that bisect wildlife habitats as a result of increased recreational use of those trails by Workforce Housing residents. July 5, 2022 - Page 617 of 885 29 6.0 Figures July 5, 2022 - Page 618 of 885 Copyright:© 2013 National Geographic Society, i-cubed 106°18'0"W 106°18'0"W 106°19'0"W 106°19'0"W 39°39'0"N39°39'0"N39°38'0"N39°38'0"NFigure 1. Project Location MapEast Vail Workforce Subdivision COLORADO Project Area BASE: USGS 7.5' Vail East Quadrangle, Colorado Prepared by: Birch Ecology LLC 429 Main Street P.O. Box 170 Lyons, CO 80540 (720) 350-2530 www. birchecology.com EagleCounty ^_ Booth Creek ±1:24,000 I-70 East Vail Exit Pitkin Creek Gore Creek Parcel Boundary 30 July 5, 2022 - Page 619 of 885 Figure 2. Aerial PhotographEast Vail Workforce Housing EAGLE COUNTY, CO Boundary ofWetland Delineation Prepared by: Birch Ecology LLC 429 Main Street P.O. Box 170 Lyons, CO 80540 (720) 350-2530 www. birchecology.com Content may not reflectNational Geographic's current ProjectSite ±1:6,000 North Frontage Road Gore Creek Parcel Boundary I-70 East Vail Exit Fall Line Drive 31 July 5, 2022 - Page 620 of 885 Figure 3.Wetland MapEast Vail Workforce HousingLegend:WetlandsSoil PitsPit 1Date: February 2019Contour Interval = 2 ftScale: 1 in = 110 ftWetland FlaggingSurveyed by:Peak Land Surveying Inc.of Vail, COEphemeral Stream ChannelCulvertsProject BoundaryBirch Ecology LLC 429 Main Street P.O. Box 170 Lyons, CO 80540 (720) 350-2530 www.birchecology.comprepared by:32July 5, 2022 - Page 621 of 885 FIGURE 5 Geologic Map PROJECT NO: PROJECT NAME: DRAWN BY: CHECKED BY: 17.5029 RAB JMF Rockfall Hazard Study, East Vail Parcel DWG DATE:06.16.17 REV. DATE:-- W:\2017\Summit\17.5000\17.5029.A Vail Valley Rockfall Analysis\ACAD\Figure 4 Geologic Map.dwg 6/15/2017 4:53 PM Map Source: USGS Kellogg, Bryant and Redsteer0600' 1200'1" = 600'LEGEND:SITE BOUNDARYJuly 5, 2022 - Page 622 of 885 FIGURE 6 Legend for Geologic Map Figure 5 PROJECT NO: PROJECT NAME: DRAWN BY: CHECKED BY: 17.5029 RAB JMF Rockfall Hazard Study, East Vail Parcel DWG DATE:06.16.17 REV. DATE:--Source: USGS Kellogg, Bryant and RedsteerJuly 5, 2022 - Page 623 of 885 0 0.25 0.5 0.75 1 mi Site Boundary Town Boundary Parcels Rock Fall Approved Mitigation High Severity Rockfall Medium Severity Rockfall LEGEND 3JMF17.5029Rockfall Hazard Study, East Vail ParcelLAG5/22/17Official Rockfall Hazard Map Town of Vail, ColoradoGoogle Earth Imagery 35July 5, 2022 - Page 624 of 885 Rockfall Source Zone(Robinson Limestone, Minturn Formation)Rockfall Source Zone(Robinson Limestone, Minturn Formation)Rockfall Source Zone(Lower Member, Minturn Formation)Deeply Incised Drainage Channels(potential debris flow)ApproximateLandslideExtentsGoreCreekI-70Pitk i n C r e e kPitkinCreekTownhomesFall Line DriveBoothCreekMountainHomesEast Vail ParcelPropertyBoundaryFIGURE 5LiDAR IŵagerLJWroũect No͗ ϭϴϭϬ5Wroũect Naŵe͗ East saiů WarceůDate͗ Ϭϭ͘Ϯ5͘ϮϬϭϵSKYLINE GEOSCIENCEGEOLOGICAL CONSULdINGLiDAR Bare Earth Surfaceside viewLiDAR First Returnsshowing vegetative coverϬϭϬϬϬϮϬϬϬAWWROyIDAdE SCALE IN FEEdLiDAR Bare Earth SurfaceϬϲϬϬϭϮϬϬAWWROyIDAdE SCALE IN FEEdJuly 5, 2022 - Page 625 of 885 GoreCreekPit k i n C r e e kFall Line Drive123454Pitkin CreekTownhomesFIGURE 7LaŶĚƐůŝĚe DaƉSKYLINE GEOSCIENCEWrŽũeĐƚ NŽ͗ 1ϴ1Ϭ5WrŽũeĐƚ Naŵe͗ EaƐƚ saŝů WarĐeůaƚe͗ Ϭ1͘31͘2Ϭ1ϵGEOLOGICAL CONSULdINGϬ5ϬϬ1ϬϬϬAWWROyIDAdE SCALE IN FEEdaƐeŵaƉ͗ LŝAR ŐrŽƵŶĚ ƐƵrĨaĐe͘AƉƉrŽdžŝŵaƚe LaŶĚƐůŝĚe EdžƚeŶƚƐEaƐƚ saŝů tŽrŬĨŽrĐe ,ŽƵƐŝŶŐ WarĐeů Ͳ Ɖarƚ ƚŽ ďe ĚeǀeůŽƉeĚ ;нͬͲ 5͘4 aĐreƐͿAƉƉrŽdžŝŵaƚe EdžƚeŶƚƐ͕ ƉƵďůŝƐŚeĚ ůaŶĚƐůŝĚe ĚeƉŽƐŝƚ ;KeůůŽŐŐ aŶĚ ŽƚŚerƐ͕ 2ϬϬ3ͿArea 1 Ͳ ůaŶĚƐůŝĚe ŚeaĚƐĐarƉ͕ ĚŽǁŶͲĚrŽƉƉeĚ͕ ĚeƚaĐŚŵeŶƚ area͘Area 2 Ͳ ĚŽǁŶͲĚrŽƉƉeĚ area ǁŝƚŚ ŝrreŐƵůar ƚŽƉŽŐraƉŚLJ͘Area 3 Ͳ ĚŝƐůŽĐaƚeĚ͕ ƐeŵŝͲŝŶƚaĐƚ ďůŽĐŬ ƚŚaƚ ŚaƐ ŵŽǀeĚ ĚŽǁŶƐůŽƉeĨrŽŵ ƚŚe ƉŽŝŶƚ ŽĨ ŽrŝŐŝŶ͕ ŚƵŵŵŽĐŬLJ aŶĚ ƵŶeǀeŶƚŽƉŽŐraƉŚLJ͘Area 4 Ͳ ůaŶĚƐůŝĚe ĨůaŶŬ͕ ŽǀerͲƐƚeeƉeŶeĚ ƐůŽƉe͘Area 5 Ͳ ůaŶĚƐůŝĚe ƚŽe͕ ŽǀerͲƐƚeeƉeŶeĚ ƐůŽƉe͘Page 37July 5, 2022 - Page 626 of 885 38 Figure 8. Important bighorn sheep seasonal ranges mapped by CPW in the vicinity of the East Vail parcel (red outline). See text for range definitions. Bighorn sheep winter range and severe winter range cover the same largest area and are shaded light blue. Winter concentration area is shown in the two darker blue polygons. The southern edge of a lambing area above the Booth Creek cliffs is outlined in green. July 5, 2022 - Page 627 of 885 39 Figure 9. Active peregrine falcon nesting cliff complex and surrounding 0.5-mile buffer (shaded blue) mapped by CPW in the vicinity of the East Vail parcel (red outline). July 5, 2022 - Page 628 of 885 40 Figure 10. Elk winter range (outlined in light blue) mapped by CPW in the vicinity of the East Vail parcel (red outline). In undeveloped habitats, which include the entire East Vail parcel, the winter range actually comes down to the north shoulder of I-70. July 5, 2022 - Page 629 of 885 41 Figure 11. Black bear summer concentration area and human/bear conflict area (a single polygon outlined and shaded purple) mapped by CPW in the vicinity of the East Vail parcel (red outline). July 5, 2022 - Page 630 of 885 Existing 24"CulvertInterstate 70I-70 North Frontage RoadProposedWooden StairsWetlands to be protectedProposed RockfallMitigation BermEphemeral StreamProposed RiprapLined SwaleProposed 24" PipeProposed MechanicallyStabilized Earth Wall forRockfall ProtectionBusShelterProposed Stormwater PipeProposedStormwaterTreatmentManholesPROPOSED 8" DIP WATER MAINPROPOSED 8" PVC SEWER MAINBUILDINGDBUILDINGCBUILDINGHBUILDINGGBUILDINGFBUILDINGEBUILDINGABUILDINGBVR BUILDING 3VR BUILDING 2VR BUILDING 1Tiered BoulderWallsTie-in to Existing10" Water MainConnect toExisting GasConnect to ExistingCentury Link FiberProposed 8"Sewer MainTie-in to ExistingElectricProposed 4'Gravel PathProposedWater QualityPondFigure 12. Proposed Development PlanEast Vail Workforce HousingLegend:Existing ContoursProposed ContoursDate: May 2019Contour Interval = 2 ftScale: 1 in = 75 ftEngineering by:Alpine EngineeringEdwards, COWetland FlaggingSurveyed by:Peak Land Surveying Inc.Vail, COEphemeral Stream ChannelBIRCH ECOLOGYBirch Ecology LLC 429 Main Street P.O. Box 170 Lyons, CO 80540 (720) 350-2530 www.birchecology.comprepared by:WetlandsProposed Water LinesProposed Sewer LinesProposed ElectricProposed GasExisting CulvertsProposed Stormwater PipesProposed Century LinkProposed Comcast42July 5, 2022 - Page 631 of 885 12.012.06.0Access andaccumulation areaRockfall wallExisting ground surface15.012.03.06.040.0Access andaccumulation areaEarthen bermapproximate 1:1 slopeExisting ground surfaceFIGURE 11Typical Sections - Rockfall BarriersS<zLINE GEOSCIENCEProject No: 18105Project Name: East Vail ParcelDate: 01.25.2019GEOLOGICAL CONSULTING01020APPROXIMATE SCALE IN FEETA. Earthen BermB. Structural tall Page 43July 5, 2022 - Page 632 of 885 44 Figure 14. Wildlife habitats affected on and adjacent to the 5.4-acre East Vail Workforce Housing parcel. The development footprint would affect 3.3 acres of a relatively young aspen stand with a mountain shrub understory dominated by chokecherry. Approximately 0.3 acres of bighorn sheep winter foraging habitat, largely composed of smooth brome, would be permanently lost. Approximately 1.7 acres of sheep winter foraging habitat, also composed of smooth brome and largely off-site, would not be disturbed, but its effectiveness would be reduced by its linear configuration and location between the Frontage Road and the housing. The effectiveness of winter range to the west of the housing’s driveway could also be impaired by housing-related traffic, but that area is difficult to quantify. Mitigation is proposed to better maintain that habitat effectiveness. July 5, 2022 - Page 633 of 885 45 Figure 15. Bighorn Sheep Winter Range Enhancement Bighorn sheep winter range enhancement prescriptions proposed on 14.6 acres of the East Vail parcel (red outline) to compensate for winter range lost to, and affected by, development of the Workforce Housing project. July 5, 2022 - Page 634 of 885 46 7.0 References Ackerfield, J. 2015. The Flora of Colorado. BRIT Press, Ft. Worth, Texas. 818p. Andree, B. 2017. Untitled letter re: the sustainability of wildlife populations within the Gore Valley. CPW. Glenwood Springs, CO. Ltr. to P. Wadden, Watershed Community Coordinator, Town of Vail. Mar. 6. 7pp. Birch Ecology. 2019. Wetland Delineation Report, East Vail Workforce Subdivision, Eagle County, Colorado. Prepared for Triumph Development & Western Ecological Resource. February 2019. Bush, T. 2006. Plant fact sheet: smooth brome, Bromus inermis. USDA NRCS Rose Lake Plant Materials Center, East Lansing, Michigan. 2pp. May 25. Cesare, Inc. 2018. Preliminary Subsurface Exploration, East Vail Housing Rock Mitigation and Geotechnical Study, Vail Colorado. Prepared for Triumph Development. November 14, 2018. Cesare, Inc. 2017. Rockfall Hazard Study, East Vail Parcel, Vail, Colorado. Prepared for Kevin Hopkins, Vail Resorts Development Company. June 19, 2017. Chick, Nancy. 2018. Colorado Department of Public Health and Environment Background Estimates for Air Pollution, East Vail Workforce Subdivision. December 27, 2018. Colorado Natural Heritage Program. 2017. Biodiversity Tracking and Conservation System. Colorado State University, Fort Collins, Colorado, U.S.A. Tracked Vascular Plant Species. [Online]. Available: http://www.cnhp.colostate.edu/tracking/vascular.html Colorado Parks and Wildlife. 2008. Recommended buffer zones and seasonal restrictions for Colorado raptors. CPW, Denver, CO. Craig, G.R. 1978. American peregrine falcon, Falco peregrinus anatum. Pages 40-45 in Essential habitat for threatened or endangered wildlife in Colorado. CDOW, Denver. 84 pp. Gunther, K.A., M.J. Biel and H.L. Robison. 1998. Factors influencing the frequency of road-killed wildlife in Yellowstone National Park. pp. 395 to 405 in Proceedings of the International Conference on Wildlife Ecology and Transportation. Fort Myers, FL, Feb. 9 to 12, 1998. Jennings, William F. 1990. Final Report. Species studied: Spiranthes diluvialis, Sisyrinchium pallidum. Report for the Nature Conservancy under the Colorado Natural History Small Grants Program. The Nature Conservancy, Boulder, Colorado. Kellogg, K.S., Bryant, B., Redsteer, M.H. 2003. Geologic Map of the Vail East Quadrangle, Eagle County, Colorado: U.S. Geological Survey Miscellaneous Field Studies Map MF-2375, Version 1.1. Kellogg, K.S., Shroba, R.R., Premo, W.R., Bryant, B. 2011. Geologic Map of the Eastern Half of Vail 30’ x 60’ Quadrangle, Eagle, Summit, and Grand Counties, Colorado: U.S. Geological Survey Scientific Investigations Map 3170. Skyline Geoscience. 2019. Geologic Hazard Analysis, East Vail Parcel, Vail, Colorado. Prepared for Cesare, Inc. February 12, 2019. July 5, 2022 - Page 635 of 885 47 Spackman, S., et al. 1997. Colorado Rare Plant Field Guide. Prepared for the Bureau of Land Management, the U.S. Forest Service, and the U.S. Fish and Wildlife Service by the Colorado Natural Heritage Program. Thompson, R.W. 2019. Wildlife Mitigation Plan, East Vail Workforce Housing Project, Town of Vail, Colorado. Western Ecosystems, Inc. Boulder, CO. February 2019. Thompson, R.W. 2018a. Recommended wildlife design criteria for Vail Resort’s East Vail Workforce Housing parcel, Town of Vail. Western Ecosystems, Inc. Boulder, CO. 6 pp., June 15. Thompson, R.W. 2018b. East Vail peregrines – 2018 nesting attempt to date. Western Ecosystems, Inc. Boulder, CO. 6 pp., June 18. Thompson, R.W. 2018c. Wildlife monitoring report for the East Vail Workforce Housing parcel, Town of Vail, Colorado. Western Ecosystems, Inc. Boulder, CO. 33 pp., Aug. 31. Thompson, R.W. 2018d. East Vail Workforce Housing project conceptual bighorn sheep winter range enhancement prescriptions memorandum. Western Ecosystems, Inc. Boulder, CO. 3 pp., Nov. 5. Thompson, R.W. 2017. Rezoning wildlife assessment of Vail Resort’s East Vail Workforce Housing parcel, Town of Vail. Western Ecosystems, Inc. Boulder, CO. 10 pp., Aug. 10. U.S. Army Corps of Engineers. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Arid West Region. ERDC/EL TR-08-28. U.S. Army Engineer Research and Development Center, Vicksburg, MS. U.S. Army Corps of Engineers. 1987. Wetlands Delineation Manual, Technical Report Y-87-1. U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, MS. U.S. Council on Environmental Quality. 1997. Considering cumulative effects under the National Environmental Policy Act. Council on Environmental Quality, Executive Office of the President. Wash., D.C. 64 pp. U.S. Environmental Protection Agency. 1999. Consideration of cumulative effects in EPA review of NEPA documents. U.S. EPA Off. Fed. Activities. Wash., D.C. 18 pp. U. S. Fish and Wildlife Service (USFWS). 1995. Ute Ladies'-tresses (Spiranthes diluvialis) recovery plan. U.S. Fish and Wildlife Service, Denver, Colorado. U.S. Forest Service. 2015. White River National Forest revised sensitive species list - terrestrial. USDA Forest Service, Glenwood Springs, CO. (updated by J. Austin, USFS, Nov. 7, 2016) U.S. Forest Service. 1998. Environmental Assessment, Booth Creek Project Burn Area, Eagle County, Colorado. Holy Cross Ranger District, White River National Forest, Minturn, CO. Feb. 6. July 5, 2022 - Page 636 of 885 Appendix A. Colorado Department of Public Health & Environment Correspondence – Background Estimates for Air Pollution in Project Site July 5, 2022 - Page 637 of 885 CO requested? CO 1 Hour Second Maximum (ppm) CO 8 Hour Second Maximum (ppm) O3 requested? O3 8 Hour Fourth Maximum (ppm) SO2 requested? SO2 1 Hour 99th Percentile SO2 3 Hour Second Maximum (ppm) (Secondary Standard) NO2 requested?) NO2 Annual Mean (ppm) NO2 1 Hour 98th Percentile (ppm) PM10 requested? Pollutant Standard Estimated Concentration Basis for Estimate Longitude:-106.304878 Latitude: EagleCounty: East Vail Workforce Subdivision You recently requested background estimates for air pollution in the area of the following project: Mr. Johnson, December 27, 2018 Dear By email:david@westerneco.com David Johnson The estimates, and their bases, are given below. PM10 24 Hour Second Maximum (ug/m3) PM2.5 requested? PM2.5 Annual Mean (ug/m3) PM2.5 24 Hour 98th Percentile (ug/m3) Pb requested? Pb Rolling 3-Month Average (ug/m3) Yes 2 1 Grand Junction, 2015 - 2017. 0.064 Yes Yes Yes Yes Yes Yes Glenwood Springs, Feb - Dec 2015. 0.005 0.008 RM Steel Print Shop, Pueblo, 2013 - 2015. Glenwood Springs, Feb - Dec 2015. 0.033 40 Glenwood Springs, Feb - Dec 2015. 5 13 Glenwood Springs, Feb - Dec 2015. Denver Municipal Animal Shelter, 2009.0.006 39.645108NAD83:AND / OR NAD27 0.012 Standard 35 9 0.070 0.053 0.100 150 12.0 35 0.15 0.075 0.05 SO2 24 Hour Second Maximum (ppm) . 0.003 0.001SO2 Annual Mean (ppm) . A-1 July 5, 2022 - Page 638 of 885 These estimates are derived from ambient monitored concentrations that are available to the Division to represent background levels (added to the impacts of the project emissions and emissions from other nearby sources) in cumulative ambient air impacts for comparison to the NAAQS. They are not suitable for applications beyond that scope of use. The quantity of data is sometimes limited and may be of uncertain quality. The ambient background concentrations - 1. Do not necessarily substitute for on-site monitoring data; i.e., for permitting actions subject to PSD rules, pre-construction monitoring may be required. 2. Indicate the ambient levels in general geographic areas, not a specific location. This is particularly true for particulate concentration values. 3. Are subject to change without notice as new information is acquired. Use of these background estimates should be accompanied by an appropriate citation that indicates their source and their limitations. Referencing this letter would be adequate, but an expanded explanation is suggested. If you have questions, I can be reached at 303-692-3226, or email: nancy.chick@state.co.us. Sincerely, Nancy D. Chick Environmental Protection Specialist Air Pollution Control Division C:\background concentration\request no.177 Any ozone concentrations provided here are for informational purposes only. They are not for use in modeling. Ozone concentrations for use in modeling (AERMOD / OLM) should be requested separately. Upon request, refinement of a single value background concentration listed above may be conducted by the modeling staff (email: emmett.malone@state.co.us), if applicable, appropriate, and justified. A-2 July 5, 2022 - Page 639 of 885 Appendix B. IPaC Resource List July 5, 2022 - Page 640 of 885 IPaC resource list This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the project area referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly a ected by activities in the project area. However, determining the likelihood and extent of e ects a project may have on trust resources typically requires gathering additional site-speci c (e.g., vegetation/species surveys) and project-speci c (e.g., magnitude and timing of proposed activities) information. Below is a summary of the project information you provided and contact information for the USFWS o ce(s) with jurisdiction in the de ned project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for additional information applicable to the trust resources addressed in that section. Location Eagle County, Colorado Local o ce Western Colorado Ecological Services Field O ce (970) 243-2778 (970) 245-6933 445 West Gunnison Avenue, Suite 240 Grand Junction, CO 81501-5711 http://www.fws.gov/mountain-prairie/es/Colorado/ http://www.fws.gov/platteriver/ U.S. Fish & Wildlife ServiceIPaC B-1 July 5, 2022 - Page 641 of 885 Endangered species This resource list is for informational purposes only and does not constitute an analysis of project level impacts. The primary information used to generate this list is the known or expected range of each species. Additional areas of in uence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly a ected by activities in that area (e.g., placing a dam upstream of a sh population, even if that sh does not occur at the dam site, may indirectly impact the species by reducing or eliminating water ow downstream). Because species can move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To fully determine any potential e ects to species, additional site-speci c and project-speci c information is often required. Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any species which is listed or proposed to be listed may be present in the area of such proposed action" for any project that is conducted, permitted, funded, or licensed by any Federal agency. A letter from the local o ce and a species list which ful lls this requirement can only be obtained by requesting an o cial species list from either the Regulatory Review section in IPaC (see directions below) or from the local eld o ce directly. For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an o cial species list by doing the following: 1. Draw the project location and click CONTINUE. 2. Click DEFINE PROJECT. 3. Log in (if directed to do so). 4. Provide a name and description for your project. 5. Click REQUEST SPECIES LIST. Listed species and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service (USFWS) and the sheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries ). Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA Fisheries for species under their jurisdiction. 1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or proposed, for listing. See the listing status page for more information. 2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an o ce of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following species are potentially a ected by activities in this location: Mammals 1 2 NAME STATUS B-2 July 5, 2022 - Page 642 of 885 Birds Fishes Canada Lynx Lynx canadensis There is nal critical habitat for this species. Your location is outside the critical habitat. https://ecos.fws.gov/ecp/species/3652 Threatened NAME STATUS Mexican Spotted Owl Strix occidentalis lucida There is nal critical habitat for this species. Your location is outside the critical habitat. https://ecos.fws.gov/ecp/species/8196 Threatened Yellow-billed Cuckoo Coccyzus americanus There is proposed critical habitat for this species. Your location is outside the critical habitat. https://ecos.fws.gov/ecp/species/3911 Threatened NAME STATUS Bonytail Chub Gila elegans This species only needs to be considered if the following condition applies: Water depletions in the upper Colorado River basin adversely a ect this species and its critical habitat. This species does not need to be considered if the project is outside of its occupied habitat and does not deplete water from the basin. There is nal critical habitat for this species. Your location is outside the critical habitat. https://ecos.fws.gov/ecp/species/1377 Endangered Colorado Pikeminnow (=squaw sh) Ptychocheilus lucius This species only needs to be considered if the following condition applies: Water depletions in the upper Colorado River basin adversely a ect this species and its critical habitat. This species does not need to be considered if the project is outside of its occupied habitat and does not deplete water from the basin. There is nal critical habitat for this species. Your location is outside the critical habitat. https://ecos.fws.gov/ecp/species/3531 Endangered Greenback Cutthroat Trout Oncorhynchus clarkii stomias No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/2775 Threatened B-3 July 5, 2022 - Page 643 of 885 Flowering Plants Critical habitats Potential e ects to critical habitat(s) in this location must be analyzed along with the endangered species themselves. THERE ARE NO CRITICAL HABITATS AT THIS LOCATION. Migratory birds Humpback Chub Gila cypha This species only needs to be considered if the following condition applies: Water depletions in the upper Colorado River basin adversely a ect this species and its critical habitat. This species does not need to be considered if the project is outside of its occupied habitat and does not deplete water from the basin. There is nal critical habitat for this species. Your location is outside the critical habitat. https://ecos.fws.gov/ecp/species/3930 Endangered Razorback Sucker Xyrauchen texanus This species only needs to be considered if the following condition applies: Water depletions in the upper Colorado River basin adversely a ect this species and its critical habitat. This species does not need to be considered if the project is outside of its occupied habitat and does not deplete water from the basin. There is nal critical habitat for this species. Your location is outside the critical habitat. https://ecos.fws.gov/ecp/species/530 Endangered NAME STATUS Ute Ladies'-tresses Spiranthes diluvialis No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/2159 Threatened Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act . Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. 1 2 B-4 July 5, 2022 - Page 644 of 885 The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This is not a list of every bird you may nd in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur o the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. 1. The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. Additional information can be found using the following links: Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/ birds-of-conservation-concern.php Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/management/project-assessment-tools-and-guidance/ conservation-measures.php Nationwide conservation measures for birds http://www.fws.gov/migratorybirds/pdf/management/nationwidestandardconservationmeasures.pdf NAME BREEDING SEASON (IF A BREEDING SEASON IS INDICATED FOR A BIRD ON YOUR LIST, THE BIRD MAY BREED IN YOUR PROJECT AREA SOMETIME WITHIN THE TIMEFRAME SPECIFIED, WHICH IS A VERY LIBERAL ESTIMATE OF THE DATES INSIDE WHICH THE BIRD BREEDS ACROSS ITS ENTIRE RANGE. "BREEDS ELSEWHERE" INDICATES THAT THE BIRD DOES NOT LIKELY BREED IN YOUR PROJECT AREA.) Bald Eagle Haliaeetus leucocephalus This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in o shore areas from certain types of development or activities. https://ecos.fws.gov/ecp/species/1626 Breeds Dec 1 to Aug 31 B-5 July 5, 2022 - Page 645 of 885 Probability of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ “Proper Interpretation and Use of Your Migratory Bird Report” before using or attempting to interpret this report. Probability of Presence () Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species presence. The survey e ort (see below) can be used to establish a level of con dence in the presence score. One can have higher con dence in the presence score if the corresponding survey e ort is also high. How is the probability of presence score calculated? The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. To see a bar's probability of presence score, simply hover your mouse cursor over the bar. Breeding Season () Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey E ort () Olive-sided Flycatcher Contopus cooperi This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/3914 Breeds May 20 to Aug 31 Rufous Hummingbird selasphorus rufus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/8002 Breeds elsewhere B-6 July 5, 2022 - Page 646 of 885 no data survey e ort breeding season probability of presence Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. To see a bar's survey e ort range, simply hover your mouse cursor over the bar. No Data () A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas o the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Bald Eagle Non-BCC Vulnerable (This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in o shore areas from certain types of development or activities.) Olive-sided Flycatcher BCC Rangewide (CON) (This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska.) Rufous Hummingbird BCC Rangewide (CON) (This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska.) Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures and/or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. B-7 July 5, 2022 - Page 647 of 885 What does IPaC use to generate the migratory birds potentially occurring in my speci ed location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and ltered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identi ed as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to o shore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the E-bird Explore Data Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my speci ed location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen science datasets . Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering, migrating or present year-round in my project area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe speci ed. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Paci c Islands, Puerto Rico, and the Virgin Islands); 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non-BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or (for non-eagles) potential susceptibilities in o shore areas from certain types of development or activities (e.g. o shore energy development or longline shing). Although it is important to try to avoid and minimize impacts to all birds, e orts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially a ected by o shore projects B-8 July 5, 2022 - Page 648 of 885 For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area o the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also o ers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results les underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Loring. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ “What does IPaC use to generate the migratory birds potentially occurring in my speci ed location”. Please be aware this report provides the “probability of presence” of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey e ort (indicated by the black vertical bar) and for the existence of the “no data” indicator (a red horizontal bar). A high survey e ort is the key component. If the survey e ort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey e ort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to con rm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be con rmed. To learn more about conservation measures, visit the FAQ “Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds” at the bottom of your migratory bird trust resources page. Facilities National Wildlife Refuge lands Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. THERE ARE NO REFUGE LANDS AT THIS LOCATION. Fish hatcheries B-9 July 5, 2022 - Page 649 of 885 THERE ARE NO FISH HATCHERIES AT THIS LOCATION. Wetlands in the National Wetlands Inventory Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. THERE ARE NO KNOWN WETLANDS AT THIS LOCATION. Data limitations The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identi ed based on vegetation, visible hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on-the-ground inspection of any particular site may result in revision of the wetland boundaries or classi cation established through image analysis. The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and the amount of ground truth veri cation work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping problems. Wetlands or other mapped features may have changed since the date of the imagery or eld work. There may be occasional di erences in polygon boundaries or classi cations between the information depicted on the map and the actual conditions on site. Data exclusions Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuber cid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go undetected by aerial imagery. Data precautions Federal, state, and local regulatory agencies with jurisdiction over wetlands may de ne and describe wetlands in a di erent manner than that used in this inventory. There is no attempt, in either the design or products of this inventory, to de ne the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities involving modi cations within or adjacent to wetland areas should seek the advice of appropriate federal, state, or local agencies concerning speci ed agency regulatory programs and proprietary jurisdictions that may a ect such activities. B-10 July 5, 2022 - Page 650 of 885 Prepared for: Triumph Development 12 Vail Road, Suite 700 Vail, CO 81657 May, 2019 Western Ecosystems, Inc. Ecological Consultants 905 West Coach Road, Boulder, Colorado 80302 (303) 442-6144 WILDLIFE MITIGATION PLAN FOR THE EAST VAIL WORKFORCE HOUSING SUBDIVISION, TOWN OF VAIL, COLORADO July 5, 2022 - Page 651 of 885 C:\...\Vail Resorts\East Vail Parcel\WEI\Workforce Housing Subdivision 2018-\EIR Wildlife Sections\EV Wildlife Mit Plan May2819 Final WILDLIFE MITIGATION PLAN FOR THE EAST VAIL WORKFORCE HOUSING SUBDIVISION, TOWN OF VAIL, COLORADO Prepared by: Richard W. Thompson, Certified Wildlife Biologist Western Ecosystems, Inc., 905 West Coach Road, Boulder, Colorado 80302 Submitted to: Triumph Development 12 Vail Road, Suite 700 Vail, CO 81657 Western Ecological Resource 711 Walnut Street Boulder, CO 80302 MAY, 2019 July 5, 2022 - Page 652 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 i TABLE OF CONTENTS Section Page 1.0 INTRODUCTION ................................................................................................................... 1 2.0 CHARACTERISTICS CURRENTLY REDUCING WILDLIFE EFFECTIVENESS ON THE EAST VAIL PARCEL ...................................................................................................... 1 2.1 I-70 AND THE FRONTAGE ROAD .................................................................................................. 1 2.2 HUMAN RECREATION ........................................................................................................................ 1 2.3 FIRE SUPPRESSION AND HABITAT DETERIORATION ........................................................ 3 3.0 WILDLIFE USING THE EAST VAIL PARCEL .................................................................... 3 3.1 FOCAL WILDLIFE SPECIES OF CONCERN ................................................................................. 4 3.1.1 Bighorn Sheep ............................................................................................................................. 4 3.1.1.1 Colorado Parks and Wildlife Seasonal Range Mapping ..................................... 4 3.1.1.2 Results of the East Vail 2017-2018 Winter Sheep Study ................................... 6 3.1.2 Peregrine Falcon ......................................................................................................................... 8 3.1.3 Elk ................................................................................................................................................. 9 3.1.4 Black Bear .................................................................................................................................. 11 3.2 OTHER WILDLIFE SPECIES OF CONCERN .............................................................................. 11 3.2.1 Migratory Birds ......................................................................................................................... 11 3.2.2 Raptors ....................................................................................................................................... 11 3.2.3 Fish ............................................................................................................................................. 12 3.2.4 Other Big Game Species ......................................................................................................... 12 3.2.4.1 Mule Deer ............................................................................................................... 12 3.2.4.2 Moose ...................................................................................................................... 13 3.2.4.3 Mountain Goat ...................................................................................................... 13 3.2.4.4 Mountain Lion ....................................................................................................... 13 4.0 2017 EAST VAIL PARCEL REZONING ............................................................................... 13 5.0 DEVELOPMENT DESIGN CRITERIA .............................................................................. 13 6.0 EAST VAIL WORKFORCE HOUSING SUBDIVISION PROPOSAL ............................... 14 7.0 WORKFORCE HOUSING DESIGN CRITERIA REDUCING POTENTIAL IMPACTS 16 7.1 STRUCTURAL DEVELOPMENT CLUSTERING ........................................................................ 16 7.2 PARCEL ACCESS ................................................................................................................................... 16 7.3 ROCKFALL BERM ................................................................................................................................ 16 7.4 DEVELOPMENT BUFFER ................................................................................................................. 16 7.5 ASPEN SCREENING ............................................................................................................................ 17 7.6 DEVELOPMENT SETBACKS FROM THE FRONTAGE ROAD CUT SLOPE .................. 17 7.7 COLORADO PARKS AND WILDLIFE SETBACKS ................................................................... 17 7.8 UNIT NUMBERS .................................................................................................................................... 18 7.9 INTERNAL PARKS ............................................................................................................................... 19 7.10 TREE CLEARING ................................................................................................................................. 19 July 5, 2022 - Page 653 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 ii 7.11 MAINTAINING SHEEP MOVEMENTS ABOVE THE FRONTAGE ROAD...................... 19 7.12 FENCING ................................................................................................................................................. 19 7.13 HABITAT ENHANCEMENT ............................................................................................................. 20 7.14 HUMAN HABITATION-RELATED MINIMIZATION MEASURES AND WILDLIFE MITIGATION PLAN ............................................................................................................................ 20 8.0 PROJECT-RELATED WILDLIFE EFFECTS ..................................................................... 20 9.0 WILDLIFE MITIGATION PLAN......................................................................................... 23 9.1 WINTER RANGE ENHANCEMENT .............................................................................................. 23 9.1.1 On-site Enhancement .............................................................................................................. 24 9.1.2 Off-site Enhancement ............................................................................................................. 27 9.2 CONSTRUCTION-RELATED MINIMIZATION MEASURES ................................................. 28 9.2.1 Wintering Sheep........................................................................................................................ 28 9.2.2 Nesting Peregrine Falcons ...................................................................................................... 31 9.2.3 Other Construction-related Mitigation.................................................................................. 31 9.3 HUMAN HABITATION-RELATED MINIMIZATION MEASURES AND MANAGEMENT PLAN ....................................................................................................................... 31 9.3.1 Requirements for the Developer of the East Vail Workforce Housing Parcel ............... 32 9.3.2 Wildlife Requirements for Residents of the East Vail Workforce Housing Parcel ........ 33 9.3.2.1 Recreation ............................................................................................................... 33 9.3.2.2 Pet Controls ........................................................................................................... 34 9.3.2.3 Resident Education Regarding Black Bears/ Trash Removal/ Nuisance Wildlife .................................................................................................................... 36 9.3.2.4 Resident Education on Mountain Lions ............................................................. 37 9.3.2.5 Education on Wildlife Mortality on Local Roads ............................................... 37 9.3.2.6 Adjacent National Forest Lands ......................................................................... 38 9.3.2.7 Resident Education on Other Wildlife Concerns ............................................. 38 9.3.3 Enforcement ............................................................................................................................. 38 9.3.4 Miscellaneous ............................................................................................................................ 40 10.0 LITERATURE CITED........................................................................................................... 40 11.0 APPENDICES ........................................................................................................................ 42 A. APPENDIX A. WILDLIFE MONITORING REPORT FOR THE EAST VAIL WORKFORCE HOUSING PARCEL, TOWN OF VAIL, COLORADO. ................................. 42 B. APPENDIX B. EAST VAIL PEREGRINES – 2018 NESTING ATTEMPT. .......................... 42 July 5, 2022 - Page 654 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 iii TABLE OF CONTENTS (CONTINUED) LIST OF FIGURES Figure Page Figure 2-1. Location of the 23.3-acre East Vail parcel, north of I-70’s East Vail Interchange and composed of the 5.4-acre, Lot 1, Housing Parcel and the 17.9-acre, Tract A, Natural Area Preservation (NAP) Parcel. Also shown are contiguous and adjacent USFS and Town of Vail (TOV) lands. The TOV parcels to the west, the USFS parcel to the north, and the NAP parcel to the east compose the Surrounding Wildlife Areas of Concern on this project. ................................................ 2 Figure 3-1. Bighorn sheep winter ranges mapped by CPW (Dec. 6, 2017) in the vicinity of the 23.3-acre East Vail parcel (red outline). See text for range definitions. Bighorn sheep winter range (BSWR) and severe winter range (BSSWR) cover the same largest polygon shaded light blue. Winter concentration area (BSWCA) is shown in the two darker blue polygons. ............................. 5 Figure 3-2. Active peregrine falcon nesting cliff complex and surrounding 0.5 mile buffer (shaded blue) mapped by CPW in the vicinity of the East Vail parcel (red outline). ................................................. 8 Figure 3-3. Elk winter range (outlined in light blue) mapped by CPW in the vicinity of the East Vail parcel (red outline). In undeveloped habitats, which include the entire East Vail parcel, the winter range actually comes down to the north shoulder of I-70. ............................................................................. 10 Figure 3-4. Black bear summer concentration area and human/bear conflict area (a single polygon outlined and shaded purple) mapped by CPW in the vicinity of the East Vail parcel (red outline). ............. 12 Figure 6-1. East Vail Workforce Housing Subdivision site plan……..……………………………………15 Figure 8-1. Wildlife habitats affected by structural development on and adjacent to the 5.4 acre East Vail Workforce Housing parcel. The development footprint would affect 2.7 acres of a relatively young aspen stand with a mountain shrub understory dominated by chokecherry. Another 2.3 acres (not shown; see Triumph Development 2019) north of the development area would also be disturbed for the rockfall berm, reclaimed, but blocked by fencing from big game access. Approximately 0.3 acres of bighorn sheep winter foraging habitat, largely composed of smooth brome, would be permanently lost. Approximately 1.7 acres of sheep winter foraging habitat, also composed of smooth brome and largely off-site, would not be disturbed, but its effectiveness would be reduced by its linear configuration and location between the Frontage Road and the housing. The effectiveness of winter range to the west of the housing’s driveway could also be impaired by housing-related traffic, but that area is difficult to quantify. Mitigation is proposed to better maintain habitat effectiveness. ............................................................................ 22 Figure 9-1. Bighorn sheep winter range enhancement prescriptions proposed on 14.6 acres of the East Vail parcel (red outline) to compensate for winter range lost to, and affected by, development of the Workforce Housing project. See text for prescription descriptions. ................................................. 25 July 5, 2022 - Page 655 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 1 1.0 INTRODUCTION Vail Resorts (VR) owns the ± 23.3-acre East Vail Workforce Housing parcel. Triumph Development is under contract to purchase the property and is interested in locating affordable housing on a portion of the property. The parcel supports important wildlife habitat and is closely surrounded by habitats and wildlife uses that are unique in the Gore Creek Valley. Development and human habitation of this site without designing it around the wildlife community, without safeguards, and without habitat enhancement would result in impacts that would be unacceptable to the local community. This stand-alone Wildlife Mitigation Plan will be provided to residents of the Workforce Housing subdivision to educate them about (1) the parcel’s setting, (2) the sensitivity of the local wildlife, (3) the effort that went into the development’s design to avoid, minimize, and compensate for project effects, and (4) requirements that residents must abide by to live in this sensitive setting. 2.0 CHARACTERISTICS CURRENTLY REDUCING WILDLIFE EFFECTIVENESS ON THE EAST VAIL PARCEL Some wildlife species using portions of the East Vail parcel are negatively affected by existing levels of surrounding development and human activity. Figure 2-1 shows the two parcels composing the 23.3-acre East Vail parcel and surrounding land ownership. The following parcel conditions affect current, on-site and off-site wildlife use and limit, to some extent, the additional, negative, potential development effects to wildlife. 2.1 I-70 AND THE FRONTAGE ROAD The parcel’s southern boundary is located as close as 122 feet to the westbound lanes of I-70, one of the major ground transportation corridors across the United States. Locally, I-70 consists of two westbound and two eastbound lanes with a posted 65 mph speed limit and supporting an average daily traffic volume of 29,000 vehicles (2016). The East Vail interchange and the west-bound on and off ramps are located on the opposite side of the Frontage Road from the parcel. There is virtually no location on the parcel where the sights, sounds, and smells of I-70 use are non-discernable 24/7/365. he current average daily traffic volume on the North Frontage Road is approximately 2,200 vpd (K. McDowell Schroeder, McDowell Engineering, pers. comm. May23, 2019) that are greatest during dawn through dusk. Most local wildlife have adapted to this relatively benign and predictable activity. The most acute Frontage Road traffic effects on wildlife are the harassment effects to bighorn sheep that occurs when motorists stop to view them when the sheep are close to the road. 2.2 HUMAN RECREATION There is a level of daily recreational use that occurs along the Frontage Road, some of which extends into the proposed development area, generally via the Booth Creek rockfall berm road and buried electric line corridor that bisects the center of the parcel. Uses, in order of decreasing frequency, include dog-walking, hiking, jogging, biking, motorcycle riding, and transients camping. Unauthorized use of the parcel occurs year-round, but is greatest from spring through fall when not curtailed by excessive snow depths. Low to July 5, 2022 - Page 656 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 2 Figure 2-1. Location of the 23.3-acre East Vail parcel, north of I-70’s East Vail Interchange and composed of the 5.4-acre, Lot 1, Housing Parcel and the 17.9-acre, Tract A, Natural Area Preservation (NAP) Parcel. Also shown are contiguous and adjacent USFS and Town of Vail (TOV) lands. The TOV parcels to the west, the USFS parcel to the north, and the NAP parcel to the east compose the Surrounding Wildlife Areas of Concern on this project. July 5, 2022 - Page 657 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 3 moderate numbers of primarily hikers also pass by the parcel’s eastern flank on the Pitkin Creek Trail extending into the Eagles Nest Wilderness. 2.3 FIRE SUPPRESSION AND HABITAT DETERIORATION The East Vail parcel is located within an approximate 1,800-acre polygon of bighorn sheep winter range that extends along the south-facing slopes north of I-70. Over the last 20-30 years, aspen forest has encroached onto the East Vail parcel, as it has elsewhere in the local area. While mature aspen stands support some of the highest wildlife diversity values of any local vegetation type, they provide poor quality winter range for the local bighorn sheep herd, which has declined in number over that same time period. Sheep also consider forest stands as restrictions due to their need to visually observe the landscape for predators (e.g., bears, coyotes, mountain lions, dogs, etc.; USFS 1998). Mature aspen stands have died and fallen creating jackstrawed deposits of logs that restrict and block sheep and elk movements through the winter range. Lastly, mountain shrubs have become decadent and much of their nutritious foliage has grown out of the reach of wintering ungulates (bighorn sheep and elk). In 1998, the Colorado Division of Wildlife (CDOW, now Colorado Parks and Wildlife, CPW) and U.S. Forest Service (USFS) recognized that there was an increasingly limited amount of accessible winter forage (quality and quantity) and nearby escape terrain for sheep in the project area (USFS 1998). By suppressing wildfires on this winter range, the aspen and shrub components had become over mature and in need of vegetative treatment. The USFS (1998) proposed a habitat enhancement plan whose specific purposes were (1) to create a movement corridor (through downed aspen) for the bighorn sheep to be able to travel from Pitkin Creek west to Spraddle Creek, (2) to reduce the fuel loading to lessen the risk of wildfire, (3) to regenerate shrubland and aspen stands that are over mature, and (4), to improve the quantity and quality of forage (shrubs, grass, forbs) for big game (sheep, elk, and mule deer). The East Vail parcel was one of the USFS’s proposed treatment areas. In 1998, the sheep population was estimated at approximately 125 animals (USFS 1998). Without implementation of the habitat enhancement plan, the USFS (1998) predicted that aspen stands would continue to age, disease and insect infestations would increase, and the stands would die. Dead and down timber would further restrict big game movements to winter foraging areas and escape terrain. The aspen and aged shrub communities would not regenerate. The shrub component (vital for wintering species) would continue to mature, die, and be replaced by grasses and forbs. Grass/ forb communities that are covered by snow are unavailable to winter browsers. Lastly, the USFS (1998) predicted that without enhancement there would be fewer bighorn sheep as a result of continued habitat degradation. The enhancement project was approved, but not implemented because of community opposition to the use of fire (B. Andree, CPW, Jan. 23, 2018). Although there have been two small scale habitat enhancement projects below the Booth Creek cliffs and on the East Vail parcel ca. 2000, the overall sheep winter range has deteriorated as predicted. Over the 2017/ 2018 winter, Thompson (2018c) detected a total of 41 sheep largely confined to a small non-forested subset of their former winter range. Availability of effective winter range is arguably the greatest current threat to the East Vail sheep herd. 3.0 WILDLIFE USING THE EAST VAIL PARCEL Our understanding of wildlife on the East Vail parcel and in the surrounding area was documented using the results of past observations, discussions with wildlife professionals (e.g., B. Andree, CPW District Wildlife Manager, pers. comms., now Ret.), mapping and studies conducted by the CDOW and CPW and July 5, 2022 - Page 658 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 4 USFS (e.g., 1998), along with site-specific seasonal surveys conducted between August 4, 2017 and June 14, 2018 for the East Vail parcel Rezoning (Thompson 2017) and Workforce Housing (Thompson 2018b,c) processes. 3.1 FOCAL WILDLIFE SPECIES OF CONCERN There are four wildlife species of particular concern on this project, bighorn sheep (Ovis canadensis), peregrine falcon (Falco peregrinus anatum), elk (Cervus canadensis), and black bear (Ursus americanus). 3.1.1 Bighorn Sheep 3.1.1.1 Colorado Parks and Wildlife Seasonal Range Mapping Figure 3-1 shows the important bighorn sheep seasonal ranges mapped by CPW (Dec. 6, 2017) in the vicinity of the East Vail parcel. The winter range and severe winter range polygons are approximately 1,800 acres and extend west from Pitkin Creek along the north side of I-70 nearly to I-70’s Vail exit. This is the only sheep winter range mapped on either side of the Gore Range. Bighorn sheep winter range and severe winter range cover the same area and overlap most (± 75%) of the parcel. Winter range (BSWR) is that part of the overall range where 90% of the individuals are located during the average five winters out of ten, from the first heavy snowfall to spring green-up. Colorado Parks and Wildlife has not defined the winter range period for this herd. Based on CPW’s generic definition and considering winter range dates for other big game species, average sheep winter range occupancy could be defined, on average, as November 15 to April 15 (dates inclusive). Sheep are present on portions of their winter range (i.e., below the Booth Creek cliffs) outside this period because of salt and mineral blocks. Severe winter range (BSSWR) is that part of the winter range where 90% of the individual animals are located when the annual snowpack is at its maximum and/or temperatures are at a minimum in the two worst winters out of ten. The amounts, quality, and effectiveness of winter range are generally what limit big game populations. The winter range and severe winter range polygon boundaries are not accurate based on the results of the 2017-2018 winter sheep study (Thompson 2018c). In the spirit of the mapping, the polygons were likely intended to extend southeast to the treeline along Pitkin Creek and down to the north side of the Frontage Road. This would include most, if not all, of the East Vail parcel, although, based on the winter sheep study (Thompson 2018c), the only meaningful foraging habitat used was that along the Frontage Road, below and mostly off of the parcel. There is no I-70 game fencing in the area. Sheep likely used the habitat in what is now the Booth Creek residential area before its development. Sheep no longer enter the interior of that development and only use peripheral areas when no people are initially present. Winter concentration area (BSWCA) is a subset of the winter range where animal densities are at least 200% greater than the surrounding winter range density during the same period used to define the winter range, in the average five winters out of ten. Two BSWCA polygons occur within the winter range, neither overlapping the East Vail parcel, but habitat effectiveness of the nearest polygon could be influenced by residential development and habitation on the parcel. A bighorn sheep migration pattern (not shown in Fig. 3-1) is a subjective indication of the general direction taken by migratory ungulate herds. In the study area, bighorns move downhill on the ridge between Pitkin and Booth Creeks during fall towards their winter range, then move uphill and follow this same general route in spring to their alpine summer range. July 5, 2022 - Page 659 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 5 Figure 3-1. Bighorn sheep winter ranges mapped by CPW (Dec. 6, 2017) in the vicinity of the 23.3-acre East Vail parcel (red outline). See text for range definitions. Bighorn sheep winter range (BSWR) and severe winter range (BSSWR) cover the same largest polygon shaded light blue. Winter concentration area (BSWCA) is shown in the two darker blue polygons. July 5, 2022 - Page 660 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 6 3.1.1.2 Results of the East Vail 2017-2018 Winter Sheep Study Results of the 2017-2018 East Vail Winter Sheep Study (Thompson 2018c, App. A) are summarized below. The October 13, 2017 to June 14, 2018 wildlife study was primarily designed to detect and characterize winter bighorn sheep use on and in the vicinity of the East Vail parcel. The study employed five trail cameras (4 on the East Vail parcel, including 3 overlooking the development area, and 1 below the eastern Booth Creek cliffs), winter tracking, and binocular and spotting scope surveys of the 1,800-acre sheep winter range polygon. Winter severity1 affects spatial and temporal, winter, big game use patterns. Compared to the prior nine years, winter 2017-2018 was below average for total snowfall (-35%), total snowfall days (-40%), and mean base snowfall depth (-12%), and above average for maximum base depth (+3%). Shallower and less persistent snow in the East Vail project area over the 2017-2018 winter should have allowed sheep to use higher elevation habitats, more forested habitats,2 and a larger portion of their winter range than during average and harsher winters. Sheep use detected on the East Vail parcel over the 2017-2018 winter included foraging along the smooth brome-dominated cut slope above the Frontage Road on three occasions, forced travel through the potential 5.4-acre development area on two occasions, and a single animal travelling through the NAP portion of the parcel in May, outside the winter period. The south-facing cut slopes above the Frontage Road are non-forested and steeper than the aspen forest portion of the development area, resulting in shallower depths and less persistent snow that facilitated foraging. Trail cameras captured 125,699 images over the study period. A total of 91 sheep3 were caught on two of the four trail cameras on the East Vail parcel during the winter range period, both of them in the 5.4-acre development area (where strategic camera placement covered all trails and much of the area 24/7). Sheep use of the property caught on cameras occurred on January 24, 2018 (n=24 sheep) and 28 (n=28), February 7 (n=±15), and March 24 (n=8), 2018, and involved a total of 75 sheep. All but eight of the sheep (67 of 75 sheep) detected in the development area were associated with foraging along the cut slope above the Frontage Road on three days during the winter. In comparison, images of 534 sheep were caught on the single camera below the eastern portion of the Booth Creek cliffs (with a 4.4-ac. field of view). More meaningfully, sheep were detected on the four cameras on the East Vail parcel on four days compared to sheep detected on the single camera below the cliffs on 40 days. Although the entire 23.3 acre parcel warrants consideration as winter range, meaningful foraging only occurred on the cut slope below (and largely off)the East Vail development area for up to several hours at a time on three days. That foraging was stressful to the sheep because of the ensuing traffic jams, as motorists stopped to observe and photograph the sheep. On at least one occasion (Jan. 25, 2018), the sheep where chased by some human disturbance from the cut slope into the interior of the East Vail parcel. It is possible that during more normal winters with deeper and more persistent snow depths, those 1 Winter severity is generally an interrelated function of snowfall (amounts and persistence) and temperature. 