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2025-12-16 Agenda and Supporting Documentation Town Council Evening Meeting
1.Call to Order (6:00pm) 2.Public Participation (6:00pm) 2.1 Public Participation (10 min.) 3.Any action as a result of Executive Session (6:10pm) 4.Consent Agenda (6:10pm) 4.1 Resolution No. 56, Series of 2025, A Resolution Approving the Rules of Procedure Appeal Hearings Before the Vail Town Council Approve, approve with amendments, or deny Resolution No. 56, Series of 2025. 5.Action Items (6:10pm) 5.1 Red Lion Permission to Proceed (6:10pm)10 min. Approve, approve with amendments, or deny permission to proceed. Presenter(s): Heather Knight, Planner II Background: The owner, Red Lion Building LLC, represented by Ruther Associates LLC, of the property located at 304 Bridge Street and 297 Hanson Ranch Road/Vail Village Filing 1, Block 5A, Lots E-H., is requesting permission for the use of Town property for patio spaces utilized by the redeveloped restaurant spaces. There are currently three separate leases for patios on Town right-of-way (ROW) for multiple tenants. VAIL TOWN COUNCIL MEETING Evening Session Agenda Vail Town Council Chambers and virtually by Zoom. Zoom meeting link: https://vail.zoom.us/webinar/register/WN_05DdloXHS6yvgcYX56EuTQ 6:00 PM, December 16, 2025 Notes: Times of items are approximate, subject to change, and cannot be relied upon to determine what time Council will consider an item. Public comment will be taken on each agenda item. Public participation offers an opportunity for attendees to express opinions or ask questions regarding town services, policies or other matters of community concern that are not on the agenda. Please keep comments to three minutes; time limits established are to provide efficiency in the conduct of the meeting and to allow equal opportunity for everyone wishing to speak. Public Participation.pdf Resolution _ 2025 Appeal Hearing Procedures .docx Rules of Procedure for Appeals jmm.docx 1 This application, in conjunction with a Conditional Use Permit, updates the separate patio leases and combines the redeveloped patio spaces into one lease. 6.Public Hearings (6:20pm) 6.1 Ordinance No. 32, Series of 2025, Second Reading, An Ordinance Making Budget Adjustments to the Town of Vail General Fund, Capital Projects Fund, Real Estate Transfer Tax Fund, Housing Fund, and Heavy Equipment Fund of the 2025 Budget for the Town of Vail; Colorado; and Authorizing the Said Adjustments as Set Forth Herein; and Setting Forth Details in Regard Thereto (6:20pm) 10 min. Approve, approve with amendments, or deny Ordinance No. 32, Series of 2025 upon second reading. Presenter(s): Jake Shipe, Budget Manager Background: Since the approval of the second supplemental budget of 2025 on June 17, various unanticipated events and decisions have occurred that require adjustments to the 2025 budget. 6.2 Appealing East Lionshead Circle Application (6:30pm)60 min. Uphold, uphold with modifications, or overturn the Design Review Board’s October 15, 2025, decision. Presenter(s): Greg Roy, Planning Manager Background: Telemark Ventures LLC, and Vail Property Group LLC, represented by Ruther Associates, pursuant to Section 12-11-3, Design Approval, Vail Town Code, for new construction of a new multi-family development within the Lionshead Mixed-Use 1 (LMU-1) Zone District located at 534 East Lionshead Circle, A Resubdivision of a part of Lots 1, 2, 3 and Tract E Block 1, Vail/Lionshead Filing No. 1. (DRB25- 0343) On October 15, 2025, the Design Review Board held a public hearing on the application and voted 4-0 to approve the application, finding that the application met section 14-10-3, 14-10-4, and 14-10-5 of Vail Town Code. On November 4, 2025, Kenneth Rotman (Kenneth Joel Rotman Trust), an adjacent property owner, submitted an appeal of the approval of the DRB application (Attachment A). Staff Memorandum 121625 Red Lion.pdf Attachment A. Red Lion Vicinity Map.pdf Ordinance #32, Series of 2025 - Third Supplemental Budget (2nd Reading).pdf Third Supplemental of 2025 - Memo (2nd Reading).pdf 3rd Supp Powerpoint - Second Reading.pdf TC25-0009 Appeal Memo.pdf Attachment A. Kenneth Rotman (Kenneth Joel Rotman Trust) Appeal with supporting documentation 11-4-25.pdf Attachment B. DRB25-0343 Record of Application.pdf Attachment C. DRB25-0343 Application.pdf Lionshead Circle Appeal Response 121625.pdf 2 7.Adjournment 7:30pm (estimated) Meeting agendas and materials can be accessed prior to meeting day on the Town of Vail website www.vail.gov. All Town Council meetings will be streamed live by High Five Access Media and available for public viewing as the meeting is happening. The meeting videos are also posted to High Five Access Media website the week following meeting day, www.highfivemedia.org. Please call 970-479-2460 for additional information. Sign language interpretation is available upon request with 48 hour notification dial 711. 3 AGENDA ITEM NO. 2.1 Item Cover Page DATE:December 16, 2025 SUBMITTED BY:Stephanie Bibbens, Town Manager ITEM TYPE:Citizen Participation AGENDA SECTION:Public Participation (6:00pm) SUBJECT:Public Participation (10 min.) SUGGESTED ACTION: VAIL TOWN COUNCIL AGENDA ITEM REPORT ATTACHMENTS: Public Participation.pdf 4 From:Cynthia Senko To:Public Input Town Council Subject:Frontage road Date:Monday, December 15, 2025 8:32:13 AM Caution: This is an external email. Please take care when clicking links or opening attachments. When in doubt, contact Vail IT Department Two concerns living in Vail When driving along the frontage road at night from Vail Village toward the West Vail Exit the oncoming, traffic lights are blinding. When exiting the Neighborhoods by the Grand Hyatt and Donovan Park and turning to the left, it is almost impossible to distinguish the lights from I 70 from the lights on the frontage road. Also the traffic noise. There are noise shields that could be placed along I 70 to help with the visual of having the headlights coming right at you from 1-70 and also the noise that goes up into our neighborhoods. In Denver these have been in place for years along I 25 . We see this in other communities. It would be really great and make it so much safer and quieter. If the Council could work with Colorado, Department of Transportation to mitigate the light and noise. The Vail community at large would be enhanced. Thank you Cynthia Senko Sent from my iPhone 5 From:Michael Ducey To:Council Dist List Subject:Ford Park music on 12/13/25 Date:Saturday, December 13, 2025 9:46:20 PM Caution: This is an external email. Please take care when clicking links or opening attachments. When in doubt, contact Vail IT Department Dear Town Council Members, I hope that I am one of many TOV residents who are writing to you to voice my utter displeasure at having to listen to blaring, thumping music this Saturday evening. Please make sure that town residents do not have to experience such a despicable intrusion again. Sincerely, Bart Ducey Sandstone Resident Sent from my iPhone 6 AGENDA ITEM NO. 4.1 Item Cover Page DATE:December 16, 2025 SUBMITTED BY:Stephanie Bibbens, Town Manager ITEM TYPE:Consent Agenda AGENDA SECTION:Consent Agenda (6:10pm) SUBJECT:Resolution No. 56, Series of 2025, A Resolution Approving the Rules of Procedure Appeal Hearings Before the Vail Town Council SUGGESTED ACTION:Approve, approve with amendments, or deny Resolution No. 56, Series of 2025. VAIL TOWN COUNCIL AGENDA ITEM REPORT ATTACHMENTS: Resolution _ 2025 Appeal Hearing Procedures .docx Rules of Procedure for Appeals jmm.docx 7 RESOLUTION NO. 56 Series of 2025 A RESOLUTION APPROVING RULES OF PROCEDURE APPEAL HEARINGS BEFORE THE VAIL TOWN COUNCIL WHEREAS, pursuant to Vail Town Code §§ 12-3-3(A)(4)(e) and 12-3-3(B)(4)(e) the Town Council may adopt procedures for the public hearing, including without limitation time allowances for the presentation of evidence and argument; and WHEREAS, the Town Council hereby adopts the procedures attached hereto as Exhibit A and incorporated herein by this reference (the “Hearing Procedures”) for the public hearing set for December 16, 2025, regarding the appeal of the Design Review Board decision on file number TC25-0009. NOW THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF VAIL, COLORADO THAT: Section 1. The Town Council hereby adopts the Hearing Procedures for the appeal of the Design Review Board decision regarding file number TC25-0009 as attached hereto as Exhibit A. Section 2. This Resolution shall take effect immediately upon its passage. INTRODUCED, PASSED AND ADOPTED at a regular meeting of the Town Council of the Town of Vail held this 16th day of November 2025. _________________________ Barry Davis, Mayor ATTEST: Stephanie Kauffman, Town Clerk 8 12/12/2025 C:\USERS\UFC-PROD\APPDATA\LOCAL\TEMP\BCL TECHNOLOGIES\EASYPDF 8\@BCL@3C17EDA2\@BCL@3C17EDA2.DOCX RULES OF PROCEDURE APPEAL HEARINGS BEFORE THE VAIL TOWN COUNCIL 1. Purpose. These Rules of Procedure ("Rules") are adopted pursuant to Vail Town Code §§ 12-3-3(A)(4)(e) and 12-3-3(B)(4)(e) to establish the procedures for appeal hearings to consider appeals of a decision by the Zoning Administrator, the Design Review Board (the "DRB") or the Planning and Environmental Commission (“PEC”) These Rules are intended to establish reasonable procedures to protect applicable due process rights and to ensure that hearings proceed in a fair and expeditious manner. 2. Burden of Proof. On all appeals challenging the decision of the Zoning Administrator, DRB and PEC the burden of proof is on the Appellant(s), as a whole, to establish that the decision was made in error. 3. 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. 4. 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. 5. Orderly Conduct. All persons appearing at the hearing shall act in an orderly and courteous manner. 6. Order of Proceedings. a. The Mayor shall open the hearing, and Town staff shall present the procedural history, including date of the decision of the Zoning Administrator or the dates of the DRB or PEC hearings and the decision. The Town Council may ask questions of Town staff during this presentation. b. Appellants shall present evidence, witness testimony, statements and arguments in support of the appeal, provided that pooling of time shall not be permitted between Appellants who are present or represented at the hearing. No cross examination of witnesses shall be allowed. The Town Council may ask questions of Town staff during this presentation. c. Applicant or Appellee shall then present any evidence, witness testimony, statements and arguments in support of the decision. The Town Council may ask questions of Town staff during this presentation. 9 2 12/12/2025 d. Following Applicant's/Appellee’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 not 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. No public comment shall be permitted. 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. 7. 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. 8. 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 decision of the Zoning Administrator, DRB or PEC. 10 AGENDA ITEM NO. 5.1 Item Cover Page DATE:December 16, 2025 TIME:10 min. SUBMITTED BY:Heather Knight, Community Development ITEM TYPE:Action Items AGENDA SECTION:Action Items (6:10pm) SUBJECT:Red Lion Permission to Proceed (6:10pm) SUGGESTED ACTION:Approve, approve with amendments, or deny permission to proceed. PRESENTER(S):Heather Knight, Planner II VAIL TOWN COUNCIL AGENDA ITEM REPORT ATTACHMENTS: Staff Memorandum 121625 Red Lion.pdf Attachment A. Red Lion Vicinity Map.pdf 11 TO: Vail Town Council FROM: Community Development Department DATE: December 16, 2025 SUBJECT: Red Lion Patios Permission to Proceed I. DESCRIPTION OF REQUEST The owner, Red Lion Building LLC, represented by Ruther Associates LLC, of the property located at 304 Bridge Street and 297 Hanson Ranch Road/Vail Village Filing 1, Block 5A, Lots E-H., is requesting permission for the use of Town property for patio spaces utilized by the redeveloped restaurant spaces. There are currently three separate leases for patios on Town right-of-way (ROW) for multiple tenants. However, this application in conjunction with a Conditional Use Permit updates the separate patio leases and combines the redeveloped patio spaces into one lease . Staff recommends that Town Council approve the applicant’s request. II. BACKGROUND/PROPOSAL The existing Red Lion Inn building was constructed in 1962 prior to the incorporation of the Town of Vail. After the incorporation of Vail, the property was subsequently zoned Commercial Core 1 (CC1). In 1974, the PEC approved an exterior alteration for an addition to the south and an outdoor patio. In 1980, the Red Lion became subject to the Vail Village Design Considerations of the Vail Village Master Plan which rendered the structure legally non-conforming with regard to site coverage. Several subsequent applications followed including several minor exterior alteration applications for the addition of patios and outdoor dining in front of the commercial spaces on the south side of the building. Notably, on October 21, 2025, the Vail Town Council approved Resolution No. 50, Series of 2025, which established a "no net loss" policy for existing square footage of eating and drinking establishments within the Red Lion Building. Resolution No. 50 amended the Vail Village Master Plan. The applicants proactively submitted the master plan amendment application to support this upcoming renovation of the commercial spaces within the Red Lion Building. Concurrently submitted with this Permission to Proceed application are Planning and Environmental Commission applications for a Major Exterior Alteration (PEC25-0041), 12 Town of Vail Page 2 Conditional Use Permit (PEC25-0039) and Landscape Variance (PEC25-0040). The current redevelopment program for the Red Lion building commercial area is to include: • Expansion of 2,761 square feet into an unexcavated space beneath the existing Red Lion patio for a restaurant space thus ensuring no net loss of eating and drinking establishment square footage • Reorient the west and south building facades to better engage with the pedestrian traffic on Bridge Street and Hanson Ranch Road • Realign the existing roof ridgelines over the street-level commercial spaces. • Two new retail spaces totaling 3,449 square feet in size along Bridge Street • Outdoor dining patios for ground level eating and drinking establishment spaces • No changes are proposed to the GRFA or the density of the residential units Three outdoor dining deck areas currently exist at the Red Lion Building. One each exists at the current Big Bear Bistro, Blue Cow Café, and the Red Lion Bar and Restaurant spaces. All have received prior approval of a conditional use permit from the Town of Vail Planning & Environmental Commission. Each of the outdoor dining decks continues to be operated in full compliance with the terms of the conditions granting the permit. The revised outdoor patios are proposed to be located within a similar footprint as the existing patios along Hanson Ranch Road. The patio space that was permitted as part of the COVID emergency ordinance along Bridge Street is proposed to be removed. In addition, the existing patio space to the east of the Big Bear Bistro along the Town of Vail stream tract will not be utilized as part of this application and will revert to Town of Vail managed property. The Fire and Public Works departments have reviewed the proposed patio locations and are approving of the layout as shown in the attached drawings. The applicant had previously proposed patio space between the southwest corner of the building and the Seibert fountain, but that portion of the patio was required to be removed to facilitate the required clearances for emergency vehicles. The proposed extent of the patios shown in the plans are the furthest that are permissible to maintain clearances necessary for public safety and no other option shall be reviewed as part of this application. The underlying land use of the subject sites is Vail Village Master Plan, and many elements of the Vail Village Master Plan suggest a vibrancy from pedestrian -oriented activities and uses. Goal 3 states that entertainment-oriented business and cultural activities should be encouraged in the core areas to create diversity. More night -time businesses, on-going events and sanctioned “street happenings” should be encouraged. Decks and patios are specifically called out in the Urban Design Plan to 13 Town of Vail Page 3 add to the pedestrian experience as they add an element of liveliness compared to an otherwise empty street. III. APPLICABLE PLANNING DOCUMENTS VAIL LAND USE PLAN 1. GENERAL GROWTH / DEVELOPMENT 1.3 The quality of development should be maintained and upgraded whenever possible. 1.4. The original theme of the old Village Core should be carried into new development in the Village Core through continued implementation of the Urban Design Guide Plan. 3. COMMERCIAL 3.5. Entertainment oriented business and cultural activities should be encouraged in the core areas to create diversity. More night-time businesses, on-going events and sanctioned “street happenings” should be encouraged. 4. VILLAGE CORE / LIONSHEAD 4.1. Future commercial development should continue to occur primarily in existing commercial areas. Future commercial development in the Core areas needs to be carefully controlled to facilitate access and delivery. 4.3. The ambiance of the Village is important to the identity of Vail and should be preserved. (Scale, alpine character, small town feeling, mountains, natural settings, intimate size, cosmopolitan feeling, environmental quality.) VAIL VILLAGE MASTER PLAN Objective 1.2: Encourage the upgrading and redevelopment of residential and commercial facilities. Objective 1.4: Recognize the “historic” importance of the architecture, structures, landmarks, plazas and features in preserving the character of Vail Village. Objective 2.2: Recognize the importance of Vail Village as a mixed use center of activities for our guests, visitors and residents. Objective 2.4: Encourage the development of a variety of new commercial activity where compatible with existing land uses. Objective 2.5: Encourage the continued upgrading, renovation and maintenance of existing lodging and commercial facilities to better serve the needs of our guests. 14 Town of Vail Page 4 Objective 3.1: Physically improve the existing pedestrian ways by landscaping and other improvements. Objective 3.3: Encourage a wide variety of activities, events, and street life along pedestrian ways and plazas. VAIL VILLAGE URBAN DESIGN GUIDE PLAN (in part) PEDESTRIANIZATION All new or expansion construction should anticipate the appropriate level of pedestrianization adjacent to the site. A major objective for Vail Village is to encourage pedestrian circulation through an interconnected network of safe, pleasant pedestrian ways. Many of the improvements recognized in the Urban Design Guide Plans, and accompanying Design considerations, are to reinforce and expand the quality to pedestrian walkways throughout the Village. STREETSCAPE FRAMEWORK Infill commercial storefronts expansion of existing buildings, or new infill development to create new commercial activity generators to give street life and visual interest, as attractions at key locations along pedestrian routes. DECKS AND PATIOS Dining decks and patios, when properly designed and sited, bring people to the streets, opportunities to look and be looked at, and generally contribute to the liveliness of a busy street, making a richer pedestrian experience than if those streets were empty. IV. STAFF RECOMMENDATION The Community Development Department recommends that the Town Council approve the applicant’s request for permission to proceed for the use of Town Property. V. ATTACHMENTS A. Vicinity Map (with approximate locations of proposed patios) 15 TC25-0010 Red Lion Patios Attachment A. Vicinity Map General area of patio locations 16 AGENDA ITEM NO. 6.1 Item Cover Page DATE:December 16, 2025 TIME:10 min. SUBMITTED BY:Jake Shipe, Finance ITEM TYPE:Action Items AGENDA SECTION:Public Hearings (6:20pm) SUBJECT:Ordinance No. 32, Series of 2025, Second Reading, An Ordinance Making Budget Adjustments to the Town of Vail General Fund, Capital Projects Fund, Real Estate Transfer Tax Fund, Housing Fund, and Heavy Equipment Fund of the 2025 Budget for the Town of Vail; Colorado; and Authorizing the Said Adjustments as Set Forth Herein; and Setting Forth Details in Regard Thereto (6:20pm) SUGGESTED ACTION:Approve, approve with amendments, or deny Ordinance No. 32, Series of 2025 upon second reading. PRESENTER(S):Jake Shipe, Budget Manager VAIL TOWN COUNCIL AGENDA ITEM REPORT ATTACHMENTS: Ordinance #32, Series of 2025 - Third Supplemental Budget (2nd Reading).pdf Third Supplemental of 2025 - Memo (2nd Reading).pdf 3rd Supp Powerpoint - Second Reading.pdf 17 Ordinance No. 32, Series of 2025 ORDINANCE NO. 32 SERIES OF 2025 AN ORDINANCE MAKING BUDGET ADJUSTMENTS TO THE TOWN OF VAIL GENERAL FUND, CAPITAL PROJECTS FUND, REAL ESTATE TRANSFER TAX FUND, HOUSING FUND, HEAVY EQUIPMENT FUND, AND DISPATCH SERVICES FUND OF THE 2025 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 2025 which could not have been reasonably foreseen or anticipated by the Town Council at the time it enacted Ordinance No. 18, Series of 2024, adopting the 2025 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 2025 Budget and Financial Plan for the Town of Vail, Colorado, and authorizes the following budget adjustments: General Fund $ 1,520,168 Capital Projects Fund 3,266,647 Real Estate Transfer Tax Fund 1,325,325 Housing Fund 681,634 Heavy Equipment Fund 7,500 Dispatch Services Fund 6,500 Interfund Transfers (383,493) Total $ 6,424,281 2. If any part, section, subsection, sentence, clause or phrase of this ordinance is for any 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 18 Ordinance No. 32, Series of 2025 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 2nd day of December 2025, and a public hearing shall be held on this Ordinance on the 16th day of December, 2025, at the regular meeting of the Town Council of the Town of Vail, Colorado, in the Municipal Building of the town. _______________________________ Barry Davis, Mayor ATTEST: ___________________________ Stephanie Kauffman, Town Clerk 19 Ordinance No. 32, Series of 2025 READ AND APPROVED ON SECOND READING AND ORDERED PUBLISHED IN FULL this 16th day of December 2025. _____________________________ Barry Davis, Mayor ATTEST: ________________________________ Stephanie Kauffman, Town Clerk 20 TO: Vail Town Council FROM: Finance Department DATE: December 16, 2025 SUBJECT: Third Supplemental Appropriation of 2025; 2nd Reading of Ordinance 32, Series of 2025 I. SUMMARY Since the approval of the second supplemental budget of 2025 on June 17, various unanticipated events and decisions have occurred that require adjustments to the 2025 budget. During Tuesday evening’s session, the Town Council will be asked to approve the second reading of Ordinance No. 32 making supplemental appropriations and adjustments to the 2025 budget. II. DISCUSSION Changes to the budget supplemental request from first reading General Fund • Revenue collected for the rental of the Donovan Pavilion and Grand View Room has exceeded initial expectations. Staff has reflected the following adjustments to revenue: o An increase in revenue of $120,000 for rental revenue of the Donovan Pavilion. Total annual collections for 2025 are estimated at $438,034. o An increase in revenue of $1,800 for rental revenue of the Grand View Room. Total annual collections for 2025 are estimated at $9,800. Additionally, staff is requesting to increase expenditures related to the Donovan Pavilion by $35,115. This includes the following items: o $19,965 for an increase in operational costs of the Donovan Pavilion and Grand View room requested by the Donovan Pavilion Management company. This includes enhanced advertising ($10,324), an updated sales kit ($4,611), and repair and replacement of chair cushions, tables, and the floor sweeper ($5,030). o $8,250 increase in commissions due to the Donovan Pavilion Management company o $6,900 for increased cost of water and sewer service at the Donovan Pavilion. • Staff is requesting to increase expenditures by $10,850 for insurance deductible payments related to claims for motor vehicle accidents. 21 -2 - Capital Projects Fund •Staff is requesting to re-allocate $10,000 of funds originally intended for network upgrades to instead be used for computer/workstation hardware purchases. The total proposed amended budget for hardware purchases is $100,000. The increase is due to greater-than expected hardware replacements with Windows 10 nearing its end-of-life leading to hardware gaps on some current equipment. Dispatch Services Fund •Staff is requesting to increase expenditures by $6,500 to increase the scope of the Mobile Responder Command and Control Tool to include an improved interface that provides greater efficiency for firefighters, emergency medical personnel, and dispatchers when responding to a call by reducing redundancy in dispatcher’s handling of calls after the initial dispatch. This is expected to decrease radio traffic and improve operational efficiency. The total cost of the command and control tool is $200,700. Information below is repeated from first reading, but totals have been updated to reflect the changes above Across all funds, this supplemental includes a net increase in expenditures totaling $6,424,281 to the 2025 budget. The majority of this amount, or $4,541,280, is attributed to expenditure increases previously approved by Council earlier in the year that now need to be caught up and reflected in the budget. An additional $865,586 represents increases which are directly offset by additional revenue sources, such as grants and donations. The remaining increase of $1,017,415 relates to costs proposed to increase due to unforeseen changes throughout the year as well as final true-ups of the capital projects. This supplemental budget also reflects the re-allocation of $813,491 of expenditures towards different uses than originally intended, which have a net-zero impact to the budget. General Fund Updated Revenue Projections In total, General Fund revenues are proposed to increase by $2,166,138. This includes $2,113,583 of adjustments to revenue projections based on year-to-date collections offset by a decrease in revenues projections of $890,000; a net $715,978 in revenues reimbursements and grants that are directly offsetting an increase in expenditures; and lastly $226,577 in interfund revenue adjustments which have no net-zero impact to the Town-wide revenue budget. During the 2025 budget process, revenue projections were developed conservatively, in-line with the Town’s budgeting philosophy. However, year-to-date collections have outperformed initial expectations. As a result, revenue forecasts have been adjusted upwards by $2,146,898 and allocated as follows: •Special Events Sales Tax: Budgeted revenue has been increased by $50,000. Total annual collections are forecasted to end the year at $200,000. •Design Review Board Fees: Budgeted revenue has been increased by $120,000 to an annual total of $235,000. The increase is largely due to the impact of the fee increases implemented in mid-2024. The number of DRB applications year-to-date are pacing similarly to 2024. •License & Permit Revenue: Budgeted revenue has been increased by a total of $115,060 including the following: 22 - 3 - o $54,000 for loading and delivery permits with annual collections estimated at $594,000 o $37,060 for short-term rental licenses with annual collections estimated at $453,060 o $24,000 for transportation permits with annual collections estimated at $39,000 • Fines & Forfeitures: Fine and penalty collections have been increased by $118,000 for Chain Law enforcement ($100,000) and higher-than anticipated fines on short-term rental properties ($18,000). Total annual collections for fines and forfeitures are budgeted at $337,116. • 5% RETT Collection Fees: An increase of $60,000, bringing the budgeted annual total to $445,000, with funds remitted to the General Fund. This corresponds with an increase in RETT forecasted RETT collections. RETT collections are estimated to end the year at $8,900,000, an increase of $1,200,000. • Insurance Reimbursements: $32,900 in reimbursements from insurance claims has been included • Interest Earnings: An increase of $1,590,938, bringing the annual total to $2,226,834. Year-to-date earnings through September total $1,926,835. Total interest earning across all funds has been increased by a total of $2,620,938 bring annual Town-wide estimated interest earnings to $4,972,826 for 2025. The revenue increases above will be offset by a decrease in daily summer parking collections by $890,000. Total summer parking revenues during 2025 (including pass sales) totaled $1,612,542 compared to an original budget of $2,503,359. In 2025, the Town implemented a daily summer paid parking program to help cover capital maintenance costs of the ageing infrastructure Comparatively, in 2024, only overnight stays and event parking were charged fees. Staff originally estimated summer parking collections at $2.5M based off of transaction data in the prior year, but believes actual revenues were lower than projected due to a combination of factors, including the total number of transactions, average duration of stays, and the volume of employee parking passes sold and used. Additionally, the Town expects to receive $715,978 in revenues that will be directly offset by increased expenditures. The increases include: • $530,363 for wildland fire deployments including the Palisades, Derby, Elk, Cutaway, Turner Gulch, and Rim Road fires. This will be offset by $399,788 of personnel costs, and $130,575 of travel, vehicle and equipment use, and miscellaneous costs related to the deployments. • Collections of a DUI enforcement grant award of $85,000 which go towards DIU enforcement efforts throughout the county • $54,000 in reimbursements for police contract overtime related to special events. The majority of this amount is related to the John Summit and Oktoberfest events. • A utilization of $10,500 of Friends of the Library donations towards a updating the new maker space including a new 3D printer, shelving, and workspaces • A scholarship of $1,000 from the American Public Works Association for an employee to attend an Asset Management class. Revenue increases will be reduced by $80,000 for a State Planning and Capacity grant originally budgeted in the General Fund. However those funds will be reallocated to the Capital Projects Fund to fund to be used towards the Community Development’s new permitting software. General Fund Expenditures will reflect a corresponding decreased for this change. This are no net impact on the total budget. The total cost of the permitting software is $140,160 and is funded as follows: o $100,000 from the DOLA Housing Capacity grant ($80,000) and Town 20% match ($20,000). o $40,160 of savings in the Civic Area Master Plan. 23 - 4 - Lastly, the General Fund reflects revenue adjustment of $260,077 related to the 5% administrative fee from the Housing Fund paid to the General Fund. This administrative fee reimburses the General Fund for administrative costs associated with collection of the Housing Sales Tax and the cost of administering the town’s housing programs including legal fees, human resources, software costs, finance and accounting, and well as audit fees. This was approved and supported by Council during the 2026 budget process. General Fund expenditures are proposed to increase by $1,520,168. Of this amount, $715,978 is reimbursed by the revenue reimbursement items listed above. The remaining $804,190 includes the following: • A $456,000 contribution to the Vail Mountaineer Hockey Club for the Rodeo Rink. Of this amount $300,000 will be paid back over five years (2026-2030) at $60,000 per year. This contribution was approved by Council in September. • $400,000 increase in legal and litigation fees. During 2025, the Town has incurred a higher-than-typical number of hours for legal services related to issues and lawsuits. This includes legal services related to the Loading & Delivery program, permitting disputes, election-related items, and deed restriction/EHU initiatives. The total proposed amended budget for legal services and litigation is $930,000. • $65,000 for increased water and sewer costs at Town-wide facilities. Over the past few years, water rates have risen significantly. The rates have risen particularly sharply for users in the higher usage tiers. Due to the nature of the high-usage at many larger Town-owned facilities, many of the Town’s meters fall into the highest tier, making the increase in water rates higher than the average increase implemented by the Eagle River Water and Sanitation district and difficult to estimate. The proposed amended budget for water and sewer fees at all General Fund facilities is $213,000. (An additional increase of $80,000 is included in the RETT fund for water and sewer fees at Town-owned parks and recreational facilities.) • $20,000 for the contribution to the Eagle Valley Community Foundation’s Community Market emergency food fund related to SNAP interruption. This represents up-to 4- weeks of support at $5,000 per week if the organization receives matching contributions of an equal amount from the community. This was approved by Council at the November 18th meeting. • $6,000 to catch-up for fire-alarm inspection fees that took place in 2024 but were not billed until 2025 This supplemental also reflects a re-allocation of existing expenditures to other funds or planning projects. These adjustments have a net-zero impact to Town-wide expenditures and include: • A decrease in General Fund expenditures by $140,160 to be reallocated to the Capital Projects fund towards the community development permitting software. This includes $100,000 from the DOLA Capacity Grant ($80,000) and Town match ($20,000), as well as $40,160 in savings from the Civic Area Master Plan. This was approved by Council at the July 15th meeting. • A reallocation of $60,000 in General Fund expenditures related to the destination stewardship plan implementation to be transferred to the RETT fund for the installation of water refill stations in Town to encourage a reduction in single-use plastic bottles. • A reallocation of $1,200 in planning project contingency towards the West Lionshead Master Plan ($1,000) and Transit Route and Operations planning ($200). The above adjustments to the General Fund 2025 budget result in a total projected fund balance of $46.1M. Of that amount, $19.5M is available above the minimum and not restricted for specific purposes. 