2 Which support deeper and more persistent snow depths than non-forested habitats, all else being equal. 3 This total includes a double counting of the same 24 sheep that were captured on Trail Camera (TC) 2 and TC3 on Jan. 24. Numeric differences (i.e., 91 vs. 75 sheep) associated with double counting the same group of sheep on two cameras in the same day are attributable to the different minimum number of sheep visible on images from each camera vs. the actual number of sheep present (i.e., not all sheep present were captured on one of the cameras). July 5, 2022 - Page 661 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 7 grasses on the cut slope would not be available to the sheep. However, what foraging that occurs along the cut slope takes foraging pressure off other accessible winter range. The distribution of 222 bighorn sheep sightings over the course of the study was mapped in relation to the East Vail parcel and CPW’s sheep winter range, severe winter range, and winter concentration area polygons. No sheep sightings were made outside of CPW’s winter range polygon. That sighting distribution did not include the 625 sheep sightings recorded by all trail cameras during the study, all of which were within the 2017-2018 sightings distribution. The visual sightings represent a spatial subset of overall winter range use over the relatively mild 2017-2018 winter. Sheep were at lower elevations within their overall winter range polygon and used southwest- and south-facing aspects that had the best snow- shedding characteristics, even though it was a mild winter. The cluster of sheep sightings and trail camera results below the Booth Creek cliffs to the west of the study parcel suggests that area is the most heavily used and most important block of winter range within the overall winter range polygon because of higher quality forage in close proximity to escape cover. Four occasions of time lapse images of sheep foraging in the high quality habitat below the Booth Creek cliffs indicated that sheep appeared to select against foraging far into transitional aspen habitat above and to the west of the study parcel (i.e., where sparse seedling to pole stage aspen extend west into the mountain shrub habitat below the cliffs). This “avoidance” behavior was more likely related to the quality, quantity, and availability of forage than to predator detection. Only 15% (266.28 acres) of CPW’s 1,800-acre winter range polygon was used during winter 2017-2018.4 That is likely a function of (1) the smaller present population of 41 sheep, (2) sheep now using the highest quality habitat available, (3) sheep avoiding forested habitats, (4) sheep restricted from some portions of their winter range by jackstrawed logs, and (5) sheep not using isolated mountain shrub patches, over mature shrub patches with little available forage, and shrub communities where forage has grown out of their browsing range. Rams used more distant portions of winter range compared to ewes and lambs. With respect to minimum herd size and composition, the maximum number of sheep observed during the study at any one time was 39. Based on the observed sex and age composition of sheep, the herd was composed of at least 10 lambs, 21 ewes, and 10 rams, totaling 41 sheep. The highest number of lambs (born in 2017) seen at any one time was 10 on two occasions. There was no detectable overwinter lamb mortality. The above numbers do not include a minimum of seven lambs born in 2018.5 4 The acreage was calculated by encircling the locations of all sheep detected over the 2017/2018 winter (see Fig. 4-8 in Thompson 2018c) and adding likely movement corridors and straight line segments between the outer locations. This estimate underestimates actual use because there were days during the study when no sheep or only a small number of sheep were observed. Although virtually all of the lowest elevation, highest quality, and most effective winter range was detectable from the valley bottom, some portions of CPW’s winter range polygon were not visible from valley bottom observation points. For example, considering two observations of sheep in winter 2018-2019 by a TOV employee (G. Ruther, K. Bertuglia, TOV, pers. comm., Jan. 10, 2019), the winter range use polygon for those two winters would be 17% of the overall winter range. Furthermore, sheep never used the entire 1,800 acres of winter range during any one winter. The polygon is a composite of winter sheep locations observed over many years as well as adjacent apparently suitable habitat. 5 The sheep study (Thompson 2018c) was not designed to extend outside the winter range period. These lambs were opportunistically observed with 12 ewes and yearlings at the licks atop the rockfall berm cut slope on June 14, 2018 coincident with peregrine monitoring. Assuming equal productivity of the other known ewes in the herd, the herd could have numbered 54-55 animals in mid-June, 2018. This estimate was supported when Rick Spitzer, a local photographer, documented 54 sheep in East Vail on February 24, 2019. July 5, 2022 - Page 662 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 8 3.1.2 Peregrine Falcon A cliff south of I-70’s East Vail Interchange has been used in recent years for peregrine falcon nesting. The cliff is located 0.36 miles from the closest point on the East Vail parcel, on the opposite side of the Frontage Road, I-70, East Vail interchange on/off ramps, the East Vail Park and Ride, Vail Trail, Gore Creek, a social trail, and the East Vail Memorial Park. Colorado Parks and Wildlife’s nesting area polygon is defined as the area that includes good nesting sites and contains one or more active or inactive nest locations (Fig. 3-2). The boundaries are drawn based on professional judgment to include most known nesting habitat in the vicinity. Usually these areas are mapped as polygons around cliffs and include a 0.5 mile buffer surrounding the cliffs. Figure 3-2. Active peregrine falcon nesting cliff complex and surrounding 0.5 mile buffer (shaded blue) mapped by CPW in the vicinity of the East Vail parcel (red outline). Viable peregrine falcon nesting sites possess two components: (1) adequate nesting habitat and (2) extensive hunting habitat with an adequate prey base to support the adults and their offspring (Craig 1978). Nesting sites are located on precipitous cliffs ranging in height from 40 to 2,100 feet, averaging 200 to 400 feet tall. Several ledges, potholes, or small caves must be present in the cliff face to function as a suitable nest site. A breeding pair will frequently alternate their nesting activities to different ledges on a cliff face between years, and they will often relocate to adjacent cliff faces. As a result, protective measures must address an entire cliff complex (and potential nesting areas) rather than an individual cliff. Nesting peregrines will not tolerate excessive human encroachment or prolonged disturbance in the vicinity of the nesting cliff. Any activity or development above the nesting cliff will likely cause abandonment. Breeding peregrines become extremely agitated and may abandon the nest site if disturbance occurs during courtship, prior to the initiation of egg laying. Once birds have eggs or young, they have a strong fidelity to their invested resources. The CDOW (2008) recognized that “some individuals within a species also habituate and tolerate human activity at a proximity that would cause the majority of the group to abandon their nests.” The East Vail peregrines are examples of how wildlife, in July 5, 2022 - Page 663 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 9 general, can habituate to chronic, but benign, human activities, although residential and golf course development along the valley bottom has reduced their prey base. In Colorado, peregrines usually return to nesting cliffs in late February or early March and initiate courtship activities, which continue to mid- or late April when eggs are laid. The young hatch from mid- to late May and fledge (i.e., leave the eyrie) in mid- to late June. The young and adults remain in the vicinity of the nesting cliff up to several months after fledging. Extensive hunting habitat is a second key component of a viable peregrine nest site. Peregrines will frequently travel at least 10 miles from their eyrie to procure prey and they have been documented hunting up to 30 miles away from nest sites (G. Craig, CDOW, pers. comm.). It is, therefore, important to maintain the integrity of important hunting areas within at least 10 miles of the nesting cliff. All habitats within the 10-mile radius need not be considered essential habitat, since only those areas that attract or support peregrine prey need be protected. The primary prey captured by nesting Colorado peregrines are small to moderately-sized birds, such as blackbirds, doves, robins, flickers, jays, nutcrackers, meadowlarks, and pigeons, but prey as large as waterfowl are also taken. Any habitat that supports or concentrates birds should be considered essential to locally nesting peregrines. Key hunting areas fall into two categories: (1) those habitats that concentrate or support important prey species, and (2) those habitats that expose prey and make them vulnerable to peregrine attack. Peregrines capture their prey through precipitous dives from considerable height above their quarry. Peregrines must, therefore, frequent habitats permitting this type of pursuit. Peregrines do not hunt below the forest canopy, but capture birds flying above forests or across open expanses. Larger prey are raked (with talons) or knocked out of the air and peregrines need open areas on the ground to recover them. Nesting cliffs, are generally situated at considerable heights above the surrounding terrain, so peregrines have a broad panorama from favorite hunting perches near the cliff top. Annual (2011-2017, n=5 yrs.) cliff monitoring by a long time Vail resident (Anne Esson) indicated that the pair(s) successfully fledged at least two birds during each of the five years. Monitoring of the nest cliff in 2018 indicated that the nesting attempt failed approximately 19 days after incubation was expected to have started (Thompson 2018b). It is unknown why the 2018 nesting attempt failed. Construction of a new sanitary water line on the south side of I-70’s East Vail interchange and the falcons selecting a different nest ledge on the cliff in 2018, compared to prior years, were the only known independent variables that differed with those of past years. There could have been other common causes of the nest failure. Subsequent behavior of the female observed on June 14 suggested that the pair may have been in the process of a second nest attempt. However, cliff monitoring was discontinued for the 2018 season after surveys by Thompson and Esson out to July 1 failed to detect any evidence of peregrine presence. Monitoring of the nest cliff in 2019 detected at least one peregrine and a pair was suspected of nesting as recently as May 13 (A. Esson, Vail resident, pers. comm., May 13, 2019). The East Vail parcel represents a small area of largely intact undeveloped habitat below and within fairly close proximity to the adjacent nest cliff. Its seral and relatively young aspen forest does not support even moderate concentrations of prey species that would be particularly attractive to birds using the adjacent nesting cliff, but it does support potential avian prey that could contribute to the local pair’s prey base. 3.1.3 Elk Figure 3-3 shows one elk seasonal range mapped by CPW in the vicinity of the East Vail parcel that warrants consideration. The elk winter range definition follows that provided for sheep, above. No elk winter range is shown overlapping the subject parcel, but that mapping is incorrect. The winter range July 5, 2022 - Page 664 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 10 polygon boundary along the north side of I-70 appears to follow an assumed land ownership boundary. At the time of CPW mapping, the County’s and the Town’s mapping assumed the East Vail parcel was in USFS ownership. Colorado Parks and Wildlife appears to have adopted the Town’s position and extended the polygon along the U.S. Forest Service property line, rather than bringing it down to the north edge of the Frontage Road and I-70 where it should be. There are no mapped elk severe winter range or winter concentration areas in the vicinity of the East Vail parcel. Figure 3-3. Elk winter range (outlined in light blue) mapped by CPW in the vicinity of the East Vail parcel (red outline). In undeveloped habitats, which include the entire East Vail parcel, the winter range actually comes down to the north shoulder of I-70. Results of the winter sheep study found that a minimum of 15 elk6 were occasionally present and moving back and forth between the Pitkin and Booth Creek drainages through the East Vail parcel. Using the spike in the group as a marker, the same group of elk was captured on the three most widely separated trail cameras in the same night. Compared to the sheep, the local elk were more wary of human activity areas. Although some of their movements closely approached I-70 and the Frontage Road, they only did so under cover of darkness. Elk were only captured on the trail cameras at night and their movements between the Pitkin and Booth Creek drainages were completed at night. Evidence of elk foraging was captured on all cameras except one of three within the interior of the 5.4-acre development area. Concerted foraging was noted on cameras located below the cliffs and in the NAP area. Foraging in the meadow in the development area’s northeast corner was opportunistic as animals were traveling. 6 Composed of 12 cows, 2 calves, and a spike bull. July 5, 2022 - Page 665 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 11 Although there are areas of the East Vail parcel that may not be used because of terrain and proximity to human disturbances areas, for all practical purposes, the entire parcel should be mapped as elk winter range. The elk winter range on the subject parcel is part of a polygon containing the highest elevation elk winter range in the Gore Creek Valley and some of the highest winter range in the Eagle Valley. This higher elevation winter range is used more during the early part of winters and during milder winters when excessive snow depths have not yet pushed animals to lower elevations down valley. Nevertheless, these winter ranges are valuable because they support animals during portions of the winter when animals would otherwise be further down valley on increasingly smaller, more crowded, and less effective winter range because of collective habitat losses and the effects of human activities. Over the past 50 years there has been a considerable loss of big game winter range to secondary ski area development in the Eagle Valley. Winter ranges generally occur at lower elevations along valley bottoms that are dominated by private lands. Development of those lands has pushed elk further west down valley. In recent years, CPW have increased their hunting permits to increase harvest and reduce the elk and deer populations to levels that the smaller winter range acreage can support. 3.1.4 Black Bear Colorado Parks and Wildlife have mapped two black bear seasonal ranges in the vicinity of the East Vail parcel that warrant consideration (Fig. 3-4). Black bear summer concentration areas are defined as those parts of the overall range where activity is greater than the surrounding overall range during that period from June 15 to August 15. This entire polygon extends along and above the valley bottom from east of East Vail to west of West Vail. This designation has merit overlapping the subject parcel. During summer, the young, open-canopy aspen stands on the west end of the parcel supported a moderate density of berry-rich serviceberry shrubs that represent important summer forage for bears. A human/bear conflict area is represented by the same polygon along the Gore Creek valley bottom. Such areas are defined as that portion of the overall range where two or more confirmed black bear complaints per season were received which resulted in CPW investigation, damage to persons or property (cabins, tents, vehicles, etc.), and/or the removal of the problem bear(s). This does not include damage caused by bears to livestock. 3.2 OTHER WILDLIFE SPECIES OF CONCERN 3.2.1 Migratory Birds The East Vail parcel supports a low to moderate diversity of largely migratory birds that reach peak numbers during the spring and mid-summer breeding season. The avian community is typical of those associated with the habitats present and is largely uninfluenced by chronic human activity associated with the adjacent Frontage Road and I-70. 3.2.2 Raptors Red-tailed hawks (Buteo jamaicensis) were the only raptor actually observed on the East Vail parcel during 2017-2018 wildlife baseline surveys. No raptor nests are present and the parcel is within the hunting territory of a pair of red-tailed hawks that nested on the south side of I-70 in 2018. Other raptors July 5, 2022 - Page 666 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 12 observed in the vicinity of the parcel during field surveys that could hunt the parcel include peregrine falcons, golden eagles (Aquila chrysaetos), and sharp-shinned hawks (Accipiter striatus). 3.2.3 Fish The moderate gradient, intermittent creek bisecting the East Vail development parcel does not support fish. Stream water enters a 24-inch diameter culvert and flows under the Frontage Road and I-70 before dropping into Gore Creek that supports a fishery. The culvert’s drop prevents Gore Creek fish from attempting to colonize the creek during stream flows. Figure 3-4. Black bear summer concentration area and human/bear conflict area (a single polygon outlined and shaded purple) mapped by CPW in the vicinity of the East Vail parcel (red outline). 3.2.4 Other Big Game Species 3.2.4.1 Mule Deer The only mule deer seasonal ranges mapped by CPW in the vicinity of the East Vail parcel are overall range and summer range. The closest mule deer winter range is 8.7 miles down valley to the west, north of I-70. Low numbers of deer are present on and around the parcel from May through October. July 5, 2022 - Page 667 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 13 3.2.4.2 Moose The only moose seasonal ranges mapped by CPW in the vicinity of the East Vail parcel are overall range and summer range. The closest moose winter range is 2.5 miles to the northwest in Spraddle Creek. Moose may occur on or in the vicinity of the parcel, as they may just about anywhere else in Eagle County. Moose is the only ungulate whose population is increasing in the Gore Valley (Andree 2017). 3.2.4.3 Mountain Goat The closest mountain goat seasonal ranges mapped by CPW in the vicinity of the East Vail parcel are overall range and summer range in the Gore Range alpine, 2.3 miles up Booth Creek and 2.8 miles up Pitkin Creek. 3.2.4.4 Mountain Lion The East Vail parcel is located within a large polygon designated as a “mountain lion human conflict area” by CPW that includes all residential areas and trailheads from east of East Vail; to west of West Vail. Such areas are defined as areas where mountain lions have been involved in incidents (conflicts with humans that have serious results), an attack on a human, predation on domestic pets, or livestock held in close proximity to human habitation. Lion conflicts have increased since 2016 with most encounters involving the public encountering lions while hiking with their dogs (B. Andree, CPW, DWM [Ret.] 2017). In 2016, there were two incidents of dogs killed by lions and one lion was euthanized as a result. Lions are occasionally present on and around the East Vail parcel. 4.0 2017 EAST VAIL PARCEL REZONING The East Vail Parcel was originally zoned Two Family Residential, which would have allowed 30-45 homes and roads to be spread out across most of parcel with no open space required. Development under that zoning would have appreciably altered big game use on and surrounding the parcel, with no resident education, wildlife requirements reducing negative wildlife effects, or any on-site enhancement. After an assessment of development and natural resource considerations and via the Town Planning Process, Vail Resorts successfully rezoned the parcel. Current zoning allows multifamily housing (zoned Housing Zone District) on the western 5.4-acre tip of the parcel, while preserving the more isolated 17.9 acres as Natural Area Preservation (NAP, open space). As a result of rezoning, development would be clustered into 23% of the parcel closest to the Frontage Road and I-70 where wildlife values are currently reduced to some extent by exiting human disturbances. A single, more isolated portion of the parcel (77%) extending into NFS land, would be preserved as open space (Thompson 2017). 5.0 DEVELOPMENT DESIGN CRITERIA Western Ecosystems, Inc. proactively developed an approach to Workforce Housing on the East Vail parcel that, if incorporated into the project’s design, would avoid, minimize, and offset potential direct negative development effects to wildlife to the extent possible. The first draft of that document was finalized on February 28, 2018, after the author (Thompson) gave a presentation entitled “Optimal development design” at the January 18, 2018 Town of Vail Wildlife Forum. The document was finalized after the seven-month wildlife study report (Thompson 2018c) was finalized, but well before the developer of the Workforce Housing parcel was selected by Vail Resorts so that the wildlife criteria would be July 5, 2022 - Page 668 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 14 considered and incorporated as initial integral components of the project’s design, rather than the common development approach of trying to retrofit measures into a plan lacking and resistant to wildlife considerations. A disclaimer in Thompson (2018a) indicated that “There is some flexibility in the implementation of these design measures and it should be recognized that some of these recommendations are contradictory. It will be an iterative process to develop a design that works for wildlife and the developer.” 6.0 EAST VAIL WORKFORCE HOUSING SUBDIVISION PROPOSAL The current East Vail Workforce Housing Subdivision (“EVWHS”) proposal (aka the Booth Heights Neighborhood) and this section is based largely on Triumph Development (2019). Triumph Development is under contract to purchase from Vail Resorts the 23.3 acre East Vail parcel, located at 3700 North Frontage Road. Recognizing both the need for locals housing and nearby critical wildlife habitat, Vail Resorts rezoned the parcel from 23 acres of Two Family Residential to 5.4 acres of Housing and 17.9 acres of Natural Area Preservation set aside for wildlife, thereby clustering development onto 23% of the overall parcel. This application to the TOV proposes to develop the 5.4-acre “Lot 1” of the EVWHS in conjunction with wildlife enhancements and conservation on the 17.9 acre “Tract A”. The latter will be one of the most significant wildlife enhancement projects in the history of the Town on private property. The development plan has been prepared with a conscientious focus on protecting wildlife It will include a substantial landscape area and berm to protect the neighborhood from rockfall and a fence on the north side of the property to create a physical barrier restricting neighborhood residents to important surrounding wildlife areas. The new development, in keeping with the purpose of the underlying Housing Zone district, would be a mixture of rental and for-sale homes with more than 70% of the square footage built as Employee Housing Units (“EHUs”). To that end, the applicant proposes 73 total residences comprised of 42 EHU apartments, 19 EHU townhomes, and 12 market-rate townhomes within 11 buildings (Fig. 6-1). The apartments would be all 830-square-foot, two-bedroom units with surface parking. The townhomes would be a mix of two- and three-bedroom homes ranging in size from 1,300 square feet to just under 2,200 square feet with one car garages, driveways with two outdoor parking spaces in most cases, and private outdoor space at the rear of most units. Each new home will include ample storage, durable long- lasting and fire-resistant building materials, such as cementitious siding and stucco, 30-year asphalt shingle and metal roofs, oversized low-e glazed windows, R40+ insulation, Energy Star appliances, and long-cycle interior finishes. The apartment buildings would have separate ground floor storage for bikes and outdoor equipment that are so prevalent among Vail residents. There would also be an outdoor community picnic and barbecue area and low maintenance and low water landscaping. July 5, 2022 - Page 669 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 15 Figure 6-1. East Vail Workforce Housing Subdivision site plan. July 5, 2022 - Page 670 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 16 7.0 WORKFORCE HOUSING DESIGN CRITERIA REDUCING POTENTIAL IMPACTS Recognizing the wildlife benefits resulting from the rezoning (Section 4.0), the following design criteria that were incorporated into the Workforce Housing plan further reduced potential impacts. 7.1 STRUCTURAL DEVELOPMENT CLUSTERING Structural development (16% of parcel) has been clustered as close as possible to the Frontage Road and within the interior of the parcel (Triumph Development 2019). A small area (0.26 ac.) of the most isolated, relatively open habitat on the development parcel, and the best potential sheep foraging habitat away from the Frontage Road, would be avoided. That area could be added to the open space enhancement acreage and would be important for better connecting the on-site enhancement with the heavily used sheep and elk winter range below the Booth Creek cliffs. The overall development footprint, including impervious surfaces, buildings, and snow storage is 2.7 acres (Triumph Development 2019), 50% of the 5.4-acre development parcel and 11.6% of the 23.3-acre East Vail parcel. While most of the remaining development area will be disturbed (e.g., for the rockfall berm) and then landscaped, most of that restored habitat would be unavailable or of lower value to the wildlife community (focusing on big game) because of access restricted by the fencing and its interstitial location within the development matrix. Thus, big game would lose access to approximately 5.0 acres of habitat, 21.5% of the 23.3-acre East Vail parcel. Areas of direct and indirect habitat losses can be offset by on-site habitat enhancement. 7.2 PARCEL ACCESS Proposed parcel access off the Frontage Road at the existing rockfall berm road exploits the existing disturbance and provides the most gradual ascent to the development area, as recommended (Thompson 2018a). 7.3 ROCKFALL BERM A rockfall berm is proposed to the north of all structural development (Skyline Geoscience 2019) that is consistent with the recommended development design criteria (Thompson 2018a).. 7.4 DEVELOPMENT BUFFER With the exception of the initial driveway access onto the parcel, the Workforce Housing buildings and human activity areas would be well buffered by intervening forest cover from undeveloped surrounding habitats on TOV lands to the north and west and most private open space to the east. Temporary construction screening, berm installation, and tree plantings northwest of the driveway entrance that could screen project-related vehicles from nearby wildlife have been considered and could be constructed in areas that do not already have a berm/wall in time for the first bighorn sheep winter range season that is coincident with construction. The need and design for such screening will be resolved with CPW and the TOV during the planning process. The screening concern is that it would not be needed if sheep displaced by construction traffic during the day return and use that nearby habitat under cover of darkness, as sheep now use habitat along the Frontage Road. Furthermore, temporary construction screening could actually block sheep from accessing and foraging in the ± 1.7-acre smooth brome stand that is east of the July 5, 2022 - Page 671 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 17 driveway entrance and above the Frontage Road, unless they went around the screen’s end and onto the Frontage Road at night. 7.5 ASPEN SCREENING The on-site development effects would be well screened (visually and somewhat acoustically) from the important sheep foraging habitat on NFS and TOV lands below the Booth Creek cliffs by a broad (444- 487 ft.; see Fig. 8-2, below) band of young to medium-aged aspen whose screening should increase as the trees age. However, there are issues to consider regarding the building heights warranting consideration. The upper floors of the buildings that would face undeveloped wildlife habitat to the north are three and two stories above grade. The tops of the habitable space (i.e., the area below the bottoms of the roof lines) are approximately 32 and 25 feet above the ground on the multifamily buildings and uphill town house buildings, respectively. Maximum tree heights in this area are around 30-35 feet. The building heights extending above the current aspen canopy should not be a wildlife concern because of the broad intervening distances (444-487 ft.) to occupied habitat and the local sheep being habituated to such sights as they look down on the Booth Creek neighborhood (e.g., where the closest home is 107 ft. downhill from the top of the rockfall berm). Furthermore, such inanimate objects are generally ignored by most wildlife. Perhaps, most importantly, portions of the buildings extending above the canopy are also less of a concern because none of the residential units have outside decks above ground level, as recommended in the design criteria (Thompson 2018a), where human activity could be visible and distracting to wildlife. 7.6 DEVELOPMENT SETBACKS FROM THE FRONTAGE ROAD CUT SLOPE Over the relatively mild 2017-2018 winter, sheep foraged along the smooth brome-dominated cut slope above the Frontage Road on three occasions (Thompson 2018c). While use of that habitat was limited, all sheep winter range is important, particularly considering the amount of habitat deterioration and high quality habitats lost to human development. Even limited foraging in small areas takes foraging pressure off other accessible winter range. Virtually all of that smooth brome foraging area is off the East Vail parcel and would not be directly affected by development. However, some type of development setback was sought (Thompson 2018a) to increase the likelihood that sheep would continue foraging along that cut slope under suitable conditions. . Along most of the parcel’s southern boundary, a young aspen stand exists in much of the 20 foot building setback and on the Colorado Department of Transportation (CDOT) right-of-way (ROW) that would help separate and screen housing activity from the smooth brome foraging area below. Multifamily buildings 1 and 2 at the west end of the site overlap a shallow draw and would provide no setback from the foraging habitat and would even directly remove a small amount of foraging habitat. Realistically, the diurnal effectiveness of that narrow foraging area, located between the Frontage Road and the Workforce Housing development/ activity areas may not be possible to save, although sheep could still access the area at night. Nevertheless, those forage resources could be offset by winter range enhanced in more remote open space portions of the parcel and possibly on surrounding NFS and TOV lands. 7.7 COLORADO PARKS AND WILDLIFE SETBACKS With the exception of the two north-western town house buildings, which are setback 50 feet and 95 feet, respectively, the development plan would be consistent with CPW’s past, arbitrary, 100-foot setbacks of residential development from private/ USFS property lines. This residential setback from the USFS property is further enhanced along most of the property rockfall berm. July 5, 2022 - Page 672 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 18 7.8 UNIT NUMBERS The proposed 73 housing units is on the low end of the range of possible units (72 to 120 units) anticipated in the design criteria document (Thompson 2018a). Nevertheless, consideration of the individual, unit-related, design considerations relative to the 73 proposed units is warranted. 1. “While the fewer the number of units, the better for wildlife, there is practically not much difference within a ± 10-15% range of units, particularly if the development effects can be localized and buffered. Once a development gets to a certain size, a few more units have additional, but diminishing discernable effects. For this project, there is also a trade-off of clustering development as tightly as possible (i.e., to minimize habitat loss and development effects extending off-site) versus keeping structural development with visible human activity7 from extending vertically above the forest canopy and into view of wildlife on important surrounding habitats” (Thompson 2018a). The proposed number of units falls at the low end of the range of the number of units anticipated in the design recommendations. The proposed housing has largely been clustered as close as possible to the Frontage Road and within the parcel’s interior and all outside, ground level human activity would be screened by existing aspen forest and rockfall berms/ walls from the heavily used sheep winter range to the west and northwest. 2. “…to that end, two story structures might be best, but three story buildings might also work. Stepping structures up the hillside on the parcel might help keep most of most structures below the canopy” (Thompson 2018a). The proposed buildings would be two and three stories on their north sides that face the important sheep winter range. All but the roofs of the buildings would be screened from wildlife view. Most importantly, all outside, ground level human activity would be screened by existing aspen forest and rockfall berms / walls from the heavily used sheep winter range to the west and northwest. There , and there are no outside, west- and northwest-facing, upper level decks proposed on any of the buildings that would expose human activity, sounds, and smells to wildlife. 3. The number of units identified in the design criteria document (Thompson 2018a) was a surrogate for what really matters, the number of residents, which could not be accurately estimated until the project was designed. The proposed Workforce Housing would support 113 to 254 residents, depending on the number of people that would choose to live in a unit.8 That number of people confined to the parking lot and in the buildings, clustered in the interior of the parcel and screened from important surrounding wildlife habitats is fine. The paramount issue associated with this project is not the habitat lost to development, or temporary construction disturbances, but keeping the residents away from the important surrounding habitats, particularly in winter.9 That means no trails developed onto private open space, no use of the Booth Creek rockfall berm road (possibly a seasonal 7 An example of this would be an outside, north-facing deck on the upper level of a housing structure where human activity above the forest canopy would be visible to sheep on the hillside above. However, a roof or floor level without resident access to the outside (i.e., an inanimate object) could extend above the canopy. 8 Source: Triumph Development, M. O'Connor, May 7, 2019, pers. comm., file: EVWHS Population Projection 051919.xlxs. 9 This was a conclusion reached amongst biologists at a May 14, 2018 meeting held between Vail Resorts, the project biologist (Thompson), and CPW representatives (B. Andree, District Wildlife Manager, and Perry Will, Area Manager) to discuss the East Vail Workforce Housing project. July 5, 2022 - Page 673 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 19 or permanent closure of TOV open space), no on-site use of National Forest System (USFS) lands beyond (north of) the rockfall walls, no sidewalks along the Frontage Road, no dogs, no drones, resident education, penalties for non-compliance (including losing the lease), and HOA and Town enforcement. Details of these restrictions and Wildlife Requirements will be fleshed out in the Wildlife Mitigation Plan. While such avoidance and minimization measures may not have 100% compliance, the project’s design, enforcement opportunities, and the leverage and consequences of resident non-compliance make it likely that compliance will be adequate to avoid significant adverse effects to the sheep herd. 7.9 INTERNAL PARKS As recommended in the design criteria (Thompson 2018a), there would be no sizeable internal parks, open space, or similar amenities, which could increase the footprint of the development area. The small community park and BBQ shelter is an internal location at the center of the site and would be screened from the Frontage Road with the proposed grading. There would also be small amounts of private outdoor space at the rear of each unit. This is highly preferable to upper level outside decks where some residents would grill and use for other activities, possibly in view of wildlife. 7.10 TREE CLEARING Tree clearing would be consistent with the intent of recommended design criteria (Thompson 2018a). Tree clearing outside the development area (i.e., on the NAP parcel) would be implemented to increase winter foraging habitat. 7.11 MAINTAINING SHEEP MOVEMENTS ABOVE THE FRONTAGE ROAD Consistent with the recommended design criteria (Thompson 2018a), the developer is not proposing excessive cut slopes, fencing, or entrance landscaping that could block east-west sheep movements along the north side of the Frontage Road. The TOV Public Works Department has requested consideration of a public trail/sidewalk along the Frontage Road that would connect with the existing sidewalk ending west of Katsos Ranch Road, as well as a possible full-movement bus stop that would need to be located near the west end of the parcel (M. O'Connor, Triumph Development, Dec. 14, 2018 pers. comm.). Regarding both improvements, in addition to the direct loss of foraging habitat from trail and bus stop construction, the displacement of sheep from adjacent winter foraging habitat by pedestrians would affect sheep use not only below the East Vail parcel, but also the heavily used CDOT ROW and TOV open space to the west. A winter closure of such a trail would be difficult to enforce and would likely be ineffective. Should winter sheep use of the cut slope above the Frontage Road near the East Vail parcel be determined to be lost, a sidewalk could be considered east of the Workforce Housing access road. Although the project design documents have demonstrated adequate space and the ability to add these requested pedestrian and transportation improvements, a substantial new bus stop and pedestrian trail, eventually connecting to the Booth Creek neighborhood to the west is not recommended for the above reasons. 7.12 FENCING Fencing to block human access from the property into important surrounding wildlife habitat was July 5, 2022 - Page 674 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 20 requested by CPW 10 before the Workforce Housing plan and the rockfall berm were designed. Such fencing would not only restrict humans from surrounding habitat, but also exclude big game from entering undeveloped and native landscaped areas of the development parcel (approx. 2.3 ac.). The need and design of fencing will be resolved with CPW and the TOV during the PEC/ TC planning process, with details finalized during the Building Permit process. A fencing concern includes a design that allows big game (that will inevitably find their way into the subdivision at night then become trapped and panic onto an adjacent Frontage Road when residential activity increases in the morning) to safely exit the development area. Fencing and jump gate designs, similar to those that have been installed in wildlife fencing along I-70 in Eagle County, have been obtained from the Colorado Department of Transportation (CDOT, J. Peterson, CDOT Wildlife Program Manager) and would be incorporated into the rockfall berm to facilitate the needed egress. 7.13 HABITAT ENHANCEMENT Now that a detailed housing plan has been developed, the enhancement of bighorn sheep winter range (that will also benefit other wildlife [e.g., elk and mule deer] in the area) recommended in the design criteria document (Thompson 2018a), has been further refined (see Section 9.1, below). While the long-term viability of the local sheep herd is much more dependent on the implementation of a broad-scale enhancement plan on NFS and TOV lands supporting the vast majority of the winter range, Triumph Development plans to proceed with the enhancement of winter range under its control as soon as possible after receiving TOV approval. 7.14 HUMAN HABITATION-RELATED MINIMIZATION MEASURES AND WILDLIFE MITIGATION PLAN The Wildlife Mitigation Plan in Section 9.0, below, addresses topics related to Workforce Housing construction and resident habitation of the property, as recommended in the design criteria (Thompson 2018a). 8.0 PROJECT-RELATED WILDLIFE EFFECTS The proposed Workforce Housing is going to have a mix of negative and beneficial effects on the local wildlife community. There will be a net loss of habitat and wildlife displacement from development and human activity areas when 21.5% of the overall parcel is developed. Negative effects will include approximately five acres of direct habitat losses, 11 reduced habitat effectiveness of adjacent buffer zones, increased traffic along the Frontage Road and regional highways, and the displacement of wildlife around off-site recreation corridors that will likely be used by housing residents.12 Potential negative development effects have already been somewhat reduced through the rezoning process that concentrated development on 23% of the parcel, as well as further avoided, minimized, and compensated with (1) the incorporation of wildlife-oriented design criteria into the development’s design (Section 7.0 and 9.2), (2) with on-site 10 At a May 14, 2018 meeting with Vail Resorts. 11 I.e., 2.7 acres from direct habitat losses and fencing blocking wildlife access to another 2.3 acres of the parcel. 12 With resident education, fencing/ barriers, and aggressive fines and enforcement, these recreational impacts will be minimized on lands surrounding the East Vail development area that are important for sheep winter range and other wildlife uses. However, additional, incremental recreational impacts will occur along other existing trail corridors in Eagle County that bisect wildlife habitats as a result of increased recreational use of those trails by Workforce Housing residents. July 5, 2022 - Page 675 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 21 habitat enhancement proposed on 14.6 acres of the parcel that will remain undeveloped (Section 9.1), (3) with the implementation of wildlife-related construction and operational considerations (Section 9.2), and (4) with the implementation and enforcement of the human habitation-related minimization measures and management plan (Section 9.3). The beneficial effect would be the enhancement of sheep and elk winter range that is not currently effective for sheep because of fire suppression effects. Additional details of project effects are contained in the wildlife section of the 2019 Environmental Impact Report submitted to the TOV as part of the planning and approval process for this project. Figure 8-1 shows wildlife habitats that would be affected on and adjacent to the 5.4 acre East Vail Workforce Housing parcel. The development footprint, including the driveway and parking lots, buildings, the rockfall wall, and ancillary facilities, would affect approximately five acres of a relatively young aspen stand with a mountain shrub understory dominated by chokecherry. That area of habitat represents 21.5% of the 23.3-acre parcel; 78.5% of the parcel would remain undeveloped. Undeveloped habitat on 14.6 acres of the East Vail parcel would be enhanced as big game (bighorn sheep and elk) winter range. Mule deer, elk, and other wildlife with affinities to mountain shrub habitat would also benefit. Using the results of the 2017-2018 wildlife study (Thompson 2018c), additional sheep winter range enhancement, probably involving hundreds of acres, is under consideration on surrounding NFS lands and TOV open space. Most wildlife present in development areas at the time of construction will be displaced to adjacent habitats, some of which will be occupied. Small mammals, the young of cavity nesting birds, and a reptile (garter snake, Thamnophis elegans) may be killed, depending on the time of year that site clearing starts. The size of the development area likely supports the home ranges of several to a handful of individual bird and small mammal species. After project development and habitation, the development parcel will support those wildlife species tolerant of human development. The effectiveness of habitats surrounding the development to the north, east, and west would be reduced, to a certain extent, by noise, visual, and olfactory disturbances emanating from the development. Distances would vary by species and would be attenuated by screening forest, distance, topography, and the chronic disturbances extending through the parcel from the adjacent Frontage Road and I-70. Birds and small mammals would be the least affected by the adjacent development. Elk would exhibit the broadest avoidance zones. Workforce Housing-related traffic increases may incrementally increase wildlife road-kill probabilities on the Frontage Road and along regional highways. Buildout of the East Vail parcel is expected to generate a total of 290 external vehicle trips over the course of an average weekday, including 17 trips during the morning peak hour and 24 trips during the afternoon/evening peak hour (McDowell Engineering 2019). Ten to 20% (29-58) of those contributions would be on the North Frontage Road while 70-80% (203-232) would be on I-70. These additional contributions represent and average of 9.9 % and 0.8% of the current, average, daily traffic volumes on those respective roads and highways. Increased road-kill probabilities on I-70 resulting from the additional Workforce Housing traffic would be discountable relative to the low mortality associated with current high traffic volumes and should not affect local big game because they don’t cross the highway in the vicinity of the project area. Sheep are occasionally present during winter July 5, 2022 - Page 676 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 22 Figure 8-1. Wildlife habitats affected by structural development on and adjacent to the 5.4 acre East Vail Workforce Housing parcel. The development footprint would affect 2.7 acres of a relatively young aspen stand with a mountain shrub understory dominated by chokecherry. Another 2.3 acres (not shown; see Triumph Development 2019) north of the development area would also be disturbed for the rockfall berm, reclaimed, but blocked by fencing from big game access. Approximately 0.3 acres of bighorn sheep winter foraging habitat, largely composed of smooth brome, would be permanently lost. Approximately 1.7 acres of sheep winter foraging habitat, also composed of smooth brome and largely off-site, would not be disturbed, but its effectiveness would be reduced by its linear configuration and location between the Frontage Road and the housing. The effectiveness of winter range to the west of the housing’s driveway could also be impaired by housing-related traffic, but that area is difficult to quantify. Mitigation is proposed to better maintain habitat effectiveness. July 5, 2022 - Page 677 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 23 conditions along the Frontage Road and have been known to lick salt off the road and a few may even cross the road to forage between the road and I-70. Increased sheep road-kill probabilities on the Frontage Road are possible, but unlikely because of good horizontal visibility along the road, because the sheep are habituated to the traffic, and because most road mortality occurs on roads and highways where posted speeds are ≥ 45mph (Gunther et al. 1998). In the vicinity of the site, the North I-70 Frontage Road has a posted speed limit of 25 mph eastbound and 45 mph westbound. Resident participation in public transportation would reduce potential traffic impacts. The Mitigation Plan contains a section that would educate residents about this issue. Resident education about the parcel’s sensitive location in wildlife habitat and the implementation and enforcement of the Wildlife Mitigation Plan, with significant penalties for violators, (App. G) should reduce and confine potential habitation effects to the parcel’s development area and minimize the potential effects of greatest concern (recreationists and dogs) from extending off-site. Issues specific to individual species and wildlife groups are discussed below under those accounts. 9.0 WILDLIFE MITIGATION PLAN Project-related effects on the local wildlife community can be further minimized with the implementation of this Workforce Housing Wildlife Mitigation Plan. Three categories of mitigation measures are outlined, below, (1) sheep winter range enhancement, (2) construction-related minimization measures, and (3) habitation-related minimization measures. The first two sections related to the East Vail parcel are relevant to the developer while the last section primarily applies to residents. Section 9.3 will likely be developed as a legally binding, stand-alone document that residents will be required to read, sign, and abide by should they wish to live in this setting. 9.1 WINTER RANGE ENHANCEMENT Even with the implementation of minimization measures, Workforce Housing development is going to result in the permanent loss of approximately five acres of bighorn sheep and elk winter range and reduce the effectiveness of surrounding habitat. Construction would remove 0.3 acres of sheep winter foraging habitat on the East Vail parcel (Fig. 8-1). Wintering sheep could also be displaced by construction activity from two nearby foraging habitats, (1) the cut slope above the Frontage Road that is below the development area (1.7 ac.) and (2) from nearby TOV open space, west and northwest of the of the project’s driveway entrance.13 Sheep displacement from adjacent foraging areas could also continue during the habitation phase of the project. To compensate for lost and impaired habitat, the developer is proposing on-site habitat enhancement on 14.6 acres that would more than offset winter foraging habitat losses to the development. Enhancement treatments could occur in fall 2019 and spring 2020 following initial Development Application approval. Increased forage would be available to compensate for the direct and indirect habitat losses that would and might occur during construction in winter 2020-2021 and thereafter. Suggestions are also provided in this section for what enhancement might be implemented on surrounding public lands to better connect the private East Vail parcel enhancement with other winter range segments also in need of enhancement, with or without the Workforce Housing. Proposed winter 13 As a worst case scenario, animals might be completely displaced from these foraging areas (i.e., in addition to their diurnal displacement, they would not forage in these areas during the 16 hours of the day when construction is not occurring and human activity has ebbed). Conversely, and more likely, if animals that may be displaced from these foraging areas during the day return to forage in this adjacent habitat under cover of darkness, as they do now, there would be little meaningful reduced habitat effectiveness. July 5, 2022 - Page 678 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 24 range habitat enhancement on private and public lands was presented to and discussed with TOV, CPW, and USFS representatives on January 11, and February 6 and 8, 2019. 