24 - 5 - Capital Projects Fund Budgeted revenues will be adjusted by a total of $2,443,760. This includes the following: • $1,613,760 related to the Federal FTA 5339(B) grant towards the purchase of two electric buses. This grant was originally awarded in 2024 but was not re-appropriated in the first supplemental budget due to uncertainties around the collectability of this grant due to federal funding freezes. This grant has now been collected. • An increase in interest earnings of $750,000, bringing the annual total to $1,611,957. Year-to-date earnings through September total $1,448,997. • $80,000 in revenue from the DOLA Capacity Grant for the community development permitting software implementation re-allocated from the General Fund. Capital Projects Fund expenditures are proposed to increase by $3,266,647. This includes the following: • $1,940,000 for rockfall mitigation work near the Timber Ridge and Lionsridge developments. The total budget for this work is $2,040,000. This increase was approved by Council at the October 7th meeting. • $1,125,280 for the implementation of the Payroll and Human Resources Information System. The total budgeted cost is $1,415,280. This increase was approved by Council at the April 15th meeting. The first phase of the system has been rolled out with employee benefit open enrollment. The next phase of the system will roll out with payroll in December and lastly with recruitment and workforce management in the first quarter of 2026. • $61,207 for an increase to the Axon body worn camera contract. The total amount for 2025 is $163,207. In late 2024, the Police Department renewed the initial Axon contract early, which was set to expire in 2025. To ensure continuity of service and to upgrade departmental technology, the Police Department negotiated and executed a new five-year contract with Axon. This agreement included the acquisition of new and enhanced equipment for departmental use. However, due to miscommunications and billing discrepancies between both parties, an outstanding balance of $61,207 has been identified that includes charges associated with the original contract as well as the new and updated agreement.The 2026 budget will also require adjustment in-line with the updated contract. A request for $22,500 will be included in the first supplemental of 2026, for a total 2026 budget of $124,500. This supplemental also reflects a re-allocation of existing projects expenditures within the Capital Projects Fund. These adjustments have a net-zero impact to expenditures and include: • $268,791 has been reallocated from the Electric Bus Station installation project to the Bus Barn Fire Sprinkler upgrade. The total proposed amended budget for the Bus Barn Fire Sprinkler Upgrades is $1,018,791. The contract award for the construction of this project was approved by Council at the October 21st meeting. • $140,160 reallocation of expenditures from the General Fund for the community development permitting software. • To align with the final issuance of the Certificates of Participation for the Southface project, $30,416 will be transferred to the Housing Fund to reimburse the Housing Fund for predevelopment and issuance costs paid directly by the Town. All of the above adjustments will result in an estimated available balance of $17.7 million by the end of 2025. Of this amount, $248.0K is available above the minimum reserve and not restricted for specific purposes. Real Estate Transfer Tax (RETT) Fund 25 - 6 - Real Estate Transfer Tax revenues include a projected increase of $1,843,725. Of this amount, $153,825 is directly offset by an increase in expenditures ($138,825) or a reimbursement for existing expenditures ($15,000). This includes the following items: • $73,000 in donations from Kent Logan ($70,000), Winmax ($1,000), Bronfman ($1,000), and Vail International Gallery towards the art studio programming along with the studios Grand Opening Challenge • $55,000 for the Eagle County intergovernmental agreement for wildfire mitigation work. Of this amount, $15,000 is for personnel and vehicle costs already in the budget. • $15,000 donation from the Borgen Family towards the Booth Heights Open Space • $11,400 for utilization of additional built-up bag fees towards the Hard to Recycle event and support for the Zero Hero program. In total, $64,400 in bag fees will be used in 2025 towards these events. • $4,000 in donations towards prizes for the Sole Power program • A $500 donation from the Vail Board of Realtors for the wildfire evacuation game night The remaining increase in RETT fund revenues is related to the following items: • $1,200,000 increase in Real Estate Transfer Tax collections with annual collections estimated at $8,900,000. Year-to-date collections through November 24 total $8,722,436. A corresponding expenditure increase in the 5% collections fee to the General Fund of $60,000 has also included. • An increase in interest earnings of $420,000, bringing the annual total to $633,405. Year-to-date earnings through September total $617,695. • A $60,000 transfer from the General Fund to utilize destination stewardship funding on the installation of water refill stations to encourage the reduction of single use plastics. Staff is requesting to increase expenditures in the RETT Fund by $1,325,325. Of this amount, $138,825 is reimbursed by the revenue items listed. The remaining increases are related to the following items: • $1,000,000 was shifted forward from 2026 in the five-year plan to allow construction of the Gore Creek Promenade rehabilitation and amenity upgrades to go under contract in 2025. This was approved by Council at the August 5th meeting. • $80,000 for increased water and sewer costs at Town-wide parks. Over the past few years, water rates have risen significantly. The rates have risen particularly sharply for users in the higher usage tiers. Due to the nature of the high-usage at many larger Town-owned parks, many of the Town’s meters fall into the highest tier, resulting in an increase in water rates higher than the average increase implemented by the Eagle River Water and Sanitation district and difficult to estimate. The proposed amended budget for water and sewer fees at all RETT parks and recreational facilities is $229,350. This supplemental also reflects a re-allocation of existing projects expenditures in the Real Estate Transfer Tax Fund. These adjustments have a net-zero impact to expenditures and include: • A reallocation of $158,000 in savings from the Ford Park Lower Bench Turf repair. At the September 2nd Council meeting, these savings were approved to be used towards the following: o $118,000 for improvements to the Ford Park Vehicle entryway, including an improved gate and equipment reconfiguration. o $40,000 for an increase in the cost of the construction of the Ford Park Art Studio • A re-allocation of $2,500 in savings from streambank mitigation work at the Golf Course towards final repair and maintenance costs at the Dobson Arena prior to redevelopment. The above adjustments will result in an estimated fund balance of $7.0M; however only, $5.0M of that amount is available above the minimum reserve. 26 - 7 - Housing Fund Budgeted revenue will increase by $953,936 offset by a decrease in revenue of $155,000 to reflect the following adjustments: • $434,707 in revenue collections for the Timber Ridge EHU Credit program. • An increase in interest earnings of $280,000, bringing the annual total to $330,000. Year- to-date earnings through September total $330,000. • $180,000 for the buyout of the deed restriction associated with the property at 2349 Chamonix Lane • $48,446 increase in reimbursements from the Vail Home Partners and Capital Projects fund for predevelopment costs at the Southface project based on final bond issuance details. • $10,783 in collections of the Housing Fee in Lieu. These collections are offset by an equal increase in expenditures to be used towards future buydown program purchases. • A decrease in revenue of $30,000 related to the reduced sales price of Pitkin Creek #7N. The final sales price of $450,000 was approved by Council on October 7th. • A decrease in revenue of $125,000 related to the reduced sales price of Pitkin Creek #3B. The final sales price of $500,000 was approved by Council on November 4th. Expenditures are proposed to increase by $681,634. Of this amount, $10,783 is reimbursed by the revenue items listed. The remaining increases in expenditures are related to the following items: • A $410,774 increase in predevelopment costs for the Southface project based on the final project structure and timing. • $260,077 for the 5% administrative fee from the Housing Fund paid to the General Fund. This administrative fee reimburses the General Fund for administrative costs associated with collection of the Housing Sales Tax and the cost of administering the town’s housing programs including legal fees, human resources, software costs, finance and accounting, and well as audit fees. This was approved and supported by Council during the 2026 budget process. This supplemental also reflects a re-allocation of existing expenditures in the Housing Fund. These adjustments have a net-zero impact to expenditures and include: • A re-allocation of $250,000 of Vail InDeed expenditures towards the predevelopment of the East Vail housing project at the recently acquired East Vail parcel. This adjustment was requested by Council during the 2026 budget process. • A re-allocation of $3,000 of place-held buy-down housing expenditures towards the Pitkin Creek #7N buydown unit ($2,500) and the Pitkin Creek #3B buydown unit ($500). These increases are due to final acquisition and holding costs prior to the resale of the units. The above adjustments will result in an estimated fund balance of $1.4M at the end of 2025. Heavy Equipment Fund Budgeted expenditures are proposed to increase by $7,500 to adjust for the increase cost of outfitting a Ford F150 police vehicle which is reaching its end of life and being replaced with a PD Ford Interceptor. Generally, staff attempts to salvage add-on equipment such as light bars when an older police vehicle is up for replacement. However, due to differences in the current Ford F150 platform, the equipment cannot be transferred and needs to be purchased, increasing the cost of the vehicle from the original estimate. The total acquisition cost for this vehicle is $72,200. 27 - 8 - III. ACTION REQUESTED OF COUNCIL Staff recommends that council approve Ordinance No. 32, Series of 2025 upon Second Reading. 28 Changes since First Reading Proposed 2025 1st 2025 2nd 2025 3rd 2025 Budget Supplemental Amended Supplemental Amended Supplemental Amended Notes Revenue Local Taxes:42,064,000$ 42,064,000$ 42,064,000$ 42,064,000$ Sales Tax Split b/t Gen'l Fund & Capital Fund 62/38 62/38 62/38 62/38 Sales Tax 26,280,000 26,280,000 26,280,000 50,000 26,330,000 Increased special event sales tax ($50.0K) Property and Ownership 8,083,644 8,083,644 8,083,644 8,083,644 Ski Lift Tax 6,915,427 6,915,427 6,915,427 6,915,427 Franchise Fees, Penalties, and Other Taxes 1,971,710 1,971,710 1,971,710 1,971,710 Licenses & Permits 3,216,565 3,216,565 3,216,565 235,060 3,451,625 Increased DRB fees ($120.0K); Increased STR Licenses ($37.0K); Transportation permits ($24.0K); Loading & Delivery permits ($54.0K) Intergovernmental Revenue 3,575,621 (4,820) 3,570,801 424,808 3,995,609 535,363 4,530,972 Wildland fire deployment reimbursements ($530.3K); 2025 - 2026 DUI Enforcement Grant ($85.0K); Portion of Housing Capacity Grant shifted to CPF for Permit System (-$80.0K) Transportation Centers 8,992,252 2,173,244 11,165,496 11,165,496 (890,000) 10,275,496 Summer parking collections below initial first-year estimates (-$890.0K) Charges for Services 1,586,377 12,883 1,599,260 86,848 1,686,108 374,077 2,060,185 Housing Fund Administrative Fee ($260.0K); Increased RETT Collection Fees ($60.0K) PD Event Contract OT ($54.0K) Fines & Forfeitures 219,116 219,116 219,116 118,000 337,116 Increased court fines ($100.0K); STR Fines ($18.0K) Earnings on Investments 635,896 635,896 635,896 1,590,938 2,226,834 Increased earnings on investments ($1.6M) Rental Revenue 740,387 740,387 740,387 121,800 862,187 Increased rental revenue at Donovan Pavilion ($120.0K) and Grand View Room ($1.8K) Miscellaneous and Project Reimbursements 116,000 116,000 116,000 44,400 160,400 Insurance reimbursements ($32.9K); Utilize Library donations towards Maker Space ($10.5K); AWPA Scholarship ($1.0K) Total Revenue 62,332,995 2,181,307 64,514,302 511,656 65,025,958 2,179,638 67,205,596 Expenditures Salaries 30,495,338 392,198 30,887,536 (59,070) 30,828,466 411,301 31,239,767 Wildland Deployment salaries/overtime ($357.3K); Reimbursed contract police overtime at special events ($54.0K) Benefits 9,565,532 150,451 9,715,983 (5,741) 9,710,242 42,487 9,752,729 Wildland Deployment benefits ($42.5K) Subtotal Compensation and Benefits 40,060,870 542,649 40,603,519 (64,811) 40,538,708 453,788 40,992,496 Contributions and Welcome Centers 360,551 360,551 360,551 476,000 836,551 Rodeo Rink Contribution ($456.0K); Eagle Valley Community Foundation emergency food fund contribution ($20.0K) Childcare Program Funding 551,000 551,000 551,000 551,000 All Other Operating Expenses 13,219,704 529,499 13,749,203 174,000 13,923,203 744,040 14,667,243 Increased Legal Fees ($400.0K); DUI Enforcement funds ($85.0K); Wildland deployment operational costs ($130.6K); Increased water and sewer costs ($65.0K); Maker space upgrade ($10.5K); Increased Donovan Pavilion operational Costs ($35.1K); Insurance deductible payments ($10.9K) Heavy Equipment Operating Charges 3,530,452 69,796 3,600,248 3,600,248 3,600,248 Heavy Equipment Replacement Charges 1,340,867 1,340,867 1,340,867 1,340,867 Dispatch Services 827,331 827,331 827,331 827,331 Total Expenditures 59,890,775 1,141,944 61,032,719 109,189 61,141,908 1,673,828 62,815,736 Surplus (Deficit) from Operations 2,442,220 1,039,363 3,481,583 402,467 3,884,050 505,810 4,389,860 TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES AND CHANGES IN FUND BALANCE GENERAL FUND 29 Changes since First Reading Proposed 2025 1st 2025 2nd 2025 3rd 2025 Budget Supplemental Amended Supplemental Amended Supplemental Amended Notes TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES AND CHANGES IN FUND BALANCE GENERAL FUND Transit Route & Operations Planning - (19,680) (19,680) (19,680) (200) (19,880) Utilize portion of contingency towards West Lionshead ($200) Destination Stewardship Mgmt. Plan - (160,596) (160,596) (160,596) 60,000 (100,596) Utilize funds towards water filling stations in RETT fund (-$60.0K) Civic Area Master Plan (150,000) (78,772) (228,772) (228,772) 40,160 (188,612) Utilize savings in Civic Area Master Plan towards permitting software implementation (-$40.2K) West Vail Master Plan (150,000) (150,000) (150,000) (150,000) West Lionshead Master Plan - (130,000) (130,000) (130,000) (1,000) (131,000) Utilize portion of contingency towards West Lionshead ($1.0K) Neighborhood Drainage Master Plan (350,000) (350,000) (350,000) (350,000) Housing Capacity Initiatives - (259,125) (259,125) (259,125) 100,000 (159,125) Re-allocate portion of grant expenditures to CPF for permitting software implementation (-$100.0K) Contingency (50,000) (50,000) (50,000) 1,200 (48,800) Utilize portion of contingency towards West Lionshead and Transit Route Planning (-$1.2K) Net Increase /(Decrease) due to One- Time Items: (700,000) (648,173) (1,348,173) - (1,348,173) 200,160 (1,148,013) Transfer (to)/from VLMD for Special Events (2,522,299) (2,522,299) (2,522,299) (2,522,299) Transfer to Capital Projects Fund for Dobson Renovation (CPF Loan)(8,000,000) (8,000,000) (8,000,000) Transfer from RETT for Destination Stewardship - - 13,500 13,500 (13,500) - Transfer (to) RETT for Destination Stewardship - (23,510) (23,510) (23,510) (46,500) (70,010) Transfer Destination Stewardship funds to RETT for bottle filling station installations ($60.0K) Timber Ridge Transfer to TR for Redevelopment (Loan to TR)- (229,233) (229,233) (229,233) (229,233) $20.3M Loan for TR units Surplus (Deficit) Net of Transfers and One-Time Items (1,780,079) 1,138,447 (641,632) (7,584,033) (8,225,665) 645,970 (7,579,695) Beginning Fund Balance 53,700,860 53,700,860 53,700,860 53,700,860 Ending Fund Balance 51,920,780$ 53,059,227$ 45,475,194$ 46,121,164$ As % of Annual Revenues 83%82%70%69% Reserved/Restricted Fund Balances Reserve Minimum Requirement (25% of Revenues)15,583,249 545,327 16,128,575 127,914 16,256,489 16,256,489 Parking Capital Reserve 5,000,000 1,230,000 6,230,000 6,230,000 6,230,000 Employee Homeownership Program (EHOP) Balance 1,621,907 1,621,907 500,000 2,121,907 2,121,907 Childcare Program Reserve funded by Tobacco Tax 2,032,179 2,032,179 2,032,179 2,032,179 2,032,179 Total Ending Reserved Fund Balances 24,237,335 1,775,327 26,012,661 2,660,093 26,640,575 - 26,640,575 Ending Fund Balance- Available 27,683,446$ 27,046,566$ 18,834,619$ 19,480,589$ 30 Changes since First Reading Proposed 2025 1st 2025 2nd 2025 3rd 2025 Budget Supplemental Amended Supplemental Amended Supplemental Amended Description Revenue Total Sales Tax Revenue:42,064,000$ 42,064,000$ 42,064,000$ 42,064,000$ Sales Tax Split between General Fund & Capital Fund 62/38 62/38 62/38 62/38 Sales Tax - Capital Projects Fund 15,984,000$ 15,984,000 15,984,000 15,984,000 Use Tax 2,502,000 2,502,000 2,502,000 2,502,000 Franchise Fee - 1,123,392 1,123,392 1,123,392 1,123,392 Utilization of 1% Franchise Fee for Holy Cross underground utilities project ($1.1M) Federal Grant Revenue - - - 1,613,760 1,613,760 Federal Grant #24-HTR0ZL00250 for purchase of two buses received ($1.6M) Other State Revenue - 1,246,043 1,246,043 (154,079) 1,091,964 80,000 1,171,964 Roll forward unused MMOF Grant towards Mobility Hub Design ($750.0K); CO Energy Office Geothermal Design Grant ($250.0K); MMOF Grant toward Bollards ($92.0K); CDOT Grant towards 3 electric bus chargers ($154.1K); Eliminate Reappropriation of CDOT #22-HTR-ZL-011 Received in 2024 (154.0K); DOLA Housing Capacity Grant utilized towards permitting software ($80.0K) Lease Revenue 172,270 172,270 172,270 172,270 Per Vail Commons commercial (incr. every 5 years) Project Reimbursement - 774,437 774,437 774,437 774,437 Reappropriate utilization of HCE Funds for Underground Utility Project with Holy Cross ($774.4K) Timber Ridge Loan repayment 462,909 462,909 462,909 462,909 Earnings on Investments and Other 861,957 861,957 861,957 750,000 1,611,957 Increased earnings based on YTD collections ($750.0K) Total Revenue 19,983,136 3,143,872 23,127,008 (154,079) 22,972,929 2,443,760 25,416,689 Expenditures Facilities Facilities Capital Maintenance 430,000 430,000 430,000 430,000 Annual repair and maintenance costs of Town-owned facilities. Municipal Complex Maintenance 260,000 442,788 702,788 702,788 702,788 Annual repair and maintenance cost of Municipal Complex including the Police Department Building Energy Enhancement Projects 25,000 50,000 75,000 75,000 75,000 Re-appropriate unspent placeholder funds towards efficiency enhancements in Town building, pending results of 2024 Energy Audit ($50.0K) Public Works Specialty Equipment 30,000 30,000 30,000 30,000 Purchase of Sign Shop Printer ($30.0K) Welcome Center/Grandview Capital Maintenance 25,000 25,000 25,000 25,000 Placeholder for annual capital maintenance of Welcome Center and Grandview Room Purchase of Employee Rental Units - 2,046,641 2,046,641 2,046,641 2,046,641 Re-appropriate funds towards purchase of Hamlet Townhome Unit #3 ($1.8M); New funding as true-up for Hamlet #3 unit due to final commission negotiations and discrepancy during staff turnover ($234.9K); All Future purchases of employee units will be reflected in the Internal Housing Fund Geothermal Energy System 1,500,000 343,096 1,843,096 1,843,096 1,843,096 Placeholders for geothermal component of snowmelt boiler replacement ($1.5M); Re-appropriate design funds for Geothermal Energy District ($394.9K); Reduce budget by $51.8K for Art Studio budget increase to connect to existing Geothermal Well in RETT fund ($51.8K); Snowmelt Boilers Replacement - 1,895,594 1,895,594 1,895,594 1,895,594 Placeholder for routine replacement of snowmelt boilers with like-equipment; May be necessary depending on financial and technical feasibility and timing of the Geothermal Energy District currently under exploration Arrabelle Snowmelt Boilers - 190,000 190,000 190,000 190,000 Re-appropriate funds towards Arabelle Boiler Replacement - Shared cost managed by Vail Resorts ($190.0K) Donovan Pavilion Remodel 59,500 50,000 109,500 109,500 109,500 Main Floor refinishing/resealing ($35.0K); Walk-behind floor buffer/sweeper ($10.0K); Furniture Replacements ($14.5K); Re-appropriate 2024 placeholder as capital maint contingency ($50.0K) Mountain Plaza Elevator Renovation 100,000 100,000 100,000 100,000 Placeholder for Mountain plaza elevator renovation (shared cost with Vail Resorts) Vail Mobility Hub Expansion - 1,500,000 1,500,000 1,500,000 1,500,000 Re-appropriate funds for design of Vail Mobility Hub Expansion, offset by $750K MMOF match grant included in state reimbursements above ($1.5M) TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE CAPITAL PROJECTS FUND 31 Changes since First Reading Proposed 2025 1st 2025 2nd 2025 3rd 2025 Budget Supplemental Amended Supplemental Amended Supplemental Amended Description TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE CAPITAL PROJECTS FUND Fire Sprinkler Upgrades at Bus Barn - 780,000 780,000 780,000 268,791 1,048,791 Reappropriate funds towards Bus Barn fire sprinkler upgrades; Project is still in engineering phase ($600.0K); Utilize 2024 savings in routine PW Shops maintenance towards increase in estimated cost of Bus Barn fire sprinkler upgrades, pending design outcomes ($180.0K); Utilize additional savings in Bus Barn Charger upgrades towards increased cost in Fire Sprinkler upgrades based on design outcomes ($268.8K) Public Works Shops Expansion - 18,058 18,058 18,058 18,058 Re-appropriate funds towards architectural feasibility and planning for identified phase two expansion opportunities ($18.0K) Total Facilities 2,429,500 7,316,177 9,745,677 - 9,745,677 268,791 10,014,468 Parking Parking Structures 1,697,000 1,217,577 2,914,577 2,914,577 2,914,577 Various annual repairs including deck topping replacement, expansion joint repairs, ventilation, HVAC, plumbing and other structural repairs Parking Entry System / Equipment - 353,214 353,214 353,214 353,214 Ongoing Parking Entry System capital repair and maintenance Re-appropriate funds for remaining parking system replacement costs, including subscription recognized over 5-years ($233.2K); Re-appropriate ongoing parking replacement equipment purchases for damaged items ($55.0K); Shift parking maintenance budget from GF for accounting consistency ($50.0K); Parking pass system buildout for summer passes ($15.0K) 2027: Placeholder for Parking Structure Entry System Replacement ($1.0M) Red Sandstone Parking Structure - 40,000 40,000 40,000 40,000 Placeholder for routine capital maintenance at Red Sandstone Parking Structure ($40.0K) Total Parking 1,697,000 1,610,791 3,307,791 - 3,307,791 - 3,307,791 Transportation Bus Shelters 50,000 50,000 50,000 50,000 Annual Bus Shelter Maintenance ($30.0K) Add solar lighting to existing shelters ($20.0K) Timber Ridge Transit Stop - 1,908,277 1,908,277 1,908,277 1,908,277 Re-appropriate construction of a transit stop at the new Timber Ridge housing development ($1.9M) Replace Buses - 2,139,050 2,139,050 2,139,050 2,139,050 Re-appropriate $2.1M for two electric buses which are still awaiting delivery (May be offset by $1.6M of potential federal grant funding) Electric bus chargers and electrical service rebuild - 268,791 268,791 268,791 (268,791) - Utilize savings in electric bus chargers towards Bus Barn Sprinkler Upgrades ($268.8K) Car Share Program Infrastructure 117,675 117,675 117,675 117,675 Purchase of two vehicles ($100K) for car share program; upgrades to Electric Chargers ($17.7K) for implementation of Car Share program Total Transportation 167,675 4,316,118 4,483,793 - 4,483,793 (268,791) 4,215,002 Road and Bridges Capital Street Maintenance 1,660,000 1,660,000 1,660,000 1,660,000 Annual Capital Maintenance of Town-maintained streets Street Light Improvements 75,000 440,000 515,000 515,000 515,000 Annual Town-Wide street light replacement ($80.0K); Re-appropriate funds towards neighborhood street light replacements scheduled for this year ($440.0K) Neighborhood Bridge Repair - 408,036 408,036 408,036 408,036 Re-appropriate ongoing bridge scour mitigation project at Chamonix Rd ($408.0K) Seibert Fountain Improvements - 27,082 27,082 27,082 27,082 Utilize 2024 savings from circulation pump replacement not implemented towards repairs to the drain lines in the equipment vault to prevent flooding ($27.1K) Roundabout Lighting Project - 488,939 488,939 488,939 488,939 Re-appropriate funds to complete lighting project at Town Center ($488.9K) Neighborhood Road Reconstruction - 1,553,694 1,553,694 1,553,694 1,553,694 Re-appropriate funds towards delayed Meadow Dr culvert lining, Black Gore Dr culver replacements, and Meadow Dr/Meadow Ln drainage improvements design ($1.6M) South Frontage Road Pedestrian Improvements 250,000 250,000 250,000 250,000 Design of pedestrian improvements on the South Frontage Road (paved bike lanes/shoulders, sidewalk sections) between W LH Circle and E LH Circle, and Donovan to Westhaven ($250.0K) 2027: Construction of pedestrian improvements from W LH Circle to E LH Circle ($1.0M) Vail Village Streetscape/Snowmelt Repair - 900,000 900,000 900,000 900,000 Re-appropriate funds towards Vail Village snowmelt repairs with a reduced scope ($900.0K) 32 Changes since First Reading Proposed 2025 1st 2025 2nd 2025 3rd 2025 Budget Supplemental Amended Supplemental Amended Supplemental Amended Description TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE CAPITAL PROJECTS FUND Lionshead Streetscape/Snowmelt Replacement (VRA)- 50,000 50,000 50,000 50,000 Re-appropriate funds as contingency for snowmelt repairs ($50.0K) Total Road and Bridge 2,020,000 3,867,751 5,887,751 (35,000) 5,852,751 - 5,852,751 Technology Town-wide camera system 50,000 30,000 80,000 80,000 80,000 Annual maintenance of Town-wide camera system Utilize 2024 savings in routine camera maintenance towards placeholder for installation of cameras at $ Audio-Visual capital maintenance 100,000 100,000 100,000 100,000 Annual maintenance of hardware set to support internal and external meeting spaces ($50.0K) Update of A/V systems in Council Chambers, Grandview/Library/Community room/Donovan A/V systems; Replacement cycle every 3-5 years ($100K) Cybersecurity 140,000 140,000 140,000 140,000 Annual Investment in cybersecurity, to keeps up with the ongoing changes that are required to maintain a safe and secure computing environment; Includes annual fees for security programs Software Licensing 959,135 36,000 995,135 995,135 995,135 Annual software licensing and support for town wide systems (3% Annual Increase) UbiPark annual fees - implemented Fall 2024 ($36.0K) Hardware Purchases 90,000 90,000 90,000 10,000 100,000 Workstation replacements (20-25 per year); Re-allocate $10.0K of network upgrade budget towards computer/workstation hardware purchases ($10.0K) Website and e-commerce 75,000 75,000 75,000 75,000 Annual website maintenance (3% Annual Increase) Fiber Optics / Cabling Systems in Buildings 50,000 719,949 769,949 769,949 769,949 Repair, maintain & upgrade cabling/network Infrastructure ($75.0K) Reappropriate funds towards ongoing design of redundant Fiber Optic paths in the Town ($719.9K) Network upgrades 150,000 150,000 150,000 (10,000) 140,000 Computer network systems - replacement cycle every 3-5 years ($150K) Data Center (Computer Rooms)150,000 150,000 150,000 150,000 Annual data center maintenance ($150K) Broadband (THOR)115,000 115,000 115,000 115,000 Annual Broadband Expenses (3% Annual Increase) Business Systems Replacement 185,000 255,231 440,231 440,231 1,265,440 1,705,671 Placeholder for Human Resources/Enterprise Information System ($120.0K); Employee Housing Unit compliance software ($35.0K); Re-appropriate funds for ongoing Budget Software Implementation ($18.0K); Strategic Planning Milestone tracking software ($49.9K); Parking data reporting software ($17.3K); $150.0K increase in HR/Enterprise IS system to include replacement of the payroll system; Increase in HR/Payroll system cost ($1.1M); Com Dev Permitting Software, partially offset by DOLA local capacity planning grant ($140.2K) Total Technology 2,064,135 1,041,180 3,105,315 - 3,105,315 1,265,440 4,370,755 Public Safety Public Safety IT Equipment 75,000 75,000 75,000 75,000 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 241,387 241,387 241,387 61,207 302,594 Annual licensing/maintenance costs for Axon Body-Worn Camera Equipment ($102.0K), Flock License Plate Readers ($15.0K); Purchase of Skydio X10 Drones ($48.4K); Increased cost of Axon body- worn camera licensing/maintenance ($61.2K) Fire Safety Equipment 45,000 45,000 45,000 45,000 Knox Box System Replacement/Upgrade ($45.0K): Drone Expansion ($16.0K); Extrication Equipment ($35.0K) Radio Equipment replacement/expansion 1,020,000 1,020,000 1,020,000 1,020,000 Replacements of radios for PW, PD and Fire (approximately every 5 years) ($1.0M) Fire Truck Replacement - 69,285 69,285 69,285 69,285 Re-appropriate remaining funds for Enforcer Aerial Ladder Truck Upfitting ($69.3K) Total Public Safety 1,381,387 214,285 1,595,672 (145,000) 1,450,672 61,207 1,511,879 Community and Guest Service Children's Garden of Learning Capital Maintenance - 32,248 32,248 32,248 32,248 West Side Siding replacement due to warping from weather exposure utilizing 2024 savings in gutter/heat tape replacement ($32.2K) 33 Changes since First Reading Proposed 2025 1st 2025 2nd 2025 3rd 2025 Budget Supplemental Amended Supplemental Amended Supplemental Amended Description TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE CAPITAL PROJECTS FUND Energy Enhancements 130,000 62,872 192,872 192,872 192,872 Installation of EV stations to meet increased demand ($130.0K); Utilize 2024 savings in new charger installations towards upgrading existing Level 2 Wiring and addition of Tesla chargers to Level 3 stations in Lionshead Parking Structure ($62.9K); Utilize savings in 2025 deferred projects towards Energy Performance Contract which includes installation of new EV chargers (-$157.0K) Pedestrian Safety Enhancements 200,000 366,213 566,213 566,213 566,213 Design of Pedestrian improvements through Main Vail Underpass ($200.0K); Re-appropriate funds towards RFP Crossing near Safeway to be constructed this year ($366.2K) Bollard Installation Project - 389,747 389,747 389,747 389,747 Re-appropriate ongoing bollard installation project partially offset by MMOF Grant funding ($389.7K) Underground Utility improvements - 4,181,558 4,181,558 4,181,558 4,181,558 Re-appropriate underground HCE from Main Vail to East Vail in conjunction with fiber conduit scheduled to begin in 2025 ($4.2M) Land Safety Improvements - - 100,000 100,000 1,940,000 2,040,000 Rock fall mitigation on Town-owned land on the northside of Lionsridge Loop near Timber Ridge and Lionsridge housing sites; Additional funding for larger scope of mitigation project ($1.9M) Guest Services Enhancements/Wayfinding - 717,413 717,413 717,413 717,413 Re-appropriate funds towards ongoing replacement of damaged signs ($6.9K); Utilize savings from electric bus signage project towards ongoing replacement of damaged signs ($15.0K); Re-appropriate ongoing installation of new signage to guide guests to available parking ($695.5K) Vehicle Expansion 65,000 45,974 110,974 110,974 110,974 Vehicle for Deputy Chief of Community Risk Reduction position (added in 2024); Upfitting of two PD take- home expansion vehicles ($46.0K) Total Community and Guest Service 395,000 5,796,025 6,191,025 100,000 6,291,025 1,940,000 8,231,025 Total Expenditures 10,154,697 24,162,327 34,317,024 (80,000) 34,237,024 3,266,647 37,503,671 Dobson Financing Sources/(Uses) Transfer Fund Balance from RETT 762,546 (15,397) 747,149 5,000,000 5,747,149 5,747,149 Transfer Dobson maintenance budget from RETT 5 year plan; Reduce funds available for transfer used for repairs completed in 2024 ($15.4K); Increase transfer from RETT for Dobson Arena Redevelopment ($5.0M) Transfer from General Fund - - 8,000,000 8,000,000 8,000,000 Transfer from General Fund for Dobson Arena Redevelopment (to be repaid 2026 - 2027) Vail Recreation District Contribution - - 3,400,000 3,400,000 3,400,000 Contribution from VRD towards Dobson Redevelopment Transfer from Vail Reinvestment Authority 4,361,633 1,741,906 6,103,539 9,381,033 15,484,572 15,484,572 Re-appropriate transfer from VRA for Dobson Redevelopment ($1.7M); Increase transfer from Vail Reinvestment Authority towards Dobson Arena Redevelopment ($6.1M) Dobson Redevelopment (50,350,000) (1,741,906) (52,091,906) (52,091,906) (52,091,906) Dobson redevelopment; Reappropriate funds towards ongoing Dobson Arena Redevelopment to begin construction in spring ($1.7M) Total Net Dobson Financing Sources/(Uses)(20,495,821) (15,397) (20,511,218) 1,051,033 (19,460,185) - (19,460,185) Southface Certificates of Participation Source/(Uses) West Middle Creek COP Proceeds - - 65,308,920 65,308,920 65,308,920 Recognize revenues and expenditures related to the issuance of Interest Earned on COPs - - 2,726,590 2,726,590 2,726,590 Certificates of Participation for the Southface project, and transfer of Discount on Bond Proceeds - - (186,307) (186,307) (186,307) funds to Vail Home Partners for development Costs of Issuance and Compliance - - (323,250) (323,250) 30,416 (292,834) Cost of COP issuance; Reduced issuance costs (-$30.4K) Debt Service Payments - - (1,821,680) (1,821,680) (1,821,680) Southface debt payments Transfer to Vail Home Partners - - (57,225,359) (57,225,359) (57,225,359) COP funds transferred to Vail Home Partners for Southface development Southface COP Sources/(Uses)- - - 8,478,914 8,478,914 30,416 8,509,330 Excess Bond Proceeds are restricted for capitalized debt payments in the fund balance 34 Changes since First Reading Proposed 2025 1st 2025 2nd 2025 3rd 2025 Budget Supplemental Amended Supplemental Amended Supplemental Amended Description TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE CAPITAL PROJECTS FUND Other Financing Sources/(Uses) Debt Service Payment (1,158,298) (1,158,298) (1,158,298) (1,158,298) PW Shops Debt Service Payment Transfer to Internal Employee Housing Fund - (52,631) (52,631) (52,631) (52,631) Transfer to IEHRF for incomplete remodel projects on new units from 2024, including Buffehr Creek Unit window replacements ($52.6K) Transfer to Housing Fund (2,500,000) (2,500,000) (2,500,000) (2,500,000) Annual appropriation towards community housing projects (Transfer to Housing Fund) Transfer to Housing Fund (W. Middle Creek)(9,000,000) (1,000,000) (10,000,000) 4,464,816 (5,535,184) (30,416) (5,565,600) Loan to HF for W. Middle Creek (Increase total to $10.0M Previously in GF); Decrease loan to Housing Fund for W. Middle Creek (-$4.5M) reimbursed by bond proceeds; Reimburse Housing Fund for additional issuance/predev costs ($30.4K) Total Other Financing Sources/(Uses)(12,658,298) (1,052,631) (13,710,929) 4,464,816 (9,246,113) (30,416) (9,276,529) Revenue Over (Under) Expenditures (23,325,680) (22,086,483) (45,412,163) 13,920,684 (31,491,479) (822,887) (32,314,366) Beginning Fund Balance 50,037,289 50,037,289 50,037,289 50,037,289 Ending Fund Balance 26,711,610 4,625,127 18,545,811 17,722,924 Reserved Fund Balances Minimum Reserve Requirement (25% of Sales Tax)3,996,000 3,996,000 3,996,000 3,996,000 Southface COP Debt Service Reserve - - 8,478,915 8,478,915 8,478,915 Southface Operating Reserve - - 5,000,000 5,000,000 5,000,000 Total Ending Reserved and Restricted Fund Balances 3,996,000 - 3,996,000 8,478,915 17,474,915 17,474,915 Ending Fund Balance- Available 22,715,610 629,127 1,070,896 248,009 35 Proposed 1st 2025 2nd 2025 3rd 2025 2025 Supplemental Amended Supplemental Amended Supplemental Amended Description Revenue Real Estate Transfer Tax 7,700,000$ 7,700,000$ 7,700,000$ 1,200,000$ 8,900,000$ Increased RETT collections based on YTD earnings ($1.2M) Golf Course Lease 176,903 14,382 191,285 191,285 191,285 Annual lease payment from Vail Recreation District; Rent income funds the "Recreation Enhancement Account" below; Increase based on CPI Intergovernmental Revenue 155,000 216,192 371,192 5,000,000 5,371,192 55,000 5,426,192 Lottery proceeds used annual for park projects ($30.0K) 2025: Roll forward remaining ERWSD reimbursement for Dowd Junction stabilization ($205.3K); Roll forward remaining Bear Education Grant from Colorado Parks and Wildlife ($10.8K); USFS Grant for Booth Creek Fuels Reduction ($125K); County Contribution towards East Vail Bighorn Sheep Habitat Conservation ($5.0M); Eagle County Wildfire Mitigation IGA ($55.0K) Project Reimbursements - 75,000 75,000 75,000 18,325 93,325 2025: Roll forward Middle Creek restoration contribution from Evergreen Redevelopment ($75.0K) 2025: CC4CA Reimbursements towards additional conference costs ($18.4K) Donations - 10,000 10,000 10,000 92,500 102,500 2025: Kosloff Foundation and Winmax Foundation Donations towards Winterfest ($10.0K) 2025: Logan Donation towards Art Studio Programming ($70.0K) 2025: WinMax Foundation & Vail International Gallery Donations towards Inaugural Art Studio Grand Prize ($2.0K) 2025: Bronfman Donation towards Art Studio Programming ($1.0K) 2025: Open Space donation from Borgen Family ($15.0K) 2025: Vail Board of Realtors contribution to Evacuation Game Night ($500) 2025: Donations towards Sole Power Prizes ($4.0K) Recreation Amenity Fees 10,000 10,000 10,000 10,000 $10K annually Bag Fees 50,000 50,000 50,000 11,400 61,400 2025: Utilize bag fees towards Hard to Recycle events and Zero Hero support ($50K); True-up bag fee usage to Hard to Recycle and Zero Hero budgets ($11.4K) Earnings on Investments and Other 213,405 213,405 213,405 420,000 633,405 2025: Increase based on YTD earnings ($420.0K) Total Revenue 8,305,308 315,574 8,620,882 5,000,000 13,620,882 1,797,225 15,418,107 Expenditures Management Fee to General Fund (5%)385,000 385,000 385,000 60,000 445,000 5% of RETT Collections - fee remitted to the General Fund for administration; Adjusted based on increased RETT collections ($60.0K) Wildland Forest Health Management 744,450 744,450 2,749 747,199 5,500 752,699 Annual operating expenditures for Wildland department; Operational supply reimbursements from Eagle County IGA ($5.0K); Evacuation game night funding from VBR donation ($500) Wildfire Mitigation 385,000 385,000 385,000 35,000 420,000 2025: Booth Creek Fuels Implementation, partially offset by USFS grant ($275.0K); Booth Heights and Booth Creek Trailhead Fuels Reduction ($100.0K); Additional Mitigation related to Eagle County IGA ($35.0K) Fire Free Five - Rebate Program 50,000 86,135 136,135 136,135 136,135 Annual Funding for Fire Free Five Community Assistance Program Fire Free Five - TOV Implementation - 25,000 25,000 25,000 25,000 2025: Re-appropriate funds for Fire Free Five