9.1.1 On-site Enhancement The above direct and indirect effects to sheep winter range can be more than offset via on-site habitat enhancement on a portion of the 17.9 acre NAP parcel. On-site enhancement is generally best for wildlife because it benefits the individual animals affected by the development. It is rare for a development project to have the opportunity to implement any meaningful percentage of habitat enhancement on-site to offset its impacts, let alone enhance more than what is needed. The enhancement would be oriented at restoring bighorn sheep winter range, which has been degraded over the last 30 years by aspen encroachment, fallen aspen, and a mountain shrub community where much of the browse has grown out of the reach of sheep and elk, all effects of wildfire suppression. The enhancement would also benefit elk winter range use and black bear and mule deer summer range use. Figure 9-1 shows 14.6 acres of habitat on the East Vail parcel that would be enhanced for sheep and elk winter range. Additional enhancement could occur on 0.26 acre in the undeveloped northeast corner of the 5.4-acre development parcel. The overall enhancement area is shown as a blue polygon, the bottom of which is above the shoulder of the steep slope dropping down to the valley bottom. The shoulder occurs in the vicinity of the ca. 1998 fire line or historic road. The untreated mountain shrub habitat below the shoulder is suitable for treatment, but there is assumed to be some need for (1) a physical barrier to prevent people from climbing up to the enhancement area (which does not currently occur) and (2) stabilizing vegetation to retard any runoff from above (although it may not be a practical concern in this small, gently-sloping enhancement area). If these concerns are invalid, the enhancement area could be larger. There is also a need to maintain a band of young aspen with a dense chokecherry understory and jackstrawed logs west of the Pitkin Creek Trail as a physical restriction and visual barrier between the trail and the enhancement area. Within the enhancement area are three treatment categories, described below, where the common enhancement goal would be to restore the mountain shrub community within the browsing height of big game that is normally maintained by periodic wildfires (Fig. 9-1). While broadcast burning14 to restore the mountain shrub community could be the most cost effective, quickest, and most widespread treatment option that would best meet the goal of mountain shrub restoration/reinvigoration and nutrient recycling, the approach recommended by the TOV would involve cutting and stacking trees and downed logs, cutting shrubs, then burning the slash and log piles when dry (P. Cada and M. Novak, TOV, Jan. 11, 2019 pers. comm.). Soils sterilized and vegetation removed at burn piles should be reseeded with a wildlife mix suitable for the site.15 Fertilizing as soon as possible after spring snowmelt would increase forage availability for the first winter post-treatment. With two exceptions, enhancement prescriptions differ between the three treatment categories (Fig. 9-1). First, the entire enhancement area is in need of pruning to remove shrub stems that are out of reach of wintering big game and to stimulate new nutritious growth that is available for winter browsing. This is 14 Prior broadcast burns conducted by the TOV on their open space below the Booth Creek cliffs and on what is now the East Vail parcel’s NAP area was marginally successful in late 1990’s (pers. comm. between, P. Cada, TOV, and M. O’Conner, Triumph Development, Jan. 30, 2019). 15 To be developed by the silviculturalist. July 5, 2022 - Page 679 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 25 Figure 9-1. Bighorn sheep winter range enhancement prescriptions proposed on 14.6 acres of the East Vail parcel (red outline) to compensate for winter range lost to, and affected by, development of the Workforce Housing project. See text for prescription descriptions. July 5, 2022 - Page 680 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 26 best accomplished in early spring when shrubs are still dormant and before they begin contributing resources to the new year’s growth. Pruned stems,16 with new multiple shoots within the browse range of ungulates, would be available as forage for the following winter (e.g., winter 2020-2021) if pruning is prioritized to start as early in spring 2020 as possible. Second, the entire treated enhancement area could be fertilized17 to increase forage nutrition and grass, forb, and shrub productivity. Fertilizing in spring, before (preferred), during, or after other treatments, would increase forage availability for the following winter. The effects of fertilizing last for three growing seasons. The 3.9-acre “mature aspen” stand on the parcel is regenerating and consists of young to overly mature trees with an overly mature mountain shrub understory dominated by chokecherry (Fig. 9-1). Most trees18 should be removed and the shrub understory pruned, as above. Felled trees should be cut into lengths that can be carried to piles. Logs and slash piles should be spaced apart (e.g., ≥ 10-15 ft.) such that they do not restrict animal movements. Shrub pruning, tree canopy removal, and increased light penetration to the shrub understory would stimulate increased forage production that would be available the following winter. Tree removal would stimulate aspen suckering. The branches of aspen suckers within the browse range of sheep and elk would provide additional forage. However, when sucker foliage has grown out of the browse range (e.g., every ± 5-7 yrs.), it should be cutback to provide available forage and to prevent aspen stand regeneration. “Jackstrawed logs” are mature aspen that have died and fallen. At a certain density, they impede and block big game movements, reducing and eliminating forage and other habitat values that would otherwise be available. Winter snow cover makes such areas even more inaccessible. There are 4.8 acres of such “jackstrawed logs” in the enhancement area that impair sheep movements and reduce forage availability (Fig. 9-1). Those polygons contain the same vegetative composition as the 5.9-acre “over mature shrub” community, which consists of young, sparse to dense, aspen seedlings and pole stage trees with a chokecherry-dominated mountain shrub understory and a dense graminoid understory. Most of the chokecherry branch tips have grown out of the reach of ungulate (sheep, deer, and elk) browsing. In these areas, in addition to the shrub pruning and the removal of young aspen,19 described above, the logs should be piled and burned to where they no longer restrict big game movements. Triumph Development intends to proceed with the private land enhancement in either the fall of 2019 or spring 2020, subject to receiving initial TOV Planning and Environmental Commission (PEC) approval of the project. On Town land and private property in the TOV, there are no regulations, official permitting process, Town Code, or State requirements to conduct the type of enhancement proposed above on the East Vail parcel (pers. comm., P. Cada, TOV, and M. O’Conner, Triumph Development, Jan. 30, 2019). 16 E.g., shrub pruning could consist of a two-man team lassoing (using a 15-20 ft. length of rope with loops on the ends to encircle and tightly cinch the shrub, then us a chainsaw to cut shrub stems at shrub-specific heights where the new growth would be available to big game as winter browse. 17 Since 1986, the CDOW/ CPW has been aerially fertilizing (i.e., treating 1.57 acres of habitat once every three years in perpetuity to offset each 1.0 acre of habitat lost to development) of big game winter range in the Eagle Valley to increase its productivity and offset habitat losses (based on CDOW research in Middle Park). The application rate is 300 lbs. of ammonium nitrate per acre (=100 lbs. of nitrogen/ acre) and treatments are effective for three growing seasons. Application under suitable (moist) soil conditions in spring 2019 would require hand spreading. Occasional aerial application thereafter might be coordinated with CPW. 18 Except those needed for “feathering” to create a more organic shape to the clearing where the aspen stand meets the USFS property line. Young aspen with branches within the browse range of sheep and elk (e.g., 4 ft. above ground level) could be left to help create this visual form. 19 I.e., those whose branches have grown out of the winter browse range of ungulates. July 5, 2022 - Page 681 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 27 The TOV Fire Department (FD) recommends enhancement treatment approval through the PEC application process for the whole project rather than a separate process. TOV FD has the capability and permission to implement cut/pile/burn projects and would be willing to help with the East Vail enhancement. Practically, it would work better if the TOV FD would do the piling to facilitate an efficient burn. The Work Plan would be prepared by the TOV FD. Some direction from a silviculturalist on the final appearance of the cleared forest, how and when to trim shrubs, reseeding, etc., is recommended. Triumph would pay for FD time; likely a crew of three, working for two to three months for nine to 15 acres, doing work by hand, plus the planning time. The subsequent pile burns will likely occur start in the following spring or fall when the logs have dried and there is sufficient (min. 4 in.) snow on the ground. Treatment access will likely be via the Pitkin Creek trail (to most of the large open space area) and via the rockfall barrier catchment corridor (to the enhancement area in and adjacent to the northeast corner of the 5.4-acre development area). Any access track(s) from the trail will be blocked and restored upon completion of the project to discourage pedestrian access. To maximize the effectiveness of the enhancement area and surrounding habitats, there should be no trails or non-authorized human access onto the NAP parcel and no trails emanating from the Workforce Housing parcel onto surrounding TOV or NFS lands. Triumph Development is also aware that for maximum effectiveness of their enhanced winter range, it should be “connected” with current high quality habitats on NFS lands via non-forested corridors, including (1) the currently suitable, but over mature, winter range below and east of the main Booth Creek cliffs, and with (2) the cliff band above the East Vail parcel (as relayed to the U.S. Forest Service [USFS] on Feb. 6, 2019). Triumph will provide east-west connectivity through the site on the uphill side of the rockfall berm. This on-site winter range enhancement could complement a larger project now under consideration by the Town, USFS, and CPW to treat other areas within the overall sheep winter range polygon.20 However, with the undetermined timeline and uncertainty of enhancement approval by the USFS, this off-site enhancement is not part of the Triumph’s proposal for the East Vail project. With the above habitat enhancement, the 15.6 acres of treated habitat would provide a larger amount of isolated, better quality sheep winter range (foraging habitat) than what currently exists and would more than offset the winter foraging habitat located adjacent to the Frontage Road and I-70 that would be directly (0.3 ac.) and indirectly (.) affected by the new housing project. While the entire 3.3 acre development footprint and adjacent habitat represent sheep winter range, its value as foraging habitat is limited to 0.25 acres on-site and the narrow band of largely non-native smooth brome along the cut slope above the Frontage Road, which is almost entirely off the parcel and would not be developed. Therefore, the extent of the compensatory replacement of lost project-related foraging habitat is even more apparent. 9.1.2 Off-site Enhancement The East Vail Workforce Housing project has enlightened the Vail community about the bighorn sheep herd and has become a catalyst prompting the TOV and resource agencies (the USFS and CPW) to again consider broad scale habitat enhancement, the real key to maintaining this herd. Most of the habitat within the 1,800-acre sheep winter range polygon is in need of some type of enhancement to restore and reinvigorate the mountain shrub community that is normally maintained by periodic wildfires. Such a widespread enhancement plan, similar in scope and approach to that proposed by the USFS in 1998, is now under preliminary consideration with the TOV, USFS, and CPW. Few of the personnel involved and familiar with the 1998 habitat enhancement proposal are currently available. Suggestions were provided to 20 Initial meetings to discuss this project occurred on Jan. 11 and Feb. 5, 2019. July 5, 2022 - Page 682 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 28 Town and agency personnel regard what and where enhancement might be implemented on surrounding public lands to better connect the private East Vail parcel enhancement with the larger treatment area, with or without the Workforce Housing. This potential enhancement in the immediate vicinity of the East Vail parcel was also presented to and discussed with TOV and CPW representatives on January 11, 2019 and with TOV, USFS, and CPW representatives on February 5, 2019. As of the spring 2019, some of this enhancement on Town of Vail property is underway. 9.2 CONSTRUCTION-RELATED MINIMIZATION MEASURES Temporary (i.e., 1-2 yr.) construction disturbances will affect wildlife on and adjacent to the parcel. Of greatest concern are potential effects to wintering sheep and nesting peregrine falcons. The following minimization measures that would be implemented by Triumph Development would reduce potential negative effects. 9.2.1 Wintering Sheep Construction would remove 0.3 acres of winter foraging habitat on the East Vail parcel (i.e., in the vicinity of the multifamily buildings’ footprint and the driveway entrance; Fig. 8-1). Wintering sheep could also be displaced by construction activity from two nearby foraging habitats, (1) the cut slope above the Frontage Road and below the development area (1.7 ac.) and (2) from the nearby CDOT ROW and TOV open space, west and northwest of the of the project’s driveway entrance. Combined, all of these areas support three+ acres of foraging habitat dominated by smooth brome. See Section 3.1.1.2, above, for comments regarding the stress level of sheep foraging close to the road, the frequency and amount of foraging on and adjacent to the development area, and the importance of this forage to wintering sheep. While sheep displacement from the cut slope below the construction area is most likely, most construction activity within the parcel’s interior would be screened by intervening trees from the important foraging habitat to the west and northwest. The exception to this would be disturbances from vehicles entering the site where no effective screening is present to the west. In consideration of the construction activity’s displacement significance on the wintering sheep, the most obtrusive disturbances from site clearing, excavation, grading and wildlife/rockfall berm construction would not occur outside buildings during the winter range period. Some outside activity (which would largely be screened for view) such as framing and skinning the buildings would occur during the first winter, and any activity during the second winter would be largely inside the buildings. As a worst case scenario, animals completely displaced from adjacent foraging areas (i.e., in addition to their diurnal displacement, they would not return to forage in these areas during the 16 hours of the day when construction is not occurring and human activity has ebbed, as now occurs) they would have to obtain their forage from other areas of their winter range. Colorado Parks and Wildlife’s sheep winter range polygon is approximately 1,800 acres. However, during winter 2017-2018, sheep only used 15% (277 acres) of the area within that polygon (Thompson 2018c).21 While that percentage underestimates winter range actually used by the sheep, the five acres of winter foraging habitat that would be removed and unavailable to wintering sheep represents 1.8% of the winter range used during winter 2017-2018. That is a relatively small proportion of available habitat, however all winter habitat is important not only for the 21 That is likely a function of (1) the smaller (than in past years) present population of 41 sheep, (2) sheep now using the highest quality habitat available, (3) sheep avoiding forested habitats, (4) sheep restricted from some portions of their winter range by jackstrawed logs, and (5) sheep not using isolated mountain shrub patches, over mature shrub patches with little available forage, and shrub communities where forage has grown out of their browsing range. July 5, 2022 - Page 683 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 29 forage it provides, but also by reducing foraging pressure on other areas of winter range. The range of measures that would minimize and offset, temporary, construction-related, winter range reductions include: 1. Schedule construction phasing so the most obtrusive disturbances do not occur outside buildings during the winter range period22 Initial clearing and site work, when heavy equipment would be operating and when disturbances would be greatest, should not occur during any winter. The framing through dry-in phase could overlap the first winter. All of that activity, other than framing, enclosing, and outside finishing of the upper floors, would be screened from sheep winter range to the west by a broad band of aspen forest. Most construction noise should blend in with noise associated with I-70 and the Frontage Road. Thereafter, the final inside finishing phase would have the least obtrusive disturbances. 2. Conduct construction activities only during daylight hours, excluding emergencies. This would give sheep the opportunity to enter foraging areas adjacent to construction areas (i.e., where they may be diurnally displaced) under cover of darkness and forage (as they do now in diurnal human activity areas near the Frontage Road), minimizing any reduction of forage availability. 3. With the exception of construction traffic entering the parcel on its western tip, virtually all construction activity23 would be screened from sheep winter range to the west by a broad band of aspen forest. To better maintain sheep winter range habitat effectiveness on the CDOT ROW and TOV open space to the west of the project’s driveway entrance, temporary construction screening, berm installation, and tree plantings northwest of the driveway entrance that could screen project- related vehicles from nearby wildlife have been considered. The need and design for such screening will be resolved with CPW and the TOV during the planning process. The screening concern is that it would not be needed if sheep displaced by construction traffic during the day return and use that nearby habitat under cover of darkness, as sheep now use habitat along the Frontage Road. Furthermore, temporary construction screening could actually block sheep from accessing and foraging in the ± 1.7-acre smooth brome stand that is east of the driveway entrance and above the Frontage Road, unless they went around the screen’s end and onto the Frontage Road at night. Should screen be needed, a berm or temporary, non-transparent construction fence that visually blocks construction traffic (and subsequent housing traffic) could be installed before the first winter construction season where traffic would enter the parcel. A berm could be seeded with an initial mix to stabilize the soils without irrigation. Thereafter, the berm could be reseeded with site-appropriate vegetation that would provide winter forage values. After construction, when project utilities are functional, trees could be strategically planted on areas around the berm to better screen traffic entering/ leaving the site. Irrigation would be needed for tree establishment and maintenance. Tree species, tree density, screening width, and topography should be considered. Conifers, whose lower branches would not lift, would be most effective. Screening effectiveness would increase over time and would be beneficial over the life of the project. The location of those plantings may extend onto TOV open space where permission would be required to landscape. 22 CPW has not defined the winter range period for this herd. Their generic winter range definition is that part of the overall range where 90% of the individuals are located during the average five winters out of ten, from the first heavy snowfall to spring green-up. Based on that definition and considering winter range dates for other big game species, average sheep winter range occupancy could be defined, on average, as November 15 to April 15 (dates inclusive). Sheep are present on portions of their winter range (i.e., below the Booth Creek cliffs) outside this period because of salt blocks. 23 Other than framing of the upper floors, but certainly all ground-level activity. July 5, 2022 - Page 684 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 30 4. Prohibit all construction personnel from bringing non-service animals on-site at any time of year. 5. A rockfall berm is planned for the upslope edge of the development area (Skyline Geoscience 2019). The tree- and shrub-less rock collection area uphill of the wall could function as a corridor facilitating wildlife movements around the development area. That narrow corridor could be cleared of jackstrawed logs and extended to the open mountain shrub below Booth Creek cliffs with the USFS’s permission. Fencing to block human access from the property to important wildlife habitats beyond was requested by CPW24 before the Workforce Housing and the rockfall berm was designed. The need and design of fencing along the rockfall berm to block restrict resident access will be resolved with CPW and the TOV during the planning process. The fencing concern includes a design that allows wildlife that might enter the development area to exit safely. The following design criteria are under consideration: a. If fencing is required, it should be continuous to keep residents and domestic animals in and wildlife out. A fence midway down the uphill side of the berm would allow a portion of the berm to be used as wildlife habitat and a wildlife movement corridor. An eight-foot-tall cyclone fence would be recommended. Closure signs spaced on stakes along the base of the rockfall berm would not restrict access as effectively as a fence. b. Jump gates (i.e., like those installed along fenced sections of I-70) might be the most appropriate features to allow wildlife that might enter the development area under cover of darkness to safely exit, while also preventing wildlife from entering the property. Their locations and design would require consultation with CPW, the landscaper, and geotechnical personnel, but by locating these fences on the uphill side of the berm, regularly spaced jump ramps can be incorporated into the berms grading. Fencing and jump gate designs, similar to those that have been installed in wildlife fencing along I-70 in Eagle County, have been obtained from the Colorado Department of Transportation (CDOT, J. Peterson, CDOT Wildlife Program Manager) and would be incorporated into the rockfall berm to facilitate the needed egress. c. Access to the barrier catchment area should be secured with similar fencing. d. Any rockfall wall/ fencing configuration should be continuous along the north and east property lines. e. Signs (e.g., “Important wildlife habitat. Area behind sign closed to all non-authorized access year-round. Trespassers will be prosecuted.”) should be strategically placed on at jump gates and at the fence ends to remind and educate residents and guests about the restricted access. 6. If debris removal from the barrier catchment area occurs during the early peregrine falcon nesting period (May and June, inclusive) and there are large boulders that must be broken into smaller fragments, use expansive grout rather than blasting. Depending on when in on-site habitat enhancement is initiated and depending on what the treatment consists of, there could be increased forage availability on the entire 14.6 acres for the first winter of construction. Fertilizing and shrub cutting would provide an immediate response, followed by a gradual increase in habitat quality and forage availability over the following years. Treatments have been and can continue to be implemented on TOV open space and the CDOT ROW to the west of the East Vail parcel 24 At a May 14, 2018 meeting with Vail Resorts. July 5, 2022 - Page 685 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 31 (both of which are in need of enhancement), whose vegetative response would be available to sheep in the first winter of Construction(see Section 9.1.2, Enhancement on TOV Lands). Those treatments could total up to 20.0 acres or more. 9.2.2 Nesting Peregrine Falcons A pair of peregrine falcons have nested on a cliff on the opposite side of I-70 from the East Vail parcel in recent years (Thompson 2018b,c). The pair is largely habituated to the chronic traffic and human activity below their cliff. Most Workforce Housing construction activity should not affect the pair because of their level of habituation, the distance of the nest cliff from the closest construction activity (0.36 mi.), and the considerable amount of noise, traffic, and recreational activity present between the parcel and the nest cliff. For the same reasons, habitation of the Workforce Housing, which will be similar to other East Vail subdivisions to the east, west, and below the cliff, should not meaningfully affect nest success. However, there is one potential component of Workforce Housing construction could adversely affect their nesting success, blasting. It is unknown if blasting will be needed, but if it is, it should be conducted outside of the March 15 to July 31 (dates inclusive) nesting period or until fledging. It is unknown if blasting could be adequately baffled to attenuate noise and shockwaves from hitting the cliff (≥1,923 feet away)25 and startling the birds. Blasting during the incubation period (early to mid-May to mid-June; Cade et al. 1996, Craig and Enderson 2004) would likely produce the greatest negative effects that could jeopardize recruitment. 9.2.3 Other Construction-related Mitigation In addition to the above sheep and falcon measures, the following would minimize, temporary, construction-related, impacts on the broader wildlife community: 1. Prohibit all construction personnel from bringing dogs on-site at any time of year. 2. Prohibit all construction personnel from feeding or baiting wildlife. 3. To minimize conflicts with black bears, all construction activity on the parcel shall have available certified bear-proof trash receptacles for the disposal of any refuse associated with food or drink. No food products or food containers should be thrown in the larger roll-off style dumpsters. Receptacles shall be adequately distributed to facilitate use and be in place before any ground disturbance occurs. All construction personnel associated with the project shall be initially briefed about the bear issue and the need to properly handle and dispose of all materials that can attract bears. At no time will any refuse, that has been associated with food or drink, be allowed to be available to any wildlife species. 4. All vehicle windows should be kept closed and doors locked on all vehicles to prevent bear entry. 5. Sediment basins and other Best Management Practices should be implemented to contain construction-related erosion and sedimentation on-site and prevent parking lot runoff from reaching Gore Creek where it could negatively affect fish and other aquatic biota. 9.3 HUMAN HABITATION-RELATED MINIMIZATION MEASURES AND MANAGEMENT PLAN In addition to construction impacts, resident habitation of the Workforce Housing will have additional 25 As measured in Google Earth. July 5, 2022 - Page 686 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 32 ongoing effects to on-site and off-site wildlife communities. This section and its reference to preceding sections of the Wildlife Mitigation Plan identifies (1) tasks to be implemented by the developer and (2) Wildlife Requirements for residents of the East Vail Workforce Housing Subdivision to avoid and reduce these effects. It is anticipated that these commitments and requirements will be incorporated into the subdivision’s Development Application, approvals, and any Home Owners Association (HOA) governing documents. The term “Responsible Party” shall mean any resident, owner, tenant, family guests of the resident, owner, or tenant of the East Vail Workforce Housing parcel. 9.3.1 Requirements for the Developer of the East Vail Workforce Housing Parcel The following additional recommendations should be implemented and/or overseen by the developer and its selected apartment management company (“Housing Management”) to further avoid and minimize wildlife-related habitation effects. 1. The planting of gardens and fruit/ nut bearing trees or bushes on the parcel will be prohibited because bears will be attracted to these plants in close proximity to residences. If flowering trees are desirable, the developer should consult with a local landscaper to select a sterile variety that produces flowers, but no fruit. 2. There shall be no roads or trails developed on the undeveloped portion of the East Vail parcel. Such roads and trails would encourage recreational access, which is expressly prohibited26 outside of the development area year-round. Unauthorized hiking and biking trails developed by third parties on the East Vail parcel shall be promptly deconstructed and reclaimed as soon as possible after they are discovered. Of paramount concern on this project is prohibiting all recreational use of Town of Vail (TOV) open space to the west, , the East Vail parcel Natural Area Preservation Parcel to the east, a National Forest Service lands to the north (i.e., the “Surrounding Wildlife Areas of Concern;” see Fig. 2- 1), some of which are vital to the small bighorn sheep herd. There are currently no official recreational trails on those lands between the Pitkin Creek trail to the east and the Booth Creek trail to the west. If and when Housing Management becomes aware of any such trails on those surrounding public lands, they shall promptly notify the appropriate land owner about the trail so that it may be decommissioned. 3. There shall be no outside storage of any trash or garbage, no matter how briefly (e.g., overnight), at any residence within the development, unless it is in a fully enclosed structure or contained within commercial-size, bear-proof containers, which meet North American Bear Society, Colorado Parks and Wildlife (CPW), or U.S. National Park Service specifications, or are of a custom design approved by CPW. Housing Management shall provide an adequate number of trash containers, distributed around the development to encourage and facilitate their use, and arrange and maintain a trash collection schedule that is adequate to prevent trash “overflow” that could attract and lead to bear conflicts. A separate bear-proof trash container shall be provided at the BBQ shelter. 4. Because the mountain shrub community within the bighorn sheep winter range polygon (see Section 3.1.1.1) is unlikely to be naturally maintained by periodic wildfires, it will need to be periodically restored and reinvigorated via some type(s) of enhancement, such as those prescriptions recommended in Section 9.1. In the best interest of the sheep, consideration and implementation of such 26 Except as may be needed for (a) access to the rockfall wall cleanout area (b) authorized wildlife assessment, (c) periodic habitat enhancement, (d) utility maintenance and repairs, and (e) emergencies. July 5, 2022 - Page 687 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 33 enhancement should occur approximately every 15-20 years. The owner or HOA responsible for the NAP parcel should undertake these enhancements periodically on its property. 5. Owner of the East Vail parcel will develop and implement a weed management program on and around the development area. Such a plan would be most important in the first few years following development and habitat enhancement. 6. The developer will post signs around the property informing the Responsible Parties of the Surrounding Wildlife Areas of Concern and the prohibition of accessing these areas by their lease or HOA Documents. 9.3.2 Wildlife Requirements for Residents of the East Vail Workforce Housing Parcel The East Vail Workforce Housing parcel is located adjacent to the most important block of bighorn sheep winter range in the valley. It also supports other important wildlife values. The development and habitation of the project is going to have negative effects on the wildlife community. However, the potential negative effects have been, and will be, avoided, minimized, and compensated with (1) the parcel’s rezoning, (2) the incorporation of wildlife-oriented design criteria into the development’s design, (3) with on-site habitat enhancement, and (4) with the implementation of wildlife-related construction and operational considerations. The last component required to avoid and minimize project-related impacts on the local wildlife community is for residents to recognize that they are living in a sensitive wildlife setting and that they must strictly abide by the following Wildlife Requirements to maintain the wildlife community. It was only with the implementation of all of these wildlife protection measures that Workforce Housing was authorized on this site. 9.3.2.1 Recreation Inappropriate recreational use beyond the Workforce Housing development area could adversely affect continued wildlife use of surrounding lands, some of which are vital to the small bighorn sheep herd. This is the paramount wildlife concern on this project. Lands of particular concern include TOV open space to the west, National Forest Service lands to the north, and the East Vail Natural Area Preservation parcel to the east, that extend above the East Vail parcel to the highest cliff band, hereinafter the “Surrounding Wildlife Areas of Concern” (see Fig. 2-1). There are currently no official recreational trails on those lands between the Pitkin Creek trail to the east and the Booth Creek trail to the west. Therefore, in the best interest of the sheep, the following recreation-related measures shall be enforced to minimize negative effects and will be implemented in partnership with the Town of Vail: 1. The TOV will use its authority as a municipality and property owner to enact and enforce protective restrictions on nearby Surrounding Wildlife Areas of Concern at appropriate times during the year, including but not limited to, closing privately owned parcels to access, and assisting the property owners with policing and preventing trespassing violations. 2. Responsible Parties will be prohibited from accessing the Surrounding Wildlife Areas of Concern during the times of year that the TOV determines that the property should not have human presence, which can include complete closure of privately owned property. This particularly includes the gated Booth Creek rockfall berm road that starts immediately west of the Workforce Housing driveway entrance. This measure is focused on protecting and maximizing bighorn sheep use of the habitat. While sheep are generally present from October through July, they may be present in this area year- July 5, 2022 - Page 688 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 34 round. Any human presence could reduce sheep habitat effectiveness27 and have negative effects on the herd. Because of habitat deterioration, winter range losses, and other factors, no further habitat losses or reduced habitat effectiveness should occur. 3. Colorado Parks and Wildlife specifically requested the fencing that extends along the northern and eastern boundaries of the development area as a physical barrier to restrict and discourage resident use from extending into the important Surrounding Wildlife Areas of Concern. Subject to TOV approval, the developer will install fencing recommended by CPW along the north side of the rockfall berm and eastern boundaries not already protected by natural grade. 4. Responsible Parties are prohibited from flying drones on the housing parcel and on or around the Surrounding Wildlife Areas of Concern year-round. 5. Responsible Parties are encouraged to recreate along existing official trails elsewhere in the area, to understand and follow all associated trail rules, including seasonal trail closures for wildlife, and not to use or create volunteer trails. 9.3.2.2 Pet Controls Most pets and those properly controlled do not negatively affect wildlife. Of all pets, dogs present the most conflicts. Domestic dogs are carnivores and all breeds have the potential to be predators at some level. All domestic dogs were wolves or their wild canine relatives and 7,000-15,000 years of domestication and out-breeding aggression (Kendall 2002, Savolainen et al. 2002) has not bred all predatory tendencies out of all breeds. At some level, domestic dogs still maintain instincts to hunt and/or chase prey. It is well established that domestic dogs, including a loose or temporary “stray” dog that might originate from Workforce Housing, could harass, chase, exhaust, bite, injure, severely maul, or kill wildlife, including sheep, deer, and elk. In addition, free-ranging domestic cats are the top human-caused threat to wildlife in the United States, killing an estimated 1.3 to 4 billion birds and 6.3 to 22.3 billion mammals28 annually (Loss et al. 2013). Because of the sensitivity of the Workforce Housing parcel’s location in wildlife habitat and in the winter range of a small bighorn sheep herd, where the mortality of a single individual could negatively affect herd viability, the avoidance of any conflict between pets and wildlife must be avoided. Therefore, each of the following East Vail Workforce Housing Parcel Pet Policy (aka the General Pet and Dog Policy) measures shall be included in the development application commitments, any leases for residents, and/or HOA documents enforced to minimize negative effects to wildlife. General Pet, Service Animals, and Emotional Support Animals Policy As background, residents who have need of assistance from “service animals” 29 or “emotional support 27 Habitat effectiveness may be thought of as the ability of wildlife to use the amount, quality, and distribution of available forage and cover without being impaired from that use by human activities and developments. 28 Including mice, shrews, voles, squirrels and rabbits. 29 Service animals include dogs and are individually trained to do work or perform tasks for the benefit of an individual with a disability, including a physical, sensory, psychiatric, intellectual, or other mental disability. Tasks performed can include, among other things, pulling a wheelchair, retrieving dropped items, alerting a person to a sound, reminding a person to take medication, July 5, 2022 - Page 689 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 35 animals” 30 are protected under the Americans with Disabilities Act (ADA) and/or the Fair Housing Administration Act (FHA). Other applicable Federal, State, and/or local laws and regulations may also apply. Such animals will not be prohibited or limited from the development and instead will be required to follow the rules and regulations of the community to the extent allowed by Federal and Colorado law. 1. All dogs shall be prohibited in any rental property on the East Vail Workforce Housing Parcel at all times, except for those that have valid documentation as a service animal or emotional support animal, which shall be provided to Housing Management. This prohibition applies to all Responsible Parties renting units in community. This measure reduces potential dog issues from those associated with 73 units to 31 units, with the possible exception of service or emotional support animals. 2. Owners shall be limited to harboring no more than two dogs on the East Vail Workforce Housing Parcel at any time. No resident shall be limited to the number of service or emotional support animals. 3. Other than pets of owners, no pets of family, guests, and/or contractors of residents will be permitted on the parcel other than service animals, emotional support animals, or other animals as required by Colorado and Federal law. 4. Any animal within the parcel must be under the direct control of its owner or Responsible Party at all times. 5. Anytime an animal is outside of the residence it shall be controlled by a leash of no more than 12 feet in length, unless it is a service animal that must be unleashed to perform its services. 6. An exception to Measure 6, above, is that owners may construct an outdoor facility (i.e., a dog run or kennel) that is adequate to contain the dog(s) when outside and unattended and then only for limited periods of time, not to exceed 30 minutes, to allow the dog to “do its business,” before its return to the residence. Dogs kept in a kennel or dog run for longer than 30 minutes shall constitute a violation of these rules. Enclosed runs or kennels must: (a) be located immediately adjacent to the home, surrounding an outside door, and as best possible attached to and integrated into the design and visual appearance of the residence and (b) not exceed 500 square feet. Dog run or kennel height shall be adequate to contain the breed of dog(s). Eight-foot fence heights are generally adequate to contain the most athletic of dogs, particularly if there is no opportunity to climb. Owners need not completely enclose the tops of kennels or runs to protect dogs from possible mountain lion predation because of the short duration that dogs will be present in the confinement area. The design, characteristics, and location of the kennel or dog run must be reviewed and approved by the HOA. If facilities are inadequate to contain the resident's dog(s) when outside and unattended, the animals will be immediately removed from the property until adequate structures can be built. 7. The walking of animals within the property shall be confined to the developed areas (parking lots and around buildings) within the Workforce Housing project area. Small parks and open space were intentionally excluded from the development to minimize the footprint of the development area and native habitat loss. Walking dogs along the Frontage Road would reduce wildlife use of adjacent habitat (e.g., Lenth et al. 2008, Ellenberger and Byrne 2009, Miller et al. 2011), a negative effect that must be avoided, particularly in winter (approx. Nov. 15 - Apr. 15). or pressing an elevator button. 30 Emotional support animals (ESA) do not need any specialized training and are there to purely gives comfort and love. Emotional support animals can be dogs, cats, birds, rabbits, lizards, etc. People may use all sorts of animals to give them the emotional support they need to live a fulfilling life. July 5, 2022 - Page 690 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 36 8. Residents shall pick up after their animal and put any waste materials in proper trash containers. 9. Pets shall not be fed outside. 10. No animals shall be permitted to chase any wildlife (including, but not limited to, sheep, deer, elk, marmots, rabbits, coyotes, foxes, porcupines, and chipmunks) anywhere within or beyond the parcel, and each resident shall take all steps reasonably necessary to prevent its animal from chasing wildlife anywhere within or beyond the parcel (including off-site public trails). 11. No Responsible Party shall permit any animal to be a public nuisance. Examples of nuisance behavior include, but are not limited to, barking, whining, or howling in an excessive, continuous, or untimely fashion, as determined by Housing Management and/or the HOA, in their sole and absolute determination, which also reserve the right to define public nuisance in additional ways. 12. Housing Management, at their sole discretion, may ask a Responsible Party to remove their animal from the premises if it is not under control, if the handler fails to act to gain to control, if the animal is behaving aggressively, or if the animal is posing a threat to human health and safety. If a service animal or emotional support animal must be removed for a legitimate reason, Housing Management and/or the HOA must permit the handler to obtain the services or goods they need without the animal’s presence, including a new service animal or emotional support animal. 13. All rules and regulations required of residents will be required of the family, guests, and contractors of the residents. Remedies for infractions by the resident’s family, guests, and contractors will be enforced upon the residents as if the animals where owned by the residents. 14. Each resident or homeowner in the East Vail Workforce Housing Subdivision shall sign a separate copy of the General Pet and Dog Policy indicating that the he/she understands and agrees to abide by the General Pet and Dog Policy as a part of its lease or in conjunction with the purchase of their unit in the HOA. 15. Responsible Parties requesting to have a service animal or emotional support animal that is a dog shall provide documentation to Housing Management, the HOA, and/or the employer, as applicable, who is/are responsible for the home or unit used by the Responsible Party demonstrating that: (a) the Responsible Party has a disability (i.e. a physical or mental impairment that substantially limits one or more major life activities) and (b) the Responsible Party has a disability-related need for the service or emotional support animal as allowed under the ADA and/or FHA. 16. The application for a service or support animal will be reviewed by Housing Management, the HOA responsible for the unit, or the employer. Approval will not be unreasonably withheld and will follow all state and federal laws. 9.3.2.3 Resident Education Regarding Black Bears/ Trash Removal/ Nuisance Wildlife The Workforce Housing project is located in high quality black bear habitat. Most bears do not cause damage where residential and other developments have encroached into bear habitat. The key is that if a bear doesn't find food it will move on. Black bears are omnivorous and while they mostly eat vegetation, they will eat almost anything. Bears will eat human food, garbage, hummingbird nectar, bird seed, pet food, grease off grills, suntan lotion, etc. Garbage generally provides the greatest attraction for bears to residential developments. Once a bear has found an easily accessible, consistent food source, it will often overcome its wariness of people and visit the site regularly. This increases the chance of a bear-human encounter. After repeated use of the food source, the bear may even act aggressively toward residents or their unsuspecting neighbors. When this happens and wildlife authorities are notified, the bear is usually killed to protect human July 5, 2022 - Page 691 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 37 safety. The following education measures will be required to reduce potential bear problems: 1. Residents will be provided and are encouraged to review the bear section in this Plan (Section 3.1.4) describing the project’s setting in bear habitat. Residents will be provided with information to educate themselves about most bear issues they might encounter by being provided the following link on CPW’s website, or similar information: https://cpw.state.co.us/Documents/Education/LivingWithWildlife/LivingWithBears.pdf 2. Residents are also encouraged to access and view a wide variety of pamphlets, brochures, reports, and videos of other bear-related topics such as CPW’s Bear webpage: https://cpw.state.co.us/learn/Pages/LivingwithWildlifeWildBears.aspx 3. Bird feeders attract bears. For this reason, residents are discouraged from using bird feeders of any design (e.g., mixed seed, sunflower, thistle [niger], suet, fruit, mealworms, nectar [hummingbird], etc.) from April 1 to November 15, dates inclusive, the period of the year when bears are actively seeking food, unless the feeders and seed spillage from them are clearly inaccessible to bears. 9.3.2.4 Resident Education on Mountain Lions Mountain lions are occasionally present year-round in the vicinity of the East Vail parcel, but may be more common in the area from fall through spring when bighorn sheep and elk (prey species) are wintering and at lower elevations. In other areas of Colorado, where subdivisions have encroached upon mountain lion habitat containing high concentrations of prey species, encounters between lions, humans, and their pets and livestock have increased. The following measures will be implemented to minimize lion-human conflicts: 1 Residents are encouraged to review the mountain lion section of this Plan (Section 3.2.4.4) describing the project’s setting in lion habitat and the recent increase involving the public encountering lions while hiking. Residents can further educate themselves about most lion issues they might encounter by via the link on CPW’s website or similar information: https://cpw.state.co.us/Documents/Education/LivingWithWildlife/LivingWithLions.pdf Residents are also encouraged to access and view a wide variety of other lion-related topics on CPW’s Lion webpage or similar information: https://cpw.state.co.us/learn/Pages/LivingwithWildlife Lion1.aspx 9.3.2.5 Education on Wildlife Mortality on Local Roads The following information will be provided to residents of the Workforce Housing parcel to minimize conflicts and wildlife mortality on local roads: July 5, 2022 - Page 692 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 38 The Workforce Housing parcel is accessed by the I-70 Frontage Road where the posted speed limit is generally slow enough to avoid most wildlife mortality. Obeying posted speed limits would not only reduce wildlife mortality, but would also reduce the risks of collision, damage to personal property, and injury to motorists. Residents and their contractors, employees, and guests should obey posted speed limits to avoid wildlife mortality on roads. During winter, bighorn sheep occasionally come down and graze along the cut slope above the Frontage Road, in the vicinity of the housing. Under certain conditions, they will lick salt off the road. To discourage this behavior, the TOV changed from using a salt product to cinders for treating slick road conditions in this area. However, the cinders still contain approximately 5% salt to keep the cinders from clumping, so the sheep continue to lick the road. Sheep on or adjacent to the road cause traffic jams. Traffic backs up as drivers stop to view the sheep. Drivers of some vehicles try to go around stopped traffic and end up closely approaching the sheep. The sheep often seem oblivious to the traffic. Law enforcement eventually shows up with the goal of restoring traffic flow. The sheep are chased off the road and traffic is encouraged to resume. If you encounter sheep grazing near or along the road, residents may slow down, but should not stop. It is stressful to the sheep to be foraging in such close proximity to humans and their vehicles and they only do it because they are starving and need the forage. If residents are caught in a sheep jam, they should not try to go around stopped vehicles or park and get out of their vehicle to get a better view the sheep. 9.3.2.6 Adjacent National Forest Lands Undeveloped habitat north (uphill) of the Workforce Housing is National Forest Land managed by the U.S. Forest Service. While all Workforce Housing residents and guests are prohibited from those lands to protect their wildlife values (see Section 9.3.2.1), it is possible that residents may see hunters wearing fluorescent orange or pink clothing carrying weapons in that area during the fall hunting seasons. That activity is legal and residents need not report it by calling 911, CPW, or Housing Management. 9.3.2.7 Resident Education on Other Wildlife Concerns With the exception of bird feeders, as described in Section 9.3.2.3, the feeding, baiting, salting, or other means of attracting wildlife is prohibited. It is illegal in Colorado to intentionally place or distribute feed, salt blocks, or other attractants for big-game animals and such actions are subject to fines for violations. The well-meaning sheep enthusiasts who illegally placed salt and mineral blocks on TOV open space are apparently unaware that their actions are deleterious to the herd. The sheep’s attraction to salt blocks prolongs their use of winter range well into spring and even summer, putting additional pressure on the vigor and quantity of forage that should be reserved for winter, in a landscape that has deteriorated as a result of wildfire suppression. Salt blocks can spread disease. Concentrated, prolonged, and predictable sheep use of salt blocks may also attract mountain lions that prey on sheep. Not only might the use of salt blocks result in greater sheep predation, but it might also become necessary to kill the lions for public safety. 9.3.3 Enforcement The East Vail Workforce Housing Subdivision is located within the TOV’s jurisdiction and is subject to its laws. The Developer, Housing Management, and the HOA, if applicable, together with the TOV, will maximize the impact of enforcing the above Wildlife Requirements for the Developer and Residents of the East Vail Workforce Housing Parcel through the following measures. July 5, 2022 - Page 693 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 39 1. The TOV will use its authority as a municipality and property owner to enact and enforce protective restrictions on TOV and private property that is important wildlife habitat at appropriate times during the year, including but not limited to, closing all or portions of parcels to access by the public, including residents of the East Vail Workforce Housing Subdivision, and policing and preventing trespassing violations. 2. Housing Management staff will enact and enforce the above restrictions regarding pet ownership as allowed by Federal and Colorado law. These items will be included in the community’s rules and regulations and HOA documents, as applicable. 3. Residents of the Workforce Housing parcel will ultimately be responsible for costs related to any damage done by pets or service and emotional support animals. 4. Housing Management and HOA management will provide assistance to the TOV in enforcing violations of restrictions to TOV property by the timely reporting of observed violations of those restrictions, including providing evidence of the violation(s) to TOV authorities, who can take appropriate action. 5. Upon the occurrence of a violation of these policies by a Responsible Party, Housing Management or the HOA Manager, as applicable, shall give written notice (“Notice of Violation”) to the Responsible Party (and a copy to the owner and Master Lessee of the unit, if the owner or Master Lessee is not the Responsible Party) regarding the occurrence of the violation, stating with reasonably detailed information concerning the violation, noting, among other things, the facts and circumstances surrounding the violation as well as the day, approximate time, and approximate location of the violation. 6. Housing Management should maintain a file of Wildlife Requirement violations by Responsible Parties. The TOV and CPW may periodically request summarized wildlife-related violation records to evaluate compliance with the Wildlife Requirements and determine if any adaptive management is needed to increase compliance. 