landscaping around gymnastics center ($25.0K) Total Wildland 1,179,450 111,135 1,290,585 2,749 1,293,334 40,500 1,333,834 Parks Annual Park and Landscape Maintenance 2,078,443 107,500 2,185,943 8,799 2,194,742 80,000 2,274,742 Annual operating expenditures for Parks department (including personnel, supplies, utility, contract services); Increased water & sewer costs at parks ($80.0K) TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE REAL ESTATE TRANSFER TAX FUND 36 Proposed 1st 2025 2nd 2025 3rd 2025 2025 Supplemental Amended Supplemental Amended Supplemental Amended Description TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE REAL ESTATE TRANSFER TAX FUND Park / Playground Capital Maintenance 231,000 50,000 281,000 281,000 281,000 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 ($169.0K) 2025: Ford Park Entry Landscape ($45.0K) 2025: Re-appropriate funds towards ford Park Entry landscape improvements near Amp Bridge entry ($40.0K) Tree Maintenance 85,000 6,000 91,000 91,000 91,000 Annual on going pest control, tree removal and replacements in stream tract, open space, and park areas 2025: Re-appropriate funds towards new plantings to replace trees removed in 2024 ($6.0K) Street Furniture Replacement 35,000 72,000 107,000 107,000 107,000 Annual Placeholder for Street Furniture Replacements ($35.0K) Annual Replacement of existing trash/recycle cans with new models ($75.0K) 2025: Re-appropriate funds for ongoing Village and Lionshead picnic table replacement ($72.0K) Ford Park- Betty Ford Way Pavers - 40,000 40,000 40,000 40,000 2025: Re-appropriate towards final gravel shoulder grading repair and landscaping ($40.0K) Ford Park Lower Bench Turf/Irrigation 300,000 300,000 300,000 (158,000) 142,000 2025: Replacement of worn turf grass and inefficient irrigation system ($300.0K); Utilize savings in lower bench turf project towards Ford Park Vehicle Entryway improvements ($158.0K) Ford Park Playground Improvements - 125,000 125,000 125,000 125,000 2025: Re-appropriate funds towards replacement of wood fiber play surface under swings with rubber surfacing for better durability ($125.0K) Ford Park Master Plan Capital Design - 199,909 199,909 199,909 199,909 2025: Re-appropriate funds for outcomes of Ford Park Masterplan Update. Projects include a park- wide ADA compliance Study, site planning for future facilities including a picnic shelter and expanded maintenance areas, wayfinding, etc. ($199.9K) Ford Park Vehicle Entryway Improvements - - - 118,000 118,000 2025: Utilize savings from Ford Park Lower Bench Turf repair towards: -Parking Lot Gate Equipment Configuration ($32.0K) -Oversize Vehicle Entrance Paving repair ($45.0K) -Tennis Center Lot Manual Gate ($38.0K) -Electronic Loops at West Betty Ford Way gate ($10.0K) Turf Grass Reduction 15,000 85,836 100,836 100,836 100,836 2025: Completion of Main Vail Roundabout Turf Reduction ($100.8K) Donovan Park Improvements - 20,000 20,000 20,000 20,000 2025: Replacement of play equipment ($20.0K) Pirateship Park Improvements - 43,862 43,862 43,862 43,862 2025: Re-appropriate funds towards ongoing improvements including two play components and minor ADA upgrades ($43.9K) Bighorn Park Playground Improvements 150,000 150,000 150,000 150,000 2025: Bighorn Park Play Area Maintenance ($150.0K) Gore Creek Promenade Rehabilitation 750,000 368,460 1,118,460 1,118,460 1,000,000 2,118,460 2025: Re-appropriate funds towards ongoing refresh of the Gore Creek Promenade ($328.5K); Reclass children's fountain steps at promenade to be done as part of this project ($40.0K); Gore Creek Promenade Rehabilitation budget moved forward from 2026 ($1.0M) Slifer Fountain Feature Four Repair - 75,000 75,000 75,000 75,000 2025: Re-appropriate funds towards incomplete plumbing leak; further investigation needed prior to repair ($75.0K) Total Parks 3,679,443 1,218,567 4,898,010 (51,201) 4,846,809 1,040,000 5,886,809 Rec Paths and Trails Rec. Path Capital Maintenance 85,000 85,000 85,000 85,000 Annual Capital maintenance of the town's recreation path system ($85.0K) Recreation Path Safety Improvements 50,000 31,662 81,662 81,662 81,662 2025: Pedestrian Traffic Counters ($50.0K); Re-appropriate funds towards next phase of Antlers curve redesign ($31.7K) Bike Safety 10,000 10,000 10,000 10,000 Annual cost for bike safety programs ($5.0K) Pedestrian Bridge Projects - 703,329 703,329 703,329 703,329 2025: Re-appropriate funds towards ongoing pedestrian overpass rehabilitation and outcomes of upcoming pedestrian bridge report ($703.3K) Gore Valley Trail Reconstruction 180,000 146,224 326,224 326,224 326,224 2025: Placeholder for Gore Valley Trail Maintenance ($80.0K); Library to Lionshead Nature Walk Environmental Assessment and Design ($100.0K); Utilize 2024 savings in the recreation path maintenance budget towards the rebuild of 1250' of the North Recreation Trail between Red Sandstone Road and the pedestrian overpass ($146.2K) 37 Proposed 1st 2025 2nd 2025 3rd 2025 2025 Supplemental Amended Supplemental Amended Supplemental Amended Description TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE REAL ESTATE TRANSFER TAX FUND East Vail Interchange Improvements - 190,543 190,543 190,543 190,543 2025: Re-appropriate funds for repairs due to landscaping and drainage issues, including plantings and parking area improvements ($190.5K); Additional funds using 2024 savings in Water Quality Infrastructure for drainage improvements including additional concrete gutters to direct to water quality vaults and bioswale areas, and the replacement of plantings ($40.0K) Dowd Junction repairs and improvements - 453,794 453,794 453,794 453,794 2025: Re-appropriate funds for ongoing restabilization of Dowd Junction retaining wall ($454.0K) Portalet Enclosures - 40,500 40,500 40,500 40,500 2025: Re-appropriate funds towards screening in residential-area portalets ($40.5K) Total Rec Paths and Trails 325,000 1,566,052 1,891,052 - 1,891,052 - 1,891,052 Recreational Facilities Nature Center Operations 117,437 117,437 117,437 117,437 2025: Nature Center operating costs Nature Center Capital Maintenance 26,291 26,291 26,291 26,291 Placeholder for annual maintenance costs at or near Nature Center ($15.0K) 2025: Signage ($16.6K); Regravel access road ($9.7K) Total Recreational Facilities 143,728 - 143,728 - 143,728 - 143,728 Environmental Environmental Sustainability 884,177 884,177 8,486 892,663 892,663 Annual operating expenditures for Environmental department (including personnel and supplies) Recycling and Waste Reduction Programs 127,050 15,000 142,050 142,050 3,000 145,050 Annual recycling and waste reduction programs; Increased hard to recycle cost utilizing bag fees ($3.0K) Water Refill Station Installation - - - 60,000 60,000 2025: Installation of Water Refill stations - offset by Destination Stewardship funds transferred from GF ($60.0K) Ecosystem Health 281,000 300,000 581,000 581,000 18,325 599,325 Annual ecosystem health programs; Increased cost of CC4CA conference - Offset by contributions from other members ($18.3K) Energy & Transportation 75,000 42,510 117,510 117,510 4,000 121,510 Annual energy and transportation programs; Sole Power Prizes - Offset by donations ($4.0K) E-Bike Programs 193,000 193,000 193,000 193,000 Annual E-Bike Programs; 2026 includes: -$175.0K: Shift E-Bike Share Program (Ongoing) -E-bikes for essentials program proposed to be discontinued E-Bike Share Infrastructure - 14,711 14,711 14,711 14,711 2025: Re-appropriate funds as placeholder for additional gravel pads and bike racks at redevelopment locations ($14.7K) Sole Power App 25,000 10,000 35,000 35,000 35,000 2025: Development of App modifications for the Sole Power Plus App Phase 2 Expansion to include Transit and Milestones ($25K); Re-appropriate funds towards original app development ($8.0K); Additional development funds to connect app to Town's Cloud service ($2.0K) Streamtract Education/Mitigation 75,000 75,000 75,000 75,000 Annual streamtract education programming; 2026 includes: -$30.0K: General education programming (Ongoing) -$45.0K: Continuation of Restore the Gore Campaign Relaunch/rebrand Water Quality Initiatives - 121,729 121,729 121,729 121,729 Annual monitoring of Gore Creek Macroinvertebrates - previously conducted by ERWSD ($45.0K) Streambank Mitigation 140,000 140,000 140,000 140,000 2025: Streambank Mitigation at Ford Park in conjunction with in-stream improvements by Trout Unlimited ($100.0K); Streambank Mitigation along Mill Creek ($40.0K) Middle Creek Restoration Fund - 75,000 75,000 75,000 75,000 2025: Re-appropriate funds towards the restoration of Middle Creek on TOV property in relation to the Evergreen redevelopment project. This will be reimbursed by the developer ($75.0K) Private Streambank Mitigation Program - 50,000 50,000 50,000 50,000 2025: Private Streambank Mitigation Program; 2025: Re-appropriate funds towards continuation of private streambank mitigation ($50.0K) Booth Heights Open Space Conservation - - - 84,800 84,800 84,800 2025: Costs to establish Booth Heights conservation easement ($84.8K) Energy Efficiency Performance Contract - 105,158 105,158 105,158 105,158 2025: Re-appropriate funds towards ongoing Energy Audit ($105.2K) Total Environmental 1,800,227 734,108 2,534,335 93,286 2,627,621 85,325 2,712,946 Art 38 Proposed 1st 2025 2nd 2025 3rd 2025 2025 Supplemental Amended Supplemental Amended Supplemental Amended Description TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE REAL ESTATE TRANSFER TAX FUND Public Art - Operating 196,599 196,599 196,599 196,599 Annual operating expenditures for Art in Public Places department; 2026 includes: -$187.6K: Personnel -$25.0K: miscellaneous Programs & Events (Ongoing) Public Art Installations - - 60,000 60,000 60,000 Annual cost of installation and landscaping/beautification costs for new/donated Art Public Art - General program / art 60,000 110,567 170,567 170,567 170,567 Annual appropriation of funds to purchase sculptures, artwork, and conduct art programs/events; remainder is re-appropriated each year to accumulate towards larger purchases ($60.0K) 2025: Re-appropriate unspent funds ($110.6K) Public Art - Winterfest 30,000 53,967 83,967 83,967 83,967 Annual Winterfest budget ($30.0K) 2025: Increase Winterfest budget utilizing Kosloff Foundation and Winmax Foundation donations ($10.0K); Re-appropriate funds for Winterfest program ($44.0K) Seibert Memorial Statue- Maintenance - 11,192 11,192 11,192 11,192 2025: Re-appropriate donated funds towards upkeep of sculpture ($11.7K) Art Space - 1,015,232 1,015,232 1,015,232 40,000 1,055,232 2025: Re-appropriate funds towards construction of Art Space Studio in Ford Park anticipated to be completed in Summer of 2025 ($963.4K); Additional request for funding to connect Art Space Studio HVAC to existing Geothermal Test Well, offset by budget reduction in CPF Geothermal Project ($51.8K); Additional funds from Ford Park Lower Bench turf repair savings ($40.0K) Art Studio - Programming & Operations 70,500 70,500 70,500 73,000 143,500 Operating costs for artist in residency program utilizing the new Art Space 2025: Increase Art Studio programming budget for Logan, WinMax Foundation, Bronfman, and Vail International Gallery Donations ($72.0K) Artist In Residency - Capital Art Acquisitions 37,500 20,000 57,500 57,500 57,500 Capital art acquisition costs associated with artist in residency program 2025: Re-appropriate unspent funds towards 2025 program ($20.0K) Total Art 394,599 1,210,958 1,605,557 60,000 1,665,557 113,000 1,778,557 Community Council Contribution: Betty Ford Alpine Garden Support 80,779 80,779 80,779 80,779 Annual operating support of the Betty Ford Alpine Gardens; annual increase to follow town's general operating annual increase Council Contribution: Eagle River Watershed Support 42,000 42,000 42,000 42,000 Annual support of the Eagle River Watershed Council programs Council Contribution: Trail Alliance 22,500 22,500 22,500 22,500 Adopt A Trail Council Contribution for trails in or bordering the Town Total Contributions 145,279 - 145,279 - 145,279 - 145,279 VRD-Managed Facilities & Maintenance Recreation Enhancement Account 176,903 569,837 746,740 746,740 746,740 Annual rent paid by Vail Recreation District; to be re-invested in asset maintenance 2025: Roll forward unspent Enhancement Funds ($539.3K); Increase for $16.1K paid above budget in 2024; Increase for $14.3K based on 2025 CPI true-up Recreation Facility Maintenance 22,000 22,000 22,000 22,000 Annual RETT facility maintenance ($22.0K) Synthetic Turf Replacement - 472,000 472,000 472,000 472,000 2025: Re-appropriate funds towards synthetic turf replacement ($472.0K) Golf Clubhouse 123,287 123,287 123,287 123,287 2025: Circulation Pump Replacement ($98.0K); Clubhouse parking lot mill & overlay ($23.9K); Clubhouse Signage ($9.4K) Athletic Field Restroom/Storage Building - 1,000,000 1,000,000 1,000,000 1,000,000 2025: Re-appropriate $1.0M for the replacement of existing restroom/concession with new 2000 sq. ft. restroom/storage building Golf Course - Other 3,954 432,069 436,023 436,023 (2,500) 433,523 2025: Maintenance building asphalt driving and parking area ($4.0K); Re-appropriate funds towards ongoing routine projects with VRD including Streambank Restoration ($432.1K); Decrease in streambank restoration (-$2.5K) Dobson Ice Arena - - - 2,500 2,500 Final Dobson maintenance costs prior to closing - offset by decrease in Golf Course streambank funds ($2.5K) Ford Park / Tennis Center Improvements 54,166 150,854 205,020 205,020 205,020 2025: Wood siding and windows ($54.2K); Re-appropriate funds towards Tennis Center Improvements ($150.9K) 39 Proposed 1st 2025 2nd 2025 3rd 2025 2025 Supplemental Amended Supplemental Amended Supplemental Amended Description TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE REAL ESTATE TRANSFER TAX FUND Athletic Fields 99,319 74,490 173,809 173,809 173,809 2025: Asphalt parking lot ($99.3K); Re-appropriate funds towards ongoing improvements ($74.5K) Gymnastics Center 3,863 361,058 364,921 364,921 364,921 2025: Replace Airconditioning Unit Total VRD-Managed Facilities & Maintenance 483,492 3,060,308 3,543,800 - 3,543,800 - 3,543,800 Total Expenditures 8,536,218 7,901,128 16,437,346 104,834 16,542,180 1,338,825 17,881,005 Other Financing Sources (Uses) Transfer from General Fund - Destination Stewardship - 23,510 23,510 23,510 46,500 70,010 2025: Transfer from General Fund for Implementation Steps of Destination Stewards Management Plan: Greenhouse Gas Inventory and Modeling ($10.0K) 2025: Transfer from General Fund Destination Stewardship budget for installation of water refill stations Transfer from/(to) CPF (762,546) 15,397 (747,149) (5,000,000) (5,747,149) (5,747,149) 2025: Transfer to Capital Projects Fund for Dobson Arena (utilizing savings in annual Dobson maintenance); Reduce transfer based on funds spent in 2024 ($15.4K); Increase transfer to Capital Projects Fund towards Dobson Arena ($5.0M) Revenue Over (Under) Expenditures (993,456) (7,546,647) (8,540,103) (118,334) (8,658,437) 518,400 (8,140,037) Beginning Fund Balance 15,184,790 15,184,790 15,184,790 15,184,790 Ending Fund Balance 14,191,334$ 6,644,687$ 6,526,353$ 7,044,753$ Minimum Reserve Requirement 2,000,000$ 2,000,000$ 2,000,000$ 2,000,000$ Above Minimum (Available Fund Balance)12,191,334$ 4,644,687$ 4,526,353$ 5,044,753$ 40 TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES AND CHANGES IN FUND BALANCE HOUSING FUND Proposed 2025 1st 2025 2nd 2025 3rd 2025 Budget Supplemental Amended Supplemental Amended Supplemental Amended Notes Revenue Housing Fee in Lieu (balance) Housing Sales Tax 5,201,534$ 5,201,534$ 5,201,534$ 5,201,534$ Housing Fee in Lieu Annual Collections - - - 10,783 10,783 Housing Fee in-lieu collections ($10.8K) Transfer in from Capital Projects Fund - Community Housing 2,500,000 2,500,000 2,500,000 2,500,000 Workforce Housing Sales - 625,000 625,000 480,000 1,105,000 (155,000) 950,000 Roll forward resale revenue for Pitkin Creek #3B ($625.0K); Estimated Resale Revenue for Pitkin Creek #7N ($480.0K); Reduced sales price on Pitkin Creek #3B (-$125.0K); Reduced sales price on Pitkin Creek #7N (-$30.0K) Housing Late Fees - - 12,300 12,300 12,300 Government Reimbursements- Vail Home Partners - - 4,464,816 4,464,816 18,030 4,482,846 Repayment of predevelopment costs from Vail Home Partners for West Middle Creek bond proceeds ($4.5M); True-up repayment from bond proceeds ($18.0K) Deed Restriction Buyouts 275,400 275,400 410,000 685,400 180,000 865,400 Deed Restriction buyout at 363 Beaver Dam Circle ($275.4K); Deed restriction buyout at 315 Mill Creek Cir ($410.0K); Deed restriction buyout at 2349 Chamonix Lane ($180.0K) EHU Credit Program (Timber Ridge)- - - 434,707 434,707 YTD collections for EHU Credit program at Timber Ridge ($434.7K) Earnings on Investments 50,000 50,000 50,000 280,000 330,000 Increase interest based on YTD earnings ($280.0K) Total Revenue 7,751,534 900,400 8,651,934 5,367,116 14,019,050 768,520 14,787,570 Expenditures Management Fee to General Fund (5%)- - - 260,077 260,077 5% Housing Sales Tax Administrative fee ($260.0K) Housing Programs InDeed Program 1,500,000 2,885,645 4,385,645 4,385,645 (250,000) 4,135,645 Annual Funding for Vail InDeed Program; Re-allocate portion of InDeed placeholder to East Vail Parcel Planning (-$250.0K) Buy Down Housing - 150,904 150,904 150,904 10,783 161,687 Re-appropriate utilization of housing fee in lieu towards Buy Down housing; Utilize housing fee in lieu toward Buy Down Housing ($10.8K) Future Purchases 2,275,000 1,500,000 3,775,000 (547,400) 3,227,600 (3,000) 3,224,600 Placeholder for Buy Down housing purchases; Utilize portion towards Pitkin Creek #3B and #7N (- $3.0K) Pitkin Creek Unit #3B - - - 500 500 Final Pitkin Creek #3B resale costs paid in 2025 ($500) Pitkin Creek Unit #7N - - 547,400 547,400 2,500 549,900 Purchase of Pitkin Creek #7N for resale ($547.4K); True-up acquisition cost ($2.5K) Construction Housing Projects Timber Ridge Habitat Contribution 2,000,000 2,000,000 2,000,000 2,000,000 $2.0M contribution to Habitat for Humanity for TR units Southface Predevelopment - 807,920 807,920 807,920 410,774 1,218,694 Re-appropriate West Middle Creek predevelopment costs ($808.5K); True-up Southface predevelopment costs ($410.8K) Southface Development Legal Fee Contingency - 50,000 50,000 50,000 50,000 Re-appropriate placeholder for West Middle Creek legal costs ($50.0K) East Vail Parcel Predevelopment - 400,000 400,000 400,000 250,000 650,000 Re-appropriate placeholder for West Middle Creek legal costs ($400.0K); Re-allocate