7. East Vail Workforce Housing Subdivision residents and tenants are encouraged to report Wildlife Requirement violations associated with recreation and pet controls to Housing Management or the HOA, as appropriate, along with documentation (e.g., photos or video) of the violation, if possible. It is in the best interest of residents, owners, and tenants of the project, and the larger East Vail community to report violations to minimize impacts to wildlife so residents can continue appreciating the wildlife in this special setting and so more stringent requirements are not developed and implemented. 8. The Housing Manager is authorized, empowered, and obligated to impose the following fines and enforcement measures for violations of these Wildlife Requirements. a. Upon the occurrence of the first violation, a fine in the amount of $250.00 will be assessed to the owner or Master Lessee of the unit. b. Upon the occurrence of the second violation, a fine in the amount of $500.00 will assessed will be assessed to the owner or Master Lessee of the unit. c. Upon the occurrence of a third and all subsequent violations, a penalty will be assessed according to ownership status of the Responsible Party as follows: i. A Responsible Party who is a tenant in the Workforce Housing Parcel will be given a one- month notice in writing to vacate their premises, regardless of hardship. July 5, 2022 - Page 694 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 40 ii. A Responsible Party who owns a home in the Workforce Housing Parcel will assessed a fine of $750.00. d. Notwithstanding the above, for violations by residents whose occupancy at the East Vail Workforce parcel is a component of their employment, and subject to federal and state labor laws, fines and enforcement actions will be determined by and imposed solely through their employer, and include fines and enforcement measures up to and including the loss of housing at the East Vail Workforce Housing Subdivision. 9. The Owner or HOA of the East Vail parcel will retain any fines collected by the Housing Manager or HOA and use these funds for future wildlife-related enhancement on the parcel or otherwise valid enhancement that would benefit the local sheep herd. All fine assessments shall be due and payable to Housing Management within 30 days of written notice of such fine or assessment, as described below. All unpaid fines are subject to the imposition of liens on the unit as may be provided by the community’s governing documents. If any fine assessment is not paid within ten days after the due date, a late charge in the amount of $100 shall be assessed to compensate Housing Management for the expenses, costs, and fees, including attorney fees, involved in handing such delinquency. Responsible Parties shall be personally, jointly, and severally liable for all fines/penalty assessments. 9.3.4 Miscellaneous 1. In the event of a specific conflict between any non-wildlife related Workforce Housing Policies and these Wildlife Requirements, the Wildlife Requirements shall prevail. 2. Notwithstanding anything to the contrary contained in these Wildlife Requirements, Housing Management hereby reserves the right, at any time and from time to time hereafter, to modify, amend, repeal, and/or re-enact these Wildlife Requirements to better protect the wildlife community on and surrounding the Workforce Housing parcel, in accordance with non-wildlife related Workforce Housing Policies, Declarations, Bylaws, Town of Vail procedures, and applicable law. 3. For modifications or amendments to the Wildlife Policies that impact residents whose occupancy at the East Vail Workforce parcel is a component of their employment and subject to federal and state labor laws, such modifications and amendments will be subject to the review and approval of the employer. 4. Failure by Housing Management or any person to enforce any provision of these Wildlife Policies shall in no event be deemed to be a waiver of the right to do so thereafter. 5. Adaptive management will be used to resolve unanticipated wildlife issues. The TOV and CPW are two resources that may be consulted to assist. 6. The provisions of these Policies shall be deemed to be independent and several, and the invalidity of any one or more of the provisions hereof, or any portion thereof, by judgment or decree of any court of competent jurisdiction, shall in no way affect the validity or enforceability of the remaining provisions, which provisions shall remain in full force and effect. 10.0 LITERATURE CITED Andree, B. 2017. Untitled letter re: the sustainability of wildlife populations within the Gore Valley. CPW. Glenwood Springs, CO. Ltr. to P. Wadden, Watershed Community Coordinator, Town of Vail. July 5, 2022 - Page 695 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 41 Mar. 6. 7pp. Brennan, J. and Nguyen, V. 2014. Service animals and emotional support animals, where are they allowed and under what conditions? Southwest ADA Center at ILRU, Houston, TX. 17pp. Bush, T. 2006. Plant fact sheet: smooth brome, Bromus inermis. USDA NRCS Rose Lake Plant Materials Center, East Lansing, Michigan. 2pp. May 25. Byrne, G. and R. Sherman. 2011. Aldasoro Ranch wildlife assessment: a review & update of the 1990 assessment. Wildlife Management and Consultants, LLC, Palisade, CO and Wildlife Habitat & Natural Resource Specialists, Montrose, CO. Nov. 20. Cade, T.J., J.H. Enderson and J. Linthicum. 1996. Guide to management of peregrine falcons at the eyrie. The Peregrine Fund and Santa Cruz Predatory Bird Research Group. Boise, ID and Santa Cruz, CA. Sep. 97pp. Craig, G.R and J.H. Enderson. 2004. Peregrine falcon biology and management in Colorado 1973 - 2001. CDOW, Denver, CO. Tech. Publ. 43. July. 80pp. Ellenberger, J.H. and G. Byrne. 2009. Monitoring deer and elk response to human disturbance on the Dart Conservation Easement. Wildl. Manage. Conslt. & Assoc. Palisade, CO. Unpub. Rpt. 35pp. (as cited in Byrne and Sherman 2011) Kendall P. 2002. Stone age man kept a dog. Nature, 22 November 2002 (in science update). http://www.nature.com/nsu/021118/021118-12.html Lenth, B.E., R.L. Knight, and M.E. Brennan. 2008. The effects of dogs on wildlife communities. Natural Areas J. 28:218-227. Loss, S.R.; T. Will, and P.P. Marra. 2013. The impact of free-ranging domestic cats on wildlife of the United States. Nature Comm. 4:1396. McDowell Engineering. 2019. Transportation Impact Study for Triumph Development’s East Vail Residential. McDowell Engineering, LLC. Eagle, CO. May 19. Miller, S.G., R.L. Knight and C.K. Miller. 2001. Wildlife responses to pedestrians and dogs. Wildl. Soc. Bull. 29:124-132. Savolainen, P., Y. Zhang, J. Luo, J. Lundeberg and T. Leitner. 2002. Genetic evidence for an East Asian origin of domestic dogs. Science. 298: 1610-1613. Thompson, R.W. 2017. Rezoning wildlife assessment of Vail Resort’s East Vail Workforce Housing parcel, Town of Vail. Western Ecosystems, Inc. Boulder, CO. 10 pp., Aug. 10. Thompson, R.W. 2018a. Recommended wildlife design criteria for Vail Resort’s East Vail Workforce Housing parcel, Town of Vail. Western Ecosystems, Inc. Boulder, CO. 6 pp., June 15. July 5, 2022 - Page 696 of 885 Wildlife Mitigation Plan East Vail Workforce Housing Subdivision Western Ecosystems, Inc. May, 2019 42 Thompson, R.W. 2018b. East Vail peregrines – 2018 nesting attempt to date. Western Ecosystems, Inc. Boulder, CO. 6 pp., June 18. Thompson, R.W. 2018c. Wildlife monitoring report for the East Vail Workforce Housing parcel, Town of Vail, Colorado. Western Ecosystems, Inc. Boulder, CO. 33 pp., Aug. 31. Thompson, R.W. 2018d. East Vail Workforce Housing project conceptual bighorn sheep winter range enhancement prescriptions memorandum. Western Ecosystems, Inc. Boulder, CO. 3 pp., Nov. 5. Triumph Development. 2019. Booth Heights Neighborhood at the East Vail Workforce Housing Subdivision, Vail, Colorado, PEC Submittal, June 10, 2019. Triumph Development, Vail, CO. U.S. Department of Justice. 2011. Service animals. Civil Rights Division, Disability Rights Section. July. 3pp. (https://www.ada.gov/service_animals_2010.pdf) USFS. 1998. Environmental Assessment, Booth Creek Project Burn Area, Eagle County, Colorado. Holy Cross Ranger District, White River National Forest, Minturn, CO. Feb. 6. 11.0 APPENDICES A. APPENDIX A. WILDLIFE MONITORING REPORT FOR THE EAST VAIL Workforce Housing parcel, TOWN OF VAIL, COLORADO. To be inserted in the Wildlife Mitigation Plan provided to Workforce Housing residents. B. APPENDIX B. EAST VAIL PEREGRINES – 2018 NESTING ATTEMPT. To be inserted in the Wildlife Mitigation Plan provided to Workforce Housing residents. July 5, 2022 - Page 697 of 885 WETLAND DELINEATION REPORT East Vail Workforce Subdivision Eagle County, Colorado prepared for: TRIUMPH DEVELOPMENT 12 VAIL ROAD, SUITE 700, VAIL, CO 81657 & WESTERN ECOLOGICAL RESOURCE 711 WALNUT STREET, BOULDER, CO 80302 prepared by: BIRCH ECOLOGY, LLC 429 MAIN STREET, LYONS, CO 80540 BIRCH ECOLOGY FEBRUARY 2019 July 5, 2022 - Page 698 of 885 Table of Contents Section/Title Page 1.0 INTRODUCTION .................................................................................................................................. 1 2.0 ENVIRONMENTAL SETTING ................................................................................................................ 1 3.0 DELINEATION METHODS .................................................................................................................... 1 4.0 WETLANDS & WATERS OF THE U.S. ................................................................................................... 2 4.1 Wetland A ....................................................................................................................................... 2 4.1.1 Location ................................................................................................................................... 2 4.1.2 Classification ........................................................................................................................... 2 4.1.3 Vegetation .............................................................................................................................. 2 4.1.4 Hydrology ................................................................................................................................ 2 4.1.5 Soils ............................................................................................................................................ 2 4.2 Ephemeral Stream Channel ....................................................................................................... 2 4.2.1 Location ................................................................................................................................... 2 4.2.2 Classification ........................................................................................................................... 2 4.2.3 Hydrology ................................................................................................................................ 3 5.0 ANALYSIS OF JURISDICTIONAL STATUS ........................................................................................... 3 6.0 FIGURES ............................................................................................................................................... 4 7.0 TABLES .................................................................................................................................................. 8 8.0 PHOTOS ............................................................................................................................................. 12 9.0 REFERENCES ...................................................................................................................................... 17 APPENDIX A. FIELD DATA FORMS ....................................................................................................... 19 July 5, 2022 - Page 699 of 885 List of Figures Number /Title Page Figure 1. Project Location Map. .......................................................................................................... 5 Figure 2. Aerial Photo. ............................................................................................................................ 6 Figure 3. Wetland Map. ......................................................................................................................... 7 List of Tables Number /Title Page Table 1. Potential Waters of the U.S. Summary ................................................................................. 9 Table 2. Vascular Plant Species List................................................................................................... 10 List of Photos Number /Title Page Photo 1. View to the southeast, toward the I-70 corridor and East Vail Exit (10/18/17). ........ 13 Photo 2. The steep forested hillside above the project site. (10/24/17). .................................. 13 Photo 3. Wetland A is a seep with an overstory dominated by willows. (10/24/17). ............. 14 Photo 4. Wetland A is on a steep, southwestern-facing slope. (10.18/17). ............................. 14 Photo 5. The ephemeral stream has a bed that averages 2 feet wide. (10/24/17). ............. 15 Photo 6. Aspen forest next to Wetland A. (10/24/17). ................................................................. 15 Photo 7. Pits 2 (foreground) and 1 (background). (10/24/17). ................................................... 16 Photo 8. Pit 3 is within Wetland A. ..................................................................................................... 16 July 5, 2022 - Page 700 of 885 1 1.0 INTRODUCTION Triumph Development has plans to construct a workforce housing project near the I-70 Exit in East Vail. The development would be located on the western part of the ±23.3-acre property, on a 5.397-acre parcel which is the focus of this wetland delineation. The eastern 17.915 acres will be designated for Natural Area Preservation. Specifically, the project site is located in the southeast ¼ of Section 2 of Township 5 South and Range 80 West in Eagle County, Colorado (Figures 1 & 2). To aid in project planning, a wetland delineation was completed for the 5.397-acre project area where the development would be located. This report describes the wetlands and waters identified in terms of their vegetation, soil, and hydrology, and includes photos and a Wetland Map. Please note, all Figures are included in Section 6.0, Tables are in Section 7.0, and Photos are in Section 8.0. Appendix A contains copies of the field data forms. 2.0 ENVIRONMENTAL SETTING The East Vail Workforce Housing project site is located on a south to southwest-facing hillside above the Frontage Road on the north side of I-70 (Photo 1). The 5.397-acre parcel where the development would be located is dominated by aspen (Populus tremuloides) forest with scattered Engelmann spruce (Picea engelmanii) and a mixed mountain shrub community that includes serviceberry (Amelanchier alnifolia), snowberry (Symphoricarpos rotundifolius), chokecherry (Prunus virginiana var. melanocarpa), Woods’ rose (Rosa woodsii), and mountain mahogany (Cercocarpus montanus), among other species (Photo 2). There is a small seep wetland near a landslide area at the eastern boundary (Photos 3 & 4), and a narrow ephemeral stream channel that crosses the western side (Photo 5). Elevations of the delineation area range from a high of 8,520 in the northeastern corner to a low of 8,374 in the southwestern corner where the ephemeral stream channel flows off the project site. 3.0 DELINEATION METHODS Wetlands were delineated by Heather Houston of Birch Ecology, LLC and formerly of Western Ecological Resource, Inc. and David Buscher of Buscher Soil & Environmental, Inc. in accordance with the U.S. Army Corps of Engineers Wetland Delineation Manual (1987) and the Regional Supplement for the Western Mountains, Valleys and Coast (2010) on October 24, 2017. In general, wetland boundaries were delineated and flagged based upon the prevalence of hydrophytic vegetation, hydric soils and indicators of a wetland hydrology. Field forms for the three test pits with vegetation, soil and hydrology data are included in Appendix A. These test pits are located in both wetland and upland habitats. In general, plant species names follow Weber and Whitmann (1992). The wetland status of plants follows the 2016 National List for the Western Mountains, Valleys and Coast Region. Classification of wetlands follows Cowardin et al. (1979). Wetland flagging was surveyed by Peak Land Surveying of Vail, Colorado. July 5, 2022 - Page 701 of 885 2 4.0 WETLANDS & WATERS OF THE U.S. Approximately 377 square feet of a seep wetland are located within the 5.397-acre project area boundary. In addition, approximately 68 linear feet of an ephemeral stream channel bisect the project site, as illustrated by the Wetland Map (Figure 3) and summarized in Table 1. 4.1 Wetland A 4.1.1 Location Wetland A is a seep located near the eastern boundary of the project site. The wetland extends into the project area from the Natural Area Preservation parcel to the east. Approximately 377 square feet of this wetland occur within the 5.397-acre project site (Photos 3 & 4). 4.1.2 Classification Under the Cowardin Classification System for Wetlands and Deepwater Habitats (Cowardin et al., 1979), Wetland A is in the Palustrine System, Scrub-Shrub Wetland Class. 4.1.3 Vegetation Wetland A is a seep within the aspen forest (Photos 3, 4 & 6). In the area mapped as wetlands, the shrubby overstory is dominated by willows (Salix bebbiana, S. scouleriana), redosier dogwood (Cornus sericea), and bush honeysuckle (Distegia involucrata), with serviceberry, snowberry, Woods’ rose, common juniper (Juniperus communis), and mountain maple (Acer glabrum) in the moist soil at the periphery. The understory of the delineated wetland is dominated by a sparse cover of beaked sedge (Carex utriculata) growing with cow parsnip (Heracleum sphondylium ssp. montanum), starry false Solomon’s seal (Maianthemum stellatum) and monkshood (Aconitum columbianum), as well as the shade- tolerant introduced species orchard grass (Dactylis glomerata). 4.1.4 Hydrology This wetland is a seep fed by groundwater discharge and snowmelt runoff. As noted on the data form for Pit 3, the soil was saturated below a depth of 11 inches on the date of the delineation, and there was flowing water nearby in a small channel. 4.1.5 Soils Three soil pits were used to define the limits of Wetland A. Pits 1 and 2 were located just outside the wetland boundary (Photo 7) in a shallow drainage swale. Both pits lacked hydric soil and indicators of a wetland hydrology. Pit 3 was located inside the wetland boundary. The soil was hydric and was saturated below a depth of 11 inches (Photo 8). 4.2 Ephemeral Stream Channel 4.2.1 Location A 2-foot-wide, rocky ephemeral stream channel is located in the western portion of the project site (Photo 5). Approximately 68 linear feet of this channel is within the project boundary. 4.2.2 Classification The ephemeral stream is in the Riverine System, Intermittent Subsystem, Streambed Class. July 5, 2022 - Page 702 of 885 3 4.2.3 Hydrology The ephemeral stream is fed by snowmelt runoff and likely seasonal groundwater discharge from the steep hillside above the parcel. The stream flows south across the site and into a 24-inch culvert in the bottom of a depression, where the inlet is buried by rocks. The outfall is on the south side of I-70, and it discharges into Gore Creek. 5.0 ANALYSIS OF JURISDICTIONAL STATUS Wetland A is a seep that does not connect to other waters of the U.S. and is likely a non- jurisdictional feature. In contrast, the ephemeral stream has a direct surface connection to Gore Creek via a 24-inch culvert below I-70. Therefore, the ephemeral stream is likely jurisdictional. July 5, 2022 - Page 703 of 885 4 6.0 FIGURES July 5, 2022 - Page 704 of 885 Copyright:© 2013 National Geographic Society, i-cubed 106°18'0"W 106°18'0"W 106°19'0"W 106°19'0"W 39°39'0"N39°39'0"N39°38'0"N39°38'0"NFigure 1. Project Location MapEast Vail Workforce Subdivision COLORADO Project Area BASE: USGS 7.5' Vail East Quadrangle, Colorado Prepared by: Birch Ecology LLC 429 Main Street P.O. Box 170 Lyons, CO 80540 (720) 350-2530 www. birchecology.com Eagle County ^_ Booth Creek ± 1:24,000 I-70 East Vail Exit Pitkin Creek Gore Creek Parcel Boundary 5 July 5, 2022 - Page 705 of 885 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/AirbusDS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, andthe GIS User Community Figure 2. Aerial PhotographEast Vail Workforce Subdivision COLORADO Parcel Boundary Prepared by: Birch Ecology LLC 429 Main Street P.O. Box 170 Lyons, CO 80540 (720) 350-2530 www. birchecology.com Eagle County ^_±1:6,000 I-70 East Vail Exit Gore Creek Boundary of Wetland Delineation 6 July 5, 2022 - Page 706 of 885 7July 5, 2022 - Page 707 of 885 8 7.0 TABLES July 5, 2022 - Page 708 of 885 9 TABLE 1 Potential Waters of the U.S. Summary East Vail Workforce Housing Project Potential Waters of the U.S. Size Location Wetlands Wetland A 377 ft2 (<0.01 ac) 39.645810 -106.307616 Total Wetlands 377 ft2 Aquatic Habitats Ephemeral stream channel 68 LF 39.646449 -106.310683 Total Aquatic Habitats 68 LF July 5, 2022 - Page 709 of 885 10 TABLE 2 Vascular Plant Species List East Vail Workforce Housing Project Scientific Name Common Name Family Origin* Wetland Status** Trees Picea engelmannii Engelmann spruce Pinaceae N FAC Populus tremuloides Aspen Salicaceae N FACU Shrubs Acer glabrum Mountain maple Aceraceae N FACU Amelanchier alnifolia Serviceberry Rosaceae N FACU Artemisia tridentata var. vaseyana Mountain big sagebrush Asteraceae N NL Cercocarpus montanus Mountain mahogany Rosaceae N NL Chrysothamnus parryi Parry's rabbitbrush Asteraceae N NL Cornus sericea (C. stolonifera) Redosier dogwood Cornaceae N FACW Distegia involucrata Bush honeysuckle Caprifoliaceae N FAC Juniperus communis ssp. alpina Common juniper Cupressaceae N UPL Prunus virginiana var. melanocarpa Choke cherry Rosaceae N FACU Ribes inerme Whitestem gooseberry Grossulariaceae N FAC Rosa woodsii Woods' rose Rosaceae N FACU Salix bebbiana Bebb willow Salicaceae N FACW Salix monticola Mountain willow Salicaceae N OBL Salix scouleriana Scouler willow Salicaceae N FAC Symphoricarpos rotundifolius Snowberry Caprifoliaceae N NL Perennial Graminoids Bromus inermis Smooth brome Poaceae I UPL Carex utriculata Beaked sedge Cyperaceae N OBL Dactylis glomerata Orchard grass Poaceae I FACU Elymus trachycaulus Slender wheatgrass Poaceae N FAC Phleum pratense Timothy Poaceae I FAC Poa compressa Canada bluegrass Poaceae I FACU Perennial Forbs Achillea lanulosa Yarrow Asteraceae N FACU Aconitum columbianum Monkshood Helleboraceae N FACW Agastache urticifolia Nettleleaf giant hyssop Lamiaceae N FACU Arctostaphylos uva-ursi Kinnickinnick Ericaceae N FACU Aster foliaceus Leafy bracted aster Asteraceae N FACU Cirsium arvense Canada thistle Asteraceae I+ FAC Frasera speciosa Monument plant Gentianaceae N NL Geranium richardsonii Richardson's Geranium Geraniaceae N FAC Heracleum sphondylium ssp. montanum Cow parsnip Apiaceae N FAC Linaria vulgaris Toadflax Scrophulariaceae I+ NL July 5, 2022 - Page 710 of 885 11 TABLE 2 Vascular Plant Species List East Vail Workforce Housing Project Scientific Name Common Name Family Origin* Wetland Status** Mahonia repens Oregon grape Berberidaceae N NL Maianthemum stellatum (Smilacina stellata) Starry false Solomon seal Convallariaceae N FAC Paxistima myrsinites Mountainlover Celastraceae N FACU Pyrola rotundifolia ssp. asarifolia Roundleaf wintergreen Pyrolaceae N FACU Rudbeckia ampla (R. laciniata var. ampla) Goldenglow Asteraceae N FAC Thalictrum fendleri Fendler meadowrue Thalictraceae N FAC Vicia americana American vetch Fabaceae N FAC * Origin ** Wetland Status N = Native OBL = Obligate Wetland I = Introduced FACW = Facultative Wetland I+ = Colorado State Noxious Weed FAC = Facultative FACU = Facultative Upland UPL = Obligate Upland NO/NL = No Status in this Region July 5, 2022 - Page 711 of 885 12 8.0 PHOTOS July 5, 2022 - Page 712 of 885 13 Photo 1. View from the project site to the southeast, toward the I-70 corridor and East Vail Exit. (10/18/17). Photo 2. The steep forested hillside above the project site is dominated by aspen. (10/24/17). July 5, 2022 - Page 713 of 885 14 Photo 3. Wetland A is a seep with a shrubby overstory dominated by willows and dogwood, with beaked sedge and cow parsnip in the understory. (10/24/17). Photo 4. Wetland A is on a steep, southwestern-facing slope. (10.18/17). July 5, 2022 - Page 714 of 885 15 Photo 5. The rocky ephemeral stream channel has a bed that averages about two feet wide. (10/24/17). Photo 6. Aspen forest next to Wetland A. (10/24/17). July 5, 2022 - Page 715 of 885 16 Photo 8. Pit 3 is within Wetland A. Photo 7. Pits 2 (foreground) and 1 (background) are in a drainage swale below Wetland A. (10/24/17). July 5, 2022 - Page 716 of 885 17 9.0 REFERENCES Ackerfield, J. 2015. The Flora of Colorado. BRIT Press, Ft. Worth, Texas. 818 p. Colorado Natural Heritage Program (CNHP). 2003. Field Guide to the Wetland and Riparian Plant Associations of Colorado. Colorado Natural Heritage Program, Fort Collins, Colorado. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. La Roe. 1979. Classification of wetlands and deepwater habitats of the United States. U.S. Fish and Wildlife Service Pub. FWS/OBS- 79/31, Washington, D.C., 103 p. Culver, D.R. and J.M. Lemly. 2013. Field Guide to Colorado’s Wetland Plants: Identification, Ecology and Conservation. Colorado Natural Heritage Program, Fort Collins, Colorado. Harrington, H.D. 1964. Manual of the Plants of Colorado. The Swallow Press, Inc. Chicago, Illinois 60605. Kartesz, J.T. 1994a. A Synonymized Checklist of the Vascular Flora of the United States, Canada, and Greenland. Vol. 1 - Checklist. Second edition. Timber Press, Inc. Portland, Oregon. 622 p. Kartesz, J.T. 1994b. A Synonymized Checklist of the Vascular Flora of the United States, Canada, and Greenland. Vol. 2 - Thesaurus. Second edition. Timber Press, Inc. Portland, Oregon. 816 p. Lichvar, R.W., M. Butterwick, N.C. Melvin, and W.N. Kirchner. 2014. The National Wetland Plant List: 2014 Update of Wetland Ratings. Phytoneuron 2014-41: 1-42. NatureServe Explorer: An Online Encyclopedia of Life. http://www.natureserve.org/explorer/ U.S. Army Corps of Engineers. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region. ERDC/EC TR-10- 3. U.S. Army Engineer Research and Development Center, Vicksburg MS. U.S. Army Corps of Engineers. 1987. Wetlands Delineation Manual, Technical Report Y-87-1. U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, MS. USDA, NRCS. 2014. The PLANTS Database (http://plants.usda.gov, 28 February 2014). National Plant Data Team, Greensboro, NC 27401-4901 USA. University of Colorado Herbarium (COLO). Specimen Database of Colorado Vascular Plants. http://cumuseum.colorado.edu/Research/Botany/Databases/search.php Weber, W. A. and R. C. Whitmann. 2012. Colorado Flora: Western Slope, Fourth edition. University Press of Colorado. Boulder, Colorado. July 5, 2022 - Page 717 of 885 18 Weber, W.A. & R.C. Wittmann, 1992. Catalog of the Colorado Flora: a Biodiversity Baseline. University Press of Colorado. Niwot, Colorado. Including most recent addenda available from CU Herbarium (COLO), Boulder, Colorado. July 5, 2022 - Page 718 of 885 19 APPENDIX A. FIELD DATA FORMS July 5, 2022 - Page 719 of 885 WETLAND DETERMINATION DATA FORM -Western Mountains, Valleys, and Coast Region P'ojoous" E ~-t , iI \AJ(J( Kfarre-t{ OV5, It C;ly/C,"oty S«8 I C-S,m,l;o, D,t, I (J It. 'f ! /7 ApplicanUOwner. , V t\It \I\. ' A e ( State: (0 Sampling Point: 16, 1-t Investigator(s): ldolJ'5 9--1$ V ~V\Q;V" Section, Township, Range: Sec I z.. 15 S t2.-f(d vV Landform (hillslope, terrace, etc.): S t!\]q le-Local relie8 convex, none): Slope (%): __ _ Subregion (LRR): E Lat: Long: Datum: ___ _ Soil Map Unit Name: AI /k NWI classification: ________ _ Are climatic f hydrologic conditions on the site typical for this time of year? Yes X No __ (If no, explain in Remarks.) Are Vegetation __ , Soil __ , or Hydrology __ significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation __ , Soil __ , or Hydrology __ naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS -Attach site map showing sampling point locations, transects, important features, etc. "' Hydrophytic Vegetation Present? Yes ---No X Hydric Soil Present? Yes No ~ Is the Sampled Area NO X --- Wetland Hydrology Present? Yes No X-within a Wetland? Yes --- Remarks: 03'~ 7~I~L Wf ql'b'=. '1 ~'6 Q7,.11 VEGETATION -Use scientific names of plants. Tree Stratum (Plot size: ____ _ Absolute Dominant Indicator % Cover Species? Status 1. __________________________ _ 2. _________________________ _ 3. _________________________ _ 4. _________________________ _ I ___ = Total Cover ~~~tt;rn~\,:' ~ox 10 ) 40 2.S4~ C:f:;tAJ)\t11,' cgJtM 30 3. ill JY1.1 ~1tVs,. s v~M1.b1 i$ S· ::S',VIIIO W'I (Q'ids 1('1iQtdifo1itt) I() Y fAC() 'I OLSL ~~ 10 X 10' Cit? = Total Cover --- Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: Total Number of Dominant Species Across All Strata: Percent of Dominant Species That Are OBL, FACW, or FAC: Prevalence Index worksheet: Total % Cover of: Multiply b~{ OBL species x 1 = FACW species x2= FAC species x3= FACU species x4= UPL species x5= Column Totals: (A) (B) (AlB) 1. 40 Y FAt.. 2. ~",-,,-,-";-I,",-,"T-':"':'-'-'--";,-.LJi.P::-UL.J~c:"hL,1;-'~.JL.l.--7..tL-. . *= EN,() Prevalence Index = BfA = 3·~~~~~~~WT~~~~~~ ____ lLJ f=t\ct) ~H~Y~dr~O~p~h~~=ic~v~e9~e~t~at~io-n-l=n~d~ic-a~to=r=s:========~-~ 4.;?¥,-,---"-"'''--''-:--;''4="""""'7-~''''-''-''''''--7'-ii-'--lc"...q~----z..-... • Fk.", _ 1 . Rapid Test for Hydrophytic Vegetation (A) (B) 5 I\J FA<.". 2· Dominance Test is >50% 6. __________________________ _ 7. __________________________ _ 8. _________________________ _ 9. __________________________ _ 10. _____________________________ _ 11 . __________________ -7'<T."..--_______ _ 2' z.. = Total Cover Woody Vine Stratum (Plot size: ____ _ 1. __________________________ _ 2. __________________________ _ ___ = Total Cover % Bare Ground in Herb Stratum Remarks: US Army Corps of Engineers 3 -Prevalence Index is :53.0' _ 4 -Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) 5 -Wetland Non-Vascular Plants 1 _ Problematic Hydrophytic Vegetation1 (Explain) 11ndicators of hydric soil and wetland hydrology must be present, unless disturbed or problematiC. Hydroph~ic Vegetation Present? Yes No X · Western Mountains, Valleys, and Coast -Version 2.0 July 5, 2022 - Page 720 of 885 SOIL Sampling Point· I Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (mois1 ~ Color (moist) ~~ Loc' Texture Remarks () ... /to tovrLN, IrrD --_. --L ---------,,-17-/JJlfl?4-L l,t-U --. -. ~ ~L---------- ------------ ------------ ------------ ------------ ------------ ------------ lType: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted,) Indicators for Problematic Hydric SOils3: _ Histosol (A1) _ Sandy Redox (S5) _ 2 cm Muck (A10) _ Histic Epipedon (A2) _ Stripped Matrix (S6) _ Red Parent Material (TF2) _ Black Histic (A3) _ Loamy Mucky Mineral (F1) (except MLRA 1) _ Very Shallow Dark Surface (TF12) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) _ Other (Explain in Remarks) _ Depleted Below Dark Surface (A11) _ Depleted Matrix (F3) _ Thick Dark Surface (A 12) _ Redox Dark Surface (F6) 31ndicators of hydrophytic vegetation and _ Sandy Mucky Mineral (S1) _ Depleted Dark Surface (F7) wetland hydrology must be present, _ Sandy Gleyed Matrix (S4) _ Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type: V Depth (inches): Hydric Soil Present? Yes No Remarks: HYDROLOGY Wetland Hydrology Indicators: PrimaDllndicators (minimum of one reguired' check all that a!;!!;!I:t) SecondaDllndicators (2 or more reguired) _ Surface Water (A 1) _ Water-Stained Leaves (B9) (except _ Water-Stained Leaves (89) (MLRA 1, 2, _ High Water Table (A2) MLRA 1, 2, 4A, and 48) 4A, and 48) _ Saturation (A3) _ Salt Crust (B11) _ Drainage Pattems (B10) _ Water Marks (81) _ Aquatic Invertebrates (B13) _ Dry-Season Water Table (C2) _ Sediment DepOSits (B2) _ Hydrogen Sulfide Odor (C1) ~aturation Visible on Aerial Imagery (C9) _ Drift DepOSits (B3) _ Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (02) _ Algal Mat or Crust (B4) _ Presence of Reduced Iron (C4) _ Shallow Aquitard (03) 1 _ Iron Deposits (B5) _ Recent Iron Reduction in Tilled Soils (C6) _ FAC-Neutral Test (05) I _ Surface Soil Cracks (B6) _ Stunted or Stressed Plants (01) (LRR A) _ Raised Ant Mounds (06) (LRR A) _ Inundation Visible on Aerial Imagery (B7) _ Other (Explain in Remarks) _ Frost-Heave Hummocks (07) _ Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes __ No ~ De~;~ (inches): Water Table Present? Yes __ No __ epth (inches): Saturation Present? Yes __ No ~ Depth (inches): Wetland Hydrology Present? Yes ---No ---(includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: In h411fJiA~ l;i,tlf-.tJYi /f; f"" :s t.t. .J"'£',{.,I_._, f) • US Army Corps of Engineers Western Mountains, Valleys, and Coast -Version 2.0 July 5, 2022 - Page 721 of 885 WETLAND DETERMINATION DATA FORM - Western Mountains, Valleys, and Coast Region ::~::::~~t!l~~l-\W~~~",ICO"my BlalL "'(.C(') :::::::~:;:t '%e:ll' Investigator(s): Hous±h1i\, ;t1)v{iU/\JJ/V: Section, Townshi~Range: Sec-2..15 se&z·lA.J landform (hillslope, terrace, etc.): SIAJC{ teL local relief8 convex, none): Slope (%): __ _ Subregion (lRR): r;;, La!: long: Datum: ____ _ Soil Map Unit Name: ,Aj,b1= NWI classification: - Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No __ (If no, explain in Remarks.) __ Are Vegetation __ , Soil __ , or Hydrology __ significantly disturbed? Are "Normal Circumstances" present? Yes-X No __ Are Vegetation __ , Soil __ , or Hydrology __ naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS -Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes ---No ~ Hydric Soil Present? Yes No ~ Is the Sampled Area ).(' NO ~ --- Wetland Hydrology Present? Yes No .7< within a Wetland? Yes ------ Remarks: I I\. S\,vcdt I Suv:fac~ <:!tl-tv ,,'(f11-t -~. vv r q I q::. 0 :/lY 7?; ! () Y ~q~L0% OloSOll'V ('I)\{ I/\Q C\'y'" Jo ., .. / .. VEGETATION -Use sCientific names of plants. 1 . -'-''''F-' ........ '''''-''''--:&..!--'''-l!...=...-'-'-''-I-'L...L--'''-~'--'''''-'---- Absolute Dominant Indicator % Cover Species? Status W y y,4(,v 2. _____________ --,-____________ _ 3. __________________________ _ 4. _____________________________ _ "r'l -...L.1.J.A_~!..:""-' = Total Cover ~~~~~~~ l ,O l t+t,W IS Y l- 1.~~~~~~~~~~~~~~~--- 2.~~~~~~~~~~~~~~L+.~~~ ~*11i s -Ar ftl£w -kt+-= Total Cover W fA-v '[,0 =F [AcU t S -FM:,...-3 .. f=~~~~~~~~~~~~~?L~-L-4.~b4~~~~~~~~~~~~~---_c.~)L-_ 5.,l--I1,-"L-.l...L.-.!....><.--'---"----'-....!.L...l.-'L...l>!.=>-l~..:::....l!..-'IL_!__l_<.1L.... l t) %~ 7. __________________________ _ 8. __________________________ _ 9. __________________________ _ 10. _____________________________ _ 11. __________________ ..,.,..,., ______ _ W = Total Cover Wood~ Vine Stratum (Plot size: ____ _ 1. __________________________ _ 2. __________________________ _ ___ = Total Cover % Bare Ground in Herb Stratum Remarks: US Army Corps of Engineers 1 Dominance Test worksheet: Number of Dominant Species That Are OSl, FACW, or FAC: Total Number of Dominant Species Across All Strata: Percent of Dominant Species That Are OBl, FACW, or FAC: Prevalence Index worksheet: Total % Cover of: Multipl~ b~: OBl species x 1 = FACW species x2= FAC species x3= FACU species x4= UPl species x 5= Column Totals: (A) Prevalence Index = BfA = Hydrophytic Vegetation Indicators: _ 1 -Rapid Test for Hydrophytic Vegetation 2 -Dominance Test is >50% 3 -Prevalence Index is $3.0' (A) (B) (AlB) (B) _ 4 -Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) 5 -Wetland Non-Vascular Plants 1 _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Hydrophytic Vegetation Present? Yes No )(" Western Mountains, Valleys, and Coast -Version 2.0 July 5, 2022 - Page 722 of 885 SOIL e~,)f u. ~ I to/24iL7 Sampling Point: ,-'" Profile Description: (Describe to the depth needed to document the indicator or confirm' the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) ~~ Loc2 Texture Remarks --- D -ll~ If}vt Jl "tjJ lITO """"". -..... .,.y;!' L-------------,,,--IS lO;~/;1ifo )r,o ,~ .. r ,-.. ' ~, , <:.,~~ ------------ I, B. f l' e. 0 It,; ,!Ill: ___ ------------ --------------- --------------- --- ------------ --------------- --- ------------ 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix, Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric SoilS': --Histosol (A 1) __ Sandy Redox (S5) __ 2 cm Muck (A10) --Histic Epipedon (A2) __ Stripped Matrix (S6) __ Red Parent Material (TF2) --Black Histic (A3) __ Loamy Mucky Mineral (F1) (except MLRA 1) __ Very Shallow Dark Surface (TF12) --Hydrogen Sulfide (A4) --Loamy Gleyed Matrix (F2) __ Other (Explain in Remarks) --Depleted Below Dark Surface (A 11 ) --Depleted Matrix (F3) __ Thick Dark Surface (A 12) --Redox Dark Surface (F6) 31ndicators of hydrophytic vegetation and __ Sandy Mucky Mineral (S 1) --Depleted Dark Surface (F7) wetland hydrology must be present, __ Sandy Gleyed Matrix (S4) --Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type: J Depth (inches): Hydric Soil Present? Yes No Remarks: HYDROLOGY Wetland Hydrology Indicators: Prima[y Indicators (minimum of one reguired; check all that a!;1!;1ly) Secondary Indicators (2 or more reguired) __ Surface Water (A 1) __ Water-Stained Leaves (B9) (except __ Water-Stained Leaves (B9) (MLRA 1, 2, __ High Water Table (A2) MLRA 1, 2, 4A, and 48) 4A, and 48) __ Saturation (A3) __ Salt Crust (B 11) __ Drainage Patterns (B1 0) __ Water Marks (B1) __ Aquatic Invertebrates (B 13) __ Dry-Season Water Table (C2) __ Sediment Deposits (B2) __ Hydrogen Sulfide Odor (C1) ~uration Visible on Aerial Imagery (C9) __ Drift Deposits (B3) __ Oxidized Rhizospheres along Living Roots (C3) eomorphic Position (D2) __ Algal Mat or Crust (B4) --Presence of Reduced Iron (C4) --Shallow Aquitard (D3) 1 --Iron Deposits (B5) __ Recent Iron Reduction in Tilled Soils (C6) __ FAC-Neutral Test (D5) I __ Surface Soil Cracks (B6) __ Stunted or Stressed Plants (D 1) (LRR A) __ Raised Ant Mounds (D6) (LRR A) __ Inundation Visible on Aerial Imagery (B7) __ Other (Explain in Remarks) __ Frost-Heave Hummocks (D7) __ Sparsely Vegetated Concave Surface (B8) -' Field Observations: No /' Depth (inches): " Surface Water Present? Yes ---- Water Table Present? Yes ----No 8 ePth (inches): V Saturation Present? Yes ----No ____ Depth (inches): Wetland Hydrology Present? Yes -----No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: 1 f-- 4.~ b (.,l~ f:&-, I t l,Il ~o../M. ~ .J;.... o/A.··~~~"'f.l-<~ ~~ ./ i" US Army Corps of Engineers Western Mountains, Valleys, and Coast -Version 2.0 July 5, 2022 - Page 723 of 885 WETLAND DETERMINATION DATA FORM -Western Mountains, Valleys, and Coast Region ProJecVSlte. f.Qst )Lai) wvtt~HaJ;,~CltYfCounty: E1J3/~-.' Sampling Date: Jo/~117 ApplicanVOwner: 1/J1J v1t\e h ~ .. IOp'Ii~ State: CO Sampling Point: 10 11 .$ Invesbgator(s): HOVSf-ov\ cl,... tuS()1t~ secron, Township, Range. Sec~ Z-: TC,Se80W Landform (hliisiope, terrace, etc.): StA t(t£L. LOCr l relle~ convex, none): Slope (%): ~ Subregion (LRR): r.;;; Lat· Long : Datum: ____ _ --Soil Map Unit Name: NWI classification: ________ _ Are climatic f hydrologic conditions on the site typical for this time of year? es Y No __ (If no, explain in Remarks.) Are Vegetation __ , Soil __ , or Hydrology __ significantly dist rbed? Are "Normal Circumstances" present? Yes X' No Are Vegetation __ , Soil __ , or Hydrology __ naturally proble atic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS -Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No --- Hydric Soil Present? Yes :J.-. No Is the Sampled Area X --- Wetland Hydrology Present? Yes ~ No within a Wetland? Yes ---No ------ Remarks: te.lOVvt SPi/p iV\ StN\t~ ft S\il}(;~'L ~,{l <}Ctl()v80Co( '50';) . VEGETATION -Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: ) % Cover Sl2ecies? Status Number of Dominant Species y 1. That Are OBL, FACW, or FAC: (A) 2. Total Number of Dominant ,£j 3. Species Across All Strata: (B) 4. WJ I Percent of Dominant Species = Total Cover That Are OBL, FACW, or FAC: (NB) SaplinQ/Shrub Stratum (Plot,size: IOXIO ) ~*fAW Prevalence Index worksheet: 1.'cJlik C4'. h(Jr.1V1;~¥1CI 2. rOl(\VS ~r~~f,Ot Z fAC.tAl Total % Cover of: Multiply by: 3 ~t~J"'~~IM~!l~S fO UPk OBL species x 1 = 15 AJ I=A=0 FACW species x2= :: . ~:;a3/;'! a ('A FAC species x3= ~ = Total co~A<:U FACU species x4 = Herb Stratum (Plot size: 1('J.X I{)' ) UPL species x5= 'fi~re 2'3 y~ Column Totals: (A) (B) Z(') ±0 Prevalence Index = BfA = l{; : -_:t ~, "~! .'~~~ l roPhytic Vegetation Indicators: 9 liL ~ 1 -Rapid Test for Hydrophytic Vegetation 5. :?S. 2 -Dominance Test is >50% 6. 3 -Prevalence Index is :53.0' - 7. _ 4 -Morphological Adaptations' (Provide supporting 8. data in Remarks or on a separate sheet) 9. -5 -Wetland Non-Vascular Plants' 10. _ Problematic Hydrophytic Vegetation' (Explain) 11. 'Indicators of hydric soil and wetland hydrology must ~S = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: ) 1. Hydrophytic 2. Vegetation YesX = Total Cover Present? No -- % Bare Ground in Herb Stratum Remarks: wP qzo ~ a3l'-ni~ . \iJL~ (Oa 431) '(lGr .. US Army Corps of Engineers Western Mountains, Valleys, and Coast -Version 2.0 July 5, 2022 - Page 724 of 885 SOIL 7 Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm he absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) ~ Color (moist) ~ ~ Loc' Texture Remarks C)_o l D '/12LfP11,l ,rnJ __ ~ ___ chI cL=-:----_____ _ ~~Z.;:;:21JJ.{ If}-t> _1_'SY'_'1L_"?tf_¥ -L __ C_, _IIJ#_:~ (/dJ C_'L ____ _ ---------------- ---------------- ------------- ---------------- ---------------- lT e: C=Concentration, D=De lelion, RM=Reduced MatriX, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Linin ,M=Matrix. Hydric 80illndicators: (Applicable to all LRRs, unless otherwise noted.) _ Histosol (A1) _ Sandy Redox (S5) _ Histic Epipedon (A2) _ Stripped Matrix (S6) _ Black Histic (A3) _ Loamy Mucky Mineral (F1) (except MLRA 1) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) _ Depleted Below Dark Surface (A 11) _ Depleted Matrix (F3) _ Thick Dark Surface (A 12) _ Sandy Mucky Mineral (S1) _ Sandy Gleyed Matrix (S4) Restrictive Layer (if present): _ Redol< Dark Surface (F6) _ Depleted Dark Surface (F7) _ Redox Depressions (F8) Type: ___________ _ Depth (inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primaty Indicators (minimum of one reguired; check all that al2l2l11l Surface Water (A 1) _ Water-Stained Leaves (89) (except ~i9h Water Table (A2) MLRA 1, 2, 4A, and 48) Saturation (A3) _ Salt Crust (811) _ Water Marks (B1) _ Aquatic Invertebrates (813) _ Sediment Deposits (82) _ Hydrogen Sulfide Odor (C1) Indicators for Problematic Hydric 80ils3: _ 2 cm Muck (A10) _ Red Parent Material (TF2) _ Very Shallow Dark Surface (TF12) _ Other (Explain in Remarks) 31ndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? ves / No Secondaty Indicators (2 or more reguiredl _ Water-Stained Leaves (89) (MLRA 1,2, 4A, and 48) _ Drainage Patterns (B10) _ Dry-Season Water Table (C2) _ Saturation Visible on Aerial Imagery (C9) _ Drift DepOSits (83) _ Oxidized Rhizospheres along Living Roots (C3) _ Geomorphic Position (02) _ Algal Mat or Crust (84) _ Presence of Reduced Iron (C4) _ Shallow Aquitard (03) _ Iron Deposits (85) _ Recent Iron Reduction in Tilled Soils (C6) _ FAC-Neutral Test (D5) _ Surface Soil Cracks (86) _ Stunted or Stressed Plants (D1) (LRR A) _ Raised Ant Mounds (06) (LRR A) _ Inundation Visible on Aerial Imagery (87) _ Other (Explain in Remarks) _ Frost-Heave Hummocks (07) _ Sparsely Vegetated Concave Surface (88) Field Observations: Ves __ No t/ Depth (inches): Surface Water Present? ...-' Water Table Present? Yes 7.0 4 'Oepth (inches): ./ Ves ,/ Saturation Present? Yes __ No __ Depth (inches): II (I Wetland Hydrology Present? No ---(includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections). if available: Remarks: b eJ.'O\AJ -t1'/J1JU j 14/ tvA 1~1 (Lu,t'y .5/htdt 5J.Af ) cJw,~ US Army Corps of Engineers Western Mountains. Valleys. and Coast -Version 2.0 July 5, 2022 - Page 725 of 885 18.5080 East Vail Workforce Housing Letter 02.13.19 Corporate Office: 7108 South Alton Way, Building B • Centennial, CO 80112 Locations: Centennial • Frederick • Silverthorne • Salida/Crested Butte Phone 303-220-0300 • www.cesareinc.com February 13, 2019 Mr. Michael O’Connor Triumph Development 12 Vail Road, Suite 700 Vail, CO 81657 Subject: Geologic Hazards Analysis Report East Vail Workforce Housing Vail, Colorado Project No. 18.5080 Dear Mr. O’Connor: A geologic hazards analysis was performed by Skyline Geoscience for the subject project. The purpose of this letter is to transmit the report prepared by Skyline Geoscience. If you have any questions or comments regarding this information, please contact our office. Sincerely, CESARE, INC. William H. Koechlein, P.E. Senior Consultant WHK/ksm Attachment July 5, 2022 - Page 726 of 885 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS| PAGE 1 OF 19 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING February 12, 2019 Cesare, Inc. William Koechlein, P.E. 365 Warren Avenue, Suite #201 Silverthorne, Colorado 80497 Geologic Hazard Analysis East Vail Parcel Vail, Colorado Skyline Project No: 18105 Dear Mr. Koechlein: Skyline Geoscience (Skyline) is pleased to submit to Cesare, Inc. (Cesare) this geologic hazard analysis for the East Vail Parcel located near the I-70 East Vail Exit in the Town of Vail, Colorado. Preliminary development plans for the EVP (not for construction; dated January 30, 2019) have been issued to Triumph Development, Inc. by Alpine Engineering, Inc. (Alpine), and were used in this study. This geologic hazard analysis addresses rockfall, debris flow and the existing landslide, and the potential impacts these hazards may have on the proposed development. Skyline understands that a rockfall impact barrier is planned for the upslope edge of the EVP. This barrier will serve as both a protective barrier for rockfall and debris flows and serve as a wildlife barrier separating human activity from existing wildlife habitats. July 5, 2022 - Page 727 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 2 OF 19 Table of Contents 1.0 SCOPE OF WORK ......................................................................................................................................................... 3 2.0 SITE DESCRIPTION ....................................................................................................................................................... 3 3.0 GEOLOGIC SETTING .................................................................................................................................................... 5 3.1 REGIONAL GEOLOGY ..................................................................................................................................................... 5 3.2 SITE GEOLOGY ............................................................................................................................................................... 5 4.0 GEOLOGIC HAZARD CONSIDERATIONS ........................................................................................................................ 7 4.1 ROCKFALL ....................................................................................................................................................................... 7 4.2 DEBRIS FLOWS ............................................................................................................................................................... 8 4.3 EXISTING LANDSLIDE ..................................................................................................................................................... 9 5.0 ROCKFALL ANALYSIS.................................................................................................................................................... 9 5.1 STUDY SECTION A ........................................................................................................................................................ 11 5.2 STUDY SECTION B ........................................................................................................................................................ 12 5.3 STUDY SECTION C ........................................................................................................................................................ 13 5.4 ROCKFALL ANALYSIS RESULTS .................................................................................................................................... 14 6.0 CONCLUSIONS AND RECOMMENDATIONS ................................................................................................................ 15 6.1 ROCKFALL AND DEBRIS FLOW MITIGATION .............................................................................................................. 15 6.2 EXISTING LANDSLIDE ................................................................................................................................................... 18 7.0 LIMITATIONS ............................................................................................................................................................. 18 8.0 REFERENCES ............................................................................................................................................................. 19 List of Figures Figure 1 ......................................................................................................................................................................... Site Location Figure 2 ....................................................................................................................................................... Proposed Development Figure 3 ................................................................................................................................................................. Topographic Map Figure 4 ....................................................................................................................................................................... Geologic Map Figure 5 ....................................................................................................................................... Slope Map and Landslide Extents Figure 6 ...................................................................................................................................................................... LiDAR Imagery Figure 7 ...................................................................................................................................................................... Landslide Map Figure 8 .................................................................................................................................................................... Study Section A Figure 9..................................................................................................................................................................... Study Section B Figure 10 ................................................................................................................................................................. Study Section C Figure 11 .................................................................................................................................. Typical Sections – Rockfall Barriers July 5, 2022 - Page 728 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 3 OF 19 1.0 SCOPE OF WORK The objectives of this geologic hazard analysis are to characterize the geologic hazard conditions and the potential impact those conditions may have on the intended development of the East Vail Parcel (EVP) located in the Town of Vail, Colorado (Figure 1). This analysis is based on proposed development plans made available at the time of this study (Alpine, January 30, 2019; Figure 2). Geologic hazards addressed in this analysis include rockfall, debris flows, and the existing landslide. Analysis of other geologic hazards including, but not limited to, snow avalanches, expansive soils and bedrock, and seismicity are not included in the scope of this study. Subsurface exploration or slope stability analysis for proposed cuts, fills, structural foundations, retaining wall structures, or other site improvements are not included in the scope of this study. Based on the documents available to us and our understanding of the project, the scope of work for the geologic hazard analysis included: 1. Review of available literature and published mapping related to geologic conditions in the site area. 2. Review of applicable Town of Vail codes and requirements related to geologically sensitive areas. 3. Analysis of rockfall hazard along three study sections using the Colorado Rockfall Simulation Program (CRSP). 4. Meetings and collaboration with the EVP design team, Town of Vail, Colorado Geological Survey (CGS), and others. 5. Preparation of this report signed by a Colorado Professional Geologist summarizing findings, conclusions, and recommendations. 2.0 SITE DESCRIPTION The EVP is located on the northeast side of I-70 near the I-70 East Vail exit, in the Town of Vail, Colorado (Figure 1). The site is triangular, about 23.3 acres in size, and is currently undeveloped except for a buried utility easement traversing the west side of the site. The part of the site which will be developed is the western approximate 5.4 acres (Housing Zone District). The remaining 17.9 acres of the site will remain undeveloped and zoned Natural Area Preservation (NAP). Fall Line Drive and the I-70 Frontage Road bound the site along the southwest edge. Pitkin Creek Townhomes is located immediately southeast of the EVP and Booth Falls Mountain Homes (Booth Falls) development is located west/northwest of the site. The land to the north, northeast, northwest, and west is undeveloped, National Forest Service Land. There is a Town of Vail shuttle stop near the intersection of Fall Line Drive July 5, 2022 - Page 729 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 4 OF 19 and I-70 Frontage Road along the southwest edge of the site. Table 1 summarizes project site characteristics. Table 1. Project Site Characteristics Location: Town of Vail, Eagle County, Colorado Size: 23.3 acres total; 5.4 acres to be developed Shape: Triangular Existing Condition: Undeveloped except for a buried utility easement that crosses through the northwest part of the site. Vegetated with aspen trees, shrubs, and grasses. Incised drainages with flowing water on the west side of the site. Proposed Development: Multi-level residential buildings and surface parking on 5.4 acres zoned for Housing on the west side of the site. The other 17.9 acres will remain undeveloped and zoned NAP. A rockfall/wildlife barrier will traverse the part of the site to be developed on the upslope side. Topographic Quadrangle: Vail East Township/Range: SE ¼ of Section 2, Township 4 South, Range 80 West Latitude/Longitude: 39°38’46”N / -106°18’25”W Elevation: 8380 to about 8940 from southwest to northeast across entire site. 8380 to about 8530 from southwest to northeast corner of the part of the site to be developed. Elevation Change Across Site: About 560 feet across entire site. About 150 feet across part of site to be developed. Slope of Ground Surface: About 15 to 20 degrees down toward the south/southwest. Nearby Drainage Features: Gore Creek located about 350 to 650 feet to the south. Booth Creek located about 3,200 feet to the northwest. Pitkin Creek located immediately east of the property boundary. Surficial Geologic Units: Colluvium, landslide deposits, and glacial till. Bedrock: Minturn Formation The EVP is located in the southeast quarter of Section 2, Township 4 South, Range 80 West, with a latitude and longitude of about 39°38’46”N and -106°18’25”W, respectively. Pitkin Creek is located immediately southeast of the entire site and Booth Creek is about 3,200 feet to the northwest. Both Pitkin and Booth Creek are deeply incised and active drainages that flow to confluence with Gore Creek, located about 350 to 650 feet south/southwest of the site. The site topography slopes down to the southwest. The slope of the ground surface on the western part of the property (the part to be developed) ranges from about 0 to 20 degrees. The slope of the July 5, 2022 - Page 730 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 5 OF 19 ground surface on the remainder of the EVP is steeper and exceeds 40 degrees in some places. Elevation ranges from about 8380 feet along the southwest side to about 8940 at the upper northeast corner. Elevation ranges from about 8380 to 8530 on the western part of the site to be developed, about 150 feet of elevation change. Refer to Figures 1 through 3 for site location, proposed development and topographic maps. 3.0 GEOLOGIC SETTING 3.1 REGIONAL GEOLOGY The EVP is in the Southern Rocky Mountain physiographic province along the western flank of the Gore Range, in a region characterized by montane to subalpine settings. The Gore fault system is the western structural boundary of the Gore Range and was active during the Laramide mountain building event about 70 to 50 million years ago. The Gore Range is comprised of crystalline rock and is separated from the Front Range Mountains to the east by the Blue River Valley and the Williams Range thrust fault zone. Southwest of the Gore fault system are thick sequences of sedimentary units such as the Minturn and Maroon Formations. Sedimentary units underlie the EVP and are comprised of shale, claystone, siltstone, sandstone, conglomerate, and marine limestone. Glacial till is also mapped in the region along Gore Creek Valley and associated tributaries. 3.2 SITE GEOLOGY Based on published geologic mapping (Kellogg and others, 2003; Kellogg and others, 2011), the EVP is underlain by surficial deposits comprised of artificial fill, colluvium, landslide deposits, and glacial till (Figure 4). Bedrock underlying the EVP is Minturn Formation (middle Pennsylvanian in age; about 315 to 307 million years before present) and is generally obscured by surficial deposits except for steep cliff outcrops upslope from the site. Geologic units are described below, from youngest to oldest in age: Artificial Fill – Artificial fill (af) is present and associated with modifications to the natural condition within and adjacent to the EVP, such as the buried utility easement in the western part and construction associated with Fall Line Drive, the shuttle stop, and the retaining wall in the southeast part of the site. Colluvium – Colluvial deposits (Qc) of Holocene and upper Pleistocene age (126,000 years ago to present) blanket most of the slope in the site area. Colluvium is described as unconsolidated, non- stratified deposits covering slopes less than 50 degrees. These deposits are typically less than 30 to 45 feet thick and comprised of pebble, cobble, and boulder sized rock and fine-grained material mixed together during movement downslope. July 5, 2022 - Page 731 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 6 OF 19 Landslide Deposits – Landslide deposits (Qls) of Holocene and upper Pleistocene age (126,000 years ago to present) are mapped on the eastern part of the EVP, on the approximate 18 acres that will not be developed. These deposits vary from chaotically arranged debris that has mobilized downslope to intact blocks of sedimentary bedrock. The middle and lower members of the Minturn Formation are particularly susceptible to landsliding (Kellogg and others, 2003). Pinedale Till – Glacial till (Qtp) of upper Pleistocene, Pinedale glaciation age (about 30,000 to 12,000 years ago) is mapped in the southeast area of the EVP. Glacial till is also mapped upslope from the site, above the prominent cliff exposures. Glacial till is mapped throughout the Gore Creek Valley and commonly forms well-preserved moraines. The Pinedale Till is unsorted, unstratified, bouldery glacial till, characterized by matrix-supported, subrounded to subangular clasts of igneous, metamorphic, and sedimentary (minor) composition. This unit tends to form hummocky surface topography with common closed depressions and small ponds which have been modified by development in the Gore Creek Valley. The Pinedale Till has been mapped at variable elevations as high as 900 feet above the present elevation of Gore Creek, and may be up to about 90 feet thick in places (Kellogg and others, 2003; Kellogg and others 2011). Minturn Formation, Robinson Limestone Member – The Robinson Limestone Member of the Minturn Formation (Pmr) underlies the northeast part of the EVP. This unit also comprises the steep cliff outcrops upslope from the site. Pmr is thick-bedded, marine and dolomitic limestone, and is gray to yellow-gray, fine- to medium-grained, and locally fossiliferous. This unit can be divided into four distinct depositional sequences which are interbedded with pink-tan and light tan, cross-bedded, micaceous pebbly sandstone, gray-pink sandy siltstone, and shale. The sandstone, siltstone, and shale layers weather to rounded shapes, whereas the limestone and dolomitic layers weather to more angular forms. Based on published mapping (Kellogg and others, 2003), Pmr dips about 10 degrees south on the slope above the site. Pmr is about 360 feet thick in the project area, however, is about 660 feet thick at the type section. Minturn Formation, Individual limestone bed – This individual limestone bed of the Minturn Formation (Pmrl) is mapped within Pmr, is cliff-forming and generally greater than 15 feet thick. Pmrl is mapped on the east side of the EVP on the slopes of Pitkin Creek. Minturn Formation, Lower Member – The Lower Member of the Minturn Formation (Pml) underlies the EVP and is comprised of arkosic conglomerate, sandstone, siltstone, and shale. Pml is pink-gray, gray- brown, gray-green, and mottled maroon and gray-green. This unit is about 1,200 feet thick in the project area. July 5, 2022 - Page 732 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 7 OF 19 4.0 GEOLOGIC HAZARD CONSIDERATIONS The Town of Vail code 12-21-13 lists the maps that have been adopted as official maps of the town to identify geologically sensitive areas and guide site-specific studies. These maps show debris flow and debris avalanche hazards (Arthur I. Mears, P.E., Inc., November 1984), rockfall hazards (Schmueser and Associates, Inc., November 29, 1984), and geologic hazard areas (Lincoln DeVore Engineers, Geologists, August 16, 1982). Based on these maps, the EVP is within a rockfall hazard area and thus designated as a geologically sensitive area by the Town of Vail. The geologic hazard considerations included in this study include rockfall, debris flows, and an existing landslide (Figure 5). 4.1 ROCKFALL The EVP has been placed in a rockfall hazard area by the Town of Vail. The EVP is located directly below cliff exposures of the Robinson Limestone Member of the Minturn Formation. Potential rockfall source zones include these cliff exposures, glacial till deposits present further upslope, and other bedrock outcrops and piles of accumulated boulders on the slope above the site. The glacial till produces subrounded, granitic boulders that pose a rockfall hazard as they dislodge from the matrix and cascade downslope. The Minturn Formation tends to break from the source as irregular blocks of various sizes. The primary rockfall trigger for the bedrock is likely alternating freeze-thaw cycles. Additionally, the Minturn Formation has a combination of internal characteristics that contribute to rockfall susceptibility, including: • thin, interbedded, weak shale layers within the thicker limestone and sandstone beds • joint patterns • bedrock dip of 10 to 15 degrees out-of-the slope (toward the valley) The neighboring development to the northwest (Booth Falls) experienced historic rockfall events in 1983, 1986, 1987, and 1997, when large boulders dislodged from the Robinson Limestone Member of the Minturn Formation and damaged residences (Kellogg and others, 2003; Colorado Geological Survey, undated). The 1983 rockfall event prompted a rockfall study for the entire Town of Vail (Schmueser and Associates, 1984). The rockfall berm and catchment that was in place at the time of the 1997 rockfall event was 100% effective in containing rocks that intercepted the barrier, however, part of that rockfall mass skirted the edge of the berm and rolled downslope to damage structures in the development below. After the 1997 event, additional barriers (reinforced walls) were constructed to protect residences. Based on the Colorado Geological Survey (CGS) study conducted soon after the 1997 July 5, 2022 - Page 733 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 8 OF 19 rockfall event, the section of rock that detached from the upper cliff was about 20 x 8 x 8 feet in dimension and broke into smaller pieces as it tumbled down the slope. Two cliff exposures of the Robinson Limestone Member are present above Booth Falls, and the CGS identified the main rockfall source to be the upper cliff exposure (Figure 5). The upper cliff exposure at Booth Falls can be correlated to the main rockfall source for the EVP. The lower cliff exposure above the EVP is largely obscured by colluvial deposits and not considered a primary rockfall source. The slope below the cliff exposures at Booth Falls constitutes the acceleration and runout zones and is about 40 degrees. The slope below the rockfall source zone for the EVP is less extreme, varying from about 20 to 40 degrees. Joint spacing in the bedrock source zones may be an indicator for the potential size of rockfalls. Joints observed in the upper cliff exposure above the EVP were spaced about 10 feet apart. Other joint set orientations and spacing may exist but were not observable in the cliffside. Shale layers in the limestone and sandstone, spaced at irregular intervals, are also discontinuities along which blocks can be dislodged. Differential weathering of the shale layers also causing instability. For Booth Falls, the CGS states that: “Most rocks do not shatter, but remain as intact approximately 8 by 5 ft (2.5 by 1.5 m) limestone boulders which are capable of reaching the farthest limits of the runout zone.” The CGS indicates that larger slabs tend to break from the lower source zone above Booth Falls, with diameters of 15 to 20 feet. 4.2 DEBRIS FLOWS The EVP is not within the limits of the Town of Vail debris flow hazard zone, however, there is the potential for debris flows at the site. Review of a detailed terrain surface derived from the LiDAR (Light Detection and Ranging) and of aerial photographs of the EVP and surrounding area indicates the potential for debris flows. Incised channels with flowing water are present on the west side of the site (the part to be developed) and on the slopes above, evidence for active erosive processes. An intense, prolonged precipitation event or rapid snowmelt has the potential to trigger a fast-moving, hyper- concentrated debris flow. Modifications to the existing, natural condition may increase the debris flow susceptibility. July 5, 2022 - Page 734 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 9 OF 19 4.3 EXISTING LANDSLIDE Landslide deposits are mapped on either side of the Gore Creek Valley and are commonly associated with the middle and lower members of the Minturn Formation (the lower member underlies the EVP). Most of these landslides are considered by investigators to be ancient and inactive. One known exception is a large historic landslide about 1.5 miles to the west of the EVP which was re-activated by undercutting of the toe for construction of I-70. That landslide involved Minturn Formation bedrock units, the same which underlie the EVP. Contributing factors for landslide susceptibility in the project area includes over-steepening or undercutting of slopes by natural processes or human activities, bedding in sedimentary rocks that is oriented out-of-the slope (dip-slope), deforestation and removal of vegetative cover, elevated water content by means of intense, prolonged rainfall or rapid snowmelt, and unit contacts with vastly contrasting material properties (Kellogg and others, 2003). An existing landslide occupies the eastern approximate 18 acres of the EVP, the area to remain undeveloped (NAP). The landslide is visible in the LiDAR collected for the area, shown on Figure 5. Figure 6 shows a slope map derived from the LiDAR, with marked landslide extents. Geomorphic features of landslide movement have been obscured by heavy vegetative cover and smoothed by natural processes over time. The LiDAR imagery assisted in delineating the extents of the landslide (Figure 7), which extend further upslope than previously identified in published geologic maps (Kellogg and others, 2003). The landslide extents delineated in this report are approximate. Historical landslides are complex, and characteristics vary even within a single landslide mass, including type of slope failure (may be a combination of various mobilization mechanisms), timing of slope failure events, causative factors, direction of sliding, and others. The mechanism of sliding for this landslide may be a combination of block sliding and deep rotational processes. The detachment location for the landslide is located further upslope and beyond the boundaries of the EVP. The steep toe of the landslide is abruptly cut off by Fall Line Drive (Figure 7). The western flank of the landslide in the area of the toe is also steep and forms a recognizable break in slope on the topography map. Based on LiDAR imagery, the approximate extent of the landslide is about 1,750 feet wide by about 2,500 feet long from head scarp to Fall Line Drive. 5.0 ROCKFALL ANALYSIS Skyline modeled rockfall along three representative study sections through the part of the EVP to be developed using the Colorado Rockfall Simulation Program version 4.0 (CRSP). Figure 6 shows the locations of the study sections. CRSP estimates maximum, average, and cumulative probability statistics July 5, 2022 - Page 735 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 10 OF 19 for rockfall impact kinetic energy, bounce height and velocity at analysis points along each slope profile. The slope geometry for each study section was derived from site-specific survey and from contours developed from LiDAR data. The current condition for each study section was analyzed and the model parameters calibrated to fit site observations of slope characteristics. Analysis points were chosen upslope from the property, at the upslope property line, and at the proposed rockfall barrier locations. Results are reported for the proposed rockfall barrier locations. Rockfall behavior is generally influenced by slope geometry, material properties of the slope, and the material properties and geometry of the falling rock. Each study section was divided into sections (cells) based on slope characteristics. Cell boundaries were based on slope angle, vegetative cover, and material comprising the slope surface. Parameters that were estimated include density of limestone (source rock composition), surface roughness of the slope (SR), tangential coefficient of frictional resistance (Rt), and the normal coefficient of restitution (Rn). SR is an estimation of the amount the slope angle varies within the radius of the rock being rolled. SR is a function of the size of the rock and the irregularity of the slope surface and will have greater influence on smaller rock sizes. The SR of the slope along each study section varied based on the size of the rock being modeled. A rock size of 3 to 4 feet is common for the slope and occurs with some frequency. Due to snow cover, it was not possible to directly measure SR along each study section. The SR was estimated based on previous site visits and observations made for the initial Cesare study in May and June 2017, and on aerial photographs and LiDAR data. Rt is the component of velocity parallel to the slope, which decreases during impact. The Rt was estimated for each cell based on the typical material comprising that section of the slope, and the amount of vegetative cover. Vegetation tends to increase the frictional resistance in the direction parallel to the slope, thus decreasing the tangential coefficient. Rn accounts for the change in velocity in a direction normal to the slope during an impact – a comparison of the normal velocity of the rock before and after impact of the rock with the ground surface. Skyline referred to the CRSP program manual for reasonable ranges of Rt and Rn for different surface material types along each study section. Table 2 is a summary of the model parameters used for each study section. July 5, 2022 - Page 736 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 11 OF 19 Table 2. Summary of Rockfall Study Section Parameters Parameter Study Section A Study Section B Study Section C Length of section analyzed (ft) 1410 1460 1440 Elevation difference across section (ft) 775 770 765 Total number of cells 8 6 7 Analysis Point 1 Property Line Property Line Property Line Analysis Point 2 Rockfall Barrier Rockfall Barrier Rockfall Barrier Top starting zone (y-coordinate) 9080 9080 9080 Bottom starting zone (y-coordinate) 9040 9040 9040 Number of rocks simulated 500 500 500 Starting velocity (x) 1 ft/sec 1 ft/sec 1 ft/sec Starting velocity (y) -1 ft/sec -1 ft/sec -1 ft/sec Lithology of modeled rock Limestone Limestone Limestone Material density of modeled rock 165 lb/ft3 165 lb/ft3 165 lb/ft3 Rock shape Spherical, Discoidal Spherical, Discoidal Spherical, Discoidal Rock dimension (diameter) Varied (4, 6, 8, 10) Varied (4, 6, 8, 10) Varied (4, 6, 8, 10) The primary rockfall source zone for the EVP is located at a bedrock outcrop of the Robinson Limestone about 1,240 to 1,280 feet upslope from the property boundary at an elevation of about 9040 to 9080. Rocks deposited on the slope below this source zone are blocky, slab-shaped and primarily comprised of gray limestone interbedded with layers of sandstone, siltstone, and shale. Boulders comprised of sandstone and pebble conglomerate were also observed. A second source for rockfall is the glacial till which caps the slope above the Robinson Limestone cliff outcrop. Subrounded boulders of igneous and metamorphic composition are dislodged from the matrix of this deposit and roll downslope. The slope directly below the rockfall source zone is vegetated with aspen trees, tall shrubs, and grass. Further downslope from the source zone, the vegetation on the slope thins to aspen trees and grass. The material on the slope is soil, colluvial material that has been transported downslope, and scattered boulders and large slabs of bedrock which are slightly to deeply embedded in the soil. The slope is also incised by active drainages which were flowing water during the Cesare site visits in May 2017. 5.1 STUDY SECTION A Study Section A is located on the west side of the EVP (Figure 6). Study Section A spans a length of about 1,600 feet along the slope and an elevation range from 8380 to 9150 (Figure 8). The slope is vegetated with aspen trees, shrubs, and grass, and covered in colluvium and limestone boulders that have broken July 5, 2022 - Page 737 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 12 OF 19 from the steep cliff rockfall source zone at about elevation 8040 to 9080. Skyline understands that the intended barrier system at this location is a reinforced, rigid wall with catchment area. The distance along the slope from the rockfall source zone to the property boundary is about 1,300 feet. Table 3 lists slope profile parameters used for Study Section A. Table 3. Study Section A – Slope Profile Parameters Cell Begin (x,y) Rt Rn Approx. Slope Angle (°) Slope Surface Characteristics Slope Material Designation 1 0, 9150 0.70 0.15 35 Vegetated slope above rockfall source zone (Glacial Till) Talus/Firm Soil 2 100, 9080 0.90 0.25 80-90 Steep cliff face, rockfall source zone (Limestone, jointed) Bedrock 3 110, 9040 0.65 0.18 30-35 Vegetated slope below rockfall source zone (Colluvium) Talus/Firm Soil 4 209, 9000 0.65 0.18 40-45 Vegetated slope (Colluvium) Talus/Firm Soil 5 500, 8750 0.65 0.18 30-35 Vegetated slope (Colluvium) Talus/Firm Soil 6 645, 8650 0.65 0.16 20-30 Vegetated slope (Colluvium) Talus/Firm Soil 7 1078, 8450 0.70 0.16 15-20 Vegetated slope (Colluvium) Talus/Firm Soil 8 1310, 8376 0.90 0.60 FLAT Paved roadway (Fall Line Drive) Paving Rt: tangential coefficient; Rn: normal coefficient 5.2 STUDY SECTION B Study section B is located near the middle of the proposed development (Figure 6). Study Section B spans a length of about 1,650 feet along the slope and an elevation range from 8380 to 9150 (Figure 9). The slope is vegetated with aspen trees, shrubs, and grass, and covered in colluvium and limestone boulders that have broken from the steep cliff rockfall source zone at about elevation 8040 to 9080. Skyline understands that the intended type of barrier system at this location is an earthen berm with catchment area located upslope from the proposed buildings. The distance along the slope from the rockfall source zone to the property boundary is about 1,260 feet. Table 4 lists slope profile parameters used for Study Section B. July 5, 2022 - Page 738 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 13 OF 19 Table 4. Study Section B – Slope Profile Parameters Cell Begin (x,y) Rt Rn Approx. Slope Angle (°) Slope Surface Characteristics Slope Material Designation 1 0, 9150 0.70 0.15 35 Vegetated slope above rockfall source zone (Glacial Till) Talus/Firm Soil 2 92, 9080 0.90 0.25 80-90 Steep cliff face, rockfall source zone (Limestone, jointed) Bedrock 3 100, 9040 0.65 0.18 30-35 Vegetated slope below rockfall source zone (Colluvium) Talus/Firm Soil 4 868, 8550 0.65 0.16 20-25 Vegetated slope (Colluvium) Talus/Firm Soil 5 1150, 8430 0.65 0.15 10-15 Vegetated slope (Colluvium) Talus/Firm Soil 6 1356, 8382 0.90 0.60 FLAT Paved roadway (Fall Line Drive) Paving Rt: tangential coefficient; Rn: normal coefficient 5.3 STUDY SECTION C Study section C is located near the east side of the proposed development (Figure 6). Study Section C spans a length of about 1,630 feet along the slope and an elevation range from 8384 to 9150 (Figure 10). The slope is vegetated with aspen trees, shrubs, and grass, and covered in colluvium and limestone boulders that have broken from the steep cliff rockfall source zone at about elevation 8040 to 9080. Skyline understands that the intended type of barrier system at this location is an earthen berm with catchment area located upslope from the proposed buildings. The distance along the slope from the rockfall source zone to the property boundary is about 1,100 feet. Table 5 lists slope profile parameters used for Study Section C. Table 5. Study Section C – Slope Profile Parameters Cell Begin (x,y) Rt Rn Approx. Slope Angle (°) Slope Surface Characteristics Slope Material Designation 1 0, 9150 0.70 0.15 35 Vegetated slope above rockfall source zone (Glacial Till) Talus/Firm Soil 2 89, 9080 0.90 0.25 80-90 Steep cliff face, rockfall source zone (Limestone, jointed) Bedrock 3 96, 9040 0.75 0.18 30-40 Vegetated slope below rockfall source zone (Colluvium) Talus/Firm Soil 4 600, 8700 0.75 0.18 20-30 Vegetated slope (Colluvium) Talus/Firm Soil 5 873, 8550 0.65 0.17 15-20 Vegetated slope (Colluvium) Talus/Firm Soil 6 1140, 8450 0.65 0.15 10-15 Vegetated slope (Colluvium) Talus/Firm Soil 7 1386, 8384 0.90 0.60 FLAT Paved roadway (Fall Line Drive) Paving Rt: tangential coefficient; Rn: normal coefficient July 5, 2022 - Page 739 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 14 OF 19 5.4 ROCKFALL ANALYSIS RESULTS Based on observations of the rockfall source zone and evidence on the ground surface along the slope, Skyline considers the design rock size for this site to be 8 to 10 feet in diameter. Two analysis points were analyzed for each study section: (AP1) located at the upslope property boundary and (AP2) located at the proposed barrier. For Study Sections A and B, the barrier is located at the upslope boundary. For Study Section C, the barrier is placed about 115 feet downslope from the property boundary (Figure 2). Estimates for the maximum, 98% and 95% cumulative probability statistical results are reported for velocity, kinetic energy (KE), and bounce height. Based on the CRSP results from the three study sections (summarized in Table 6), the maximum KE at the barrier locations should be considered 2,300 kJ (1,700,000 ft-lb). The maximum bounce height should be considered 3.0 feet. A higher KE of about 3,160 kJ was estimated at AP1 for Study Section C, located at the property boundary about 115 feet upslope from where the barrier system is placed (AP2). This part of the slope along Study Section C ranges from 15 to 20 degrees and is a soil covered, vegetated slope with scattered boulders. The difference in estimated impact energies between AP1 and AP2 shows how the rockfall energy dissipates along this portion of the slope. Table 6. Rockfall Analysis Results SS AP Rock Size/Shape Rock Weight (lbs) Velocity (ft/sec) Kinetic Energy (kJ) Bounce Height (ft) max 98% 95% max 98% 95% max A 2 8’ spherical 44,234 -no rocks past AP 2 10’ spherical 86,394 24.8 22.3 20.9 1,550 1,120 1,010 1.3 2 10’x4’ discoidal 51,836 24.5 20.5 19.0 920 590 530 1.2 B 2 8’ spherical 44,234 14.2 16.2 14.7 260 290 260 0.7 2 10’ spherical 86,394 29.8 22.5 20.4 2,200 1,130 990 2.6 2 10’x4’ discoidal 51,836 24.4 19.0 17.1 930 520 450 1.8 C 2 8’ spherical 44,234 -no rocks past AP 1 10’ spherical 86,394 37.0 30.2 27.8 3,160 1,980 1,750 3.3 2 10’ spherical 86,394 31.8 23.6 21.3 2,300 1,230 1,070 2.4 2 10’x4’ discoidal 51,836 32.7 27.1 24.8 1,690 1,000 890 3.0 SS – study section; kJ – kilojoules; AP – analysis point; lbs – pounds; ft/sec – feet per second A 10-foot high barrier placed at AP2 for each study section successfully stopped all 10-foot spherical rocks in the CRSP model. A 10-foot spherical rock will have higher estimated impact energies than a discoidal rock of similar dimension. Due to overtopping conditions that may occur and due to the size of boulders visible on the ground surface within the property limits (exceeding 10 feet in longest dimension), the recommended height of the barrier is 12 feet. July 5, 2022 - Page 740 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 15 OF 19 6.0 CONCLUSIONS AND RECOMMENDATIONS This report addresses rockfall, debris flow, and existing landslide hazards for the EVP, and the potential impacts those geologic hazards have on the proposed development of the western 5.4 acres of the site. 6.1 ROCKFALL AND DEBRIS FLOW MITIGATION Rockfall and debris flow hazards can be mitigated at the site with a single barrier system. The mitigation system will reduce but not eliminate rockfall and debris flow hazards in the area of the proposed development. Considerations for each hazard will have to be incorporated into structural and civil design of the system. The system will also act as a wildlife barrier, limiting pedestrian access to the open space beyond and separating human activity from existing wildlife habitats. Skyline understands the barrier system under consideration is an earthen berm and catchment ditch. An impact barrier wall with a smaller spatial footprint is also being considered for the western part of the site where there is limited space between the property boundary and edge of development. Refer to Figure 11 for typical sections of each barrier type. Recommendations for the barrier system include: a) Height = 12 feet. b) Designed to withstand the maximum impact energy estimated = 2,300 kJ. c) The impact face of the barrier should be as vertical as possible. A 1:1 slope is assumed for the earthen berm option, although a steeper grade is preferred. A vertical face with minimal to positive batter on the upslope side is recommended for the impact barrier wall option. d) Ideal orientation of the barrier is perpendicular to the fall line of the slope. If a perpendicular orientation is not possible, a staggered wall geometry may be considered. There shall be no gaps in the barrier system and staggered sections should have appropriate angles and lengths to accommodate coverage of site development. If the angle of the barrier diverges significantly from perpendicular to the fall line of the slope, the system must be designed to accommodate for containment of rocks within the property boundaries. The orientation of the proposed barrier system is perpendicular to the fall line of the slope, except at the western end where the wall deviates about 10 to 15 degrees from the preferred orientation. It is not recommended for the barrier system to deviate more than 20 degrees from perpendicular to the fall line of the slope. July 5, 2022 - Page 741 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 16 OF 19 e) Adequate space uphill of the barrier for catchment and accumulation of rockfall, and for routine access of equipment for removal of accumulated debris. This area should be graded flat. The actual width of the catchment depends on the size of the equipment to be used to remove accumulated debris and the angle of the slope above. The use of explosives or expansion grout can be used to break up large boulders that accumulate in the catchment, creating smaller fragments that can be removed. f) The catchment area must be routinely maintained, and accumulated debris removed. Debris should not be allowed to pile up and thus diminishing the effectiveness of the catchment. g) Surface drainage within the catchment should be controlled with adequate slope of the ground surface. Based on proposed development plans available at the time of this study, the ground surface of the catchment slopes down from east to west with a grade of 2%. Water should not be allowed to accumulate or pond in the catchment. Surface drainage and erosion management related to the deeply incised drainages which were flowing water during the Cesare site visits in May and June 2017 must be considered. h) An access road to the catchment area must be designed and maintained. i) Routine inspection of the barrier system must be enforced and will assist in determining the maintenance and repair needs of the system. Inspections should be conducted on a regular basis and immediately following a rockfall or debris flow event. Other construction, maintenance and inspection recommendations may be provided by the wall manufacturer. j) Observation and inspection by a qualified engineering geologist or geotechnical engineer during construction and upon completion of the rockfall barrier system is recommended. For comparison, the CGS study completed after the 1997 rockfall event at Booth Falls and in support of the design of the additional MSE wall barriers constructed downslope from the initial rockfall earthen berm recommended a design impact energy of about 6,800 kJ (5,000,000 ft-lbs) at an AP about 30 feet upslope from existing structures. The design rock size used by the CGS was about 6 to 7 feet in diameter. CGS recommended a design height of no less than 12 feet, with a low capacity rockfall fence at the top of the wall. Photographs 1 and 2 show one part of this wall system, taken during the winter months of 2017. Although the height of the wall was not measured, it is apparent from the photographs that the wall is about 10 feet high (assuming each block is 6 inches high) with a chain link fence on top to stop smaller rocks. Photographs 3 and 4 show the earthen berm upslope from Booth Falls. The slopes of this berm are steep and between 10 to 15 feet high. The crest is narrow and about 1 foot wide. July 5, 2022 - Page 742 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 17 OF 19 Photograph 1. Existing rockfall impact barrier wall located about 50 feet upslope from existing Booth Falls residences. This system is about 10 feet high, with an additional low capacity, chain link fence at the top. (photo courtesy of Nathan Thompson, GSI) Photograph 2. Sideview of the existing rockfall impact barrier wall located upslope from Booth Falls. (Photo courtesy of Nathan Thompson, GSI) Photograph 3. Existing rockfall berm upslope from Booth Falls. Photograph was taken while standing on the crest of the berm, looking east. Interstate 70 is visible in the background. Photograph 4. Existing rockfall berm and catchment system upslope from Booth Falls, looking west. Photograph was taken while standing in the catchment area near the east end. July 5, 2022 - Page 743 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 18 OF 19 6.2 EXISTING LANDSLIDE The existing landslide exhibits geomorphic evidence of past movement. Features such as a detachment zone upslope, over-steepened toe and flank areas, and hummocky topography are visible on the ground surface and in the LiDAR imagery (Figures 5 through 7). Evidence of recent movement such as tension cracks, fresh scarp exposures, and other features were not observed. As noted by previous authors (Kellogg and others, 2003; 2011), large landslides in the Gore Creek Valley are generally ancient and inactive. Ground modifications and development around these ancient landslides will increase the potential for re-activation and re-mobilization of the landslide mass, as is the case on I-70 about 1.5 miles west of the EVP. Based on the proposed development plan made available to Skyline at the time of this report, development and planned structures are limited to 5.4 acres on the west side of the EVP. Planned development extends up to the limits of the steep western flank of the landslide extents as delineated from LiDAR imagery and surface topography. Skyline recommends avoiding development within or near the mapped extents of the landslide. Site improvements and regrading near the toe of the landslide may re-activate slope movement and should be avoided. Landslide extents have not been verified with subsurface exploration and the geomorphic expression of the landslide has been smoothed with time and erosive processes. Thus, the landslide extents presented in this report are approximate. Skyline recommends implementing a slope monitoring program during construction or grading activities near the landslide. If development within the extents of the landslide is planned, additional geological and geotechnical analysis should be performed to further characterize the landslide and the potential impact the proposed development would have on slope stability. 7.0 LIMITATIONS The purpose of this report is to provide a geologic hazard analysis as it relates to rockfall, debris flows, and the existing landslide for the development of the western 5.4 acres of the East Vail Parcel located in Vail, Colorado. The professional judgments and conclusions presented in this report meet the standard of care for our profession. This geologic hazard analysis is based on review of available literature and published geologic and topographic maps, an understanding of geologic conditions and processes in the project area, and experience with similar conditions. Variations in geologic conditions can and do occur. Subsurface exploration was not included in the scope of this study and snow cover prevented field verification of ground surface conditions along study sections. There is a potential for variations in the geologic conditions presented in this report. These variations, if present, may be enough to necessitate modifications to this report. If unexpected, adverse, or differing conditions are July 5, 2022 - Page 744 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING 18105 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS | PAGE 19 OF 19 encountered during geotechnical investigations or construction, Skyline should be notified for additional review and potential modification to the conclusions and recommendations herein. 8.0 REFERENCES Arthur I. Mears, P.E., Inc., 1984, Debris Flow and Debris Avalanche Hazard Analysis, prepared for the Town of Vail. Cesare, Inc., June 2017, Rockfall Hazard Study, East Vail Parcel, Vail, Colorado, prepared for Vail Resorts Development Company. Colorado Geological Survey, Rockfall Hazard Assessment at Booth Falls Condominiums, and Proposed Mitigation, prepared for the Town of Vail, Colorado, undated. Kellogg, K.S., Bryant, B., Redsteer, M.H., 2003, Geologic Map of the Vail East Quadrangle, Eagle County, Colorado: U.S. Geological Survey Miscellaneous Field Studies Map MF-2375, version 1.1. Kellogg, K.S., Shroba, R.R., Premo, W.R., Bryant, B., 2011, Geologic Map of the Eastern Half of Vail 30’ x 60’ Quadrangle, Eagle, Summit, and Grand Counties, Colorado: U.S. Geological Survey Scientific Investigations Map 3170. Schmueser and Associates, Inc., 1984, Rockfall Study – Town of Vail, prepared for Stan Berryman, Public Works Director, Town of Vail. Lincoln DeVore Engineers, Geologists, August 16, 1982, Geologic Hazards Investigation and Subdivision Evaluation, Highland Park Subdivision, Highland Meadows Subdivisions, and Vail Village West, Filings 1 and 2, West Vail, Colorado. Thank you for the opportunity to provide this geologic hazard analysis for the East Vail Parcel, Town of Vail, Colorado. Please contact Skyline if you have any questions or comments regarding the information provided in this report. Sincerely, SKYLINE GEOSCIENCE Golden, Colorado www.skylinegeoscience.com Report Prepared By: Julia M. Frazier, P.G. | Owner July 5, 2022 - Page 745 of 885 Rockfall Source ZoneRockfall Source ZoneRockfall Source ZoneBooth Falls Rockfall BarrierEast Vail Parcel Site BoundaryI-70GoreCreekFIGURE 1Site LocationSKYLINE GEOSCIENCEProject No: 18105Project Name: East Vail ParcelDate: 01.25.2019GEOLOGICAL CONSULTINGBasemap: Google Earth05001000APPROXIMATE SCALE IN FEETEast Vail Workforce Housing Parcel (+/- 23.3 acres)Area to be developed (+/- 5.4 acres)July 5, 2022 - Page 746 of 885 FIGURE 2Proposed DevelopmentSKYLINE GEOSCIENCEProject No: 18105Project Name: East Vail ParcelDate: 01.30.2019GEOLOGICAL CONSULTINGMap Source: Alpine Engineering (January 30, 2019)0120240APPROXIMATE SCALE IN FEETJuly 5, 2022 - Page 747 of 885 FIGURE 3Topographic MapSKYLINE GEOSCIENCEProject No: 18105Project Name: East Vail ParcelDate: 01.25.2019GEOLOGICAL CONSULTING010002000APPROXIMATE SCALE IN FEETBasemap: Vail East Topographic Quadrangle (USGS)East Vail Workforce Housing Parcel (+/- 23.3 acres)Area to be developed (+/- 5.4 acres)July 5, 2022 - Page 748 of 885 FIGURE 4Geologic MapProject No: 18105Project Name: East Vail ParcelDate: 01.25.2019SKYLINE GEOSCIENCEGEOLOGICAL CONSULTINGEast Vail Workforce Housing Parcel (+/- 23.3 acres)Map Source: Kellogg and others, 2003July 5, 2022 - Page 749 of 885 Rockfall Source Zone(Robinson Limestone, Minturn Formation)Rockfall Source Zone(Robinson Limestone, Minturn Formation)Rockfall Source Zone(Lower Member, Minturn Formation)Deeply Incised Drainage Channels(potential debris flow)ApproximateLandslideExtentsGoreCreekI-70Pitki n C r e e kPitkinCreekTownhomesFall Line DriveBoothCreekMountainHomesEast Vail ParcelPropertyBoundaryFIGURE 5LiDAR ImageryProject No: 18105Project Name: East Vail ParcelDate: 01.25.2019SKYLINE GEOSCIENCEGEOLOGICAL CONSULTINGLiDAR Bare Earth Surfaceside viewLiDAR First Returnsshowing vegetative cover010002000APPROXIMATE SCALE IN FEETLiDAR Bare Earth Surface06001200APPROXIMATE SCALE IN FEETJuly 5, 2022 - Page 750 of 885 ABCFIGURE 6Slope Map and Landslide ExtentsSKYLINE GEOSCIENCEProject No: 18105Project Name: East Vail ParcelDate: 01.25.2019GEOLOGICAL CONSULTING06001200APPROXIMATE SCALE IN FEETBasemap: Topography and slope gradient derived from LiDAR.Slope Gradient Scale:AStudy SectionsEast Vail Workforce Housing ParcelApproximate Landslide ExtentsJuly 5, 2022 - Page 751 of 885 GoreCreekPitki n C r e e kFall Line Drive123454Pitkin CreekTownhomesFIGURE 7Landslide MapSKYLINE GEOSCIENCEProject No: 18105Project Name: East Vail ParcelDate: 01.31.2019GEOLOGICAL CONSULTING05001000APPROXIMATE SCALE IN FEETBasemap: LiDAR ground surface.Approximate Landslide ExtentsEast Vail Workforce Housing Parcel - part to be developed (+/- 5.4 acres)Approximate Extents, published landslide deposit (Kellogg and others, 2003)Area 1 - landslide headscarp, down-dropped, detachment area.Area 2 - down-dropped area with irregular topography.Area 3 - dislocated, semi-intact block that has moved downslopefrom the point of origin, hummocky and uneventopography.Area 4 - landslide flank, over-steepened slope.Area 5 - landslide toe, over-steepened slope.July 5, 2022 - Page 752 of 885 Buried utility easementProperty LineELEV 8398Fall Line DriveSteep cliff faceMinturn Formation, Robinson Limestone MemberRockfall source zone42°28°21°43°34°16°Cell 12Cell 3Cell 4Cell 5Cell 6Cell 7Cell 810020030040050060070080090010001100120013001400150033°25°9100905090008950890088508800875087008650860085508500845084008350Slope Angle = 40-45Slope Angle = 30-35Slope Angle = 20-30Slope Angle = 15-20ABCFIGURE 8Study Section AProject No: 18105Project Name: East Vail ParcelDate: 01.25.20190100200APPROXIMATE SCALE IN FEETSKYLINE GEOSCIENCEGEOLOGICAL CONSULTINGJuly 5, 2022 - Page 753 of 885 1002003004005006007008009001000110012001300140015009100905090008950890088508800875087008650860085508500845084008350Buried utility easementProperty LineELEV 8421Fall Line DriveCell 1234°32°33°25°22°14°30°Cell 4Cell 5Cell 6Cell 3Slope Angle = 30-35Slope Angle = 20-25Slope Angle = 10-15Steep cliff faceMinturn Formation, Robinson Limestone MemberRockfall source zoneABCFIGURE 9Study Section BProject No: 18105Project Name: East Vail ParcelDate: 01.25.20190100200APPROXIMATE SCALE IN FEETSKYLINE GEOSCIENCEGEOLOGICAL CONSULTINGJuly 5, 2022 - Page 754 of 885 1002003004005006007008009001000110012001300140015009100905090008950890088508800875087008650860085508500845084008350Property LineELEV 8484Fall Line DriveCell 12Cell 328°30°32°38°34°19°Cell 4Cell 5Cell 6Cell 714°Slope Angle = 10-15Slope Angle = 15-20Slope Angle = 20-30Slope Angle = 30-40Steep cliff faceMinturn Formation, Robinson Limestone MemberRockfall source zoneABCSKYLINE GEOSCIENCEGEOLOGICAL CONSULTINGFIGURE 10Study Section CProject No: 18105Project Name: East Vail ParcelDate: 01.25.20190100200APPROXIMATE SCALE IN FEETJuly 5, 2022 - Page 755 of 885 12.012.06.0Access andaccumulation areaRockfall wallExisting ground surface15.012.03.06.040.0Access andaccumulation areaEarthen bermapproximate 1:1 slopeExisting ground surfaceFIGURE 11Typical Sections - Rockfall BarriersSKYLINE GEOSCIENCEProject No: 18105Project Name: East Vail ParcelDate: 01.25.2019GEOLOGICAL CONSULTING01020APPROXIMATE SCALE IN FEETA. Earthen BermB. Structural WallJuly 5, 2022 - Page 756 of 885 EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS – REVIEW OF UPDATED SITE PLAN | Page 1 of 2 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING Memorandum Subject: East Vail Parcel Geologic Hazard Analysis – Review of Updated Site Plan Date: May 24, 2019 To: Michael O’Connor, Triumph Development From: Julia Frazier, Skyline Geoscience Skyline Geoscience (Skyline) has reviewed the Grading and Drainage Plan (Plan) by Alpine Engineering, Inc. (Alpine) dated May 17, 2019. This Plan is an update from the Preliminary Grading Plan by Alpine dated January 25, 2019. The Plan shows a 12-foot high earthen rockfall barrier with a 1V:1H slope on either side of the crest, spanning a length of about 620 feet and located upslope from the proposed structures (Figure 1). The location of the berm on the east end of its length has been relocated upslope about 85 to 95 feet from the location previously analyzed for the Geologic Hazard Analysis (original report; February 12, 2019). The Plan also shows changes in the number and location of residential structures, and site grading and drainage. The Colorado Rockfall Simulation Program (CRSP) analysis for Study Section C has been updated to reflect the relocation of the barrier. Moving the barrier upslope is moving it closer to the rockfall source. The analysis point (AP) is associated with the location of the crest of the proposed barrier. Slope profile parameters were not changed from those stated in the original report. Study Section C was analyzed: 1) in the natural, current condition without a barrier, and 2) with the barrier placed at the location shown on the Plan. The results for the natural condition analysis are reported in Table 1. The maximum estimated values and the 95% and 98% statistical cumulative probability values are reported for velocity, impact energy, and bounce height. Table 1. Rockfall Analysis Results Study Section C Rock Size/Shape Rock Weight (lbs) Velocity (ft/sec) Kinetic Energy (kJ) Bounce Height (ft) max 98% 95% max 98% 95% max 8’ spherical 44,234 25.3 21.7 19.7 730 500 450 1.7 10’ spherical 86,394 36.8 28.3 25.7 3,000 1,700 1,500 3.5 10’x4’ discoidal 51,836 37.1 26.4 24.1 2,100 980 860 3.2 SS = study section; kJ = kilojoules; AP = analysis point; lbs = pounds; ft/sec = feet per second July 5, 2022 - Page 757 of 885 SKYLINE GEOSCIENCE GEOLOGICAL CONSULTING EAST VAIL PARCEL GEOLOGIC HAZARD ANALYSIS – REVIEW OF UPDATED SITE PLAN | Page 2 of 2 A 10-foot high barrier placed at the location shown on the Plan for Study Section C stopped all 10-foot spherical rocks in the CRSP model. Due to overtopping conditions that may occur and due to the size of boulders observed on the ground surface within the property limits, the recommended height of the rockfall barrier is 12 feet (as shown on Figure 1). Based on the results of the CRSP analysis for a spherical, 10-foot diameter limestone rock, the barrier should be designed and constructed to withstand the maximum estimated impact energy of 3,000 kJ (about 2,200,000 ft-lbs), velocity of 36.8 ft/sec, and bounce height of 3.5 ft. These values have increased from those reported in the original report for Study Section C at the location of the proposed berm. Refer to the original report for other recommendations related to rockfall berm system and catchment area construction, maintenance and access. Skyline and Cesare, Inc. (Cesare) should be contacted for additional consultation and review if other rockfall barrier systems are considered or if changes are made to the Plan after the date of this memorandum. Slope stability was not included in the scope of this study. Skyline understands that a geotechnical investigation by Cesare is planned for the summer of 2019 and that slope stability and other geotechnical considerations will be addressed at that time by that firm. Thank you for the opportunity to provide this review and update to the geologic hazard analysis for the East Vail Parcel, Town of Vail, Colorado. Please contact Skyline if you have any questions or comments regarding the information provided in this memorandum. Sincerely, SKYLINE GEOSCIENCE Golden, Colorado www.skylinegeoscience.com Prepared By: Julia M. Frazier, P.G. | Owner July 5, 2022 - Page 758 of 885 Study S e c t i o n C(Note: Study Section C extends upslope to therockfall source area)Crest of Rockfall BermFIGURE 1Proposed DevelopmentSKYLINE GEOSCIENCEProject No: 18105Project Name: East Vail ParcelDate: 05.23.2019GEOLOGICAL CONSULTINGMap Source: Alpine Engineering (May 17, 2019)0120240APPROXIMATE SCALE IN FEETJuly 5, 2022 - Page 759 of 885 Transportation Impact Study for Triumph Development’s East Vail Residential February 14, 2019 Revised May 21, 0219 PREPARED FOR: Triumph Development Attn. Michael O’Connor 12 Vail Road, Suite 700 Vail, CO 81657 PREPARED BY: McDowell Engineering, LLC PO Box 4259 Eagle, CO 81631 970.623.0788 Contact: Kari J. McDowell Schroeder, PE, PTOE Project Number: 1379 July 5, 2022 - Page 760 of 885 East Vail Residential Revised May 21, 2019 Page 2 Statement of Engineering Qualifications Kari J. McDowell Schroeder, PE, PTOE is a Transportation and Traffic Engineer for McDowell Engineering, LLC. Ms. McDowell Schroeder has over twenty‐two years of extensive traffic and transportation engineering experience. She has completed numerous transportation studies and roadway design projects throughout the State of Colorado. Ms. McDowell Schroeder is a licensed Professional Engineer in the State of Colorado and has her certification as a Professional Traffic Operations Engineer from the Institute of Transportation Engineers. July 5, 2022 - Page 761 of 885 East Vail Residential Revised May 21, 2019 Page 3 Transportation Impact Study for East Vail Residential Table of Contents 1.0 PROJECT DESCRIPTION ............................................................................................................................ 5 2.0 EXISTING CONDITIONS ............................................................................................................................ 7 2.1 DESCRIPTION OF EXISTING TRANSPORTATION SYSTEM ................................................................................................ 7 2.2 TRAFFIC DATA COLLECTION .................................................................................................................................. 7 3.0 FUTURE TRAFFIC PROJECTIONS ............................................................................................................... 9 3.1 EXISTING & COMMITTED CAPITAL IMPROVEMENT PROJECTS ....................................................................................... 9 3.2 PLANNED OR EXISTING LAND DEVELOPMENT PROJECTS .............................................................................................. 9 3.3 SEASONAL ADJUSTMENT FACTOR ........................................................................................................................... 9 3.4 BACKGROUND TRAFFIC GROWTH ........................................................................................................................... 9 3.5 BACKGROUND TRAFFIC FORECASTS ........................................................................................................................ 9 4.0 PROJECT TRAFFIC ................................................................................................................................... 12 4.1 EXISTING SITE TRAFFIC ....................................................................................................................................... 12 4.2 PROPOSED LAND USE ........................................................................................................................................ 12 4.3 TRIP GENERATION ANALYSIS ............................................................................................................................... 12 4.4 MULTIMODAL REDUCTION ................................................................................................................................. 12 4.5 SITE‐GENERATED TRAFFIC .................................................................................................................................. 12 4.6 SITE‐GENERATED DIRECTIONAL DISTRIBUTION ........................................................................................................ 14 4.7 SITE‐GENERATED TRAFFIC ASSIGNMENT ................................................................................................................ 14 4.8 TOTAL TRAFFIC ................................................................................................................................................. 14 5.0 TRANSPORTATION IMPACT ANALYSIS .................................................................................................... 19 5.1 SITE DESIGN AND TRAFFIC CIRCULATION EVALUATION ............................................................................................. 19 5.2 MULTI MODAL CONNECTIVITY ............................................................................................................................ 19 5.3 AUXILIARY TURN LANE REQUIREMENTS ................................................................................................................. 19 5.4 SENSITIVITY ANALYSIS ........................................................................................................................................ 20 5.5 SITE ACCESS SIGHT DISTANCE.............................................................................................................................. 2 0 5.6 STATE HIGHWAY ACCESS PERMIT ......................................................................................................................... 20 6.0 RECOMMENDATIONS AND CONCLUSIONS .............................................................................................. 2 1 7.0 APPENDIX .............................................................................................................................................. 22 July 5, 2022 - Page 762 of 885 East Vail Residential Revised May 21, 2019 Page 4 Tables and Figures FIGURE 1: VICINITY MAP .................................................................................................................................... 5 FIGURE 2: CONCEPTUAL SITE PLAN ..................................................................................................................... 6 FIGURE 3: YEAR 2017 EXISTING TRAFFIC VOLUMES ............................................................................................. 8 FIGURE 4: YEAR 2019 BACKGROUND TRAFFIC VOLUMES .................................................................................... 10 FIGURE 5: YEAR 2040 BACKGROUND TRAFFIC VOLUMES .................................................................................... 11 TABLE 1: PROJECT TRIP GENERATION ................................................................................................................ 13 TABLE 2: PROPOSED EAST VAIL RESIDENTIAL TRIP GENERATION ANALYSIS ........................................................ 13 FIGURE 6: PROJECT‐GENERATED DIRECTIONAL DISTRIBUTION ........................................................................... 15 FIGURE 7: PROJECT‐GENERATED TRAFFIC ASSIGNMENT ..................................................................................... 16 FIGURE 8: YEAR 2019 TOTAL TRAFFIC ................................................................................................................ 17 FIGURE 9: YEAR 2040 TOTAL TRAFFIC ................................................................................................................ 18 TABLE 3: AUXILIARY TURN LANE REQUIREMENTS .............................................................................................. 