portion of InDeed placeholder to East Vail Parcel Planning (-$250.0K) Residences at Main Vail Opportunity Fee - 50,000 50,000 50,000 50,000 Re-appropriation of remaining RMV opportunity fee Land Purchases for Future Housing CDOT Parcel Acquisition Placeholder - East Vail - 2,398,502 2,398,502 18,000 2,416,502 2,416,502 Re-appropriate purchase of CDOT East Vail parcel ($2.4M); Re-appropriate additional funds needed for East Vail CDOT parcel ($18.0K) East Vail Carnie Parcel - 17,900 17,900 17,900 17,900 Re-appropriate purchase of 1' wide parcel ($17.9K) Eagle-Vail Parcel Placeholder - 50,000 50,000 50,000 50,000 Total Expenditures 5,775,000 8,310,871 14,085,871 18,000 14,103,871 681,634 14,785,505 Operating Income 1,976,534 (7,410,471) (5,433,937) 5,349,116 (84,821) 86,886 2,065 41 TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES AND CHANGES IN FUND BALANCE HOUSING FUND Proposed 2025 1st 2025 2nd 2025 3rd 2025 Budget Supplemental Amended Supplemental Amended Supplemental Amended Notes Other Finance Sources (Uses) Transfer to Vail Home Partners- WMC Contribution (10,000,000) (10,000,000) (10,000,000) (10,000,000) $10.0M placeholder for W. Middle Creek housing projects Transfer from CPF for Southface Contribution (Loan)10,000,000 10,000,000 (4,464,816) 5,535,184 30,416 5,565,600 Loan from Capital Projects Fund for Southface contribution ($5.5M); Transfer from CPF for HF reimbursement from COP proceeds ($30.4K) Transfer from/(to) Timber Ridge- Timber Ridge Sales - (10,541,295) (10,541,295) (10,541,295) (10,541,295) Transfer to/Frm TR for TR construction contribution paid back by TR sales Total Other Finance Sources (Uses)- (10,541,295) (10,541,295) (4,464,816) (15,006,111) 30,416 (14,975,695) Surplus (Deficit) Net of Transfers and One-Time Items 1,976,534 (17,951,766) (15,975,232) 884,300 (15,090,932) 117,302 (14,973,630) Beginning Fund Balance 7,323,815 16,420,512 16,420,512 16,420,512 Ending Fund Balance 9,300,349$ 445,280$ 1,329,580$ 1,446,882$ 42 2025 1st 2025 2nd 2025 3rd 2025 Budget Supplemental Amended Supplemental Amended Supplemental Amended Notes Revenue Town of Vail Interagency Charge 5,000,479$ 69,796$ 5,070,275$ 5,070,275$ 5,070,275$ Earnings on Investments 7,000 7,000 7,000 7,000 Equipment Sales and Trade-ins 317,070 317,070 317,070 317,070 Total Revenue 5,324,549 69,796 5,394,345 - 5,394,345 - 5,394,345 Expenditures Salaries & Benefits 1,575,281 1,575,281 2,777 1,578,058 1,578,058 Operating, Maintenance & Contracts 2,311,716 130,796 2,442,512 2,442,512 2,442,512 Capital Outlay 1,603,200 1,350,715 2,953,915 2,953,915 7,500 2,961,415 Increased cost of PD F150 Acquisition ($7.5K) Total Expenditures 5,490,197 1,481,511 6,971,708 2,777 6,974,485 7,500 6,981,985 Revenue Over (Under) Expenditures (165,648) (1,411,715) (1,577,363) (2,777) (1,580,140) (7,500) (1,587,640) Beginning Fund Balance 3,976,045 3,976,045 3,976,045 3,976,045 Ending Fund Balance 3,810,397$ 2,398,682$ 2,395,905$ 2,388,405$ TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES AND CHANGES IN FUND BALANCE HEAVY EQUIPMENT FUND 43 Proposed 2025 1st 2025 2nd 2025 Budget Supplemental Amended Supplemental Amended Revenue E911 Board Revenue 1,246,961$ 1,246,961$ 1,246,961$ Interagency Charges 1,982,148 1,982,148 1,982,148 Town of Vail Interagency Charge 827,330 827,330 827,330 Earnings on Investments and Other 54,000 54,000 54,000 Total Revenue 4,110,439 - 4,110,439 - 4,110,439 Expenditures Salaries & Benefits 3,090,617 264,376 3,354,993 3,354,993 Operating, Maintenance & Contracts 647,869 75,000 722,869 722,869 Capital Outlay - 847,110 847,110 6,500 853,610 2025: RMS Replacement ($750.0K); Mobile Responder Command and Control Tool ($97.1K); Increased scope of Command and Control Tool ($6.5K) Total Expenditures 3,738,486 1,186,486 4,924,972 6,500 4,931,472 Change in Net Position 371,953 (1,186,486) (814,533) (6,500) (821,033) Beginning Fund Balance 2,977,684 2,977,684 2,977,684 Ending Fund Balance 3,349,637$ 2,163,151$ 2,156,651$ TOWN OF VAIL 2025 PROPOSED AMENDED BUDGET SUMMARY OF REVENUE, EXPENDITURES, AND CHANGES IN FUND BALANCE DISPATCH SERVICES FUND 44 2025 3rd SUPPLEMENTAL BUDGET APPROPRIATION 2nd READING FINANCE | November 18th, 2025 45 2 2025 SUPPLEMENTAL BUDGET | Revenues Town of Vail | Finance Adjustments to Existing Revenue Projections, $3,786,628 , 55% Misc. Revenue Source (EHU Credit Program & Deed Restriction Buy- Out), $614,707 , 9% Revenues Reimbursements for New Expenditures, $865,586 , 12% Revenues Reimbursing Existing Budgeted Expenditures, $1,643,760 , 24% Revenue Adjustments: $6,869,066 Increase 46 3 2025 SUPPLEMENTAL BUDGET | Revenues Town of Vail | Finance Revenue Source Fund 2025 Increase / (Decrease) Total Proposed Amended Budget YTD Collections (thru 11/24/25) Earnings on Investments All $2,620,938 $4,972,826 $4,698,284* FTA 5339(B) Grant (2 Elec. Buses)CPF $1,613,760 $1,613,760 $1,613,760 Real Estate Transfer Tax Collections RETT $1,200,000 $8,900,000 $8,722,436 Timber Ridge EHU Credits HF $434,707 $434,707 $434,707 Major Revenue Adjustments Include: *Interest Earnings are through September 30th and exclude earnings on proceeds of Town-issued debt Please see the included Memo for detailed information on all revenue adjustments 47 4 2025 SUPPLEMENTAL BUDGET | Revenues Town of Vail | Finance Changes since First Reading – Revenues •$121,800 increase for Donovan Pavilion ($120,000) and Grand View Room ($1,800) Rental Revenue •This offsets a proposed increase of expenditures of $35,115 related to the Donovan pavilion (commissions, utilities, and repair & maintenance costs) 48 5 2025 SUPPLEMENTAL BUDGET | Revenues Town of Vail | Finance Requests Previously Approved by Council, $4,541,280 , 71% New Requests, $1,017,415 , 16% Expenditure Adjustments Reimbursed by Revenues, $865,586 , 13% Expenditure Adjustments: $6,424,281 Increase 49 6 2025 SUPPLEMENTAL BUDGET | Expenditures Town of Vail | Finance Expenditure Fund Category Amount Gore Creek Promenade Rehabilitation RETT Previously Approved by Council $1,000,000 Wildland Fire Deployment Costs GF Offset by Revenue $530,363 Rodeo Rink Contribution (Vail Mountaineer Hockey Club) GF Previously Approved by Council $456,000 Southface Predevelopment Costs HF True -Up to final project/bond issuance structure $410,774 Legal Fees and Litigation*GF New Request $400,000 Water & Sewer Fees GF/RETT New Request $145,000 Larger/Significant Expenditure Adjustments Include: *The increase in legal fees is due to higher-than-typical costs associated with lawsuits, the Loading & Delivery program, permitting disputes, election-related items, and deed restriction/EHU initiatives. Please see the included Memo for detailed information on all expenditure adjustments 50 7 2025 SUPPLEMENTAL BUDGET | Revenues Town of Vail | Finance Changes since First Reading – Expenditure Requests •$10,850 for deductibles on insurance claims for motor vehicle accidents (General Fund) •Re-allocate $10,000 of expenditures intended for Network Upgrades towards Computer Hardware Purchases (Capital Projects Fund) •$6,500 for increase in scope of the Mobile Responder Command and Control Tool upgrade (Dispatch Services Fund) 51 8 2025 SUPPLEMENTAL BUDGET | Reserves Town of Vail | Finance Fund Balance above minimum: Current Budget (2nd amended) Fund Balance above minimum: Proposed Amended Budget (3rd amended) Net increase to Fund Balance due to Budget Adjustments:$444,785 Current Budget $18.8M Current Budget $1.1M Current Budget $4.5M Current Budget $1.3M +$646.0K Proposed Amended $19.5M -$822.9K Proposed Amended $0.2M +$518.4K Proposed Amended $5.0M +$117.3K Proposed Amended $1.4M $0.0M $5.0M $10.0M $15.0M $20.0M $25.0M General Fund Capital Projects Fund Real Estate Transfer Tax Fund Housing Fund Change in Reserve Projections since 2nd Supplemental: Non-Restricted Amounts 52 9 2025 SUPPLEMENTAL BUDGET | Recap Town of Vail | Finance Are there any questions? 53 AGENDA ITEM NO. 6.2 Item Cover Page DATE:December 16, 2025 TIME:60 min. SUBMITTED BY:Greg Roy, Community Development ITEM TYPE:Public Hearings AGENDA SECTION:Public Hearings (6:20pm) SUBJECT:Appealing East Lionshead Circle Application (6:30pm) SUGGESTED ACTION:Uphold, uphold with modifications, or overturn the Design Review Board’s October 15, 2025, decision. PRESENTER(S):Greg Roy, Planning Manager VAIL TOWN COUNCIL AGENDA ITEM REPORT ATTACHMENTS: TC25-0009 Appeal Memo.pdf Attachment A. Kenneth Rotman (Kenneth Joel Rotman Trust) Appeal with supporting documentation 11- 4-25.pdf Attachment B. DRB25-0343 Record of Application.pdf Attachment C. DRB25-0343 Application.pdf Lionshead Circle Appeal Response 121625.pdf 54 TO: Town Council FROM: Community Development Department DATE: December 16, 2025 SUBJECT: An appeal, pursuant to Section 12-3-3, Appeals and Call-Up, Vail Town Code, of the final decision of the Town of Vail Design Review Board on October 15, 2025, approving the new construction of a new multi-family development within the Lionshead Mixed-Use 1 (LMU-1) Zone District located at 534 East Lionshead Circle, A Resubdivision of a part of Lots 1, 2, 3 and Tract E Block 1, Vail/Lionshead Filing No. 1. (TC25-0009) Appellant: Kenneth Rotman (Kenneth Joel Rotman Trust) Applicant: Telemark Ventures LLC, and Vail Property Group LLC, Represented by Ruther Associates Planner: Greg Roy I. SUBJECT PROPERTY The subject property is located at located at 534 East Lionshead Circle, A Resubdivision of a part of Lots 1, 2, 3 and Tract E Block 1, Vail/Lionshead Filing No. 1. II. VAIL TOWN COUNCIL JURISDICTION Pursuant to Section 12-3-3B 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 12-3-3B, 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 by the Community Development Director, the appellant ha s standing as an owner of real property that is adjacent to the property that is subject of the application. 55 Town of Vail Page 2 B) Adequacy of the Notice of the Appeal A copy of the Public Notice of the Vail Town Council, December 16, 2025, Public Hearing was mailed on November 26, 2025, pursuant to Section 12- 3-3-3(B)(4)(d), Vail Town Code. C) Timeliness of the Notice of Appeal Section 12-3-3(B)(4)(a) of the Vail Town Code requires appeals to be filed within twenty (20) days of the decision being appealed. On or before November 4, 2025, the appellants filed their appeals. IV. SUMMARY The question to be answered by the Vail Town Council regarding this appeal is: Should the October 15, 2025, 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 October 15, 2025, decision. V. BACKGROUND Telemark Ventures LLC, and Vail Property Group LLC, represented by Ruther Associates , pursuant to Section 12-11-3, Design Approval, Vail Town Code, for new construction of a new multi-family development within the Lionshead Mixed -Use 1 (LMU-1) Zone District located at 534 East Lionshead Circle, A Resubdivision of a part of Lots 1, 2, 3 and Tract E Block 1, Vail/Lionshead Filing No. 1. (DRB25-0343) On October 15, 2025, the Design Review Board held a public hearing on the application and voted 4-0 to approve the application, finding that the application met section 14-10-3, 14-10- 4, and 14-10-5 of Vail Town Code. On November 4, 2025, Kenneth Rotman (Kenneth Joel Rotman Trust), an adjacent property owner, submitted an appeal of the approval of the DRB application (Attachment A). VI. APPLICABLE DOCUMENTS The applicable Code section is Vail Town Code, Title 14 Development Standards of the Vail Town Code, as linked below. Vail Town Code Title 14: Development Standards VII. DISCUSSION ITEM Should the October 15, 2025, decision of the Design Review Board be upheld? 56 Town of Vail Page 3 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 of October 15, 2025, 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 October 15, 2025, decision of the Design Review Board, because the DRB properly determined that the application did comply with the applicable design guidelines.” 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 October 15, 2025, decision of the Design Review Board, because the submitted application does not comply with the applicable design guidelines.” IX. ATTACHMENTS A. Kenneth Rotman (Kenneth Joel Rotman Trust) Appeal with supporting documentation, 11-4-25 B. DRB25-0343 Record of Application C. DRB25-0343 Application 57 LIONSHEAD CIRCLE RESIDENCES Adjacent Property Owner List (07.13.25) VANTAGE POINT – VAIL CONDOMINIUMS, INC LOT 1 Attn: General Manager/HOA Representative 508 E. Lionshead Circle Vail, CO 81657 VANTAGE POINT – VAIL CONDOMINIUMS, INC LOT 2 Attn: General Manager/HOA Representative 508 E. Lionshead Circle Vail, CO 81657 TOWN OF VAIL Attn: Finance Department 75 South Frontage Road Vail, CO 81657 FIRST WESTWIND AT VAIL CONDOMINIUM ASSOCIATION Attn: General Manager/HOA Representative 548 South Frontage Road Vail, CO 81657 TELEMARK VENTURES LLC 2398 SW 76th Lane Ocala, FL 34476-6770 LIONSHEAD ARCADE CONDO ASSOC. c/o Fireside Property Management LLC/HOA Representative P.O. Box 8366 Avon, CO 81620 LIFT HOUSE CONDOMINIUMS Attn: General Manager/HOA Representative 555 E Lionshead Circle Vail, CO 81657 VAIL 21 CONDOMINIUM ASSOCIATION, INC Attn: General Manager/HOA Representative 521 East Lionshead Circle Vail, CO 81657 LAZIER LIONSHEAD LLC 386 Hanson Ranch Road Vail, CO 81657-4527 BATTLE MOUNTAIN LLC Launch Development Inc. 9744 NW Conant Ave Kansas City, MO 64153-1832 BLUE ICE 21 LLC 363 Faas Ranch Road New Castle, CO 81647-8423 LIONSHEAD ARCADE CONDO ASSOC. c/o Vail Resorts Rentals, Inc./HOA Representative 635 N Frontage Road Vail, CO 81657 58 During the October 15, 2025 Design Review Board meeting on this project I both submitted a written letter and made an oral public comment presentation. As it turned out, my written submission, while made before the meeting, was missed. Not copied or otherwise presented to the Board members, or possibly even Mr. Ray, the planner. It was sent prior to the meeting, but only noticed during it. In that vein, I resubmit it, in addition to this narrative, in its entirety to be properly comprehended and reviewed. The Prior Written Submission The prior written submission that I resubmit today basically has three sections. First, there is a narrative about how approving Telemark’s project as currently designed could forever prevent the Lionshead Redevelopment Master Plan from being fully achieved given Telemark’s negative impact on the ability to potentially ever redevelop the Lionshead Arcade. The second part is literally a section-by-section analysis of the Lionshead Redevelopment Master Plan indicating every part of it that would not be achieved if the Lionshead Arcade’s redevelopment is negatively impacted as suggested by Telemark’s project being done by itself and perhaps not simultaneously. I ask that the Design Review Board review the Lionshead Redevelopment Master Plan in this detail, which it did not do so in the context of measuring the impact of the potential non- redevelopment of Lionshead Arcade and determine for itself and find that the goal and objective of EACH of the 72 sections cited might not be achieved if Telemark’s project is approved as currently presented. Its in the resubmission, but for emphasis I include those 72 sections in footnote 1 below. The third, and perhaps most importantly for impact and actions that should be taken by the Design Review Board as a result of this appeal, is a discussion with explicit references to Town of Vail rules and regulations, Design Review Board rules and regulations, and the Lionshead Redevelopment Master Plan itself where my written submission lays out the analysis regarding this Board’s power and authority to require rejection of or change to Telemark’s project based on precluding another Lionshead Redevelopment Master Plan component. THE REASON THIS IS IMPORTANT IS IT GETS TO A CORE OF THIS APPEAL. SPECIFICALLY, WHEN PLANNING MANAGER GREG ROY WAS ASKED IF THE DESIGN REVIEW BOARD CAN CONSIDER WHETHER A NEW STRUCTURE WOULD FORECLOSE THE COORDINATED IMPLEMENTATION OF ANOTHER LIONSHEAD REDEVELOPMENT MASTER PLAN COMPONENT (FOR EXAMPLE, A REDEVELOPMENT PARCEL IDENTIFIED IN THE PLAN, THE LIONSHEAD ARCADE) HE SAID “NO”. AND WHEN IT CAME TIME FOR SOMEONE TO MAKE A MOTION, THE GENTLEMAN MAKING THE MOTION TO APPROVE PREFACED HIS MOTION WITH A STATEMENT THAT CONSIDERING THE ARGUMENT WAS BEYOND THE JURISDICTION OF THE DESIGN REVIEW BOARD, HE MOVED TO APPROVE. It is this position that I most disagree with and request that you reconsider your position, review the rules, regulations, and my written submission. Restating that third part and highlighting some of the more significant and telling parts of that section: The Lionshead Redevelopment Master Plan is the guiding design document for Lionshead-area reviews — i.e., Design Review Board decisions are meant to be in the context of that plan. (See Town master plans page and staff reports.) What that means in practice is If a proposal conflicts with the Master Plan’s goals the Design Review Board can require changes, deny the application, or condition approval on plan amendments. 59 If a Lionshead project prevents another Lionshead project contemplated in the Lionshead Development Master Plan from happening the Vail Design Review Board has the authority (and arguably the obligation) to reject or require modification of a project in the Lionshead district if it would materially prevent or conflict with another project or public improvement expressly contemplated in the Lionshead Redevelopment Master Plan. Here’s how that authority works under Vail’s municipal code and the Town’s planning hierarchy: 1. The Lionshead Redevelopment Master Plan is a governing document — not advisory • Vail Town Code § 14-10-1 (Design Review Purpose) says the Design Review Board “shall use” several documents as governing guidance in evaluating design applications — specifically naming the Lionshead Redevelopment Master Plan among them. • That means the Master Plan isn’t a mere policy statement; it is an adopted component of the Town’s development standards. Implication: If a proposed project blocks, precludes, or frustrates an improvement, or land use designated in the Lionshead Redevelopment Master Plan, the Design Review Board must consider that a direct inconsistency with governing design policy. 2. The Design Review Board’s approval criteria explicitly require consistency with the Master Plan When reviewing a design application, the Design Review Board must make findings that the proposal is: “Consistent with the applicable elements of the Lionshead Redevelopment Master Plan.” — Town of Vail Design Deviation Review Criteria (2023 update) If the proposal eliminates or blocks a planned element in the Lionshead Redevelopment Master Plan — such as a building site reserved for a future phase — then it is inconsistent by definition. The Design Review Board can therefore deny the application under its standard authority (§ 14-10-7, “Action by the Board”). 