20 July 5, 2022 - Page 763 of 885 East Vail Residential Revised May 21, 2019 Page 5 1.0 Project Description The East Vail Residential project is proposing a new residential apartment complex. The development will provide both market rate housing and affordable housing to the local workforce. The purpose of this CDOT Level 2 study is to forecast and analyze the impacts of the site’s additional traffic volumes on the surrounding roadway network. This traffic analysis was scoped with both the Town of Vail and CDOT prior to completion. The proposed site is located north and west of the existing I‐70 and East Vail interchange. The site is proposing to take access directly from the north I‐70 Frontage Road. The project location is shown in Figure 1. A conceptual site plan is shown in Figure 2. Figure 1: Vicinity Map July 5, 2022 - Page 764 of 885 Figure 2: Conceptual Site PlanJuly 5, 2022 - Page 765 of 885 East Vail Residential Revised May 21, 2019 Page 7 2.0 Existing Conditions 2.1 Description of Existing Transportation System North I‐70 Frontage Road: The North I‐70 Frontage Road is a two‐lane, paved roadway that parallels the north side of I‐70. This Frontage Road connects East Vail to Main Vail and West Vail, sometimes crossing under I‐70 as a South Frontage Road. In the vicinity of the site, the North I‐70 Frontage Road has a posted speed limit of 25mph eastbound and 45mph westbound. Big Horn Road: Big Horn Road is a paved, two‐lane road that connects the residential homes in East Vail to the East Vail I‐70 interchange. The posted speed limit on Big Horn Road is 40mph. 2.2 Traffic Data Collection Existing Traffic Volumes: Existing turning movement counts were collected by McDowell Engineering. Traffic data was collected on Saturday, December 30, 2017 per direction of the Town of Vail Engineer. Turning movement counts were collected from 7:00 – 9:00am and 4:00 – 6:00pm. This count date and time are considered a seasonal peak for the Town of Vail. The resulting Year 2017 traffic volumes for the weekday morning peak hour and weekday afternoon peak hour are shown in Figure 3. The raw traffic data is also included in the Appendix. July 5, 2022 - Page 766 of 885 N Project Number:M1379 Prepared by:KJS East Vail Residential Vail, CO Figure 3: Year 2017 Existing Traffic May 21, 2019 1 53 / 128 0 / 0 0 / 0 0 / 00 / 071 / 92 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 51 / 128 2 / 0 0 / 0 3 / 5 0 / 0 0 / 00 / 00 / 069 / 910 / 02 / 82 / 1 3 0 / 0 0 / 0 0 / 0 11 / 65 5 / 26 5 / 1549 / 1180 / 0139 / 12566 / 740 / 00 / 1 4 56 / 146 1 / 2 7 / 18 0 / 0 0 / 0 0 / 046 / 14512 / 380 / 0198 / 18135 / 280 / 0 1 2 3 July 5, 2022 - Page 767 of 885 East Vail Residential Revised May 21, 2019 Page 9 3.0 Future Traffic Projections 3.1 Existing & Committed Capital Improvement Projects There are no existing or committed capital improvement projects that will impact this analysis. 3.2 Planned or Existing Land Development Projects There are no planned or existing land development projects in the immediate vicinity. 3.3 Seasonal Adjustment Factor The data collection date and times are considered a seasonal peak for the Town of Vail. Therefore, no seasonal adjustment factor is required for this analysis. 3.4 Background Traffic Growth Long‐term background growth was based upon the Town of Vail’s historic 1.5% annual growth rate. This is consistent with the Town’s latest Vail Master Plan forecast methods. 3.5 Background Traffic Forecasts The resulting peak hour forecasted Year 2019 and forecasted Year 2040 background traffic volumes can be seen in Figure 4 and Figure 5, respectively. July 5, 2022 - Page 768 of 885 N Project Number: M1379 Prepared by: KJS East Vail Residential Vail, CO Figure 4: Year 2019 Background Traffic May 21, 2019 1 55 / 132 0 / 0 0 / 0 0 / 00 / 073 / 95 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 53 / 132 2 / 0 0 / 0 3 / 5 0 / 0 0 / 00 / 00 / 071 / 940 / 02 / 82 / 1 3 0 / 0 0 / 0 0 / 0 11 / 67 5 / 27 5 / 1550 / 1220 / 0143 / 12968 / 760 / 00 / 1 4 58 / 150 1 / 2 7 / 19 0 / 0 0 / 0 0 / 047 / 14912 / 390 / 0204 / 18636 / 290 / 0 1 2 3 July 5, 2022 - Page 769 of 885 N Project Number: M1379 Prepared by: KJS East Vail Residential Vail, CO Figure 5: Year 2040 Background Traffic May 21, 2019 1 75 / 180 0 / 0 0 / 0 0 / 00 / 0100 / 130 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 72 / 180 3 / 0 0 / 0 4 / 7 0 / 0 0 / 00 / 00 / 097 / 1290 / 03 / 113 / 1 3 0 / 0 0 / 0 0 / 0 15 / 92 7 / 37 7 / 2168 / 1670 / 0195 / 17693 / 1040 / 00 / 1 4 79 / 205 1 / 2 10 / 26 0 / 0 0 / 0 0 / 064 / 20416 / 530 / 0279 / 25449 / 400 / 0 1 2 3 July 5, 2022 - Page 770 of 885 East Vail Residential Revised May 21, 2019 Page 12 4.0 Project Traffic 4.1 Existing Site Traffic The project site is currently vacant and is not producing any significant traffic. 4.2 Proposed Land Use The proposed development will include up to 73 dwelling units. This includes 31 market rate townhomes and 42 affordable housing apartments. The proposed townhomes will serve a mix of local residents and second homeowners. The apartment units are intended to be affordable for Vail’s ski resort and hospitality employees. 4.3 Trip Generation Analysis These dwelling units fall under two separate land use definitions. The market rate townhomes are included in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual a land use #221 Multifamily Dwelling Unit. This land use applies whether the units are occupied as primary dwelling units or as second homes. ITE’s trip generation rates were utilized for this analysis. The Lions Ridge and Timber Ridge Apartments in Vail have similar characteristics to the proposed affordable housing apartments. They primarily serve work force housing, have similar amenities, and have direct access to Vail’s transit system. The site is located within walking and bus proximity to recreation and amenities. Both CDOT and the Town agreed that the trip generation data from the Lions Ridge and Timber Ridge accesses could be applied to the anticipated trip generation calculations for this development. 4.4 Multimodal Reduction A 10% multimodal trip reduction was used when calculating the total number of vehicular trips from the market rate townhomes. This reduction was used to accommodate the projected number of transit trips from the site’s bus stop to the resort and local businesses. The multimodal reduction for the affordable apartments was intrinsically included in the Lions Ridge and Timber Ridge Apartments observations. Many residents were observed using the adjacent transit stop. 4.5 Site‐Generated Traffic The buildout of the site is expected to generate a total of 290 external vehicle trips over the course of an average weekday, including 17 trips during the morning peak hour and 24 trips during the afternoon/evening peak hour. Refer to Table 1 and Table 2 for trip generation calculations and further breakdown of these trips. July 5, 2022 - Page 771 of 885 Table 1: Existing Timber Ridge and Lions Ridge Trip Generation Analysis Vail, Colorado Estimated Site‐Generated Traffic1 ITE Code Avg. Weekd ay AM Peak Hour PM Peak Hour Trips (VPD) % Trips Trips % Trips Trips % Trips Trips % Trips Trips Existing Timber Ridge and Lions Ridge Apartments 210 DU 3.29 0.21 0.33 690 32% 14 68% 30 54% 37 46% 32 690 14 30 37 32 Table 2: Proposed East Vail Residential Trip Generation Analysis Vail, Colorado Estimated Site‐Generated Traffic1 ITE Code Avg. Weekd ay AM Peak Hour PM Peak Hour Trips (VPD) % Trips Trips % Trips Trips % Trips Trips % Trips Trips 42 DU 3.29 0.21 0.33 138 32% 3 68% 6 54% 7 46% 6 Subtotal 138 3 6 7 6 31 DU 5.44 0.32 0.41 169 27% 3 73% 7 60% 8 40% 5 Multimodal Reduction ‐10% ‐17 0 ‐1 ‐1 ‐1 Subtotal 152 3 6 7 4 Anticipated Trip Generation 290 5 12 14 10 Notes: 1 Values obtained from field counts at the Timber Ridge and Lions Ridge Apartment Accesses during ski season on December 1, 2018. 2 kSF = 1,000 Square Feet; DU = Dwelling Units 4 Values obtained from Trip Generation, 10th Edition, Institute of Transportation Engineers, 2017. Proposed East Vail Townhomess ‐ Second Homes4 (ITE Land Use 221) Units 2 Observed Trip Generation 3 Assumes a dhv of 10% of ADT. 5 Multimodal reductions are intrinsically included in the Timbar Ridge and Lions Ridge trip generation rates. Trip Generation Rates1 Average Weekday3 Morning Peak Hour Evening Peak Hour Units 2 Inbound Outbound Inbound OutboundTrip Generation Rates1 Average Weekday3 Morning Peak Hour Evening Peak Hour Proposed East Vail Apartments ‐ Workforce Housing1,5 Inbound Outbound Inbound Outbound PROJECT NUMBER: PREPARED BY: DATE: REVISED: M1379 KJS 2019‐05‐21 July 5, 2022 - Page 772 of 885 East Vail Residential Revised May 21, 2019 Page 14 4.6 Site‐Generated Directional Distribution The directional distribution of site‐generated traffic on adjacent roadways is influenced by several factors, including the following: The location of the site relative to other facilities and the roadway network, The configuration of the existing and proposed adjacent roadway network, Relative location of neighboring population centers. Within the Town of Vail, it is often easier for residents and employees to take local transit than to drive a personal vehicle and find parking. Google Maps driving directions were used to compare travel times between the site and the closest grocery store, post office, Vail Village, etc. This analysis supported the following project‐generated directional distribution: Eighty percent (80%) of site‐generated traffic will originate to/from the I‐70 interchange. Of this traffic, sixty percent (60%) was assumed to originate from the west. Twenty percent (20%) was assumed to come from the east on I‐70. Twenty percent (20%) of site‐generated traffic will originate to/from the west on the North I‐70 Frontage Road. Figure shows the project generated directional distribution. Per CDOT’s request a sensitivity analysis of alternate distribution assumptions were also reviewed assuming a 30%/70% split and 10%/90% split. Refer to Section 5.4. 4.7 Site‐Generated Traffic Assignment When the trip generation expected for this site is applied to the estimated trip distribution, the result is the anticipated assignment of trips on the roadway system. Figure depicts the traffic assignment. 4.8 Total Traffic For the short term forecasted Year 2019, the background traffic (Figure 4) added to the site‐generated traffic (Figure 7) yields the total Year 2019 traffic in Figure . Similarly, for Year 2040, background traffic (Error! Reference source not found.) is added to the site‐generated traffic (Figure ) to yield the total Year 2040 traffic in Figure . July 5, 2022 - Page 773 of 885 N Project Number:M1379 Prepared by:KJS East Vail Residential Vail, CO Figure 6: Site‐Generated Directional Distribution May 21, 2019 1 20% (0%) 80% (0%)0% (20%)0% (80%)LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements Intersections: 1. Cooley Mesa Road / Site Access 2. Cooley Mesa Road / Spring Creek Road / Eldon Wilson Road (West Airport Access) 3. Cooley Mesa Road / Buckhorn Valley Blvd. / Eldon Wilson Road (East Airport Access) 2 0% (80%)80% (0%)3 20% (0%)0% (60%)0% (20%)60% (0%)4 60% (0%)0% (20%)1 2 3 July 5, 2022 - Page 774 of 885 N Project Number: M1379 Prepared by: KJS East Vail Residential Vail, CO Figure 7: Site‐Generated Traffic Assignment May 21, 2019 1 0 / 0 1 / 3 4 / 12 3 / 211 / 90 / 0 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 11 / 9 0 / 0 0 / 0 0 / 0 0 / 0 0 / 00 / 00 / 04 / 120 / 00 / 00 / 0 3 0 / 0 0 / 0 0 / 0 0 / 0 1 / 3 8 / 73 / 20 / 00 / 03 / 90 / 00 / 0 4 0 / 0 0 / 0 3 / 9 0 / 0 0 / 0 0 / 00 / 03 / 20 / 00 / 00 / 00 / 0 1 2 3 July 5, 2022 - Page 775 of 885 N Project Number: M1379 Prepared by: KJS East Vail Residential Vail, CO Figure 8: Year 2019 Total Traffic May 21, 2019 1 55 / 132 1 / 3 4 / 12 3 / 211 / 973 / 95 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 64 / 141 2 / 0 0 / 0 3 / 5 0 / 0 0 / 00 / 00 / 075 / 1060 / 02 / 82 / 1 3 0 / 0 0 / 0 0 / 0 11 / 67 6 / 30 13 / 2253 / 1240 / 0143 / 12971 / 850 / 00 / 1 4 58 / 150 1 / 2 10 / 28 0 / 0 0 / 0 0 / 047 / 14915 / 410 / 0204 / 18636 / 290 / 0 1 2 3 July 5, 2022 - Page 776 of 885 N Project Number: M1379 Prepared by: KJS East Vail Residential Vail, CO Figure 9: Year 2040 Total Traffic May 21, 2019 1 75 / 180 1 / 3 4 / 12 3 / 211 / 9100 / 130 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 83 / 189 3 / 0 0 / 0 4 / 7 0 / 0 0 / 00 / 00 / 0101 / 1410 / 03 / 113 / 1 3 0 / 0 0 / 0 0 / 0 15 / 92 8 / 40 15 / 2871 / 1690 / 0195 / 17696 / 1130 / 00 / 1 4 79 / 205 1 / 2 13 / 35 0 / 0 0 / 0 0 / 064 / 20419 / 550 / 0279 / 25449 / 400 / 0 1 2 3 July 5, 2022 - Page 777 of 885 East Vail Residential Revised May 21, 2019 Page 19 5.0 Transportation Impact Analysis 5.1 Site Design and Traffic Circulation Evaluation The conceptual site plan (Figure ) depicts the site’s proposed access to the North I‐70 Frontage Road. The proposed site access is located on the northwest corner of the site and meets the minimum access spacing distance of 400 feet per Section 4.4 and Table 4‐1 of the Access Code. Internal circulation has been designed to accommodate two‐way traffic and backing motions from parking stalls. 5.2 Multi Modal Connectivity The applicant is currently working with the Town of Vail staff to determine a new bus stop location and layout at the northwest corner of the site on the frontage road. Multimodal connection details such as paths and sidewalks will be determined with Town of Vail staff as the project develops. 5.3 Auxiliary Turn Lane Requirements Turn lane storage is determined by CDOT’S State Highway Access Code. Based upon each roadway’s posted speed limits and projected Year 2040 traffic volumes, additional auxiliary turn lanes will not be required. Refer to Table 3. North I‐70 Frontage Road & Site Access: The anticipated traffic volumes at the site access do not warrant the need for construction of auxiliary turn lanes at the site access. North I‐70 Frontage Road & Big Horn Road: No additional auxiliary turn lanes are required at this intersection. I‐70 Westbound Ramps & Big Horn Road: No additional auxiliary turn lanes are required at this intersection. I‐70 Eastbound Ramps & Big Horn Road: No additional auxiliary turn lanes are required at this intersection. July 5, 2022 - Page 778 of 885 East Vail Residential Revised May 21, 2019 Page 20 Table 3: Auxiliary Turn Lane Requirements 5.4 Sensitivity Analysis A sensitivity analysis was performed for directional distribution shift of 10% in either direction of the original analysis. Based upon this analysis, there is no change in the turn lane recommendations. 5.5 Site Access Sight Distance The proposed site access to the North Frontage Road has sight distance in either direction that exceeds the 450’ requirement per Table 4‐2 of the Access Code. 5.6 State Highway Access Permit The proposed development will require a new State Highway Access Permit for the site access onto CDOT’s North I‐70 Frontage Road. AM PM AM PM AM PM AM PM AM PM EBL 25 >25 N/A N/A N/A N/A N/AN/A1313NoneNone WBR 45 >25 N/A N/A N/A N/A N/A N/A 4 11 4 11 None None EBR 25 >50 51 128 53 132 72 180 63 140 82 188 None None EBR is major movement. WBL25>253535473547NoneNone NBL 40 >25 69 91 71 94 97 129 75 105 101 140 None Yes Existing 60' NBL is maximum available distance between intersections. NBR40>50282831128311NoneNone NBL 40 >25 139 125 143 129 195 176 143 129 195 176 None Yes Existing 125' NBL is maximum available distance with back to back turn lanes to ramps. SBR 40 > 50 5 15 5 15 7 21 12 21 14 27 None None NBR 40 >50 35 28 36 29 49 40 36 29 49 40 None None SBL 40 >25 12 38 12 39 16 53 14 41 18 55 None Yes Existing 125' SBL is maximum available distance with back to back turn lanes to ramps. #IntersectionMvmt Posted Speed Limit (MPH) SHAC Trigger Volume (VPH) Year 2017 Existing Year 2019 BG Year 2040 BG Existing Turn Lane Access Code Required Turn Lane1 Trigger Year & Condition Year 2019 Total Year 2040 Total 1 North I‐70 Frontage 1Based upon State Highway Access Code requirements for an R-A roadway with posted speed of 45mph. Triggered by State Highway Access Code Volumes 2 North I‐70 Frontage Road & Big Horn Road EBL = Eastbound left, EBR = Eastbound right, WBL = Westbound left, WBR = Westbound right, NBL = Northbound left, NBR = Northbound right, SBL = Southbound left, SBR = Southbound right 3 I‐70 Westbound Ramps & Big Horn Road 4 I‐70 Eastbound Ramps & Big Horn Road July 5, 2022 - Page 779 of 885 East Vail Residential Revised May 21, 2019 Page 21 6.0 Recommendations and Conclusions The East Vail Residential project is proposing a new residential apartment complex. The development will provide both market rate housing and affordable housing to the local workforce. The purpose of this CDOT Level 2 study is to forecast and analyze the impacts of the site’s additional traffic volumes on the surrounding roadway network. This traffic analysis was scoped with both the Town of Vail and CDOT prior to completion. Site Access and Circulation: The site is proposing to take access directly from the north I‐70 Frontage Road. Sight distance meets the minimum spacing sight distance requirements per CDOT’s State Highway Access Code. Trip Generation: The buildout of the site is expected to generate a total of 290 external vehicle trips over the course of an average weekday, including 17 trips during the morning peak hour and 24 trips during the afternoon/evening peak hour. Auxiliary Turn Lane Requirements: No additional auxiliary turn lane construction is required. State Highway Access Permit: The project will require a new State Highway Access Permit for the proposed North I‐70 Frontage Road access. Transportation Recommendations: Based upon the analysis and recommendations presented in this report, the East Vail Residential Apartments are anticipated to be successfully incorporated into the Town of Vail’s roadway network. July 5, 2022 - Page 780 of 885 East Vail Residential Revised May 21, 2019 Page 22 7.0 Appendix Reference Documents 1. State Highway Access Code. State of Colorado, 2002. 2. CDOT OTIS Data. http://dtdapps.coloradodot.info/otis Included Documents 1. Scoping Form 2. 2017 Existing Traffic Counts July 5, 2022 - Page 781 of 885 Traffic Study Scoping Form Contact Information Consultant Name: Tele: E‐mail: Developer/Owner Name: Project Information (Attach proposed site plan.) Project Name: Project Location: Project Description: ITE Code #units or Size ITE Code #units or Size ITE Code #units or Size #221 143 Please attach Trip Generation Summary table for large or mixed use projects. Assumptions Study Horizons Current Year:2018 Buildout Year:2019 Long Term Year:2040 North: South: East: West: 1. All site entrances 6. 2.North Frontage Rd & Big Horn 7. 3.Big Horn & I-70 Westbound Ramps 8. 4.Big Horn & I-70 Eastbound Ramps 9. 5. 10. Trip Distribution See attached sketch. Trip Reductions*Internal Capture Use:0 % Pass By Use:0 % Multi‐ Modal Use:25 % Use: % Page 1 of 2 *Include in Trip Generation table if provided. Submit calculations based upon ITE's Trip Generation Handbook. Site Access McDowell Engineering 970-623-0788 kari@mcdowelleng.com Triumph Development North Frontage Road East Vail Residential 3700 North Frontage Road West, Vail. Parcel # 2101-024-03-001 I-70 Eastbound Ramps Existing / Proposed Land Uses Existing / Proposed Land Uses Big Horn Road Application type (rezoning, subdivision), acreage, new or re‐ development, etc. Study Area Boundaries (Attach map if needed.) Intersections to be Evaluated (Attach map if needed.) Existing / Proposed Land Uses Apartments July 5, 2022 - Page 782 of 885 McDowell Engineering Traffic Study Scoping Form Assumptions (continued) Study Time Periods AM (7‐9) PM (4‐6) SAT (noon) Other: Other Factors Synchro Issues HCS (Check all that apply.)aaSidra or Rodel Intersections Roadway Sections Signal Warrants Safety/Sight Distance Queuing & Storage CDOT (Access Permit, etc.) Identify Bicycle, Pedestrian & Transit Accommodations TDM Neighborhood Impacts Other: Attachments, Notes, & Other Assumptions: Signed: Review Agency: (Applicant or Consultant) Department: Print Name: Signed: (Applicant or Consultant) Print Name: Date: Date: Page 2 of 2 Kari McDowell Schroeder, PE, PTOE 11/13/2018 Analysis Methods & Anticipated Future Traffic Growth Rates (Describe methodology.) (Check all that apply.) (Proposed/assumed transportation improvements, other studies, nearby proposed developments, etc.) Counts were collected in December 2017 with direction from the Town of Vail and CDOT. Based upon historic data… July 5, 2022 - Page 783 of 885 10-20% on N. Frontage Rd.10%70-80% on I-70July 5, 2022 - Page 784 of 885 Intersection: N. FRONTAGE RD & LIONS RIDGE APARTMENT COMPLEXLocation: VAIL, COLORADOTraffic Data Collection Date: SATURDAY, DECEMBER 1, 2018Weather: SNOWINGCar Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik CarTrk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car TrkBus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped BikSWLSWRNELNERSELSERNWLNWR7:00 AM0000014421100000 0000014420000000 000000000000000 30000000 0 0000007:15 AM1000026212000000 0000021210020000 000000000000000 30000000 0 0100007:30 AM0000024410000000 0000015220000000 000000000000000 30000000 0 0100007:45 AM1000035420000000 0000037420010000 000000000000000 00000000 0 0200008:00 AM1001031510000000 0000020212010000 000000000000000 10000000 0 0100108:15 AM2001031210000000 0000028320000000 000000000000000 40030000 0 0000208:30 AM0001047325000000 0000027310020000 000000000000000 60000000 0 0400408:45 AM0001054210000000 0000038310000000 000000000000000 00010000 0 000030Overall Intersection: (8:00 ‐ 9:00AM)Total 50040262261181000000000020023122060000 000000000000000 200040000 0 0900100Peak Hour Total300401631255000000000001131152030000 000000000000000 110040000 0 0500100Peak Hour Total 3 vph 4 pph 180 vph 5 pph 0 vph 0 pph 0 vph 0 pph 129 vph 2 pph 3 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 11 vph 4 pph 0 vph 0 pph 5 vph 10 pphAccess Movements Only: (8:00 ‐ 9:00AM)Total 5004060000200040 900100Peak Hour Total3004030000110040 500100Peak Hour Total 3 vph 4 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 3 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 11 vph 4 pph 0 vph 0 pph 5 vph 10 pphvphpphpph%Peak Hour Data (Cars & Trucks) Peak Hour Pedestrian Data Peak Hour Bicycle DataN Frontage RdN Frontage RdN/ALions Ridge Apt ComplexTimeLeft Thru Right Left Thru Right Left ThruEastboundWestboundNorthboundSouthboundRight Left Thru RightTotal Peak Hour Vehicle Traffic at Intersection 331Peak Hour Factor 0.85Total Peak Hour Peds/Bikes at Intersection 25Total Peak Hour Traffic (All Modes) at Intersection 356Percentage Peak Hour Trucks at Intersection 6.50180303501100012954004002000000000000July 5, 2022 - Page 785 of 885 Intersection: N. FRONTAGE RD & LIONS RIDGE APARTMENT COMPLEXLocation: VAIL, COLORADOTraffic Data Collection Date: SATURDAY, DECEMBER 1, 2018Weather: SNOWINGCar Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik CarTrk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car TrkBus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik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verall Intersection: (3:00 ‐ 4:00PM)Total 2800170471432011000000000001089 56 34 5 2 40 0 0 10 1000000000000000 291030000 0 0220090Peak Hour Total11009014215710000000000046517131290041 000000000000000 100000000 0 060030Peak Hour Total 11 vph 9 pph 164 vph 1 pph 0 vph 0 pph 0 vph 0 pph 495 vph 3 pph 9 vph 5 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 10 vph 0 pph 0 vph 0 pph 6 vph 3 pphAccess Movements Only: (3:15 ‐ 4:15PM)Total 28 0 0 17 040 0 0 10 1291030 220090Peak Hour Total10008011001190000 90050Peak Hour Total 10 vph 8 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 11 vph 2 pph 0 vph 0 pph 0 vph 0pph 0 vph 0 pph 9 vph 0 pph 0 vph 0 pph 9 vph 5 pphvphpphpph%Peak Hour Data (Cars & Trucks) Peak Hour Pedestrian Data Peak Hour Bicycle DataThru RightTotal Peak Hour Vehicle Traffic at Intersection 695Peak Hour Factor 0.82Total Peak Hour Peds/Bikes at Intersection 21Total Peak Hour Traffic (All Modes) at Intersection 716Percentage Peak Hour Trucks at Intersection 4.5TimeLeft Thru Right Left N Frontage RdN Frontage RdN/ALions Ridge Apt ComplexThru Right Left ThruEastboundWestboundNorthboundSouthboundRight Left 01641109601000049519000001000010000002July 5, 2022 - Page 786 of 885 Intersection: N. FRONTAGE RD & TIMBER RIDGE APARTMENT COMPLEXLocation: VAIL, COLORADOTraffic Data Collection Date: SATURDAY, DECEMBER 1, 2018Weather: SNOWINGCar Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik CarTrk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car TrkBus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped BikSWLSWRNELNERSELSERNWLNWR7:00 AM0000014420100000 0000014420000000 000000000000000 00040000 0 0100007:15 AM1000026210000000 0000020210000000 000000000000000 10070000 0 0300007:30 AM3000021410000000 0000016220000000 000000000000000 10030000 0 0400007:45 AM1000032420000000 0000039420000000 000000000000000 400110000 0 0100008:00 AM1000027510000000 0000021210000000 000000000000000 100120000 0 0300008:15 AM2000034211000000 0000027221010000 000000000000000 100140000 0 0400108:30 AM1000042320000000 0000031310000000 000000000000000 10010000 0 0200008:45 AM2000054210000000 0000037310010000 000000000000000 00050000 0 020000Overall Intersection: (8:00 ‐ 9:00AM)Total 110000250261111000000000020522121020000 000000000000000 900570000 0 0200010Peak Hour Total600001571251000000000001161051020000 000000000000000 300320000 0 0110010Peak Hour Total 6 vph 0 pph 174 vph 1 pph 0 vph 0 pph 0 vph 0 pph 131 vph 1 pph 2 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 3 vph 32 pph 0 vph 0 pph 11 vph 1 pphAccess Movements Only: (8:00 ‐ 9:00AM)Total 11000020000900570 200010Peak Hour Total6000020000300320 110010Peak Hour Total 6 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 2 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 3 vph 32 pph 0 vph 0 pph 11 vph 1 pphvphpphpph%Peak Hour Data (Cars & Trucks) Peak Hour Pedestrian Data Peak Hour Bicycle DataThru RightTotal Peak Hour Vehicle Traffic at Intersection 327Peak Hour Factor 0.84Total Peak Hour Peds/Bikes at Intersection 35Total Peak Hour Traffic (All Modes) at Intersection 362Percentage Peak Hour Trucks at Intersection 6.1TimeLeft Thru Right Left N Frontage RdN Frontage RdN/A Timber Ridge Apt ComplexThru Right Left ThruEastboundWestboundNorthboundSouthboundRight Left 01746021103000131100032001000000000000July 5, 2022 - Page 787 of 885 Intersection: N. FRONTAGE RD & TIMBER RIDGE APARTMENT COMPLEXLocation: VAIL, COLORADOTraffic Data Collection Date: SATURDAY, DECEMBER 1, 2018Weather: SNOWINGCar Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik CarTrk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car TrkBus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik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verall Intersection: (3:15 ‐ 4:15PM)Total 28100048341206000000000001104 53 33 3 2 17 1 0 73 0000000000000000 1619000000 0 0243000Peak Hour Total71000153147100000000000450161302900190 000000000000000 65000000 0 050000Peak Hour Total 8 vph 0 pph 174 vph 1 pph 0 vph 0 pph 0 vph 0 pph 479 vph 2 pph 9 vph 19 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 11 vph 0 pph 0 vph 0 pph 5 vph 0 pphAccess Movements Only: (3:15 ‐ 4:15PM)Total 28100017 1 0 73 01619000 243000Peak Hour Total7100090019065000 50000Peak Hour Total 8 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 9 vph 19 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 11 vph 0 pph 0 vph 0 pph 5 vph 0 pphvphpphpph%Peak Hour Data (Cars & Trucks) Peak Hour Pedestrian Data Peak Hour Bicycle DataN Frontage RdN Frontage RdN/A Timber Ridge Apt ComplexThru Right Left ThruEastboundWestboundNorthboundSouthboundRight Left Peak Hour Factor 0.82Total Peak Hour Peds/Bikes at Intersection 22Total Peak Hour Traffic (All Modes) at Intersection 708Percentage Peak Hour Trucks at Intersection 5.1Thru RightTotal Peak Hour Vehicle Traffic at Intersection 686TimeLeft Thru Right Left 0174809501100047910000000000000000002July 5, 2022 - Page 788 of 885 DRAFT Booth Heights Neighborhood At the East Vail Workforce Housing Subdivision Approved Development Plan Adopted by the Town of Vail Planning and Environmental Commission August 12, 2019 Table of Contents I. Statement of Intent II. Approved Development Plan III. General Information IV. Definitions V. Development Standards A. Permitted Uses B. Conditional Uses C. Accessory Uses D. Setbacks E. Site Coverage F. Landscaping and Site Development G. Parking and Loading H. Additional Development Standards I. Employee Housing Units VI. Open Space/Recreation VII. Development Timing VIII. Amendment Procedures IX. Exhibits 1 July 5, 2022 - Page 789 of 885 I. Statement of Intent The purpose of the Booth Heights Approved Development Plan is to facilitate the development of the Lot 1 of the East Vail Workforce Housing Subdivision located at 3700 N. Frontage Road in Vail, Colorado. Booth Heights, in keeping with the purpose of the underlying Housing District at the Booth Heights Parcel, will be a mixture of rental and for-sale homes with more than 70% of the residential square footage built as Employee Housing Units (“EHU” or “EHUs”) and 30% of the residential square footage built as market-rate homes that will generate the financial subsidy needed to develop the neighborhood. To that end, Booth Heights proposes 73 total residences comprised of 42 EHU apartments, 19 EHU townhomes, and 12 market-rate townhomes spread across a total of 11 buildings. The apartments are all two-bedroom homes with surface parking. The townhomes will be a mix of two and three-bedroom homes with one car garages, driveways with outdoor parking spaces, and private outdoor space at the rear of most units. The apartments will have separate ground floor storage for bikes and outdoor equipment. There will also be an outdoor community picnic and barbeque area and low maintenance and low water landscaping. In conjunction with the development of the Booth Heights Parcel, the adjacent Natural Area Preservation will be enhanced for wildlife and set aside for open space through a conservation easement as discussed in the Development Application. The proposed development plan requires no variances from the development standards prescribed by the Housing Zone District. Building height, density and GRFA are approved herein by Planning and Environmental Commission (“PEC”). The Housing Zone District allows parking to vary from the typical parking requirements with a parking management plan and parking management plan has been approved as described herein. Development of Booth Heights and the East Vail Workforce Housing Subdivision is intended to achieve and advance the following goals: o Develop 61 new Employee Housing Units along with 12 Dwelling Units to subsidize the development. o Create a vibrant and diverse neighborhood that includes both a mix of rental and for-sale housing as well as a variety of desirable and marketable homes for a wide range of residents. o Enhance and permanently set aside 17.9 acres of Natural Area Preservation for Wildlife o Build responsibly given the existing site configuration, topography and environment o Develop an architecturally attractive community that combines modern design aesthetic and the Town of Vail’s design standards in a manner that is attractive and affordable to locals o Balance the need for resident parking with the Town of Vail’s goals for encouraging the use of public transit. 2 July 5, 2022 - Page 790 of 885 II. Approved Development Plan This Approved Development Plan has been prepared in accordance with the provisions of Section 12-6I of the Zoning Regulations of the Town of Vail. The Booth Heights Development Plan shall include this document and the attached Development Plan Set as identified in the Exhibits section of this memo (PEC19-0018). III. General Information Booth Heights is to be developed to meet the growing demand for rental and for-sale, deed restricted employee housing in Vail. To that end, a mix of housing product types that are desirable in the eyes of both tenants and home-owners and financially feasible for the developer is the intended outcome of the Booth Heights development. The approved development plan, along with the applicable land use regulations contained in the Town’s Zoning Regulations, become the principal governing documents for land use and dimensional requirements and limitations on the property. The development plan shall remain in effect for the life of the development, and may be amended from time to time, as deemed appropriate, as part of an established development review process. The Town of Vail Zoning Regulations, in effect at the time of adoption, shall prevail in the event that the Approved Development Plan is silent on a particular requirement. In the event that the Approved Development Plan is in conflict with Town of Vail Zoning Regulations, the Approved Development Plan shall prevail. IV. Definitions Approved Development Plan: The set of development plans approved by the Town of Vail PEC on August 12, 2019 entitling development on the Booth Heights Parcel. Booth Heights Parcel: The parcel of land legally described as Lot 1 of the East Vail Workforce Housing Subdivision, Town of Vail, County of Eagle, State of Colorado. Natural Area Preservation Parcel: The parcel of land legally described as Tract A of the East Vail Workforce Housing Subdivision, Town of Vail, County of Eagle, State of Colorado. East Vail Workforce Housing Subdivision: The Booth Heights Parcel and Natural Area Preservation Parcels together. Applicant: Triumph Development West, LLC, and its representatives, heirs, successors and assigns. V. Development Standards According to the Official Zoning Map of the Town of Vail, the Booth Heights Parcel is zoned Housing (H) District. The Natural Area Preservation Parcel is zoned as Natural Area Preservation (NAP) District. Development on the Booth Heights Parcel shall be governed by the following development standards: 3 July 5, 2022 - Page 791 of 885 A. PERMITTED USES: Permitted uses for the Booth Heights Parcel shall be those uses identified in the Approved Development Plan as outlined in Section 12-6I-2: Permitted Uses, Vail Town Code, including Employee Housing units, open space, and recreation. B. CONDITIONAL USES: Conditional uses for the Booth Heights Parcel shall be those uses identified in the Approved Development Plan as outlined Section 12-6I-3: Conditional Uses, Vail Town Code, including Dwelling Units. C. ACCESSORY USES: Accessory uses for the Booth Heights Parcel shall be those uses identified in the Approved Development Plan as outlined Section 12-6I-4: Accessory Uses, Vail Town Code including parking, recreational amenities, and rockfall mitigation facilities. D. SETBACKS: Setbacks for the Booth Heights Parcel shall be as shown on the Approved Development Plan. E. SITE COVERAGE: Site Coverage for the Booth Heights Parcel shall be a maximum of 39,500 square feet of the total site area. F. LANDSCAPING AND SITE DEVELOPMENT: Minimum landscaping for the Booth Heights Parcel shall be a minimum of 130,000 square feet of the total site area. G. PARKING AND LOADING: Off street parking and loading shall be 156 parking spaces as generally shown on the Approved Development Plan. The Booth Heights Development Plan provides fewer parking spaces than required by the Vail Town Code. As part of this Approved Development Plan, a modification to the number of required spaces is approved, based on the management plan described in the “Parking Counts, Loading and Parking Management” section of the Booth Heights Development Application writeup dated May 28, 2019, and the Parking Diagram with an updated parking count identified on Sheet A.006 in the Booth Heights Neighborhood Development Plan dated August 12, 2019. Parking may be reduced by up to 5% from what is indicated on the Development Plan administratively. H. ADDITIONAL DEVELOPMENT STANDARDS: 4 July 5, 2022 - Page 792 of 885 In the Housing (H) District, development standards in each of the following categories shall be as proposed by the applicant as prescribed by the PEC, and as adopted on the Approved Development Plan: 1. Lot area and site dimensions. The minimum lot area for the Booth Heights Parcel shall be 5.4 acres. The lot area for the all development and open space enhancements shall be the entire 23.3-acre East Vail Workforce Housing Subdivision. 2. Building height. The maximum allowable building height for the development on the Booth Heights Parcel shall be as demonstrated on the Approved Development Plan. In no case shall the maximum height of any building in Booth Heights exceed sixty feet (60’). Building height calculations shall be determined based upon the stamped topographic survey from Peak Land Consultants dated February 13, 2019 (and stamped by Brent Biggs on February 13, 2019). 3. Density Control Dwelling Units per Acre - A total maximum density of 73 units or 13.6 dwelling units per acre. Gross Residential Floor Area (GRFA) - A maximum of 76,200 square feet of GRFA. I. EMPLOYEE HOUSING UNITS The approved Employee Housing Units will be classified as Type IV as identified in Section 12-13-4: Requirements by Employee Housing Unit (EHU) Type, Vail Town Code. The units meet the size and building requirements for EHUs as identified in Section 12-23-3 and 12-24-3 of the Vail Town Code and will utilize Sections 12-23-7 and 12-24-7 Mitigation Bank to generate up to 53,340 square feet and 61 units of EHU credits. VII. Development Timing Development of the Booth Heights Parcel is intended to commence construction in the Spring of 2020 with some potential limited site clearing and grading that would occur before November 15, 2019. VIII. Amendment Procedures Upon adoption, it is recognized that the Approved Development Plan may need to be amended from time to time. As such, amendment procedures are hereby adopted as an element of the Approved Development Plan. Amendments to the Approved Development Plan will be considered in accordance with the provisions of Section 12-6I-11(E) of the Vail Town Code. 5 July 5, 2022 - Page 793 of 885 IX. Exhibits Booth Heights Neighborhood at the East Vail Workforce Housing Subdivision Development Application dated May 28, 2019 Booth Heights Neighborhood at the East Vail Workforce Housing Subdivision Architectural Drawings dated August 12, 2019 Booth Heights Civil Drawings dated August 5, 2019 Booth Heights Landscape Drawings dated August 7, 2019 East Vail Workforce Housing Subdivision Environmental Impact Report dated May 2019 Wildlife Mitigation Plan for the East Vail Workforce Housing Subdivision date May 2019 Booth Heights Revised Wildlife Mitigation Plan Memo dated August 9, 2019 East Vail Workforce Housing Subdivision Wetlands Delineation Report dated February 2019 Geologic Hazards Analysis Report - East Vail Workforce Housing dated February 13, 2019 East Vail Parcel Geologic Hazard Analysis – Review of Updated Site Plan dated May 24, 2019 Rockfall Hazard Study – East Vail Parcel dated June 19, 2017 Transportation Impact Study for the East Vail Residential dated May 21, 2019 6 July 5, 2022 - Page 794 of 885 July 5, 2022 - Page 795 of 885 July 5, 2022 - Page 796 of 885 July 5, 2022 - Page 797 of 885 July 5, 2022 - Page 798 of 885 July 5, 2022 - Page 799 of 885 July 5, 2022 - Page 800 of 885 July 5, 2022 - Page 801 of 885 July 5, 2022 - Page 802 of 885 July 5, 2022 - Page 803 of 885 July 5, 2022 - Page 804 of 885 July 5, 2022 - Page 805 of 885 P. 970.688.5057 12 Vail Road, Suite 700, Vail, CO 81657 To: Town of Vail PEC From: Michael O’Connor, Triumph Development West RE: Booth Heights Revised Wildlife Mitigation Plan with TOV Biologist Recommendations Date: August 7, 2019 This memo serves to outline the process and outcomes that resulted from the Town of Vail’s review of the Booth Heights Wildlife Mitigation Plan. This review was conducted by Town Staff, Colorado Parks and Wildlife, and the three wildlife biologists engaged by the Town of Vail, as well as the applicant and its biologist, Rick Thompson. This discussion was conducted via three meetings of the group on July 19, July 26 and August 5 – with the final results of the review provided to the applicant on August 7. The discussion of the group was comprehensive in nature – focusing first on potential challenges encountered by the big horn herd on its entire winter range and enhancements that can be pursued on public lands, as well as specific design recommendations for the Booth Heights plan and options that would allow the applicant to improve upon its proposed offsite mitigation plan to increase the benefits to the bighorn winter range in partnership with the Town of Vail. In the paragraphs below, Triumph has summarized its support for the recommendations of this roundtable on the steps that can help address the long-term health of wildlife in the Booth Creek vicinity, as well as the components of the applicant’s proposed revisions to the mitigation plan based on these conversations (items that are changes to the original proposed triumph mitigation plan are highlighted in green italics). Booth Heights Design Criteria Reducing Potential Impacts: • Development Clustering – Concentrate development onto the front of the Housing Parcel. • Parcel Access – Vehicular access from the west to work with natural grade. • Rockfall Berm – Utilize the rockfall berm as a buffer and physical barrier between wildlife and the new development. At the recommendation of the Town of Vail’s biologists, this berm will be screened from townhomes with a row of aspens and replanted with native grasses and forbs that could provide additional sheep winter foraging habitat. This berm will be built in the first phase of construction with final landscaping completed prior to the first buildings’ Certificate of Occupancy. • Development Buffer – In addition to the berm, add landscape screening at the west and north of the driveway to provide additional screening. • Aspen Screening - Utilize the existing aspen forest to the north and west of the site to buffer the development improvements. • Setback from the Right of Way – Setback 20’ from the property line. The applicant has also adjusted the landscape plan to identify areas that trees can be saved in this front setback and ROW. July 5, 2022 - Page 806 of 885 www.triumphdev.com • Minimize Internal Parks and Parking - To keep the footprint of development small. • Tree Clearing - along and above the berm to allow east-west wildlife passage. • Do Not Inhibit East West Wildlife Movement at the Right of Way – Applicant is proposing no major cut slope, structures or paths across the front of the site. • Fencing – At the recommendation of the Town’s biologists, the proposed fencing has been removed from the initial site plan. CPW has asked to maintain the ability to add a fence at a later date. The applicant proposes that this can be accomplished by granting an easement to the Town of Vail for the installation and maintenance of a wildlife fence at CPW’s election. • New Bus Stop Location – Wildlife biologists favor using the existing East Vail bus stop and not building a new bus stop as proposed in the application. The Town’s Public Works department requests that a full movement bus stop be installed at the site for pedestrian and vehicular safety. The only location where natural grade in the ROW will allow this stop is at location on the west end of the site. Due to the public safety concerns of Public Works, the applicant is proposing this new west bus stop location with landscaping at the rear to buffer the bus stop from the surrounding open space. Wildlife Mitigation Plan Winter Range Enhancement • Conservation Easement on the NAP Parcel – At the recommendation of the Town’s biologists, Triumph will commit to placing a Conservation Easement on the NAP parcel prior to the issuance of the first Building Permit. This Conservation Easement will need to retain the right to make certain work on the NAP parcel that facilitates the development of the Housing Parcel, such as ongoing wildlife enhancements, geotechnical monitoring, and possible soil stabilization. • Enhancement on the NAP Parcel – While the CPW and the Town of Vail’s wildlife biologists all agree that the NAP parcel is valuable wildlife habitat – particularly for elk, deer, bears, and birds – they concluded that resources should be focused on other higher-quality winter range for bighorn sheep. At the recommendation of the Town’s wildlife biologists, Triumph will limit the enhancement of the NAP to pruning of overgrown shrubs to improve winter elk foraging habitat. • Equivalent Wildlife Enhancement on Higher Quality Bighorn Winter Range – The biologist roundtable recommended that treatments and habitat enhancements be focused around prime bighorn sheep ranges that are not on the Booth Heights development site (e.g. Booth Creek cliffs on the east and west sides of Booth Creek TOV and USFS habitat). Triumph will work with the Town of Vail Staff and CPW to identify alternate areas of enhancement that are quantitatively equivalent to that originally proposed on the NAP Parcel – namely 14.3 acres of enhancement that are in quantities and site conditions similar to that original proposal on the NAP parcel. These improvements will be completed before November 15 of the first year of construction, before the winter range period. This work could be extended onto Forest Service property with USFS permission through a Categorical Exclusion that the Applicant and the Town of Vail will continue to pursue together. As an example, the team identified these areas between the upper July 5, 2022 - Page 807 of 885 www.triumphdev.com and lower band of booth cliffs that have been overgrown with Aspen as shown on the below photo: Construction-Related Minimization Measures • Heavy site construction including clearing, excavation, grading, retaining wall construction, and berm construction will only be performed from June 1 through November 14. The June 1 start date will be reviewed and modified with CPW based on the severity off the winter and availability of other forage and lambing areas. • Prohibit construction personnel from bringing animals onto the site as allowed by law, feeding wildlife, and certified bear-proof trash receptacles for food refuse. • No rock blasting will be performed until July 31 or until peregrine fledging of nearby nests. Wildlife Requirements for Residents of the East Vail Workforce Housing Parcel to Minimize Human Habitation Relative Impacts • Short-term rentals will be prohibited. • No planting of garden fruit/nut bearing trees and bird feeders will not be allowed. • No additional roads or trails will be built on the undeveloped portion of the entire East Vail Workforce Housing Subdivision. Social trails will be deconstructed and the neighboring landowner (e.g. Town of Vail) will be notified of the trespassing. • Signage around the property notifying residents and guests of the Important Surrounding Wildlife Area and the prohibition of access to these properties from the site. • Education program for the residents of Booth Heights about the Important Surrounding Wildlife Areas and Wildlife protections incorporated into all leases and HOA Documents. July 5, 2022 - Page 808 of 885 www.triumphdev.com • No outside overnight storage of garbage or trash at the residences. • Implement a weed management program to discourage the growth of noxious weeds. • Prohibition of flying drones on or around the property. • All pets will be prohibited at rental properties, except as required by law. • Pets of guests, families and contractors will be prohibited, except as required by law. • No resident-occupied townhome will have more than one dog, except as required by law. • All livestock, including domestic sheep and goats, are prohibited. • Animals must be under direct control of its owner at all times on a leash of no more than 12 feet (unless the duties of the service animal require it to be unleashed). • The walking of animals within the property shall be confined to the developed areas below the berm. All residents will pick up after their animal. Pets shall not be fed outside. No pets shall be permitted to chase animals. • No animal will be permitted to be a public nuisance, such as excessive barking, as determined by the HOA at its discretion. • Policies and procedures for enforcement and fines as well as education of the residents will be as outlined in detail in the applicant’s Wildlife Mitigation Plan and will be documented in the HOA documents and/or residential leases. The applicant also will grant the Town of Vail the ability to enforce these fines on its behalf of the owner and HOA at the Town of Vail’s election. Wildlife Enhancement Recommendations to TOV, CPW, and USFS on the 1880-acre Winter Range • Establish a Colorado Wildlife Habitat Enhancement Special District • Establish a mitigation fund for enhancement and protection of bighorn sheep habitat. Triumph will contribute $50,000 in seed money upon the issuance of the first certificate of occupancy for the establishment of this fund and these funds could be used on items outlined below. • Fund a bighorn sheep movement study in cooperation with CPW, USFS, and the proponent to determine how sheep are using the Booth Creek areas. [Possible use of Triumph seed money] • Consider fertilization. It might be wise to do a treatment/control study to determine efficacy of treatments. [Possible use of Triumph seed money] • Treat burn areas with herbicide effective in preventing native vegetation from being replaced by cheatgrass and other noxious weeds post-burn. [Possible use of Triumph seed money] • Encourage CPW to update current CPW sheep mapping to reflect the current distribution and use patterns. • Burn or cut, stack, and burn to open-up aspen woodlands to create and maintain important surrounding wildlife areas. Burning will be most effective and cheapest alternative. Investigate methodologies to allow for prescribed fire. • Prohibit bike paths and sidewalks along the frontage road in the Booth Creek area. • Work with USFS and TOV to set up a winter closure on the Booth Creek area to prevent human recreation use. • Work with USFS to prohibit dogs year-round on the Booth Creek area. July 5, 2022 - Page 809 of 885 www.triumphdev.com • Cut/maintain winter sheep movement corridors suggested in the 1998 USFS habitat plan. • Consider using salt or other supplements to keep bighorn sheep away from the frontage road and I-70. During construction of the development and in the event of a severe winter, Triumph will share the cost of feeding the bighorn herd in the immediate vicinity of the Booth Cliffs at the election and direction of CPW. • Town of Vail to use its authority as a municipality and property owner to enact and enforce protective restrictions on nearby important surrounding wildlife habitat at appropriate times during the year, including, but not limited to, closing Town property that includes bighorn winter range to access (e.g. the Town property to the west) and assisting property owners with policing trespassing (e.g. the NAP Parcel). 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1$7,9(62,/(;&$9$7(')5203,725*$1,&&203267)2277$03('&203$&7('%$&.),//81'(55227%$//72(/,0,1$7(6(77/,1*81',6785%('68%62,/'5<67$&.1$7,9(%28/'(55(7$,1,1*:$//66&$/( 1767,(%$&.),//:,7+&586+(5),1(685)$&(µ[µ63,.(6;;·/$1'6&$3(7,0%(5667(3%(/2:*5$'(723529,'(%$6(7267(3675$,/*5$'(6&$/( 1763(&68%0,77$/ 26/$3(&68%0,77$/ 26/$3(&68%0,77$/ July 5, 2022 - Page 812 of 885 July 5, 2022 - Page 813 of 885 July 5, 2022 - Page 814 of 885 July 5, 2022 - Page 815 of 885 July 5, 2022 - Page 816 of 885 Transportation Impact Study for Triumph Development’s East Vail Residential February 14, 2019 Revised May 21, 0219 PREPARED FOR: Triumph Development Attn. Michael O’Connor 12 Vail Road, Suite 700 Vail, CO 81657 PREPARED BY: McDowell Engineering, LLC PO Box 4259 Eagle, CO 81631 970.623.0788 Contact: Kari J. McDowell Schroeder, PE, PTOE Project Number: 1379 July 5, 2022 - Page 817 of 885 East Vail Residential Revised May 21, 2019 Page 2 Statement of Engineering Qualifications Kari J. McDowell Schroeder, PE, PTOE is a Transportation and Traffic Engineer for McDowell Engineering, LLC. Ms. McDowell Schroeder has over twenty‐two years of extensive traffic and transportation engineering experience. She has completed numerous transportation studies and roadway design projects throughout the State of Colorado. Ms. McDowell Schroeder is a licensed Professional Engineer in the State of Colorado and has her certification as a Professional Traffic Operations Engineer from the Institute of Transportation Engineers. July 5, 2022 - Page 818 of 885 East Vail Residential Revised May 21, 2019 Page 3 Transportation Impact Study for East Vail Residential Table of Contents 1.0 PROJECT DESCRIPTION ............................................................................................................................ 5 2.0 EXISTING CONDITIONS ............................................................................................................................ 7 2.1 DESCRIPTION OF EXISTING TRANSPORTATION SYSTEM ................................................................................................ 7 2.2 TRAFFIC DATA COLLECTION .................................................................................................................................. 7 3.0 FUTURE TRAFFIC PROJECTIONS ............................................................................................................... 9 3.1 EXISTING & COMMITTED CAPITAL IMPROVEMENT PROJECTS ....................................................................................... 9 3.2 PLANNED OR EXISTING LAND DEVELOPMENT PROJECTS .............................................................................................. 9 3.3 SEASONAL ADJUSTMENT FACTOR ........................................................................................................................... 9 3.4 BACKGROUND TRAFFIC GROWTH ........................................................................................................................... 9 3.5 BACKGROUND TRAFFIC FORECASTS ........................................................................................................................ 9 4.0 PROJECT TRAFFIC ................................................................................................................................... 12 4.1 EXISTING SITE TRAFFIC ....................................................................................................................................... 12 4.2 PROPOSED LAND USE ........................................................................................................................................ 12 4.3 TRIP GENERATION ANALYSIS ............................................................................................................................... 12 4.4 MULTIMODAL REDUCTION ................................................................................................................................. 12 4.5 SITE‐GENERATED TRAFFIC .................................................................................................................................. 12 4.6 SITE‐GENERATED DIRECTIONAL DISTRIBUTION ........................................................................................................ 14 4.7 SITE‐GENERATED TRAFFIC ASSIGNMENT ................................................................................................................ 14 4.8 TOTAL TRAFFIC ................................................................................................................................................. 14 5.0 TRANSPORTATION IMPACT ANALYSIS .................................................................................................... 