3. The Design Review Board’s purpose includes protecting long-range design intent Per § 14-10-3, the Design Review Board’s purpose is: “to protect the integrity of the town’s adopted design guidelines and master plans and to promote coordinated, harmonious development.” Thus, if approval of a new structure would foreclose the coordinated implementation of another Lionshead Redevelopment Master Plan component (for example, a redevelopment parcel identified in the Plan), the Design Review Board would be failing its statutory purpose by approving it. Inference: Design Review Board power to reject on that ground REQUEST 60 1) Reverse your presumption that the Design Review Board does not have authority to consider the potential negative impact on the Lionshead Arcade’s ability to redevelop and the impact of that upon achieving the Lionshead Redevelopment Master Plan’s imperatives. 2) Since Telemark’s design does not meet the primary goals and objectives of the Lionshead Redevelopment Master Plan that should be considered by the Design Review Board, Telemark’s application should be denied. In addition to or in the alternative to the above: 3) Table any motion on the Telemark proposal so staff can research and advise about these points presented, not just merely what the Design Review Board has already considered about the specific Telemark project only by itself. 4) Defer Design Review Board action for a reasonable period of time to enable good faith discussions between Telemark and the Lionshead Arcade residential owners to coordinate for a “win-win” solution that will more fully realize the Lionshead Redevelopment Master Plan objectives while advancing the respective interests of Telemark and the Lionshead Arcade residential owners. Separately: We respectfully ask the Design Review Board to articulate whether they consider precluding another Lionshead Redevelopment Master Plan component (for example, a redevelopment parcel identified in the Plan) a valid or invalid basis for denial under their design review criteria. CONCLUSION The Design Review Board can reject or require modifications to plans that impact a neighboring property in a significantly adverse way relating directly to achieving the Lionshead Redevelopment Master Plan’s explicitly significant directives. Not constructing a tunnel to a redeveloped Arcade, not providing parking for new units in a redeveloped Arcade if subgrade parking under the Arcade is not possible, and not simultaneously redeveloping or otherwise finding an economically viable way to redevelop the Arcade would leave Lionshead Arcade landlocked, non-economically developable, and be catastrophic to achieving the Lionshead Redevelopment Master Plan’s major goals and objectives of expanded retail space, having an Alpine look and feel, increasing bed and property tax revenues, and being a world class Lionshead. I believe the Design Review Board must follow the entirety of the Lionshead Redevelopment Master Plan and did not do so when considering the Telemark project. Respectfully, Kenneth Rotman of the Lionshead Arcade Footnote 1: 61 • Page i — Introduction • Sections 3.8.2.1, 3.10 • Sections 4.1.3, 4.4.1.2, 4.6.3.3, Page 4-21 • Section 4.8 (subsections a, b, c, d) • Sections 5.7, 5.7.5, 5.7.6, Pages 5-13, 5-14 • Sections 5.8, Page 5-16, Section 5.8.5 • Page 6-7, Sections 7.5, 7.6 • Sections 8.1, 8.2, 8.3.1, 8.3.2, 8.3.3, 8.3.3.A, 8.3.4.1, 8.4.1.2, 8.4.2, 8.4.2.2, 8.4.2.9 • Sections 9.1.1.2, 9.1.1.8, 9.1.2.1, 9.1.2.3, 9.2, 9.4.1.2, 9.5.4, Pages 9 -11, 9-18, 9-19, Last Page 62 October 15, 2025 To the Town or Vail Design Review Board, Letting Telemark’s project as it is currently designed could forever prevent the LRMP from achieving its explicitly stated major and priority goals and objectives for the Lionshead pedestrian portal, the Lionshead pedestrian core, and east Lionshead in general. Because of this alone, it is an option for this Board to reject or require amendment to the Telemark project. To be clear, we are not asking for an outright rejection of the Telemark project. We want that project to go through. However, we feel it is this Board’s obligation to require the project to best enable an adjacent project - the Lionshead Arcade - to be an economically viable project and to have access, through or coordinated with the Telemark project, access to subgrade parking beneath an Arcade development. Allowing this project to proceed could prevent three things. One, it could prevent the Arcade from ever developing and leave it as a landlocked eyesore unimproved parcel. In fact, Reed Phillips of the Town Council, who also acts as the personal representative to Scott Ryan, the owner of Telemark, and who has a pecuniary interest in the project you are considering today, told our Board Chair on May 31, 2025 that if the parking lot project is approved as a stand alone project, it is likely that the Arcade will never be able to be developed. Two, it might prevent ever getting subgrade parking for the Arcade. And three, it will prevent a coordinated, economically viable simultaneous development of the parking lot and the Arcade. Next is a section-by-section summary indicating every part of the LRMP that would be negatively impacted if Lionshead Arcade is affected in any of these ways. In this and in the last meetings taking up this project there is deference to staff which concludes that this project meets the zoning requirements of Telemark’s particular parcel. Our position that this Board and staff is required to conclude many more things than just about this parcel. And that it has not yet done so. It has not studied 1) the impact of how doing the Telemark project as a standalone and with a design that ignores a parking connection for the Arcade negatively impacts a future adjacent Arcade project; 2) how such impact has negative implications for achieving the LRMP, and 3) whether those negative implications should result in denying this application or require this application to be significantly changed in order to better accommodate the redevelopment of the Arcade and, thereby, significantly better achieve the LRMP goals and objectives. 63 This Board and staff should review each and every one of the following sections of the LRMP and ask themselves whether the objective, goal, or recommendation of that particular section can be achieved in connection with a future development of the Arcade if it is either not viably able to proceed because of Telemark’s stand alone project or if a parking connection from Telemark’s project to an Arcade project is not a part of Telemark’s design. • Page i — Introduction • Section 1.2 third bullet, 1.3.1, 1.3.2 second bullet, 1.3.4, 1.3.6 • Sections 2.2, 2.3, 2.3.1, 2.3.2, 2.3.3, 2.3.4, 2.3.5, 2.4, 2.4.1, 2.4.4, 2.4.5, 2.4.6, 2.4 last sentence, 2.5, 2.6 • Sections 3.5.2, 3.8.2.1, 3.10 • Sections 4.1.3, 4.4.1.2, 4.6.3.3, Page 4-21, 4.8 (subsections a, b, c, d) • Sections 5.7, 5.7.1, 5.7.2, 5.7.5 last two sentences, 5.7.6, Pages 5-13, 5-14, Sections 5.8, 5.8.1, 5.8.2, Page 5-16, Section 5.8.5 • Page 6-7, Sections 7.5, 7.6 • Sections 8.1, 8.2 first and second parapgraphs, 8.3.1, 8.3.2, 8.3.3, 8.3.3.A, 8.3.4.1, 8.4.1.2, 8.4.2, 8.4.2.1, 8.4.2.2, 8.4.2.4, 8.4.2.9 • Sections 9.1.1.2, 9.1.1.8, 9.1.2.1, 9.1.2.3, 9.2, 9.4.1.2, 9.5.4, Pages 9-9, 9-11, 9-18, 9-19, and the last page Not in numerical order, but in the order of various goals and objectives of the LRMP, when I speak at the meeting today I will try to quickly cover a few major and glaring priority examples. Conclusion Regarding DRB Power and Authority to Require Change to Telemark’s Project We recognize that this Board might grant final approval of Telemark’s project as it currently exists. In this connection, we request the following be entered into the record regarding our belief that this would be in error: The Lionshead Redevelopment Master Plan is the guiding design document for Lionshead-area reviews — i.e., DRB decisions are meant to be in the context of that plan. (See Town master plans page and staff reports.) What that means in practice is If a proposal conflicts with the Master Plan’s goals the DRB can require changes, deny the application, or condition approval on plan amendments. If a Lionshead project prevents another Lionshead project contemplated in the Lionshead Development Master Plan from happening the Vail Design Review Board (DRB) has the authority (and arguably the obligation) to reject or require modification of a project in the Lionshead district if it would materially prevent or conflict with another project or public improvement expressly contemplated in the Lionshead Redevelopment Master Plan. 64 Here’s how that authority works under Vail’s municipal code and the Town’s planning hierarchy: 1. The Lionshead Redevelopment Master Plan is a governing document — not advisory • Vail Town Code § 14-10-1 (Design Review Purpose) says the DRB “shall use” several documents as governing guidance in evaluating design applications — specifically naming the Lionshead Redevelopment Master Plan (LRMP) among them. • That means the Master Plan isn’t a mere policy statement; it is an adopted component of the Town’s development standards. Implication: If a proposed project blocks, precludes, or frustrates an improvement, or land use designated in the LRMP, the DRB must consider that a direct inconsistency with governing design policy. 2. The DRB’s approval criteria explicitly require consistency with the Master Plan When reviewing a design application the DRB must make findings that the proposal is: “Consistent with the applicable elements of the Lionshead Redevelopment Master Plan.” — Town of Vail Design Deviation Review Criteria (2023 update) If the proposal eliminates or blocks a planned element in the LRMP — such as a building site reserved for a future phase — then it is inconsistent by definition. The DRB can therefore deny the application under its standard authority (§ 14-10-7, “Action by the Board”). 3. The DRB’s purpose includes protecting long-range design intent Per § 14-10-3, the DRB’s purpose is: “to protect the integrity of the town’s adopted design guidelines and master plans and to promote coordinated, harmonious development.” Thus, if approval of a new structure would foreclose the coordinated implementation of another LRMP component (for example, a redevelopment parcel identified in the Plan), the DRB would be failing its statutory purpose by approving it. Inference: likely DRB power to reject on that ground In all this connection, we respectfully request DRB or staff to articulate whether they consider “precluding another LRMP component” a valid basis for denial under their design review criteria. Kenneth Rotman on behalf of the Lionshead Arcade 65 66 67 DRB25-0343 Record of Application Design Review Board Meetings October 1, 2025 Agenda/Packet with application materials: https://granicus_production_attachments.s3.amazonaws.com/vailgov/315dd176db246f21 541dbb2a117832180.html Meeting Recording (Item starts: 00:41:00): https://www.highfivemedia.org/episodes/drb-meeting-1012025 Results: https://legistarweb- production.s3.amazonaws.com/uploads/attachment/pdf/3672539/DRB_Results_10-1- 25.pdf October 15, 2025 Agenda/Packet with application materials: https://granicus_production_attachments.s3.amazonaws.com/vailgov/eb700ca4441f4d6a 3b64d7965ab190a20.html Meeting Recording (Item starts: 01:01:00): https://www.highfivemedia.org/episodes/drb-meeting-10152025 Results: https://legistarweb- production.s3.amazonaws.com/uploads/attachment/pdf/3678520/DRB_Results_10-13- 25.pdf 68 October 15, 2025 To the Town or Vail Design Review Board, Letting Telemark’s project as it is currently designed could forever prevent the LRMP from achieving its explicitly stated major and priority goals and objectives for the Lionshead pedestrian portal, the Lionshead pedestrian core, and east Lionshead in general. Because of this alone, it is an option for this Board to reject or require amendment to the Telemark project. To be clear, we are not asking for an outright rejection of the Telemark project. We want that project to go through. However, we feel it is this Board’s obligation to require the project to best enable an adjacent project - the Lionshead Arcade - to be an economically viable project and to have access, through or coordinated with the Telemark project, access to subgrade parking beneath an Arcade development. Allowing this project to proceed could prevent three things. One, it could prevent the Arcade from ever developing and leave it as a landlocked eyesore unimproved parcel. In fact, Reed Phillips of the Town Council, who also acts as the personal representative to Scott Ryan, the owner of Telemark, and who has a pecuniary interest in the project you are considering today, told our Board Chair on May 31, 2025 that if the parking lot project is approved as a stand alone project, it is likely that the Arcade will never be able to be developed. Two, it might prevent ever getting subgrade parking for the Arcade. And three, it will prevent a coordinated, economically viable simultaneous development of the parking lot and the Arcade. Next is a section-by-section summary indicating every part of the LRMP that would be negatively impacted if Lionshead Arcade is affected in any of these ways. In this and in the last meetings taking up this project there is deference to staff which concludes that this project meets the zoning requirements of Telemark’s particular parcel. Our position that this Board and staff is required to conclude many more things than just about this parcel. And that it has not yet done so. It has not studied 1) the impact of how doing the Telemark project as a standalone and with a design that ignores a parking connection for the Arcade negatively impacts a future adjacent Arcade project; 2) how such impact has negative implications for achieving the LRMP, and 3) whether those negative implications should result in denying this application or require this application to be significantly changed in order to better accommodate the redevelopment of the Arcade and, thereby, significantly better achieve the LRMP goals and objectives. 69 This Board and staff should review each and every one of the following sections of the LRMP and ask themselves whether the objective, goal, or recommendation of that particular section can be achieved in connection with a future development of the Arcade if it is either not viably able to proceed because of Telemark’s stand alone project or if a parking connection from Telemark’s project to an Arcade project is not a part of Telemark’s design. • Page i — Introduction • Section 1.2 third bullet, 1.3.1, 1.3.2 second bullet, 1.3.4, 1.3.6 • Sections 2.2, 2.3, 2.3.1, 2.3.2, 2.3.3, 2.3.4, 2.3.5, 2.4, 2.4.1, 2.4.4, 2.4.5, 2.4.6, 2.4 last sentence, 2.5, 2.6 • Sections 3.5.2, 3.8.2.1, 3.10 • Sections 4.1.3, 4.4.1.2, 4.6.3.3, Page 4-21, 4.8 (subsections a, b, c, d) • Sections 5.7, 5.7.1, 5.7.2, 5.7.5 last two sentences, 5.7.6, Pages 5-13, 5-14, Sections 5.8, 5.8.1, 5.8.2, Page 5-16, Section 5.8.5 • Page 6-7, Sections 7.5, 7.6 • Sections 8.1, 8.2 first and second parapgraphs, 8.3.1, 8.3.2, 8.3.3, 8.3.3.A, 8.3.4.1, 8.4.1.2, 8.4.2, 8.4.2.1, 8.4.2.2, 8.4.2.4, 8.4.2.9 • Sections 9.1.1.2, 9.1.1.8, 9.1.2.1, 9.1.2.3, 9.2, 9.4.1.2, 9.5.4, Pages 9-9, 9-11, 9-18, 9-19, and the last page Not in numerical order, but in the order of various goals and objectives of the LRMP, when I speak at the meeting today I will try to quickly cover a few major and glaring priority examples. Conclusion Regarding DRB Power and Authority to Require Change to Telemark’s Project We recognize that this Board might grant final approval of Telemark’s project as it currently exists. In this connection, we request the following be entered into the record regarding our belief that this would be in error: The Lionshead Redevelopment Master Plan is the guiding design document for Lionshead-area reviews — i.e., DRB decisions are meant to be in the context of that plan. (See Town master plans page and staff reports.) What that means in practice is If a proposal conflicts with the Master Plan’s goals the DRB can require changes, deny the application, or condition approval on plan amendments. If a Lionshead project prevents another Lionshead project contemplated in the Lionshead Development Master Plan from happening the Vail Design Review Board (DRB) has the authority (and arguably the obligation) to reject or require modification of a project in the Lionshead district if it would materially prevent or conflict with another project or public improvement expressly contemplated in the Lionshead Redevelopment Master Plan. 70 Here’s how that authority works under Vail’s municipal code and the Town’s planning hierarchy: 1. The Lionshead Redevelopment Master Plan is a governing document — not advisory • Vail Town Code § 14-10-1 (Design Review Purpose) says the DRB “shall use” several documents as governing guidance in evaluating design applications — specifically naming the Lionshead Redevelopment Master Plan (LRMP) among them. • That means the Master Plan isn’t a mere policy statement; it is an adopted component of the Town’s development standards. Implication: If a proposed project blocks, precludes, or frustrates an improvement, or land use designated in the LRMP, the DRB must consider that a direct inconsistency with governing design policy. 2. The DRB’s approval criteria explicitly require consistency with the Master Plan When reviewing a design application the DRB must make findings that the proposal is: “Consistent with the applicable elements of the Lionshead Redevelopment Master Plan.” — Town of Vail Design Deviation Review Criteria (2023 update) If the proposal eliminates or blocks a planned element in the LRMP — such as a building site reserved for a future phase — then it is inconsistent by definition. The DRB can therefore deny the application under its standard authority (§ 14-10-7, “Action by the Board”). 