19 5.1 SITE DESIGN AND TRAFFIC CIRCULATION EVALUATION ............................................................................................. 19 5.2 MULTI MODAL CONNECTIVITY ............................................................................................................................ 19 5.3 AUXILIARY TURN LANE REQUIREMENTS ................................................................................................................. 19 5.4 SENSITIVITY ANALYSIS ........................................................................................................................................ 20 5.5 SITE ACCESS SIGHT DISTANCE.............................................................................................................................. 2 0 5.6 STATE HIGHWAY ACCESS PERMIT ......................................................................................................................... 20 6.0 RECOMMENDATIONS AND CONCLUSIONS .............................................................................................. 2 1 7.0 APPENDIX .............................................................................................................................................. 22 July 5, 2022 - Page 819 of 885 East Vail Residential Revised May 21, 2019 Page 4 Tables and Figures FIGURE 1: VICINITY MAP .................................................................................................................................... 5 FIGURE 2: CONCEPTUAL SITE PLAN ..................................................................................................................... 6 FIGURE 3: YEAR 2017 EXISTING TRAFFIC VOLUMES ............................................................................................. 8 FIGURE 4: YEAR 2019 BACKGROUND TRAFFIC VOLUMES .................................................................................... 10 FIGURE 5: YEAR 2040 BACKGROUND TRAFFIC VOLUMES .................................................................................... 11 TABLE 1: PROJECT TRIP GENERATION ................................................................................................................ 13 TABLE 2: PROPOSED EAST VAIL RESIDENTIAL TRIP GENERATION ANALYSIS ........................................................ 13 FIGURE 6: PROJECT‐GENERATED DIRECTIONAL DISTRIBUTION ........................................................................... 15 FIGURE 7: PROJECT‐GENERATED TRAFFIC ASSIGNMENT ..................................................................................... 16 FIGURE 8: YEAR 2019 TOTAL TRAFFIC ................................................................................................................ 17 FIGURE 9: YEAR 2040 TOTAL TRAFFIC ................................................................................................................ 18 TABLE 3: AUXILIARY TURN LANE REQUIREMENTS .............................................................................................. 20 July 5, 2022 - Page 820 of 885 East Vail Residential Revised May 21, 2019 Page 5 1.0 Project Description The East Vail Residential project is proposing a new residential apartment complex. The development will provide both market rate housing and affordable housing to the local workforce. The purpose of this CDOT Level 2 study is to forecast and analyze the impacts of the site’s additional traffic volumes on the surrounding roadway network. This traffic analysis was scoped with both the Town of Vail and CDOT prior to completion. The proposed site is located north and west of the existing I‐70 and East Vail interchange. The site is proposing to take access directly from the north I‐70 Frontage Road. The project location is shown in Figure 1. A conceptual site plan is shown in Figure 2. Figure 1: Vicinity Map July 5, 2022 - Page 821 of 885 Figure 2: Conceptual Site PlanJuly 5, 2022 - Page 822 of 885 East Vail Residential Revised May 21, 2019 Page 7 2.0 Existing Conditions 2.1 Description of Existing Transportation System North I‐70 Frontage Road: The North I‐70 Frontage Road is a two‐lane, paved roadway that parallels the north side of I‐70. This Frontage Road connects East Vail to Main Vail and West Vail, sometimes crossing under I‐70 as a South Frontage Road. In the vicinity of the site, the North I‐70 Frontage Road has a posted speed limit of 25mph eastbound and 45mph westbound. Big Horn Road: Big Horn Road is a paved, two‐lane road that connects the residential homes in East Vail to the East Vail I‐70 interchange. The posted speed limit on Big Horn Road is 40mph. 2.2 Traffic Data Collection Existing Traffic Volumes: Existing turning movement counts were collected by McDowell Engineering. Traffic data was collected on Saturday, December 30, 2017 per direction of the Town of Vail Engineer. Turning movement counts were collected from 7:00 – 9:00am and 4:00 – 6:00pm. This count date and time are considered a seasonal peak for the Town of Vail. The resulting Year 2017 traffic volumes for the weekday morning peak hour and weekday afternoon peak hour are shown in Figure 3. The raw traffic data is also included in the Appendix. July 5, 2022 - Page 823 of 885 N Project Number:M1379 Prepared by:KJS East Vail Residential Vail, CO Figure 3: Year 2017 Existing Traffic May 21, 2019 1 53 / 128 0 / 0 0 / 0 0 / 00 / 071 / 92 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 51 / 128 2 / 0 0 / 0 3 / 5 0 / 0 0 / 00 / 00 / 069 / 910 / 02 / 82 / 1 3 0 / 0 0 / 0 0 / 0 11 / 65 5 / 26 5 / 1549 / 1180 / 0139 / 12566 / 740 / 00 / 1 4 56 / 146 1 / 2 7 / 18 0 / 0 0 / 0 0 / 046 / 14512 / 380 / 0198 / 18135 / 280 / 0 1 2 3 July 5, 2022 - Page 824 of 885 East Vail Residential Revised May 21, 2019 Page 9 3.0 Future Traffic Projections 3.1 Existing & Committed Capital Improvement Projects There are no existing or committed capital improvement projects that will impact this analysis. 3.2 Planned or Existing Land Development Projects There are no planned or existing land development projects in the immediate vicinity. 3.3 Seasonal Adjustment Factor The data collection date and times are considered a seasonal peak for the Town of Vail. Therefore, no seasonal adjustment factor is required for this analysis. 3.4 Background Traffic Growth Long‐term background growth was based upon the Town of Vail’s historic 1.5% annual growth rate. This is consistent with the Town’s latest Vail Master Plan forecast methods. 3.5 Background Traffic Forecasts The resulting peak hour forecasted Year 2019 and forecasted Year 2040 background traffic volumes can be seen in Figure 4 and Figure 5, respectively. July 5, 2022 - Page 825 of 885 N Project Number: M1379 Prepared by: KJS East Vail Residential Vail, CO Figure 4: Year 2019 Background Traffic May 21, 2019 1 55 / 132 0 / 0 0 / 0 0 / 00 / 073 / 95 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 53 / 132 2 / 0 0 / 0 3 / 5 0 / 0 0 / 00 / 00 / 071 / 940 / 02 / 82 / 1 3 0 / 0 0 / 0 0 / 0 11 / 67 5 / 27 5 / 1550 / 1220 / 0143 / 12968 / 760 / 00 / 1 4 58 / 150 1 / 2 7 / 19 0 / 0 0 / 0 0 / 047 / 14912 / 390 / 0204 / 18636 / 290 / 0 1 2 3 July 5, 2022 - Page 826 of 885 N Project Number: M1379 Prepared by: KJS East Vail Residential Vail, CO Figure 5: Year 2040 Background Traffic May 21, 2019 1 75 / 180 0 / 0 0 / 0 0 / 00 / 0100 / 130 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 72 / 180 3 / 0 0 / 0 4 / 7 0 / 0 0 / 00 / 00 / 097 / 1290 / 03 / 113 / 1 3 0 / 0 0 / 0 0 / 0 15 / 92 7 / 37 7 / 2168 / 1670 / 0195 / 17693 / 1040 / 00 / 1 4 79 / 205 1 / 2 10 / 26 0 / 0 0 / 0 0 / 064 / 20416 / 530 / 0279 / 25449 / 400 / 0 1 2 3 July 5, 2022 - Page 827 of 885 East Vail Residential Revised May 21, 2019 Page 12 4.0 Project Traffic 4.1 Existing Site Traffic The project site is currently vacant and is not producing any significant traffic. 4.2 Proposed Land Use The proposed development will include up to 73 dwelling units. This includes 31 market rate townhomes and 42 affordable housing apartments. The proposed townhomes will serve a mix of local residents and second homeowners. The apartment units are intended to be affordable for Vail’s ski resort and hospitality employees. 4.3 Trip Generation Analysis These dwelling units fall under two separate land use definitions. The market rate townhomes are included in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual a land use #221 Multifamily Dwelling Unit. This land use applies whether the units are occupied as primary dwelling units or as second homes. ITE’s trip generation rates were utilized for this analysis. The Lions Ridge and Timber Ridge Apartments in Vail have similar characteristics to the proposed affordable housing apartments. They primarily serve work force housing, have similar amenities, and have direct access to Vail’s transit system. The site is located within walking and bus proximity to recreation and amenities. Both CDOT and the Town agreed that the trip generation data from the Lions Ridge and Timber Ridge accesses could be applied to the anticipated trip generation calculations for this development. 4.4 Multimodal Reduction A 10% multimodal trip reduction was used when calculating the total number of vehicular trips from the market rate townhomes. This reduction was used to accommodate the projected number of transit trips from the site’s bus stop to the resort and local businesses. The multimodal reduction for the affordable apartments was intrinsically included in the Lions Ridge and Timber Ridge Apartments observations. Many residents were observed using the adjacent transit stop. 4.5 Site‐Generated Traffic The buildout of the site is expected to generate a total of 290 external vehicle trips over the course of an average weekday, including 17 trips during the morning peak hour and 24 trips during the afternoon/evening peak hour. Refer to Table 1 and Table 2 for trip generation calculations and further breakdown of these trips. July 5, 2022 - Page 828 of 885 Table 1: Existing Timber Ridge and Lions Ridge Trip Generation Analysis Vail, Colorado Estimated Site‐Generated Traffic1 ITE Code Avg. Weekd ay AM Peak Hour PM Peak Hour Trips (VPD) % Trips Trips % Trips Trips % Trips Trips % Trips Trips Existing Timber Ridge and Lions Ridge Apartments 210 DU 3.29 0.21 0.33 690 32% 14 68% 30 54% 37 46% 32 690 14 30 37 32 Table 2: Proposed East Vail Residential Trip Generation Analysis Vail, Colorado Estimated Site‐Generated Traffic1 ITE Code Avg. Weekd ay AM Peak Hour PM Peak Hour Trips (VPD) % Trips Trips % Trips Trips % Trips Trips % Trips Trips 42 DU 3.29 0.21 0.33 138 32% 3 68% 6 54% 7 46% 6 Subtotal 138 3 6 7 6 31 DU 5.44 0.32 0.41 169 27% 3 73% 7 60% 8 40% 5 Multimodal Reduction ‐10% ‐17 0 ‐1 ‐1 ‐1 Subtotal 152 3 6 7 4 Anticipated Trip Generation 290 5 12 14 10 Notes: 1 Values obtained from field counts at the Timber Ridge and Lions Ridge Apartment Accesses during ski season on December 1, 2018. 2 kSF = 1,000 Square Feet; DU = Dwelling Units 4 Values obtained from Trip Generation, 10th Edition, Institute of Transportation Engineers, 2017. Proposed East Vail Townhomess ‐ Second Homes4 (ITE Land Use 221) Units 2 Observed Trip Generation 3 Assumes a dhv of 10% of ADT. 5 Multimodal reductions are intrinsically included in the Timbar Ridge and Lions Ridge trip generation rates. Trip Generation Rates1 Average Weekday3 Morning Peak Hour Evening Peak Hour Units 2 Inbound Outbound Inbound OutboundTrip Generation Rates1 Average Weekday3 Morning Peak Hour Evening Peak Hour Proposed East Vail Apartments ‐ Workforce Housing1,5 Inbound Outbound Inbound Outbound PROJECT NUMBER: PREPARED BY: DATE: REVISED: M1379 KJS 2019‐05‐21 July 5, 2022 - Page 829 of 885 East Vail Residential Revised May 21, 2019 Page 14 4.6 Site‐Generated Directional Distribution The directional distribution of site‐generated traffic on adjacent roadways is influenced by several factors, including the following: The location of the site relative to other facilities and the roadway network, The configuration of the existing and proposed adjacent roadway network, Relative location of neighboring population centers. Within the Town of Vail, it is often easier for residents and employees to take local transit than to drive a personal vehicle and find parking. Google Maps driving directions were used to compare travel times between the site and the closest grocery store, post office, Vail Village, etc. This analysis supported the following project‐generated directional distribution: Eighty percent (80%) of site‐generated traffic will originate to/from the I‐70 interchange. Of this traffic, sixty percent (60%) was assumed to originate from the west. Twenty percent (20%) was assumed to come from the east on I‐70. Twenty percent (20%) of site‐generated traffic will originate to/from the west on the North I‐70 Frontage Road. Figure shows the project generated directional distribution. Per CDOT’s request a sensitivity analysis of alternate distribution assumptions were also reviewed assuming a 30%/70% split and 10%/90% split. Refer to Section 5.4. 4.7 Site‐Generated Traffic Assignment When the trip generation expected for this site is applied to the estimated trip distribution, the result is the anticipated assignment of trips on the roadway system. Figure depicts the traffic assignment. 4.8 Total Traffic For the short term forecasted Year 2019, the background traffic (Figure 4) added to the site‐generated traffic (Figure 7) yields the total Year 2019 traffic in Figure . Similarly, for Year 2040, background traffic (Error! Reference source not found.) is added to the site‐generated traffic (Figure ) to yield the total Year 2040 traffic in Figure . July 5, 2022 - Page 830 of 885 N Project Number:M1379 Prepared by:KJS East Vail Residential Vail, CO Figure 6: Site‐Generated Directional Distribution May 21, 2019 1 20% (0%) 80% (0%)0% (20%)0% (80%)LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements Intersections: 1. Cooley Mesa Road / Site Access 2. Cooley Mesa Road / Spring Creek Road / Eldon Wilson Road (West Airport Access) 3. Cooley Mesa Road / Buckhorn Valley Blvd. / Eldon Wilson Road (East Airport Access) 2 0% (80%)80% (0%)3 20% (0%)0% (60%)0% (20%)60% (0%)4 60% (0%)0% (20%)1 2 3 July 5, 2022 - Page 831 of 885 N Project Number: M1379 Prepared by: KJS East Vail Residential Vail, CO Figure 7: Site‐Generated Traffic Assignment May 21, 2019 1 0 / 0 1 / 3 4 / 12 3 / 211 / 90 / 0 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 11 / 9 0 / 0 0 / 0 0 / 0 0 / 0 0 / 00 / 00 / 04 / 120 / 00 / 00 / 0 3 0 / 0 0 / 0 0 / 0 0 / 0 1 / 3 8 / 73 / 20 / 00 / 03 / 90 / 00 / 0 4 0 / 0 0 / 0 3 / 9 0 / 0 0 / 0 0 / 00 / 03 / 20 / 00 / 00 / 00 / 0 1 2 3 July 5, 2022 - Page 832 of 885 N Project Number: M1379 Prepared by: KJS East Vail Residential Vail, CO Figure 8: Year 2019 Total Traffic May 21, 2019 1 55 / 132 1 / 3 4 / 12 3 / 211 / 973 / 95 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 64 / 141 2 / 0 0 / 0 3 / 5 0 / 0 0 / 00 / 00 / 075 / 1060 / 02 / 82 / 1 3 0 / 0 0 / 0 0 / 0 11 / 67 6 / 30 13 / 2253 / 1240 / 0143 / 12971 / 850 / 00 / 1 4 58 / 150 1 / 2 10 / 28 0 / 0 0 / 0 0 / 047 / 14915 / 410 / 0204 / 18636 / 290 / 0 1 2 3 July 5, 2022 - Page 833 of 885 N Project Number: M1379 Prepared by: KJS East Vail Residential Vail, CO Figure 9: Year 2040 Total Traffic May 21, 2019 1 75 / 180 1 / 3 4 / 12 3 / 211 / 9100 / 130 LEGEND : Directional Distribution = Inbound% (Outbound %) AM/PM Volumes = XX/XX VPH (in PCEs) Turning Movements 2 83 / 189 3 / 0 0 / 0 4 / 7 0 / 0 0 / 00 / 00 / 0101 / 1410 / 03 / 113 / 1 3 0 / 0 0 / 0 0 / 0 15 / 92 8 / 40 15 / 2871 / 1690 / 0195 / 17696 / 1130 / 00 / 1 4 79 / 205 1 / 2 13 / 35 0 / 0 0 / 0 0 / 064 / 20419 / 550 / 0279 / 25449 / 400 / 0 1 2 3 July 5, 2022 - Page 834 of 885 East Vail Residential Revised May 21, 2019 Page 19 5.0 Transportation Impact Analysis 5.1 Site Design and Traffic Circulation Evaluation The conceptual site plan (Figure ) depicts the site’s proposed access to the North I‐70 Frontage Road. The proposed site access is located on the northwest corner of the site and meets the minimum access spacing distance of 400 feet per Section 4.4 and Table 4‐1 of the Access Code. Internal circulation has been designed to accommodate two‐way traffic and backing motions from parking stalls. 5.2 Multi Modal Connectivity The applicant is currently working with the Town of Vail staff to determine a new bus stop location and layout at the northwest corner of the site on the frontage road. Multimodal connection details such as paths and sidewalks will be determined with Town of Vail staff as the project develops. 5.3 Auxiliary Turn Lane Requirements Turn lane storage is determined by CDOT’S State Highway Access Code. Based upon each roadway’s posted speed limits and projected Year 2040 traffic volumes, additional auxiliary turn lanes will not be required. Refer to Table 3. North I‐70 Frontage Road & Site Access: The anticipated traffic volumes at the site access do not warrant the need for construction of auxiliary turn lanes at the site access. North I‐70 Frontage Road & Big Horn Road: No additional auxiliary turn lanes are required at this intersection. I‐70 Westbound Ramps & Big Horn Road: No additional auxiliary turn lanes are required at this intersection. I‐70 Eastbound Ramps & Big Horn Road: No additional auxiliary turn lanes are required at this intersection. July 5, 2022 - Page 835 of 885 East Vail Residential Revised May 21, 2019 Page 20 Table 3: Auxiliary Turn Lane Requirements 5.4 Sensitivity Analysis A sensitivity analysis was performed for directional distribution shift of 10% in either direction of the original analysis. Based upon this analysis, there is no change in the turn lane recommendations. 5.5 Site Access Sight Distance The proposed site access to the North Frontage Road has sight distance in either direction that exceeds the 450’ requirement per Table 4‐2 of the Access Code. 5.6 State Highway Access Permit The proposed development will require a new State Highway Access Permit for the site access onto CDOT’s North I‐70 Frontage Road. AM PM AM PM AM PM AM PM AM PM EBL 25 >25 N/A N/A N/A N/A N/AN/A1313NoneNone WBR 45 >25 N/A N/A N/A N/A N/A N/A 4 11 4 11 None None EBR 25 >50 51 128 53 132 72 180 63 140 82 188 None None EBR is major movement. WBL25>253535473547NoneNone NBL 40 >25 69 91 71 94 97 129 75 105 101 140 None Yes Existing 60' NBL is maximum available distance between intersections. NBR40>50282831128311NoneNone NBL 40 >25 139 125 143 129 195 176 143 129 195 176 None Yes Existing 125' NBL is maximum available distance with back to back turn lanes to ramps. SBR 40 > 50 5 15 5 15 7 21 12 21 14 27 None None NBR 40 >50 35 28 36 29 49 40 36 29 49 40 None None SBL 40 >25 12 38 12 39 16 53 14 41 18 55 None Yes Existing 125' SBL is maximum available distance with back to back turn lanes to ramps. #IntersectionMvmt Posted Speed Limit (MPH) SHAC Trigger Volume (VPH) Year 2017 Existing Year 2019 BG Year 2040 BG Existing Turn Lane Access Code Required Turn Lane1 Trigger Year & Condition Year 2019 Total Year 2040 Total 1 North I‐70 Frontage 1Based upon State Highway Access Code requirements for an R-A roadway with posted speed of 45mph. Triggered by State Highway Access Code Volumes 2 North I‐70 Frontage Road & Big Horn Road EBL = Eastbound left, EBR = Eastbound right, WBL = Westbound left, WBR = Westbound right, NBL = Northbound left, NBR = Northbound right, SBL = Southbound left, SBR = Southbound right 3 I‐70 Westbound Ramps & Big Horn Road 4 I‐70 Eastbound Ramps & Big Horn Road July 5, 2022 - Page 836 of 885 East Vail Residential Revised May 21, 2019 Page 21 6.0 Recommendations and Conclusions The East Vail Residential project is proposing a new residential apartment complex. The development will provide both market rate housing and affordable housing to the local workforce. The purpose of this CDOT Level 2 study is to forecast and analyze the impacts of the site’s additional traffic volumes on the surrounding roadway network. This traffic analysis was scoped with both the Town of Vail and CDOT prior to completion. Site Access and Circulation: The site is proposing to take access directly from the north I‐70 Frontage Road. Sight distance meets the minimum spacing sight distance requirements per CDOT’s State Highway Access Code. Trip Generation: The buildout of the site is expected to generate a total of 290 external vehicle trips over the course of an average weekday, including 17 trips during the morning peak hour and 24 trips during the afternoon/evening peak hour. Auxiliary Turn Lane Requirements: No additional auxiliary turn lane construction is required. State Highway Access Permit: The project will require a new State Highway Access Permit for the proposed North I‐70 Frontage Road access. Transportation Recommendations: Based upon the analysis and recommendations presented in this report, the East Vail Residential Apartments are anticipated to be successfully incorporated into the Town of Vail’s roadway network. July 5, 2022 - Page 837 of 885 East Vail Residential Revised May 21, 2019 Page 22 7.0 Appendix Reference Documents 1. State Highway Access Code. State of Colorado, 2002. 2. CDOT OTIS Data. http://dtdapps.coloradodot.info/otis Included Documents 1. Scoping Form 2. 2017 Existing Traffic Counts July 5, 2022 - Page 838 of 885 Traffic Study Scoping Form Contact Information Consultant Name: Tele: E‐mail: Developer/Owner Name: Project Information (Attach proposed site plan.) Project Name: Project Location: Project Description: ITE Code #units or Size ITE Code #units or Size ITE Code #units or Size #221 143 Please attach Trip Generation Summary table for large or mixed use projects. Assumptions Study Horizons Current Year:2018 Buildout Year:2019 Long Term Year:2040 North: South: East: West: 1. All site entrances 6. 2.North Frontage Rd & Big Horn 7. 3.Big Horn & I-70 Westbound Ramps 8. 4.Big Horn & I-70 Eastbound Ramps 9. 5. 10. Trip Distribution See attached sketch. Trip Reductions*Internal Capture Use:0 % Pass By Use:0 % Multi‐ Modal Use:25 % Use: % Page 1 of 2 *Include in Trip Generation table if provided. Submit calculations based upon ITE's Trip Generation Handbook. Site Access McDowell Engineering 970-623-0788 kari@mcdowelleng.com Triumph Development North Frontage Road East Vail Residential 3700 North Frontage Road West, Vail. Parcel # 2101-024-03-001 I-70 Eastbound Ramps Existing / Proposed Land Uses Existing / Proposed Land Uses Big Horn Road Application type (rezoning, subdivision), acreage, new or re‐ development, etc. Study Area Boundaries (Attach map if needed.) Intersections to be Evaluated (Attach map if needed.) Existing / Proposed Land Uses Apartments July 5, 2022 - Page 839 of 885 McDowell Engineering Traffic Study Scoping Form Assumptions (continued) Study Time Periods AM (7‐9) PM (4‐6) SAT (noon) Other: Other Factors Synchro Issues HCS (Check all that apply.)aaSidra or Rodel Intersections Roadway Sections Signal Warrants Safety/Sight Distance Queuing & Storage CDOT (Access Permit, etc.) Identify Bicycle, Pedestrian & Transit Accommodations TDM Neighborhood Impacts Other: Attachments, Notes, & Other Assumptions: Signed: Review Agency: (Applicant or Consultant) Department: Print Name: Signed: (Applicant or Consultant) Print Name: Date: Date: Page 2 of 2 Kari McDowell Schroeder, PE, PTOE 11/13/2018 Analysis Methods & Anticipated Future Traffic Growth Rates (Describe methodology.) (Check all that apply.) (Proposed/assumed transportation improvements, other studies, nearby proposed developments, etc.) Counts were collected in December 2017 with direction from the Town of Vail and CDOT. Based upon historic data… July 5, 2022 - Page 840 of 885 10-20% on N. Frontage Rd.10%70-80% on I-70July 5, 2022 - Page 841 of 885 Intersection: N. FRONTAGE RD & LIONS RIDGE APARTMENT COMPLEXLocation: VAIL, COLORADOTraffic Data Collection Date: SATURDAY, DECEMBER 1, 2018Weather: SNOWINGCar Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik CarTrk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car TrkBus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped BikSWLSWRNELNERSELSERNWLNWR7:00 AM0000014421100000 0000014420000000 000000000000000 30000000 0 0000007:15 AM1000026212000000 0000021210020000 000000000000000 30000000 0 0100007:30 AM0000024410000000 0000015220000000 000000000000000 30000000 0 0100007:45 AM1000035420000000 0000037420010000 000000000000000 00000000 0 0200008:00 AM1001031510000000 0000020212010000 000000000000000 10000000 0 0100108:15 AM2001031210000000 0000028320000000 000000000000000 40030000 0 0000208:30 AM0001047325000000 0000027310020000 000000000000000 60000000 0 0400408:45 AM0001054210000000 0000038310000000 000000000000000 00010000 0 000030Overall Intersection: (8:00 ‐ 9:00AM)Total 50040262261181000000000020023122060000 000000000000000 200040000 0 0900100Peak Hour Total300401631255000000000001131152030000 000000000000000 110040000 0 0500100Peak Hour Total 3 vph 4 pph 180 vph 5 pph 0 vph 0 pph 0 vph 0 pph 129 vph 2 pph 3 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 11 vph 4 pph 0 vph 0 pph 5 vph 10 pphAccess Movements Only: (8:00 ‐ 9:00AM)Total 5004060000200040 900100Peak Hour Total3004030000110040 500100Peak Hour Total 3 vph 4 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 3 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 11 vph 4 pph 0 vph 0 pph 5 vph 10 pphvphpphpph%Peak Hour Data (Cars & Trucks) Peak Hour Pedestrian Data Peak Hour Bicycle DataN Frontage RdN Frontage RdN/ALions Ridge Apt ComplexTimeLeft Thru Right Left Thru Right Left ThruEastboundWestboundNorthboundSouthboundRight Left Thru RightTotal Peak Hour Vehicle Traffic at Intersection 331Peak Hour Factor 0.85Total Peak Hour Peds/Bikes at Intersection 25Total Peak Hour Traffic (All Modes) at Intersection 356Percentage Peak Hour Trucks at Intersection 6.50180303501100012954004002000000000000July 5, 2022 - Page 842 of 885 Intersection: N. FRONTAGE RD & LIONS RIDGE APARTMENT COMPLEXLocation: VAIL, COLORADOTraffic Data Collection Date: SATURDAY, DECEMBER 1, 2018Weather: SNOWINGCar Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik CarTrk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car TrkBus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik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verall Intersection: (3:00 ‐ 4:00PM)Total 2800170471432011000000000001089 56 34 5 2 40 0 0 10 1000000000000000 291030000 0 0220090Peak Hour Total11009014215710000000000046517131290041 000000000000000 100000000 0 060030Peak Hour Total 11 vph 9 pph 164 vph 1 pph 0 vph 0 pph 0 vph 0 pph 495 vph 3 pph 9 vph 5 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 10 vph 0 pph 0 vph 0 pph 6 vph 3 pphAccess Movements Only: (3:15 ‐ 4:15PM)Total 28 0 0 17 040 0 0 10 1291030 220090Peak Hour Total10008011001190000 90050Peak Hour Total 10 vph 8 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 11 vph 2 pph 0 vph 0 pph 0 vph 0pph 0 vph 0 pph 9 vph 0 pph 0 vph 0 pph 9 vph 5 pphvphpphpph%Peak Hour Data (Cars & Trucks) Peak Hour Pedestrian Data Peak Hour Bicycle DataThru RightTotal Peak Hour Vehicle Traffic at Intersection 695Peak Hour Factor 0.82Total Peak Hour Peds/Bikes at Intersection 21Total Peak Hour Traffic (All Modes) at Intersection 716Percentage Peak Hour Trucks at Intersection 4.5TimeLeft Thru Right Left N Frontage RdN Frontage RdN/ALions Ridge Apt ComplexThru Right Left ThruEastboundWestboundNorthboundSouthboundRight Left 01641109601000049519000001000010000002July 5, 2022 - Page 843 of 885 Intersection: N. FRONTAGE RD & TIMBER RIDGE APARTMENT COMPLEXLocation: VAIL, COLORADOTraffic Data Collection Date: SATURDAY, DECEMBER 1, 2018Weather: SNOWINGCar Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik CarTrk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car TrkBus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped BikSWLSWRNELNERSELSERNWLNWR7:00 AM0000014420100000 0000014420000000 000000000000000 00040000 0 0100007:15 AM1000026210000000 0000020210000000 000000000000000 10070000 0 0300007:30 AM3000021410000000 0000016220000000 000000000000000 10030000 0 0400007:45 AM1000032420000000 0000039420000000 000000000000000 400110000 0 0100008:00 AM1000027510000000 0000021210000000 000000000000000 100120000 0 0300008:15 AM2000034211000000 0000027221010000 000000000000000 100140000 0 0400108:30 AM1000042320000000 0000031310000000 000000000000000 10010000 0 0200008:45 AM2000054210000000 0000037310010000 000000000000000 00050000 0 020000Overall Intersection: (8:00 ‐ 9:00AM)Total 110000250261111000000000020522121020000 000000000000000 900570000 0 0200010Peak Hour Total600001571251000000000001161051020000 000000000000000 300320000 0 0110010Peak Hour Total 6 vph 0 pph 174 vph 1 pph 0 vph 0 pph 0 vph 0 pph 131 vph 1 pph 2 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 3 vph 32 pph 0 vph 0 pph 11 vph 1 pphAccess Movements Only: (8:00 ‐ 9:00AM)Total 11000020000900570 200010Peak Hour Total6000020000300320 110010Peak Hour Total 6 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 2 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 3 vph 32 pph 0 vph 0 pph 11 vph 1 pphvphpphpph%Peak Hour Data (Cars & Trucks) Peak Hour Pedestrian Data Peak Hour Bicycle DataThru RightTotal Peak Hour Vehicle Traffic at Intersection 327Peak Hour Factor 0.84Total Peak Hour Peds/Bikes at Intersection 35Total Peak Hour Traffic (All Modes) at Intersection 362Percentage Peak Hour Trucks at Intersection 6.1TimeLeft Thru Right Left N Frontage RdN Frontage RdN/A Timber Ridge Apt ComplexThru Right Left ThruEastboundWestboundNorthboundSouthboundRight Left 01746021103000131100032001000000000000July 5, 2022 - Page 844 of 885 Intersection: N. FRONTAGE RD & TIMBER RIDGE APARTMENT COMPLEXLocation: VAIL, COLORADOTraffic Data Collection Date: SATURDAY, DECEMBER 1, 2018Weather: SNOWINGCar Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik CarTrk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car TrkBus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik Car Trk Bus Ped Bik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verall Intersection: (3:15 ‐ 4:15PM)Total 28100048341206000000000001104 53 33 3 2 17 1 0 73 0000000000000000 1619000000 0 0243000Peak Hour Total71000153147100000000000450161302900190 000000000000000 65000000 0 050000Peak Hour Total 8 vph 0 pph 174 vph 1 pph 0 vph 0 pph 0 vph 0 pph 479 vph 2 pph 9 vph 19 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 11 vph 0 pph 0 vph 0 pph 5 vph 0 pphAccess Movements Only: (3:15 ‐ 4:15PM)Total 28100017 1 0 73 01619000 243000Peak Hour Total7100090019065000 50000Peak Hour Total 8 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 9 vph 19 pph 0 vph 0 pph 0 vph 0 pph 0 vph 0 pph 11 vph 0 pph 0 vph 0 pph 5 vph 0 pphvphpphpph%Peak Hour Data (Cars & Trucks) Peak Hour Pedestrian Data Peak Hour Bicycle DataN Frontage RdN Frontage RdN/A Timber Ridge Apt ComplexThru Right Left ThruEastboundWestboundNorthboundSouthboundRight Left Peak Hour Factor 0.82Total Peak Hour Peds/Bikes at Intersection 22Total Peak Hour Traffic (All Modes) at Intersection 708Percentage Peak Hour Trucks at Intersection 5.1Thru RightTotal Peak Hour Vehicle Traffic at Intersection 686TimeLeft Thru Right Left 0174809501100047910000000000000000002July 5, 2022 - Page 845 of 885 TO: Planning and Environmental Commission FROM: Community Development Department DATE: August 12, 2019 SUBJECT: A request for the review of a Development Plan, pursuant to Section 12-6I-11, Development Plan Required, Vail Town Code, for a new housing development located at 3700 North Frontage Road East/Lot 1, East Vail Workforce Housing Subdivision (“Booth Heights Neighborhood”), and setting forth details in regard thereto. (PEC19-0018) Applicant: Triumph Development Property Owner: Vail Corporation Planner: Chris Neubecker I. SUMMARY Triumph Development has submitted an application for the development of the East Vail “Booth Heights Neighborhood”, located at 3700 N. Frontage Road East, near the East Vail I-70 Interchange (Exit 180). The Development Plan proposes the construction of 73 residential units, including 61 units of deed-restricted employee housing units (EHUs), (42 EHUs in 3 multi-family apartment buildings, and 19 EHUs in townhomes), plus 12 unrestricted townhomes. A separate application for a Conditional Use Permit to allow for 30% of the Gross Residential Floor Area (GRFA) on this site to be constructed as Dwelling Units (not employee housing units) has also been submitted. (Please see the staff memo on PEC19-0019 for more information.) II. DESCRIPTION OF REQUEST The applicant, Triumph Development, proposes to develop the Booth Heights Neighborhood, located at 3700 N. Frontage Road East, near the East Vail I-70 Interchange (Exit 180). The Development Plan proposes the construction of 73 residential units, including 61 employee housing units (EHUs): • 42 multi-family deed-restricted employee housing units (EHUs) 1 July 5, 2022 - Page 846 of 885 • 19 deed-restricted employee housing unit townhomes (EHUs) • 12 unrestricted townhomes Wildlife Mitigation Plan Along with the proposed development, the applicant has submitted an Environmental Impact Report (EIR) (see Attachment I) that identifies the effects of the project on the natural environment, and is proposing a Wildlife Mitigation Plan (see Attachment J) in an effort to offset these impacts. Key elements of the proposed Wildlife Mitigation Plan include: • Project timing to avoid the most disruptive construction outdoors during winter range period (November 15 – June 1) • Clustering development to reduce the footprint of the buildings and parking • No sizeable internal parks to minimize development footprint • Prohibition on construction of trails • Prohibition on dogs in the multi-family building, and requiring small enclosed fenced areas for townhome owners with dogs • Prohibition on operation of drones • Resident education on wildlife issues, and best management practices to reduce impacts to wildlife • Penalties for non-compliance with neighborhood covenant restrictions In order to ensure a thorough review of the Development Plan and Wildlife Mitigation Plan, the Town of Vail has consulted with Colorado Parks and Wildlife (CPW) and three independent wildlife biologists: Rick Kahn, Gene Byrne and Melanie Woolever for review. The wildlife biologists and CPW staff met to discuss this proposed development on July 26, 2019 and August 5, 2019, and have developed a list of recommendations (See Attachment R). Recommendations of Wildlife Biologists A summary of the wildlife biologists’ recommendations (see Attachment R) for this site is below: On Site Mitigation (5.4 Acres of Housing, and 17.9 acres of NAP) High Importance • Obtain a conservation easement on 17.9-acre NAP parcel providing for general wildlife habitat protection. • Move the bus stop, including the pedestrian access route, to the east end of the property. • Prohibit trails and access to the 17.9 acre NAP parcel, Town of Vail lands to the 2 July 5, 2022 - Page 847 of 885 west, and US Forest Service lands to the north and east, with cooperative year-round area closures. • Provide a buffer zone along the Pitkin Creek trail to protect bighorn sheep winter range, if any vegetation work is done on the NAP parcel. • Schedule dirt work and other heavy earthwork and utilities for summer-time months while also avoiding peregrine falcon conflicts from June 1 to Nov. 15. These dates could be modified if new information from Colorado Parks and Wildlife is obtained regarding bighorn sheep use. • Use rigorous enforcement and signage rather than a fence on the rock berm. A fence could be added if Colorado Parks and Wildlife indicates that the need has arisen. • Revegetate the rockfall berm area with grasses and shrubs that will provide bighorn sheep winter forage. • Open a migration corridor on the west side of the rock berm area that will allow bighorn sheep to access the rock berm. • Ban dogs, domestic sheep and domestic goats from the development area. Medium Importance • Consider reducing the number of units in the development. Lower Importance • Open the forest canopy on the NAP parcel using a shelter wood cut, stacking and burning, prescribed fire or other workable solutions to benefit deer, elk and other some other wildlife species. • Remove jackstraw trees on the NAP parcel to benefit deer and elk using the area. Off-Site Mitigation (Town of Vail and US Forest Service Land) High Importance • Establish a Colorado Wildlife Habitat Enhancement Special District (C.R.S. Title 32) to fund wildlife habitat projects. • Establish a mitigation fund for enhancement and protection of bighorn sheep habitat. • Immediately help fund a bighorn sheep movement study in cooperation with CPW, USFS and the proponent to determine how sheep are using the Booth Creek areas, including the use of GPS collars. • Focus treatments and habitat enhancements around prime bighorn sheep ranges, e.g. Booth Creek cliffs on the east and west sides of Booth Creek on both Town of Vail and US Forest Service habitat. • Burn or cut, stack and burn to open-up aspen woodlands. Burning will be most effective and cheapest alternative. Both options should be used to ensure 3 July 5, 2022 - Page 848 of 885 prescribed fire safety. • Treat burn areas with herbicide effective in preventing native vegetation from being replaced by cheat grass and other noxious weeds post-burn. • Investigate methodologies to allow for prescribed fire. Hotter fires will likely be more effective in achieving bighorn sheep habitat improvement in this area. It is expected that this will require public/private partnerships. • Prohibit bike paths and sidewalks along the frontage road in the Booth Creek area. In the event sidewalks are allowed, close them during the winter to facilitate bighorn sheep use of the area.. • Work with US Forest Service and Town of Vail to set up a winter closure in the Booth Creek area to prevent human recreation use. • Work with US Forest Service to prohibit dogs year-round in the Booth Creek area. Medium Importance • Remove jackstraw timber. Burning would be most effective and cheapest, but there may be a need to cut, stack and burn some areas to establish adequate fire lines. • Cut and maintain migration corridors as suggested in the 1998 US Forest Service habitat plan. • Consider fertilization of habitat areas. Fertilization will be an ongoing project if the desired vegetation response is necessary in the long-term. Lower Importance • Consider using salt or other supplements to keep bighorn sheep away from the frontage road and I-70. • Encourage Colorado Parks and Wildlife (CPW) to update current CPW wildlife maps to reflect the current distribution and use patterns. However, if the study is not done, CPW should update the maps to the best of their ability. Plan Revisions Since July 22, 2019 The applicant has made changes to the development plan and wildlife mitigation plan in response to concerns raised by the wildlife biologists and CPW staff. The primary changes include: • Proposal to place the 17.9 acre NAP parcel in a conservation easement, or similar protection status (such as dedication to the Town of Vail) • Remove the fence at the south side of the berm • Added a prohibition on short term rentals • Reduce habitat treatment on the 17.9 acre NAP parcel to pruning overgrown shrubs to improve winter elk foraging habitat. On the recommendation of the wildlife biologists, the applicant proposes to partner with the Town of Vail and the 4 July 5, 2022 - Page 849 of 885 U.S. Forest Service for off-site habitat treatments that the biologists believe to have greater benefits to the bighorn sheep than the 17.9 acre NAP parcel. • Proposed contribution of $50,000 as seed money for off-site wildlife mitigation efforts Other project changes since July 22, 2019 include: • Revised the GRFA of the proposed development to ensure that the deed- restricted units equal or exceed 70% of the total GRFA of the site. • Changed the location and design of the bus stop based on feedback from the PEC and Town of Vail Public Works Department. • Modified the design of the trash dumpster enclosure. • Proposed 15 additional parking spaces for the multi-family building. • Provided additional detail on the architecture on the proposed buildings. • Revised the floor plans of the multi-family building to provide more enclosed common space and more storage. • Revised the architecture of the 42-unit multi-family building to provide more variety to the roof and to add stucco to the base. • Changed the garage doors on the EHU townhomes to match the garage doors of the unrestricted townhomes. • Showed locations for solar panels on 42-unit multi-family building. Buildings will be pre-wired for solar panel installations. • Revised the landscaping plan to preserve existing trees to act as buffer on south side of proposed development. • Provided updated information on the traffic report from Traffic Engineer. III. REVIEW SCHEDULE The review of the Booth Heights Neighborhood Development Plan has been presented at three (3) public hearings to date. Meeting #4 on August 12, 2019 will focus on the following topics: • Recommendations of Wildlife Biologists • Plan revisions since meeting #3 • Subdivision Plan • Phasing Plan • Implementation of Developer Commitments IV. APPLICABLE PLANNING DOCUMENTS 12-6I-13: DEVELOPMENT STANDARDS/CRITERIA FOR EVALUATION: The following criteria shall be used as the principal means for evaluating a proposed development plan. It shall be the burden of the Applicant to 5 July 5, 2022 - Page 850 of 885 demonstrate that the proposed Development Plan complies with all applicable design criteria. A. Building design with respect to architecture, character, scale, massing and orientation is compatible with the site, adjacent properties and the surrounding neighborhood. B. Buildings, improvements, uses and activities are designed and located to produce a functional Development Plan responsive to the site, the surrounding neighborhood and uses, and the community as a whole. C. Open space and landscaping are both functional and aesthetic, are designed to preserve and enhance the natural features of the site, maximize opportunities for access and use by the public, provide adequate buffering between the proposed uses and surrounding properties, and, when possible, are integrated with existing open space and recreation areas. D. A pedestrian and vehicular circulation system is designed to provide safe, efficient and aesthetically pleasing circulation to the site and throughout the development. E. Environmental impacts resulting from the proposal have been identified in the project's environmental impact report, if not waived, and all necessary mitigating measures are implemented as a part of the proposed development plan. F. Compliance with the Vail comprehensive plan and other applicable plans. (Ord. 29(2005) § 23: Ord. 19(2001) § 2: Ord. 3(2001) § 2) CHAPTER 12 – ENVIRONMENTAL IMPACT REPORTS 12-12-1: PURPOSE: Submission and review of an environmental impact report on any private development proposal or public project which may affect to any significant degree the quality of the environment in the town or in surrounding areas is required to achieve the following objectives: A. Availability of Information: To ensure that complete information on the environmental effects of the proposed project is available to the town council, the planning and environmental commission, and the general public. B. Environmental Protection a Criterion: To ensure that long term protection of the environment is a guiding criterion in project planning, and that land use and development decisions, both public and private, take into account the relative merits of possible alternative actions. 6 July 5, 2022 - Page 851 of 885 C. Review and Evaluation Procedure: To provide procedures for local review and evaluation of the environmental effects of proposed projects prior to granting of permits or other authorizations for commencement of development. D. Avoid Geologic Hazard Areas: To ensure that buildings are not constructed in geologic hazard areas, by way of illustration, floodplains, avalanche paths, rockfall areas, where such hazard cannot practically be mitigated to the satisfaction of the planning and environmental commission and the town council. E. Protect Water Quality: To ensure that the quality of surface water and ground water within the town will be protected from adverse impacts and/or degradation due to construction activities. (Ord. 29(2005) § 31: Ord. 37(1980) § 10: Ord. 19(1976) § 14: Ord. 8(1973) § 16.100) 12-12-2: APPLICABILITY: An environmental impact report shall be submitted to the administrator for any project for which such a report is required by federal or state law, or for any project which the administrator determines may significantly change the environment, either during construction or on a continuing basis, in one or more of the following respects: A. Alters an ecological unit or land form, such as a ridgeline, saddle, draw, ravine, hillside, cliff, slope, creek, marsh, watercourse, or other natural landform feature. B. Directly or indirectly affects a wildlife habitat, feeding, or nesting ground. C. Alters or removes native grasses, trees, shrubs, or other vegetative cover. D. Affects the appearance or character of a significant scenic area or resource, or involves buildings or other structures that are of a size, bulk, or scale that would be in marked contrast to natural or existing urban features. E. Potentially results in avalanche, landslide, siltation, settlement, flood, or other land form change or hazard to health and safety. F. Discharges toxic or thermally abnormal substances, or involves use of herbicides or pesticides, or emits smoke, gas, steam, dust, or other particulate matter. G. Involves any process which results in odor that may be objectionable or damaging. 7 July 5, 2022 - Page 852 of 885 H. Requires any waste treatment, cooling, or settlement pond, or requires transportation of solid or liquid wastes to a treatment or disposal site. I. Discharges significant volumes of solid or liquid wastes. J. Has the potential to strain the capacity of existing or planned sewage disposal, storm drainage, or other utility systems. K. Involves any process which generates noise that may be offensive or damaging. L. Either displaces significant numbers of people or results in a significant increase in population. M. Preempts a site with potential recreational or open space value. N. Alters local traffic patterns or causes a significant increase in traffic volume or transit service needs. O. Is a part of a larger project which, at any future stage, may involve any of the impacts listed in this section. (Ord. 29(2005) § 31: Ord. 8(1973) § 16.200) 12-12-3: EXEMPT PROJECTS: An environmental impact report shall not be required for the following projects: A. Alteration, repair and maintenance of existing structures and site improvements. B. A phase of a project for which an environmental impact report previously was submitted and reviewed covering the entire project, provided that the project was approved and not subsequently altered. C. A project which, on the basis of a preliminary environmental assessment covering each of the factors prescribed in section 12-12-2 of this chapter is found to have an insignificant impact on the environment. The preliminary environmental assessment and the finding on environmental impact shall be made by the administrator. (Ord. 29(2005) § 31: Ord. 8(1973) § 16.300) 12-12-4: STUDIES AND DATA REQUIRED: A. Range Of Studies: The environmental impact report shall be based on systematic studies conducted by the town staff or by professional consultants, as determined by the administrator. The environmental impact report on a public project may be prepared by the responsible public agency or by professional consultants it engages. The range of studies needed to develop the technical 8 July 5, 2022 - Page 853 of 885 data for an environmental impact report includes the following natural systems and other studies: 1. Hydrologic conditions, such as surface drainage and watershed characteristics, ground water and soil permeability characteristics, natural water features and characteristics, and any potential changes or impacts. 2. Atmospheric conditions, such as airshed characteristics, potential emissions, and any potential changes or impacts. 3. Geologic conditions, such as landforms, slope, soil characteristics, potential hazards, and any potential changes or impacts. 4. Biotic conditions, such as vegetative characteristics, wildlife habitats, and any potential changes or impacts. 5. Other environmental conditions, such as noise levels and odor characteristics, and any potential changes or impacts. 6. Visual conditions, such as views and scenic values, and any potential changes, impacts, or marked contrasts. 7. Land use conditions, such as characteristics of uses, compatibility with officially approved land use and open space policies and objectives, and potential changes or impacts. 8. Circulation and transportation conditions, such as volumes and traffic flow patterns, transit service needs, alternative transit systems, and potential changes or impacts. 9. Population characteristics, such as residential densities, neighborhood patterns, potential displacement of residents or businesses, and potential changes or impacts. B. Summarization: The environmental impact report shall summarize the findings and recommendations of the technical and other supporting studies in terms that can be assessed and evaluated by town officials and the general public. Technical data shall be submitted as supporting documentation. Technical data prepared as a part of any other procedure or requirement of this chapter, or of any other ordinance or federal, state or town regulation, also may be used to support an environmental impact report. (Ord. 29(2005) § 31: Ord. 8(1973) § 16.401) 12-12-5: REPORT CONTENTS: A. Information And Analysis: The environmental impact report shall contain information and analysis, in sufficient detail and adequately supported by technical studies, to enable the town council to judge the environmental impact of the project and to judge measures proposed to reduce or negate any harmful impacts. B. General Statement; Descriptive Materials: The environmental impact report shall include a general statement, describing the proposed project and its purpose, identifying the owner and/or sponsors, and, if a public project, 9 July 5, 2022 - Page 854 of 885 identifying the funding source and time schedule. Descriptive materials, maps, and plans shall be submitted showing the following information: 1. Project boundaries and boundaries of the area within which environmental impact is likely to be significant. 2. Present and proposed uses of the site. 3. Present and proposed zoning of the site. 4. Quantitative information relative to the project, such as site area, numbers of residential units, proposed height and bulk of buildings, building floor area in square feet, and such other data as will contribute to a clear understanding of the scale of the project. 5. A list of regulatory or review agencies and the specific regulations to which the project will be subject. 6. Copies of subdivision maps, development plans, or other pertinent documents illustrating the proposed project. 7. Proximity to water bodies, the distance from the centerline of live creeks or streams to any proposed structural development within the project: 8. Soil types based upon the National Cooperative Soil Survey, USDA, Soil Conservation Service and interpretations of soil types, vegetation shall be described and three (3) masses shown. C. Environmental Inventory: The environmental impact report shall include an environmental inventory, providing complete information on the environmental setting existing prior to the proposed project and containing sufficient information to permit independent evaluation by reviewers of factors that could be affected by the proposed project. The environmental inventory shall include maps, photographs, or other appropriate illustrative material. D. Categorized By Impact Type: Areas categorized according to type of possible impact shall be identified. The environmental inventory shall describe both the physical and biological natural setting, and the manmade setting of the site and its surroundings. E. Analysis: The environmental impact report shall include a comprehensive, qualitative and quantitative analysis of any significant impact that the proposed project will have on the environment. The analysis shall describe temporary effects that will prevail during construction, and long term effects that will prevail after completion. The analysis shall describe both beneficial effects and detrimental effects. The analysis shall consider primary effects and secondary effects which will result from the project. The analysis portion of the environmental impact report shall fully assess the following items: 1. Adverse effects which cannot be avoided if the proposal is implemented. 2. Mitigation measures proposed to minimize the impact, including water quality, erosion control and revegetation measures. 3. Possible alternatives to the proposed action. 4. Relationships between short term and long term uses of the environment. 10 July 5, 2022 - Page 855 of 885 5. Irreversible environmental changes resulting from implementation of the proposal. 6. Growth inducing impacts of the project. (Ord. 29(2005) § 31: Ord. 37(1980) § 10: Ord. 8(1973) § 16.402) 12-12-6: REPORT; ADDITIONAL MATERIAL: The administrator may further prescribe the form and content of an environmental impact report, setting forth in greater detail the factors to be considered and the manner in which the report shall be prepared, and may require submission of information in addition to that required by section 12-12-5 of this chapter. (Ord. 29(2005) § 31: Ord. 8(1973) § 16.403) 12-12-7: TIME SCHEDULE: The environmental impact report required under this chapter shall be prepared within thirty (30) days of the date that plans are submitted for design review as prescribed in sections 12-12-4 through 12-12-6 of this chapter, subject to extension of the time period to a maximum of ninety (90) days by the planning and environmental commission. The time period may be extended to a maximum of one hundred eighty (180) days if seasonal conditions prevent a comprehensive analysis. (Ord. 29(2005) § 31: Ord. 16(1978) § 2(a): Ord. 8(1973) § 16.404) 12-12-8: FEE: In the event that the town engages professional consultants to prepare an environmental impact report, the cost shall be paid by the sponsor of the project. The sponsor may be required to deposit a fixed sum in advance to cover the cost of the report, with the unexpended balance returnable to the sponsor. (Ord. 29(2005) § 31: Ord. 8(1973) § 16.405) 12-12-9: SUBMISSION OF REPORT TO OFFICIALS: The environmental impact report shall be submitted to the administrator. The administrator shall prescribe the number of copies to be submitted. The administrator shall notify the town council, the planning and environmental commission, and the design review board of receipt of an environmental impact report, and shall transmit copies of the report upon request. Environmental impact reports shall be available for public review in the offices of the town. (Ord. 29(2005) § 31: Ord. 8(1973) § 16.501) 12-12-10: TIME LIMIT; SUPPLEMENTARY INFORMATION: A. Time Limit: The planning and environmental commission shall review the report within thirty (30) days of submission subject to an extension of the time 11 July 5, 2022 - Page 856 of 885 period thirty (30) additional days in order to obtain additional information from the town staff, from the sponsor of the project, or the author of any portion of the report. B. Supplementary Data: The commission may receive additional statements or supporting materials from the sponsor of a project, from the town staff, from professional consultants, or from others. Such additional materials may be considered as supplementary or amendatory to the environmental impact report. (Ord. 29(2005) § 31: Ord. 16(1978) § 2(b): Ord. 8(1973) § 16.502) 12-12-11: ACTION BY COMMISSION: A. Criteria For Decision: Following review of the environmental impact report, the planning and environmental commission shall approve, disapprove, or request changes in the project in writing. The planning and environmental commission shall approve the project unless it finds that either the project will have significant long term adverse effects on the environment with respect to the natural systems or other factors studied as prescribed in section 12-12-4 of this chapter or the project will have short term adverse effects on the environment so detrimental that public health, safety or welfare considerations preclude approval of the project. In the case of either finding, if changes in the project are feasible which ameliorate or avoid the adverse effects on the environment sufficiently to permit approval of the project, the planning and environmental commission, in writing, shall describe those changes and request those changes be made. If the planning and environmental commission determines that the changes are not feasible, it shall disapprove the project in writing, describing the adverse effects on the environment, the significance of the effects either to the natural systems or other factors studied as prescribed in section 12-12-4 of this chapter or to the public health, safety or welfare and the planning and environmental commission's reasons for concluding that no changes in the project are feasible to ameliorate or avoid those effects. B. Design Changes Require Resubmission To Design Review Board: If the planning and environmental commission requests any changes in the project which would alter the design of the project previously approved by the design review board, and the sponsor of the project makes those changes, the revised design shall be resubmitted to the design review board for its approval unless the planning and environmental commission waives this requirement. (Ord. 29(2005) § 31: Ord. 16(1978) § 2(b): Ord. 8(1973) § 16.503) 12-12-12: PERMIT ISSUANCE: A. Conformance To Environmental Impact Report: Upon approval of the project, applicable permits may be issued and the project may proceed, subject to such additional requirements, permits, or authorizations as may be required by this title and by other applicable ordinances or regulations of the town. No permits 12 July 5, 2022 - Page 857 of 885 shall be issued and no authorizations shall be granted which would allow a project to proceed in the event that the planning and environmental commission does not grant approval of the environmental impact report after review. No permits shall be issued and no authorizations shall be granted for any project which does not conform substantially to the description of the project contained in the environmental impact report. B. Exception: This section shall not apply to a project for which an environmental impact report is not required, as prescribed in section 12-12-3 of this chapter. (Ord. 29(2005) § 31: Ord. 16(1978) § 2(b): Ord. 8(1973) § 16.504) V. ZONING ANALYSIS Address: 3700 N. Frontage Road E. Legal Description: Lot 1, East Vail Workforce Housing Subdivision Lot Area: 5.397 acres / (235,093 sq. ft.) Zoning: Housing District Land Use Designation: Open Space Development Standard Required Proposed Lot Size Prescribed by PEC 5.397 acres or 235,036 sq. ft. Buildable Area Prescribed by PEC 3.65 acres or 158,836 sq. ft. (67% of site) Minimum Setbacks 20’ feet from perimeter of the zone district All structures 20’ from the perimeter of the zone district Maximum Height Prescribed by PEC Multi-family: 60’ Townhomes: 44.5’ Maximum Dwelling units/acre Prescribed by PEC 73 units (20 du/buildable acre) GRFA Prescribed by PEC Up to 76,200 sq. ft. (Current plans = 75,705 sq. ft.) Site coverage maximum 129,270 sq. ft. or 55% Up to 39,500 sq. ft. or 16.4% (Current plans = 38,478 sq. ft.) Minimum Landscaping 70,511 sq. ft. or 30% 125,694 sq. ft. or 53.5% Snow Storage 17,385 30% 21,225 sq. ft. or 36.6% Required Parking 146 spaces total 84 spaces (Multi-family) 62 spaces (Townhomes) 156 spaces total 60 spaces (Multi-family) 96 spaces (Townhomes) 13 July 5, 2022 - Page 858 of 885 Parking Program At the last meeting on this application, some PEC members expressed a need for more parking for the 42-unit multi-family building. The applicant has revised the parking plan to show 15 additional parking spaces. As a result, there are now 60 spaces proposed for the multi-family building. Section 12-6I-8, Vail Town Code, allows the PEC to approve a parking plan with reduced parking in the Housing (H) district when the applicant can demonstrate that fewer parking spaces will be needed. Below is the proposed parking for this development: Use Type Unit Count Parking Rate Parking Required Parking Proposed Multi-Family 500 – 2,000 sq. ft. 42 2 per unit 84 spaces 60 (1.42 / unit) Townhomes 500 – 2,000 sq. ft. 31 2 per unit 62 spaces 96 (3.09 / unit) TOTAL 146 156 For comparison, similar multi-family style deed-restricted employee housing units have been approved with the following parking for their residents: Use Type Unit Count Parking Proposed Parking Rate (per multi-family unit) Solar Vail 65 34 0.52 First Chair 32 32 1.0 Lions Ridge 113 153 1.35 Timber Ridge 54 46 0.82 Booth Heights MF 42 60 1.42 The Housing (H) zone district allows the PEC to modify the parking requirements during the review of a development plan. Please see the discussion on parking management in the Applicant Narrative (Attachment B) for additional detail. 12-6I-8: PARKING AND LOADING: (in part) At the discretion of the planning and environmental commission, variations to the parking standards outlined in chapter 10 of this title may be approved during the review of a Development Plan subject to a parking management plan. The parking management plan shall be approved by the planning and environmental commission and shall provide for a reduction in the parking requirements based on a demonstrated need for fewer parking spaces than chapter 10 of this title would require. For example, a demonstrated need for a reduction in the required parking could include: 14 July 5, 2022 - Page 859 of 885 A. Proximity or availability of alternative modes of transportation including, but not limited to, public transit or shuttle services. B. A limitation placed in the deed restrictions limiting the number of cars for each unit. C. A demonstrated permanent program including, but not limited to, rideshare programs, carshare programs, shuttle service, or staggered work shifts. (Ord. 19(2001) § 2: Ord. 3(2001) § 2) A reduction in the parking requirement for employee housing developments is specifically listed in the Vail 20/20 Focus on the Future – Strategic Action Plan as a strategy for supporting the development of workforce housing. • Research parking requirements for employee housing and consider reducing requirements for employee housing developments. VI. ENVIRONMENTAL IMPACT REPORT The applicant has submitted an Environmental Impact Report (EIR) prepared by Western Ecological Resources, Inc. (See Attachment I) The EIR includes an analysis of environmental aspects of the development site as required by the Vail Town Code, including: hydrology; atmospheric conditions; geology and hazards; biotic conditions; soils; vegetation resources; wildlife resources; noise; odors; visual resources; land use; circulation and transportation; and population. The primary environmental impacts identified in the EIR for this site include: wildlife resources, wetlands, geology, and removal of vegetation. The report indicates that site contains no federally listed species that are threatened, endangered or proposed for listing. The EIR indicates that the proposed development could impact the habitat of the bighorn sheep, elk, mule deer and black bear. No changes have been made to the Environmental Impact Report since the last meeting. VII. WILDLIFE MITIGATION PLAN A Wildlife Mitigation Plan has been prepared by Rick Thompson, Certified Wildlife Biologist with Western Ecosystems, Inc. and submitted by the applicant (Attachment J). The Town of Vail’s wildlife consultants and Colorado Parks and Wildlife have reviewed the proposed mitigation plan, and have made recommendations on how the mitigation plan can be enhanced to improve the habitat and health of the sheep. The purpose of the Wildlife Mitigation Plan is to recommend site design features and management activities that can help to reduce the impacts to wildlife, and to minimize 15 July 5, 2022 - Page 860 of 885 the impacts of the proposed development through the creation of improved habitat and foraging areas. Project Design Design features of the proposed development, as recommended by the applicant’s wildlife biologist to reduce potential impacts, include: • Clustering of the development • No upper level decks facing the wildlife habitat to the north and west. (Some decks are proposed on the south sides of buildings, and small patios are proposed on the townhomes) • No sidewalk proposed within the smooth brome foraging area between the development and the frontage road • Screening of the development site from sheep habitat with existing aspen forest, rockfall berm and new landscaping • No sizeable internal parks, to limit the development footprint • Creating and maintaining an east-west access across the rear of the property for wildlife Construction Mitigation Construction activity is anticipated to last at least two years. During this time, the bighorn sheep would be most affected by construction during winter, when the sheep move to lower elevations and into the winter concentration habitat. The proposed construction would remove 0.3 acres of on-site habitat. Wintering sheep off-site could also be impacted by construction activity, including construction noise and human activity. However, according to the Wildlife Mitigation Plan, “the most obtrusive disturbances from site clearing, excavation, grading and wildlife/rockfall berm construction would not occur outside buildings during the winter range period.” Proposed construction methods to minimize impacts to wintering sheep include: • Scheduling construction to avoid the most obtrusive disturbance (site clearing, use of heavy equipment, installation of utilities) from November 15 – June 1. This construction schedule has been reduced by 60 days. The previous schedule prohibited heavy construction from November 15 – April 15. • Construction of a physical barrier, either the wildlife fencing and rockfall berm, or substantial impervious construction fencing, prior to bighorn winter range period • Construction only during daylight hours • Installation of fencing to screen construction activity from the sheep habitat to the north and west • Prohibiting construction personnel from bringing animals (i.e. dogs) onto the site • Prohibit construction personnel from feeding or baiting wildlife 16 July 5, 2022 - Page 861 of 885 Management and Enforcement After the development is completed, the ongoing management and enforcement of best management practices will be needed to reduce the potential impact on the wildlife and environment. In order to reduce the human impacts on the wildlife the applicant has proposed the following programs and restrictions for the development: • Resident and owner education about the site’s sensitive location within wildlife habitat • Prohibiting construction of new trails on private property or new trails to access off the property • Prohibiting dogs within the 42-unit multi-family building (Note: The Town’s wildlife biologists recommend that all dogs should be prohibited on-site, including at the townhomes. Staff has included a condition of approval prohibiting dogs.) • Prohibiting unmanned aerial vehicles (drones) • Prohibiting outdoor food gardens • Prohibiting bird feeders • Penalties for non-compliance, including fines and possible evictions • Enforceability of commitments is proposed through private covenants enforceable by the Home Owners Association and Town of Vail. Proposed Mitigation and Habitat Enhancement In addition to the commitments and design features mentioned above, the applicant previously proposed a wildlife habitat enhancement plan to improve habitat for bighorn sheep and elk on the 17.9 acres to the east of the subject site. The extensive habitat enhancement is no longer proposed on the 17.9 acre NAP parcel, based on feedback from the Town’s consulting wildlife biologists and Colorado Parks and Wildlife. These experts have indicated that the NAP parcel is already good habitat for elk, and the natural vegetation on this parcel would be difficult to change to bighorn sheep habitat. Additionally, due to the unlikely use of the NAP parcel by sheep, even with habitat enhancements, and the natural vegetation of the site which would be difficult to continually suppress, these biologists recommend focusing efforts and investments on other surrounding areas that would likely have a greater positive impact on bighorn sheep. Elements of the wildlife habitat enhancement that are still proposed by the applicant, and supported by the consulting wildlife biologists, include: • Creating and maintaining an east-west access across the rear of the property for wildlife • Revegetation of the rockfall berm with shrubs and grasses that are foraging sources for bighorn sheep • Planting of aspen trees along the south side of the rockfall berm to help screen 17 July 5, 2022 - Page 862 of 885 the rockfall berm and the sheep grazing habitat • Financial participation in a wildlife habitat restoration on Town of Vail and US Forest Service lands with the goal of improving existing bighorn sheep habitat. The amount of the contribution will be determined in discussions between the applicant and the Vail Town Council. VIII. LANDSCAPING The development plan has been changed to preserve clusters of existing trees along the south side of the proposed development. Existing trees south of the multi-family buildings and the townhomes (Buildings E, F, G and H) will help to soften the visual impact of the proposed development by screening these buildings. SPECIES COUNT SIZE Shade Trees Quaking Aspen 103 1.5 inch caliper Hackberry 12 2” Lanceleaf Cottonwood 13 2” clump Evergreen Trees Colorado Blue Spruce 15 6’ tall Bristlecone Pine 9 6’ tall Douglas Fir 9 6’ tall Limber Pine 10 6; tall Ornamental Trees Shubert Chokecherry 3 2” caliper Deciduous Shrubs Variety 1011 5 gallon container Ornamental Grasses 97 1 gallon container Please see Attachment D for more details on the proposed landscaping species mix. (Note: The minimum size for aspen trees is two inches (2”). Staff has added a condition of approval to require the landscaping plan be modifier as such, prior to issuance of a building permit.) IX. CONSTRUCTION TIMING The proposed development is proposed to be constructed with only a few buildings at one time. In order to meet the requirements for at least 70% of the Gross Residential 18 July 5, 2022 - Page 863 of 885 Floor Area (GRFA) of the site to be deed-restricted employee housing units at any time, a construction timing plan has been provided. (See Attachment A - Sheet A.002). The plan generally calls for development starting on the west end of the site, with the 2-unit multi-family building (Buildings 1, 2 and 3) and one of the townhome buildings (Building C) to be constructed first. The second stage of construction would be Buildings B and D. The final stage in construction is planned for Buildings A, E, F, G and H. X. SUBDIVISION PLAN No formal subdivision plan has been submitted, nor is one required, at this time. However, the applicant has indicated intent to maintain ownership of the 42-unit multi-family buildings. The other buildings will be sold to individual owners, and will be subdivided as townhomes. To create separate Homeowners Association for the 42-unit multi-family building from the townhomes, the site is proposed to be subdivided, with all necessary access easements. A master Homeowners Association will be created to address common area issues such as yard maintenance, berm maintenance, snow removal, enforcement of wildlife restrictions, and prohibitions on dogs. XI. REVIEW CRITERIA According to Section 12-6I-13, Development Standards/Criteria for Evaluation, of the Zoning Regulations of the Town of Vail, the following criteria shall be used as the principal means for evaluating a proposed development plan. It shall be the burden of the applicant to demonstrate that the proposed Development Plan complies with all applicable design criteria. A. Building design with respect to architecture, character, scale, massing and orientation is compatible with the site, adjacent properties and the surrounding neighborhood. The proposed architecture uses mountain modern design, with a variety of exterior building materials, including wood siding, fiber-cement siding, metal panels, and stucco. Sloped roofs are proposed on all buildings with a shallow roof pitch (4:12) on main roofs, and steeper roofs (6:12) on the gables, with accent roof pitches of 2:12 and 3:12. Buildings are designed to reduce cut and fill slopes on the site, where possible, but some retaining walls are still required. Buildings will step up the hillside, and the building foundations will retain the natural or final grade in many cases. The location of this site, which is detached from other residential developments, allows for architecture, character, scale, massing and orientation that will have no impacts on existing residential uses or surrounding neighborhoods. The proposed development requires retaining walls on both the front and rear of the site due to the natural slope. All retaining walls have been designed to meet the allowed 19 July 5, 2022 - Page 864 of 885 maximum height of 3’ in the front setback, and a maximum height of 6’ in other locations. B. Buildings, improvements, uses and activities are designed and located to produce a functional Development Plan responsive to the site, the surrounding neighborhood and uses, and the community as a whole. The proposed development plan includes three multi-family buildings at the west end of the site, which will include 42 units of deed-restricted employee housing (EHUs). Within this building, 36 units will be master-leased to Vail Resorts. On the eastern portion of the site, eight (8) townhouse buildings are proposed which will include 31 townhome units; 12 of the townhomes will be unrestricted Dwelling Units (not EHUs), and 19 of the townhomes will be deed-restricted EHUs. The residential buildings are functionally designed and the site plan is effectively laid out to optimize the use of the site. The proposed buildings, improvements, uses and activities have been designed and located on the site to be functional and responsive to the site, surrounding uses and neighborhood and the community as a whole. C. Open space and landscaping are both functional and aesthetic, are designed to preserve and enhance the natural features of the site, maximize opportunities for access and use by the public, provide adequate buffering between the proposed uses and surrounding properties, and, when possible, are integrated with existing open space and recreation areas. The proposed useable open space is limited to a few areas at the rear of the townhomes, and the proposed outdoor picnic areas near the multi-family buildings. The useable outdoor open space has been limited based on the topography of the site and recommendations from the wildlife biologists. Due to the slope of the site, there is not a natural flat area that would easily accommodate useable open space. Further, human activity outdoors would have greater potential for impacting bighorn sheep and other big game that may use the area. Opportunities to access the adjacent National Forest property to the north will be discouraged through the installation of the berm. The consulting biologists have recommended against the installation of fencing near the berm, and thus fencing has been removed from the current proposal. The proposed landscaping plan has been revised to preserve more tree buffer along the south side of the development, and also to increase the buffer to the sheep habitat to the west and north. The proposed open space and landscaping are designed to preserve and enhance the natural features of the site, provide adequate buffering between the proposed uses and surrounding properties. 20 July 5, 2022 - Page 865 of 885 D. A pedestrian and vehicular circulation system is designed to provide safe, efficient and aesthetically pleasing circulation to the site and throughout the development. Access and Traffic Vehicular access to the site is proposed from a new curb cut at the west end of the site. The new road is designed to follow the natural contours of the site to minimize cut and fill grades, although some cut and fill, as well as retaining walls, are proposed. Based on the completed traffic study, no acceleration/deceleration lanes or turn lanes are required, and none are proposed. An updated memo (Attachment O-1) has been provided by the applicant’s Traffic Engineer, which has also been reviewed by the Town Attorney. The memo provides information on the capacity of the frontage road, and also the potential impacts from the Vail Mountain School. Additionally, the memo comments on a fatality in 2002 one mile to the west of this site. Per the memo, neither the Town of Vail Police Department, nor Colorado Department of Transportation (CDOT), has any records that show a fatality at the East Vail interchange. Pedestrian Circulation Internal pedestrian circulation is proposed along a new sidewalk on the south side of the new driveway, near the multi-family building. No sidewalks are proposed near the townhome buildings. Walkways are proposed at the south side of the multi-family buildings to provide access to the garden level residential units. A sidewalk to the proposed bus stop on the west end of the site is proposed. Pedestrian access to the existing bus stop is also proposed on a new path and stair at the southeast portion of the site. Bus Stop The design and location of the proposed new bus stop have been revised based on recommendations of the Town of Vail Public Works Department and feedback from the PEC. The proposed bus stop at the west end of the site, near the proposed access driveway, will allow for a looped bus stop which will allow riders to get on and of the bus without crossing the road. The location of the proposed bus stop is not supported by the wildlife biologists or Colorado Parks and Wildlife due to potential conflicts and reduced grazing habitat with bighorn sheep. A looped bus stop near the existing Falls at Vail stop at the east end of the site is not practical, although other safety measures could be implemented at the existing bus stop to improve safety for pedestrians crossing the frontage road. The Town Engineer is aware of the concern for pedestrian safety at the Exit 180 underpass and the need to consider pedestrian improvements in this area. Town 21 July 5, 2022 - Page 866 of 885 Council has initially reviewed the request for a budget to add a sidewalk to the underpass. Prior to adding a budget they have requested existing pedestrian counts for the underpass and projected pedestrian counts to better understand the frequency of concern. E. Environmental impacts resulting from the proposal have been identified in the project's environmental impact report, if not waived, and all necessary mitigating measures are implemented as a part of the proposed development plan. An environmental impact report has been prepared by a wildlife biologist, and has been review by a panel of three consulting wildlife biologists. By developing this site, several acres of habitat for bighorn sheep, elk, black bear, and other big game species will be permanently eliminated. The applicant proposes to mitigate the impact of the proposed development through the implementation of a Wildlife Mitigation Plan, which has been modified based on recommendations of the wildlife biologists. The Wildlife Mitigation Plan recommends prohibiting dogs in the 42-unit multi-family building. The applicant proposes to prohibit dogs only in these units thorough enforcement of HOA regulations. Since dogs have a natural hunting instinct, almost any dog could become a nuisance or threat to wildlife in the vicinity, and prohibiting all dogs is recommended by the Town’s consulting wildlife biologists. The Community Development Department has added a condition of approval requiring that all dogs be prohibited on site, including for owners, tenants and visitors of the townhome units, unless otherwise protected by law (i.e. service dogs). One of the recommendations of the biologists that has not been incorporated into this plan is the location of the bus stop. (See Section D above) The wildlife biologists hired by the Town of Vail recommend using the existing bus stop at the east end of this site, due to potential human-sheep conflicts. F. Compliance with the Vail comprehensive plan and other applicable plans. The Booth Heights Neighborhood Development Plan is in compliance with many aspects of the Vail Comprehensive Plan and advances the employee housing goals of the Town. The development of employee housing units is supported by the Vail Housing 2027 Strategic Plan, the Town of Vail Economic Development Plan, and the Environmental Strategic Plan, and furthers the actions/strategies outlined with the Vail 20/20 Strategic Plan. The Town of Vail also values environmental sustainability and preservation of the natural ecosystem and wildlife habitat. The natural beauty of Vail and the wildlife that inhabit this valley are some of the reasons why many visitors love Vail, and why many locals choose to live here. Many of the Town’s comprehensive planning documents reflect environmental stewardship values and recommend incorporating sustainability into projects, and protecting environmentally sensitive lands from development, or mitigating the impacts of development. 22 July 5, 2022 - Page 867 of 885 The proposed development will have permanent and irreversible impacts to 2.7 acres of existing wildlife habitat, and temporary loss to 2.3 acres of similar habitat for the construction of the rockfall mitigation berm. The applicant proposes to mitigate the loss of habitat through a wildlife mitigation plan, both on-site and off-site. The proposed private development of 61 deed restricted EHUs will help advance the Town’s goals of obtaining 1,000 new employee housing deed restrictions over the next 10 years. By developing more EHUs within Town, total vehicle miles traveled from workers commuting into Vail can be reduced, helping to reduce the Town’s green house gas emissions. This development will upgrade the existing employee housing base. XII. STAFF RECOMMENDATION The Community Development Department recognizes that this application and report have several significant community issues to be considered. We believe the applicant has presented a thorough application, including reports on wildlife and rockfall, as well as the significant community need for employee housing. Before making a recommendation on this application, the Community Development Department would like to highlight important considerations: • The significant need and goal of providing employee housing within the community. • The previous rezoning of this property to the Housing (H) zone district to advance the Town’s employee housing goals. • Development of employee housing on this site by the private sector will take a significant step forward toward the goal of providing 1,000 additional resident housing unit deed restrictions by the year 2027. • The site is located within several significant wildlife habitat areas, including habitat for bighorn sheep, elk, black bear, and peregrine falcon. • The proposed wildlife mitigation actions recommended by the Town of Vail’s consulting wildlife biologists. • The agreement by the applicant to implement a majority of the recommendations, and financial contribution to improve wildlife habitat on adjacent Town of Vail and US Forest Service property. The Community Development Department recommends approval of the Booth Heights Development Plan for a new housing development located at 3700 North Frontage Road East/Lot 1, East Vail Workforce Housing Subdivision (“Booth Heights Neighborhood”), with the Conditions of Approval (PEC19-0018). 23 July 5, 2022 - Page 868 of 885 Should the PEC choose to approve the proposed Development Plan, the Community Development Department recommends the following motion: “The Planning and Environmental Commission approves this request for the Booth Heights Development Plan, pursuant to Section 12-6I-11, Development Plan Required, Vail Town Code, for a new housing development located at 3700 North Frontage Road East/Lot 1, East Vail Workforce Housing Subdivision (“Booth Heights Neighborhood”) (PEC19-0018) subject to the following conditions of approval: 1. Certificates of Occupancy for this project will only be issued in a manner that maintains a minimum of 70% of the total built Gross Residential Floor Area (GRFA) as deed-restricted employee housing units. At no time shall the unrestricted units for which Certificates of Occupancy are issued exceed 30% of the total built GRFA. 2. This property is within a geologically sensitive area pursuant to Chapter 12-21 Hazard Regulations, Vail Town Code. Prior to issuance of any building permit for construction within the geologically sensitive areas, the owner shall submit a written, signed and notarized affidavit certifying acknowledgement of receiving personal notice of the fact that that said building or structure is in an area of geologic sensitivity and notice of the studies conducted to date with regard thereto. 3. All plans submitted with the building permit application for property within geologically sensitive areas shall be stamped by the applicant "Geologically Sensitive Area" together with the applicable zone designation. 4. Applicant shall implement a slope monitoring program, during construction activities, near the ancient landslide deposits at the east end of the site, in a form and manner to be determined by the applicant’s professional geologist. 5. In lieu of the previously proposed on-site wildlife habitat mitigation plan, the applicant shall perform the commitments outlined in the August 9, 2019 memo titled “Booth Heights Revised Wildlife Mitigation Plan Incorporating TOV’s Biologist Recommendations” submitted by the applicant. This includes a $100,000 financial contribution by the applicant, prior to the issuance of the first certificate of occupancy, to the Town of Vail or other such agency or entity determined in consultation with the Town of Vail and Colorado Parks and Wildlife, for the purpose of ongoing wildlife habitat improvements, monitoring and study. If said funds are not in fact spent within five (5) years of the date of the contribution, the funds shall be returned to the applicant within 30 days after the expiration of the 5-year period. 24 July 5, 2022 - Page 869 of 885 Prior to Issuance of a Building Permit 6. Prior to Issuance of a Building Permit the applicant shall install a monitoring system with video recordings for enforcement of wildlife mitigation measures and trespass in prohibited areas and take corrective action to remedy trespass, which recording and records of enforcement shall be made available to the Town of Vail upon request. This condition shall continue with the property owner and manager of the Homeowners Association responsible for the property. 7. Prior to creation of a curb cut and installation of improvements (bus stop and sidewalk) in Colorado Department of Transportation (CDOT) the right-of-way, applicant shall obtain written approval from the Colorado Department of Transportation. A copy of such approval or permit shall be provided to the Town of Vail prior to issuance of a building permit. 8. Applicant shall revise the landscaping plan to indicate that aspen trees will be a minimum of two-inch (2”) caliper. Prior to Issuance of the First Certificate of Occupancy 9. Prior to Issuance of a Certificate of Occupancy, the Applicant shall develop an Environmental Education Program to educate the residents and owners of the Booth Heights Neighborhood about the environmental sensitivity of the site and the vicinity. The Education Program shall be reviewed by the Town of Vail Environmental Sustainability Manager and the Colorado Parks and Wildlife District Wildlife Manager. The Education Program shall include, at a minimum, information on the mapped wildlife habitats, potential human impacts to bighorn sheep, elk, black bears, and peregrine falcon. The Education Program shall clearly describe the activities and uses that are prohibited on site (including dogs, outdoor food gardens, bird feeders, feeding or harassing of wildlife) regulations on trash enclosures, prohibition on construction new trails, and prohibition on accessing the area to the north of the berm/fence. A copy of the Environmental Education Program shall be an attachment to all leases and provided to all tenants prior to occupancy, and shall also be recorded with the Eagle County Clerk and Recorder to inform future property owners. A copy of the Education Program and Wildlife Mitigation Plan shall be kept on file with the Homeowners Association and shall be provided to all leaseholders and shall be made available within reasonable notice to any tenant, unit owner or the Town of Vail, upon request. 10. Applicant shall provide for enforcement mechanisms, in a form acceptable to the Town Attorney, for prohibiting dogs, domestic sheep, 25 July 5, 2022 - Page 870 of 885 domestic goats and/or any other livestock, prohibiting short term rentals, prohibiting construction of trails, prohibiting creating of trails, and prohibiting access to the 17.9 acre NAP parcel to the east, and for future construction of wildlife fencing between the proposed homes and rockfall berm. The Town of Vail shall be granted the authority to enforce these regulations. Such regulations shall not be amended without written approval of the Town of Vail. 11. Applicant shall install signs along the south side of the rockfall berm clearly stating that access to the berm and properties to the north of the development site, and to the adjacent 17.9 acre NAP parcel, is prohibited. The location, number and content of signs shall be proposed by the applicant and approved by the Town of Vail Environmental Sustainability Manager and the Colorado Parks and Wildlife District Wildlife Manager. 12. Applicant shall include a fence easement on the first subdivision plat recorded for this development, which easement shall generally be located along the south side of the rockfall berm, for the potential future installation of wildlife fencing should it be determined necessary by Colorado Parks and Wildlife. 13. Applicant shall work with the Town of Vail in good faith to pursue a conservation easement to permanently restrict the use of the 17.9 acre NAP parcel by obtaining a conservation easement from a land trust. This conservation easement will prohibit the construction of structures, but will also preserve the ability for wildlife enhancements, as well as other requirements for the development of the Booth Heights neighborhood by the applicant such as geological monitoring and testing and soil stabilization activities. 14. Prior to final subdivision plat approval, a copy of the Homeowners Association documents shall be provided to the Town of Vail, and shall include an inspection and maintenance plan for the rockfall hazard mitigation berm. The plan shall include an inspection schedule. A copy of the inspection schedule and maintenance activities shall be provided to the Town of Vail upon request. 15. Prior to issuance of a Certificate of Occupancy for any of the deed- restricted employee housing units, the applicant shall record with the Eagle County Clerk and Recorder, in a form acceptable to the Town Attorney, the Town of Vail Type IV employee housing deed-restriction covenant. Should the PEC choose to deny the proposed Development Plan, the Community Development Department recommends the following motion. If the PEC votes to deny 26 July 5, 2022 - Page 871 of 885 this application, we ask that the PEC identify specific elements of the application, plans or design that are not in compliance with the Vail Town Code: “The Planning and Environmental Commission denies this request for the Booth Heights Development Plan, pursuant to Section 12-6I-11, Development Plan Required, Vail Town Code, for a new housing development located at 3700 North Frontage Road East/Lot 1, East Vail Workforce Housing Subdivision (“Booth Heights Neighborhood”) (PEC19-0018) for the following reasons: A. Building design with respect to architecture, character, scale, massing and orientation is not compatible with the site, adjacent properties and the surrounding neighborhood. B. Buildings, improvements, uses and activities are not designed and located to produce a functional development plan responsive to the site, the surrounding neighborhood and uses, and the community as a whole. C. Open space and landscaping are not both functional and aesthetic, are not designed to preserve and enhance the natural features of the site, maximize opportunities for access and use by the public, provide adequate buffering between the proposed uses and surrounding properties, and, when possible, are not integrated with existing open space and recreation areas. D. A pedestrian and vehicular circulation system is not designed to provide safe, efficient and aesthetically pleasing circulation to the site and throughout the development. E. Environmental impacts resulting from the proposal have been identified in the project's environmental impact report, if not waived, but all necessary mitigating measures are not implemented as a part of the proposed development plan. F. The proposal is not in compliance with the Vail comprehensive plan and other applicable plans. XII. ATTACHMENTS A. Vicinity Map B. Booth Heights Neighborhood Applicant Narrative, dated May 28, 2019 a. Attachment B-1 dated August 6, 2019 b. Attachment B-2 – Applicant Narrative, August 9, 2019 C. Booth Heights Neighborhood – Architectural Plans, dated August 12, 2019 a. Attachment C- 1 Architectural Renderings D. Landscaping Plans, dated 05/21/2019 E. Civil Plans, date 08/05/2019 F. Draft Development Plan 27 July 5, 2022 - Page 872 of 885 G. Survey H. Parking Analysis I. Environmental Impact Report J. Wildlife Mitigation Plan a. J-1 Wildlife Mitigation Plan updated August 7, 2019 K. Wetland Delineation Report L. Geologic Hazards Analysis M. Geologic Hazards Memo N. Rockfall Hazard Study O. Traffic Impact Study a. O-1 – Traffic Engineer Capacity Memo P. Site Photos Q. Public Comment R. Wildlife Biologists Recommendations 28 July 5, 2022 - Page 873 of 885 P. 970.688.5057 12 Vail Road, Suite 700, Vail, CO 81657 August 6, 2019 Mr. Chris Neubecker Town of Vail Planning Department 75 S. Frontage Road Vail, CO 81657 Re: Booth Heights PEC and Staff Development Plan Revision Summary Dear Chris, Outlined below please find a description of the plan modifications to the Booth Heights Development Plan Application that we have made based on Staff and PEC review of the plan. A.000 Revised Sheet Index A.002 Program Summary: Revised Program Summary with new square footage and GRFA totals with more than 70% of the total proposed GRFA as Employee Housing Units. Please note that we are proposing the bus stop requested by public works for pedestrian and vehicular safety. See proposed sequence of construction from west to east which will be required to maintain at least a 70% EHU : 30% Dwelling Unit split as buildings receive certificate of occupancy throughout construction. A.004 Landscape Coverage: See new landscape coverage tabulations which total 57% of the Housing District Parcel. A.005 Snow Storage Diagram: See new snow storage coverage tabulations including removal of areas above retaining walls. Snow storage areas total 37% as shown with additional potential storage at the southwest corner of the apartment park lot and the far east end of the townhomes. A.006 Parking Diagram: See new parking diagram with parking for apartments increased from 45 to 60 spaces and total spaces increased from 139 to 156 spaces. The ratio for parking at the apartments is 1.43 spaces per unit which is higher than the two most recently developed locals’ apartments at Lions Ridge (1.35:1) and First Chair (1:1), and higher than the observed parking usage at several Vail locals’ housing complexes as noted in Triumph’s 7.22.19 PEC Presentation. At the project level, the development also meets the Town’s required parking ratios. These totals are also in excess of what Vail Resorts experiences from its other employees. With this precedent, the applicant believes this parking ratio is more than adequate for a rental project that can be controlled through leases and with a parking management plan. See table below. July 5, 2022 - Page 874 of 885 www.triumphdev.com A.007 Lighting Plan: Added light at the new bus stop and included pole height detail. A.009 Building Height Diagram: See revised building height diagram. A.100 through A.102 Multifamily GRFA Plan: See revised garden level basement design that was revised to take into account existing grades and excavation efficiencies. See revised GRFA table with new square footages. A.110 through A.112 Multifamily Elevations: See revised elevations that include steps between Buildings 1, 2 and 3 to account for proposed grade. Elevations include future solar locations on southern exposure. A.200 through A.210 Market Rate GRFA Plan and Elevations: See revised drawings and elevations for revised market rate unit buildings A through C. The size of the market rate units was decreased to make the 70% EHU / 30% Market Rate GRFA splits correct. Added separate GRFA total sheets for Building A, B and C and adjusted square footage totals for the above. Future solar locations on the south facing roofs have been added. A.300 and A.310 Deed-restricted Townhome (Uphill) GRFA Plan and Elevations: See revised drawings and elevations for Building D. The size of the end units were adjusted slightly. The roof color was adjusted to match the other building and the garage door color was changed at the recommendation of staff. Future solar locations on the south facing roofs have been added. A.400 through A.415 Deed-restricted Townhome (Downhill) GRFA Plans and Elevations: See revised drawings and elevations for Buildings E through H. Added separate GRFA total sheets for Building E, F July 5, 2022 - Page 875 of 885 www.triumphdev.com G and H. Garage door color was adjusted at the request of staff. Added a new elevation for unit H which is only three units which was not detailed in the initial submission. Future solar locations on the south facing roofs have been added. A.490 Typical Window Trim Details: Added sheet at the request of staff. A.500 through A.512: Added project level elevations and renderings at PEC’s request. A.600 through A.603: Added site sections at PEC’s request. A.951 through A.960: Added sheets with dumpsters and bus stop design details. Added a note clarifying all trash for townhomes must be kept the units’ garage. C2.0 Site Layout: See revised site layout which includes the relocated bus stop to the option that is preferred by public works at the west end of the site and new parking lot configuration increasing the parking count as discussed above. Applicant has not proposed a path along the frontage road due to wildlife recommendations and lack of paths or sidewalks to the east and the west. C3.0 Grading and Drainage Plan West: Adjusted entrance and added bus stop at the west of the site. Adjusted location of access to the Katsos Ranch Rd. rockfall berm. Added and modified retaining walls at the northeast parking to create perpendicular parking spaces. Adjusted access to the garden level apartments to adjust retaining walls away from the property line and create opportunities to preserve trees. C3.1 Grading and Drainage Plan West: Shifted uphill TH units to the west slightly away from steep grade. Added details on retaining wall grading in the front setback at the landscape stairs to the current bus stop to the east and confirmed that all are less than 3’ allowed in the front setback. C4.0 Prelim Storm Sewer West: Adjusted storm drainage routing and plan at the location of the old bus stop. Adjusted storm drainage above the proposed rockfall retention berm. C4.1 Prelim Storm Sewer East: Adjusted storm drainage routing from the TH road. Adjusted storm drainage above the proposed rockfall retention berm. C5.0 through C7.0 Misc. Civil Drawings: Minor adjustments to utilities and construction stormwater plan due to revised building locations. L0.0 Existing Tree Removal Plan – Adjusted tree removal plan so that trees outside property lines will not be removed, as well as trees in front of the adjusted retaining walls at Building 2 and 3. July 5, 2022 - Page 876 of 885 www.triumphdev.com L1.0 through 1.2 Landscape Drawings: Adjusted landscaping for revised site plan and bus stop. Added landscape buffering at the northwest corner of the site. Added Landscape buffering at the proposed bus stop. Removal of the wildlife fence at the recommendation of TOV’s wildlife biologists. Added note to include native shrubs only in the landscaping of the new rockfall berm. L1.3 Park Enlargement Plan: Replaced gas with charcoal grill. Replaced gas fire pit with casual seating area. L1.4. Adjusted plant types including trees and grass seeding types based on staff recommendations. July 5, 2022 - Page 877 of 885 1 Charley Starr From:Tom Kassmel <TKassmel@vailgov.com> Sent:Thursday, January 20, 2022 2:44 PM To:Charley Starr Subject:Vail Bus Shelter Attachments:A-1.pdf; A-2.pdf Follow Up Flag:Follow up Flag Status:Completed CAUTION: Email from outside OZ Architecture. Charley Here are the Vail Bus Shelter plans. Tom Kassmel Town Engineer Public Works Department 1309 Elkhorn Drive Vail, CO 81657 Office: 970.479.2235 vailgov.com July 5, 2022 - Page 878 of 885 12'2'12'9'13'-234"2'-3"2 FOOT EXTENSION FOR NEWSPAPERBOXES WHERE REQUIRED 1 X 6 RS CEDAR SIDING38' LEXAN TYPICAL8 PLACES8 X12 COLUMNBENCH SUPPORT BOLTEDTO BOTTOM BEAM,TYPICAL OF 34 X 12 BENCH SEAT4 X 10 BENCH BACK, LAG TOVERTICALS, MITER ENDS TO FITCOLUMNS4 X 6 VERTICAL, TYPICAL OF 6SEE DETAIL FOR LEXAN INSTALLPLAN - SECTION A-A18" = 1'-0"PLAN - SECTION B-B18" = 1'-0"8 X 12 COLUMN4 X 10 TOP BEAM4 X 6 VERTICAL4 X 6 INNER BEAM38" LEXANREFLECTED CEILING PLAN18" = 1'-0"ROOF PLAN18" = 1'-0"RAFTER PLAN18" = 1'-0"SEE DETAILSEE DETAIL45d MITER JOINTSMIN (2) 12" X 10" LAGSCREWS EACH JOINTHIGH DEF ASPHALTSHINGLESBITUTHANE ICEAND WEATHERSHIELD2 X 10 RS CEDARROOF DECK4 X 10 TOP BEAM4 X 6 RAFTERELECTRICAL OUTLET W/34" EMT CONDUITCEILING MOUNT LED LIGHTFIXTURE2 X 10 RS CEDAR ROOF DECKBENCH DETAIL1/4" = 1'-0"4 X 10 BENCH BACKLAG SCREW TO VERTICAL4X12 BENCH SEAT LAGSCREW TO SUPPORTS34" RADIUSTYPICALSUPPORT BRACKETSMILL FROM SOLID RSCEDAR, LAG TO BEAM37"21"DESIGNED BYDATESHEETTOV JOB NO.FILE NAMEDept. of Public Works1309 Elkhorn DriveVail, CO 81657ph. 970-479-2158www.vailgov.comSCALEPLAN VIEWS10/9/17VARIESA-1STANDARD WOODED BUS SHELTERJuly 5, 2022 - Page 879 of 885 8'12124"16"2'-6"HIGH DEF ASPHALT SHINGLES12" X 8" LAG, TYPICALTHROUGHOUT4 X10 TOP BEAM8 X 12 COLUMN4 X 6 VERTICAL1 X 6 RS CEDAR SIDINGCHANNEL LOCKAABB4 X 10 BOTTOM BEAMSEE BENCH DETAIL12" X 12" ANCHORBOLTTHICKENED EDGECONCRETE SLAB4' CL 6 ROAD BASEICE AND WEATHER SHIELD2 X12 RS CEDAR ROOF DECK2 X 4 RS CEDAR TRIMDADO FOR LEXAN34"SCH 80 PVCJUNCTION BOX4 X 6 VERTICAL12" X 12 LAB BOLTCOUNTERSUNK 3"ELEVATION - FRONTELEVATION - SIDE38" CLEAR LEXAN PANEL, TYPICAL3 OPENINGS EACH SIDELIGHT FIXTUREWP ELECTRICAL OUTLET34" EMT4 X6 RAFTERSELEVATION - INTERIORBB2 X 4 RS CEDAR TRIMDADO FOR LEXAN4 X 6 VERTICALCOUNTERSUNK 3"38" CLEAR LEXAN PANEL, TYPICAL3 OPENINGS EACH SIDE8 X 12 COLUMN38" LEXAN4 X 6 VERTICAL2X RS CEDAR GLAZING STOPSURROUND LEXAN, ATTACHAT 12" OC W/ 3" SS SCREWSLEXAN GLAZING DETAIL14" = 1'-0"4 X 6 RAFTER34" X 12" LAG SCREWCOUNTERSINK RAFTERONE EACH COLUMN8 X 12 COLUMN8 X 12 COLUMN3" ANGLE,, 2 PER COLUMNPAINT BLACK2 12" X 4" LAG PER ANGLE12" X 6" J-BOLT2 PER ANGLECOLUMN - RAFTER/SLAB CONNECTIONS14" = 1'-0"RAFTER - BEAM CONNECTIONS14" = 1'-0"COLUMN - BEAM CONNECTIONS14" = 1'-0"1/2" X 12" LAG SCREWCOUNTERSINK RAFTERONE EACH RAFTER4 X 6 RAFTER4 X 10 BEAM8 X 12 COLUMN4 X 10 BEAM4 X 10 BEAM12" X 6" LAG SCREW2 EACH BEAMOFFSET FOR CLEARANCEBDESIGNED BYDATESHEETTOV JOB NO.FILE NAMEDept. of Public Works1309 Elkhorn DriveVail, CO 81657ph. 970-479-2158www.vailgov.comSCALEELEVATIONS AND DETAILS10/9/17VARIESA-2STANDARD WOODED BUS SHELTERJuly 5, 2022 - Page 880 of 885 VAIL TOWN COUNCIL AGENDA MEMO ITEM/TOPIC: Ordinance No. 12, Series of 2022, Second Reading, An Ordinance Amending Title 5, Chapter 1 and Title 7 Chapter 10 of the Vail Town Code Regarding Idling PRESENTER(S): Commander Ryan Kenney, Vail Police Department and Kristen Bertuglia, Director of Environmental Sustainability ACTION REQUESTED OF COUNCIL: Approve, approve with amendments or deny second reading of Ordinance No. 12, Series of 2022. BACKGROUND: Vail Town Council has asked staff to change the idling ordinance to reflect 3 minutes maximum for idling time. STAFF RECOMMENDATION: Approve, approve with amendments or deny second reading of Ordinance 12, Series of 2022. ATTACHMENTS: Description Ordinance No. 12, Series of 2022 July 5, 2022 - Page 881 of 885 1 7/1/2022 \\FILESERVER2019\REDIRECTED$\SBIBBENS\DESKTOP\IDLING-O060222.DOCX ORDINANCE NO. 12 SERIES 2022 AN ORDINANCE AMENDING TITLE 5, CHAPTER 1 AND TITLE 7, CHAPTER 10 OF THE VAIL TOWN CODE REGARDING VEHICLE IDLING WHEREAS, the Town currently regulates noise associated with idling vehicles and the permitted amount of idling time for commercial vehicles in Sections 5-1-7(G)(3) and 7-10-7(H) of the Vail Town Code, respectively; WHEREAS, the Town desires to more comprehensively regulate vehicle idling to ensure that any nuisance associated with idling is mitigated to the maximum extent practicable; and WHEREAS, the Town finds that such regulation is necessary to protect the public health, safety and welfare. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF VAIL, COLORADO, THAT: Section 1. Section 5-1-1 of the Vail Town Code is hereby repealed in its entirety and reenacted as follows: 5-1-1: DEFINITIONS: NUISANCE: Any act or condition which endangers the public health or environment or results in annoyance or discomfort to the public or damage to any property or injury to any person. IDLE: A combustible vehicle engine running at any location while the vehicle is stationary. PASSENGER TRANSPORTATION VEHICLE: A motor vehicle that is used to transport passengers for compensation, excluding vehicles operated by the Town. Section 2. Section 5-1-7(G)(3) of the Vail Town Code is hereby repealed in its entirety. Section 3. Section 5-1-8 of the Vail Town Code is hereby amended as follows: 5-1-8: MUFFLERS AND VEHICLE IDLING: A.Mufflers: The operation of a motor vehicle within the Town which isnot at all times equipped with a muffler in good working order upon theexhaust thereof and in constant operation to prevent excessive or unusual noise, or the use, by any person operating a motor vehicle within the Town, July 5, 2022 - Page 882 of 885 2 7/1/2022 \\FILESERVER2019\REDIRECTED$\SBIBBENS\DESKTOP\IDLING-O060222.DOCX of a cutout, bypass or similar muffler elimination appliance, shall be deemed a public nuisance. B.Idling: 1.Passenger vehicles: No unattended passenger vehicle shall idle for any period of time, except between the months of November through April, when a passenger vehicle may idle for up to three (3) minutes at a time. 2.Commercial vehicles: No unattended commercial vehicle shall idle for any period of time in the Lionshead Mixed Use 1, Lionshead Mixed Use 2, Commercial Core 1 or Commercial Core 2 zone districts. 3. Passenger transportation vehicles: Passenger transportation vehicles may not idle when unoccupied. When occupied, operators are encouraged to turn off the vehicles during dwell time. If it is not practicable to turn off the vehicle due to extreme cold, operators are encouraged to limit any vehicle idling time to three (3) minutes. 4.Construction vehicles: Construction vehicles operating at an active construction site may idle for up to three (3) minutes at a time. 5.Exemptions: This Section shall not apply to any commercial refrigeration vehicles, authorized emergency vehicles when actively in use for emergency purposes, Town-owned vehicles, waste collection trucks when actively collecting waste, or vehicles operating under a permit or license issued by the Town for a special event. Section 4. Section 7-10-7(H) of the Vail Town Code is hereby deleted in its entirety. Section 5. If any part, section, subsection, sentence, clause or phrase of this ordinance is for any reason held to be invalid, such decision shall not effect the validity of the remaining portions of this ordinance; and the Council hereby declares it would have passed this ordinance, and each part, section, subsection, sentence, clause or phrase thereof, regardless of the fact that any one or more parts, sections, subsections, sentences, clauses or phrases be declared invalid. Section 6. The Council hereby finds, determines and declares that this ordinance is necessary and proper for the health, safety and welfare of the Town and the inhabitants thereof. Section 7. The amendment of any provision of the Town Code as provided in this ordinance shall not affect any right which has accrued, any duty imposed, any violation that occurred prior to the effective date hereof, any prosecution commenced, nor any other action or proceeding as commenced under or by virtue of the provision July 5, 2022 - Page 883 of 885 3 7/1/2022 \\FILESERVER2019\REDIRECTED$\SBIBBENS\DESKTOP\IDLING-O060222.DOCX amended. The amendment of any provision hereby shall not revive any provision or any ordinance previously repealed or superseded unless expressly stated herein. Section 8. All bylaws, orders, resolutions and ordinances, or parts thereof, inconsistent herewith are repealed to the extent only of such inconsistency. This repealer shall not be construed to revise any bylaw, order, resolution or ordinance, or part thereof, theretofore repealed. INTRODUCED, READ ON FIRST READING, APPROVED, AND ORDERED PUBLISHED ONCE IN FULL ON FIRST READING this 21st day of June, 2022 and a public hearing for second reading of this Ordinance set for the 5th day of July, 2022, in the Council Chambers of the Vail Municipal Building, Vail, Colorado. _____________________________ Kim Langmaid, Mayor ATTEST: ____________________________ Tammy Nagel, Town Clerk READ AND APPROVED ON SECOND READING AND ORDERED PUBLISHED this 5th day of July, 2022. _____________________________ Kim Langmaid, Mayor ATTEST: ____________________________ Tammy Nagel, Town Clerk July 5, 2022 - Page 884 of 885 VAIL TOWN COUNCIL AGENDA MEMO ITEM/TOPIC: Adjournment 8:05 pm (estimate) July 5, 2022 - Page 885 of 885