3. The DRB’s purpose includes protecting long-range design intent Per § 14-10-3, the DRB’s purpose is: “to protect the integrity of the town’s adopted design guidelines and master plans and to promote coordinated, harmonious development.” Thus, if approval of a new structure would foreclose the coordinated implementation of another LRMP component (for example, a redevelopment parcel identified in the Plan), the DRB would be failing its statutory purpose by approving it. Inference: likely DRB power to reject on that ground In all this connection, we respectfully request DRB or staff to articulate whether they consider “precluding another LRMP component” a valid basis for denial under their design review criteria. Kenneth Rotman on behalf of the Lionshead Arcade 71 Kenneth K. Skogg kenneth.skogg@kutakrock.com Kutak Rock LLP 2001 Sixteenth Street, Suite 1800, Denver, CO 80202 office 303.297.2400 August 21, 2025 Via E-mail: chendrickson@taftlaw.com Christian H. Hendrickson, Esq. Taft Stettinius & Hollister LLP 675 Fifteenth Street, Suite 2300 Denver, CO 80202 Re: Telemark Ventures LLC (“Telemark”) Lionshead Project / Lionshead Arcade Building Condominium Association, Inc. Members’ Parking Easements Dear Mr. Hendrickson: As you know from our prior communications and as evidenced by the fact that you carbon copied me on your August 8, 2025 letter, this office represents the Lionshead Arcade Building Condominium Association, Inc. (“Association”) with respect to its Members’ Parking Easements that encumber certain real property known as 534 E. Lionshead Circle in Vail, Colorado (the “Property”). This correspondence is written in response to your August 8, 2025 letter to the Association’s designated committee members Ken Rotman, Rodrigo Orozco, and Josh Lemos. In your letter, you contend that Telemark has rights to move and relocate easements, including some or all of the Association Members’ parking spaces that encumber the Property in the form of Parking Easements. You also imply that Telemark will take legal action against any Association Members who may publicly make statements contrary to that contention. First, it is wholly improper to make such implicit threats of legal action against property owners who have a qualified privilege to stand up and publicly speak out to protect their property rights and interests. Further, we and the Association Members respectfully disagree with the contention that Telemark has the right to unilaterally relocate any of the Parking Easements/Parking Spaces. That contention is inconsistent with Colorado law and the express terms of the Parking and Access Easement Agreement (“Easement Agreement”) that established the Parking Easements. The Easement Agreement was recorded in the Eagle County real property records on February 9, 2023 at Reception No. 202301699, before Telemark acquired a record interest in the Property. Accordingly, Telemark acquired the Property subject to and with knowledge of the Parking Easements. Although paragraph 7 of the Easement Agreement contains provisions providing for an option to relocate all of the Parking Spaces, that option was not timely exercised nor were other conditions precedent to exercising the option satisfied. Thus, the option in the 72 August 21, 2025 Page 2 Easement Agreement to relocate the Parking Space no longer has any force or effect. Consequently, as a matter of law and pursuant to the Easement Agreement, the Parking Easements are now deemed to be exclusive, permanent, and perpetual easements that may only be terminated or modified by written agreement executed by the parties to the Easement Agreement or their respective successors. The Association’s Members (i.e., the easement holders) do not intend to improperly interfere with your client’s activities. That said, they will not, however, stand idly by and allow Telemark or anyone else to interfere with or infringe upon their property and easement rights established under the Easement Agreement. With respect your and Telemark representatives’ desire to meet with the Association’s Members, the Association’s committee members are amenable to trying to coordinate such a meeting directly with Telemark’s representatives. However, any further communications from you or any legal counsel for Telemark should go through me or Dana Baggs on behalf of our clients. Sincerely, Kenneth K. Skogg cc: Mr. Ken Rotman (via e-mail) Mr. Rodrigo Orozco (via e-mail) Mr. Josh Lemos (via e-mail) Mr. Jay Zenz (via e-mail) Dana B. Baggs, Esq. (via e-mail) 73 10-01-25 DRB Notice - Page 1 of 2 [def:$signername|printname|req|signer1] [def:$signersig|sig|req|signer1] [def:$notarysig|sig|req|notary] [def:$date|date|req|notary] [def:$state|state|req|notary] [def:$county|county|req|notary] [def:$disclosure|disclosure|req|notary] [def:$seal|seal|req|notary] AFFIDAVIT OF PUBLICATION State of Florida, County of Orange, ss: Edmar Corachia, being first duly sworn, deposes and says: That (s)he is a duly authorized signatory of Column Software, PBC, duly authorized agent of Vail Daily (Eagle Valley Enterprise Alternative), that the same weekly newspaper printed, in whole or in part and published in the County of Eagle, State of Colorado, and has a general circulation therein; that said newspaper has been published continuously and uninterruptedly in said County of Eagle for a period of more than fifty-two consecutive weeks next prior to the first publication of the annexed legal notice or advertisement; that said newspaper has been admitted to the United States mails as a periodical under the provisions of the Act of March 3, 1879, or any amendments thereof, and that said newspaper is a weekly newspaper duly qualified for publishing legal notices and advertisements within the meaning of the laws of the State of Colorado. That the annexed legal notice or advertisement was published in the regular and entire issue of every number of said weekly newspaper for the period of 1 insertion; and that the first publication of said notice was in the issue of said newspaper dated September 26, 2025. That said newspaper was regularly issued and circulated on the below dates. PUBLICATION DATES: September 26, 2025 NOTICE ID: QDGXHvQwK5U2JCinHBFa PUBLISHER ID: 379910 NOTICE NAME: 10-01-25 DRB Notice Total cost for publication: 40.04 [$signersig ] (Signed)______________________________________ [$seal] VERIFICATION State of Florida County of Orange Subscribed in my presence and sworn to before me on this: [$date] [$notarysig ] ______________________________ Notary Public [$disclosure] See Proof on Next Page 09/26/2025 Notarized remotely online using communication technology via Proof. 74 10-01-25 DRB Notice - Page 2 of 2 75 8CD09 10-15-25 DRB Notice - Page 1 of 2 [def:$signername|printname|req|signer1] [def:$signersig|sig|req|signer1] [def:$notarysig|sig|req|notary] [def:$date|date|req|notary] [def:$state|state|req|notary] [def:$county|county|req|notary] [def:$disclosure|disclosure|req|notary] [def:$seal|seal|req|notary] AFFIDAVIT OF PUBLICATION State of Florida, County of Broward, ss: Ankit Sachdeva, being first duly sworn, deposes and says: That (s)he is a duly authorized signatory of Column Software, PBC, duly authorized agent of Vail Daily (Eagle Valley Enterprise Alternative), that the same weekly newspaper printed, in whole or in part and published in the County of Eagle, State of Colorado, and has a general circulation therein; that said newspaper has been published continuously and uninterruptedly in said County of Eagle for a period of more than fifty-two consecutive weeks next prior to the first publication of the annexed legal notice or advertisement; that said newspaper has been admitted to the United States mails as a periodical under the provisions of the Act of March 3, 1879, or any amendments thereof, and that said newspaper is a weekly newspaper duly qualified for publishing legal notices and advertisements within the meaning of the laws of the State of Colorado. That the annexed legal notice or advertisement was published in the regular and entire issue of every number of said weekly newspaper for the period of 1 insertion; and that the first publication of said notice was in the issue of said newspaper dated October 10, 2025. That said newspaper was regularly issued and circulated on the below dates. PUBLICATION DATES: October 10, 2025 NOTICE ID: 0nQAh1j8aXACgXgEnJdK PUBLISHER ID: 381443 NOTICE NAME: 8CD09 10-15-25 DRB Notice Total cost for publication: 40.04 [$signersig ] (Signed)______________________________________ [$seal] VERIFICATION State of Florida County of Broward Subscribed in my presence and sworn to before me on this: [$date] [$notarysig ] ______________________________ Notary Public [$disclosure] See Proof on Next Page Notarized remotely online using communication technology via Proof. 10/13/2025 76 8CD09 10-15-25 DRB Notice - Page 2 of 2 77 78 79 80 81 LIONSHEAD CIRCLE RESIDENCES DESIGN REVIEW BOARD SUBMITTAL | VAIL, CO | 2025.08.27 82 05 LIGHTING PLAN • LT.001 OVERALL LIGHTING PLAN • LT.002 LIGHTING SPECIFICATION CUT SHEETS 06 ARCHITECTURAL FLOOR PLANS • A.098 LEVEL P3 AREA PLAN • A.099 LEVEL P2 AREA PLAN • A.100 LEVEL P1 AREA PLAN • A.101 LEVEL 1 AREA PLAN • A.102 LEVEL 2 AREA PLAN • A.103 LEVEL 3 AREA PLAN • A.104 LEVEL 4 AREA PLAN • A.105 LEVEL 5 AREA PLAN • A.106 LEVEL 6 AREA PLAN • A.107 LEVEL 7 AREA PLAN • A.108 ROOF PLAN | GUTTERS & DOWNSPOUTS 07 ARCHITECTURAL ELEVATIONS & MASSING MODEL • A.200 PREVIOUS APPROVED DESIGN OVERLAY DIAGRAM • A.201 BUILDING ELEVATION SOUTH • A.202 BUILDING ELEVATION WEST & EAST • A.203 BUILDING ELEVATION NORTH • A.204 BUILDING PERSPECTIVE - SOUTHEAST • A.205 BUILDING PERSPECTIVE - NORTHEAST • A.206 BUILDING PERSPECTIVE - SOUTHWEST STAIR • A.207 BUILDING PERSPECTIVE - LOBBY • A.208 BUILDING MASSING DIAGRAMS • A.209 DESIGN GUIDLINES - FACADE | BUILDING MATERIALS • A.210 DESIGN GUIDLINES - WALL SURFACE CRITERIA • A.211 ZONING - BUILDING HEIGHT • A.212 BUILDING MASSING HEIGHT - CONTEXT • A.213 DESIGN GUIDLINES - ROOF EAVE HEIGHTS • A.214 DESIGN GUIDLINES - STEPBACK DIAGRAMS • A.215 DESIGN GUIDLINES - STEPBACK SECTION | FLOOR PLAN • A.216 SUN/SHADE ANALYSIS - EXISTING • A.217 SUN/SHADE ANALYSES - PROPOSED • A.218 VIEW FROM SKI MOUNTAIN • A.219 APPROACH FROM LIONSHEAD MALL 01 INTRODUCTION • COVER SHEET • TABLE OF CONTENTS • G.001 PROJECT INFORMATION • G.002 VICINITY MAP & SITE ACCESS • G.003 EXISTING SITE & ADJACENT STRUCTURES • G.004 STAMPED TOPOGRAPHIC SURVEY • G.005 STAMPED TOPOGRAPHIC SURVEY • G.006 STAMPED TOPOGRAPHIC SURVEY • G.007 STAMPED TOPOGRAPHIC SURVEY • G.008 STAMPED TOPOGRAPHIC SURVEY 02 SITE DEVELOPMENT STANDARDS CALCULATIONS • A.000 ILLUSTRATIVE SITE PLAN • A.001 ILLUSTRATIVE SITE PLAN - ROOF • A.051 SITE COVERAGE & SETBACK DIAGRAM • A.052 SITE SNOW REMOVAL COMPLIANCE DIAGRAM • A.053 FIRE ACCESS DIAGRAM • A.054 LIONSHEAD REDEVELOPMENT MASTER PLAN DIAGRAMS • A.060 LEVEL 1 SITE CIRCULATION & ACCESSIBILITY • A.061 LEVEL P1 SITE CIRCULATION & ACCESSIBILITY • A.062 LEVEL P2 SITE CIRCULATION & ACCESSIBILITY • A.063 TRASH & DELIVERY SERVICE 03 CIVIL PLANS • C.001 EROSION CONTROL PLAN • C.002 GRADING & DRAINAGE PLAN 04 LANDSCAPE PLAN • L.001 PLANT & MATERIAL SCHEDULE • L.002 LANDSCAPE PLAN • L.003 LANDSCAPE AREA COVERAGE • L.004 TREE PRESERVATION PLAN • L.005 SNOW STORAGE EXHIBIT • L.006 REFERENCE IMAGERY • L.007 SITE WALL TYPE EXHIBIT INTRO | TABLE OF CONTENTS LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 83 SCALE: 1” = 12’-0” 0’ 6’ 12’24’ LIONSHEAD CIRCLE RESIDENCE | AUGUST 2025 CONCEPTUAL DESIGN ILLUSTRATIVE NORTH NOTES: PLANS ARE CONCEPTUAL AND SUBJECT TO CHANGE. DRAWINGS ARE NOT BASED ON SURVEY. NOT FOR CONSTRUCTION. LIFT HOUSE VAIL 21 WESTWIND VANTAGE POINT GARAGE L I O N S H E A D C I R BIKES FIRE TURN SCALE: 1” = 10’-0” SITE | ILLUSTRATIVE SITE PLAN PEDESTRIAN DRIVEWAY GRADE +/-90’-5” TO PARKING GARAGE SCULTPTURAL STAIR TO MALL 1ST LEVEL GRADE +/-100’-0” VAIL 21 PARKINGLIFT HOUSE PARKING PARK N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.001 0 5 10 20 A.000 84 SCALE: 1” = 12’-0” 0’ 6’ 12’24’ LIONSHEAD CIRCLE RESIDENCE | AUGUST 2025 CONCEPTUAL DESIGN ILLUSTRATIVE NORTH NOTES: PLANS ARE CONCEPTUAL AND SUBJECT TO CHANGE. DRAWINGS ARE NOT BASED ON SURVEY. NOT FOR CONSTRUCTION. LIFT HOUSE VAIL 21 WESTWIND VANTAGE POINT L I O N S H E A D C I R BIKES ROOF DECK FIRE TURN SPAS FIRE PIT SEATING AREAS RAISED DECK AREA OUTDOOR KITCHEN TRELLIS & LOUGE SEATING SAUNA SCALE: 1” = 10’-0” SITE | ILLUSTRATIVE SITE PLAN - ROOF 1ST LEVEL GRADE +/-100’-0” VAIL 21 PARKING N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.002 0 5 10 20 A.001 85 TRACT B PROPOSED BUILDING FOOTPRINT ABOVE GRADE 20,002 SF 10' SETBACK (RED DASHED) TRACT L AREA: 2,091 SF TRACT M AREA: 2,657 SF TRACT K AREA: 3,310 SF PROPERTY LINE PROPERTY LINE SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" SE T B A C K 10 ' - 0 " E. LIONSHEAD CIRCLE VAIL 21THE LIFT HOUSE LODGE THE LIFT HOUSE LODGE WESTWIND AT VAIL VANTAGE POINT VAIL CONDOMINIUMS VANTAGE POINT VAIL CONDOMINIUMS SITE COVERAGE AREA PLAN LEGEND BUILDING FOOTPRINT BELOW GRADE BUILDING FOOTPRINT ABOVE GRADE KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 SITE COVERAGE AND SETBACK DIAGRAM A.051 TOTAL SITE AREA 1.043 ACRES, 45,432 SF TRACT M 0.061 ACRES, 2,657 SF TRACT L 0.048 ACRES, 2,091 SF TRACT K 0.076 ACRES, 3,310 SF LOT 2A 0.238 ACRES, 10,367 SF LOT 1A 0.62 ACRES, 27,007 SF GENERAL SITE INFORMATION 45,432 SF 31,802 SF 29,698 SF (65.4% OF TOTAL SITE AREA) TOTAL SITE AREA MAX ALLOWABLE SITE COVERAGE (70% OF TOTAL SITE AREA)PROPOSED SITE COVERAGE SITE COVERAGE *INCLUDES BELOW GRADE SQUARE FOOTAGE SCALE: 1” = 10’-0” SITE | SITE COVERAGE & SETBACK DIAGRAM N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.051 0 5 10 20 86 VAIL 21 SNOW STORAGE TRACT L TRACT M TRACT K TRACT B TOTAL HEATED SURFACES @ ACCESS & PARKING AREAS = 10,505 SFSNOW STORAGE AREA: 1,060 ADDITIONAL TOTAL OFF-SITE IMPROVEMENTS: HEATED SURFACES = 1,005 SF PRPOSED BUILDING FOOTPRINT E. LIONSHEAD CIRCLE VAIL 21THE LIFT HOUSE LODGE THE LIFT HOUSE LODGE WESTWIND AT VAIL VANTAGE POINT VAIL CONDOMINIUMS VANTAGE POINT VAIL CONDOMINIUMS PEDESTRIAN HEATED SURFACES = 4,808 SF SNOW REMOVAL PLAN LEGEND SNOW STORAGE AREA SNOWMELTED ACCESS & PARKING AREA SNOWMELTED PEDESTRIAN ACCESS SNOWMELTED ADDITIONAL OFF-SITE IMPROVEMENTS KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 SITE SNOW REMOVAL COMPLIANCE DIAGRAM A.052 TOTAL SITE AREA 1.043 ACRES, 45,432 SF TRACT M 0.061 ACRES, 2,657 SF TRACT L 0.048 ACRES, 2,091 SF TRACT K 0.076 ACRES, 3,310 SF LOT 2A 0.238 ACRES, 10,367 SF LOT 1A 0.62 ACRES, 27,007 SF GENERAL SITE INFORMATION FOR HEATED DRIVEWAYS MIN. SNOW STORAGE AREA TO BE 10% OF THE REQUIRED PARKING & ACCESS AREAS 10,505 SF 0.10 x 10,505 = 1,051 SF 1,060 SF (10% OF TOTAL HEATED SURFACE PARKING & ACCESS AREA) SNOW STORAGE AREA REQUIREMENT TOTAL HEATED SURFACE PARKING & ACCESS AREAS SNOW STORAGE AREA REQ'D SNOW STORAGE AREA PROVIDED SNOW STORAGESCALE: 1” = 10’-0” SITE | SNOW REMOVAL COMPLIANCE DIAGRAM N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.052 0 5 10 20 10,SF400 87 TRACT L TRACT M TRACT B E. LIONSHEAD CIRCLE VAIL 21 +/- 82'-0" +/- 100'-0" +/- 100'-0" 26 ' - 0 " FIRE DEPARTMENT STAGING AREA FIRE DEPARTMENT TURNAROUND FIRE DEPARTMENT ACCESS SNOW STORAGE DEAD END FIRE APPARATUS ACCESS ROAD 147'-10"20'-0" SIGNAGE: NO PARKING-FIRE LANE SIGNAGE: NO PARKING-FIRE LANE TRANSITION CURB TO ALLOW FIRE TRUCK TURNING RADIUS ACCESS +/- 90'-5" THE LIFT HOUSE LODGE THE LIFT HOUSE LODGE WESTWIND AT VAIL VANTAGE POINT VAIL CONDOMINIUMS VANTAGE POINT VAIL CONDOMINIUMS TRACT K 22 ' - 6 " ROOF EAVE ABOVE (UNDER 13.5') ROOF EAVE ABOVE (UNDER 13.5') ROOF EAVE ABOVE (UNDER 13.5')SIGNAGE: NO PARKING-FIRE LANESIGNAGE: NO PARKING-FIRE LANE SIGNAGE: NO PARKING-FIRE LANE 40 ' - 8 " ROOF EAVE ABOVE (UNDER 13.5') AREA EXTENDING BEYONE 150'-0" OF FIRE APPARATUS ACCESS 90'-4 1/2" DISTANCE BETWEEN (E) FIRE HYDRANTS ~ 135'-0" F I R E H Y D R A N T D I S T A N C E T O B U I L D I N G ~ 3 5 ' - 2 1 / 4 " FIRE HYDRANT DISTANCE TO BUILDING ~ 33'-0 1/8"FIRE DEPARTMENT CONNECTION (FDC) GAS METER ELECTRICAL METER EMERGENCY POWER OFF POWERED MICROMOBILITY DEVICE STORAGE SIGNAGE: STAIRWAY TO ROOF SIGNAGE: STAIRWAY TO ROOF FIRE ACCESS PLAN LEGEND SNOW STORAGE AREAFIRE DEPARTMENT ACCESS KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 FIRE ACCESS DIAGRAM A.053 TOTAL SITE AREA 1.043 ACRES, 45,432 SF TRACT M 0.061 ACRES, 2,657 SF TRACT L 0.048 ACRES, 2,091 SF TRACT K 0.076 ACRES, 3,310 SF LOT 2A 0.238 ACRES, 10,367 SF LOT 1A 0.62 ACRES, 27,007 SF GENERAL SITE INFORMATION TRACT L TRACT M TRACT B E. LIONSHEAD CIRCLE VAIL 21 +/- 82'-0" +/- 100'-0" +/- 100'-0" 26 ' - 0 " FIRE DEPARTMENT STAGING AREA FIRE DEPARTMENT TURNAROUND FIRE DEPARTMENT ACCESS SNOW STORAGE DEAD END FIRE APPARATUS ACCESS ROAD 149'-0"20'-0" SIGNAGE: NO PARKING-FIRE LANE SIGNAGE: NO PARKING-FIRE LANE TRANSITION CURB TO ALLOW FIRE TRUCK TURNING RADIUS ACCESS +/- 90'-5" THE LIFT HOUSE LODGE THE LIFT HOUSE LODGE WESTWIND AT VAIL VANTAGE POINT VAIL CONDOMINIUMS VANTAGE POINT VAIL CONDOMINIUMS TRACT K 22 ' - 6 " ROOF EAVE ABOVE (UNDER 13.5') ROOF EAVE ABOVE (UNDER 13.5') ROOF EAVE ABOVE (UNDER 13.5') PROPOSED BUILDING FOOTPRINT SIGNAGE: NO PARKING-FIRE LANESIGNAGE: NO PARKING-FIRE LANE SIGNAGE: NO PARKING-FIRE LANE 40 ' - 6 " +/- 100'-0" ROOF EAVE ABOVE (UNDER 13.5') FIRE ACCESS PLAN LEGEND SNOW STORAGE AREAFIRE DEPARTMENT ACCESS KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-07-23 FIRE ACCESS DIAGRAM A.053 TOTAL SITE AREA 1.043 ACRES, 45,432 SF TRACT M 0.061 ACRES, 2,657 SF TRACT L 0.048 ACRES, 2,091 SF TRACT K 0.076 ACRES, 3,310 SF LOT 2A 0.238 ACRES, 10,367 SF LOT 1A 0.62 ACRES, 27,007 SF GENERAL SITE INFORMATION TRACT L TRACT M TRACT B E. LIONSHEAD CIRCLE VAIL 21 +/- 82'-0" +/- 100'-0" +/- 100'-0" 26 ' - 0 " FIRE DEPARTMENT STAGING AREA FIRE DEPARTMENT TURNAROUND FIRE DEPARTMENT ACCESS SNOW STORAGE DEAD END FIRE APPARATUS ACCESS ROAD 149'-0"20'-0" SIGNAGE: NO PARKING-FIRE LANE SIGNAGE: NO PARKING-FIRE LANE TRANSITION CURB TO ALLOW FIRE TRUCK TURNING RADIUS ACCESS +/- 90'-5" THE LIFT HOUSE LODGE THE LIFT HOUSE LODGE WESTWIND AT VAIL VANTAGE POINT VAIL CONDOMINIUMS VANTAGE POINT VAIL CONDOMINIUMS TRACT K 22 ' - 6 " ROOF EAVE ABOVE (UNDER 13.5') ROOF EAVE ABOVE (UNDER 13.5') ROOF EAVE ABOVE (UNDER 13.5') PROPOSED BUILDING FOOTPRINT SIGNAGE: NO PARKING-FIRE LANESIGNAGE: NO PARKING-FIRE LANE SIGNAGE: NO PARKING-FIRE LANE 40 ' - 6 " +/- 100'-0" ROOF EAVE ABOVE (UNDER 13.5') FIRE ACCESS PLAN LEGEND SNOW STORAGE AREAFIRE DEPARTMENT ACCESS KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-07-23 FIRE ACCESS DIAGRAM A.053 TOTAL SITE AREA 1.043 ACRES, 45,432 SF TRACT M 0.061 ACRES, 2,657 SF TRACT L 0.048 ACRES, 2,091 SF TRACT K 0.076 ACRES, 3,310 SF LOT 2A 0.238 ACRES, 10,367 SF LOT 1A 0.62 ACRES, 27,007 SF GENERAL SITE INFORMATIONSCALE: 1” = 10’-0” STAIR CORE STAIR CORE STAIR CORE STAIR CORE LEVEL P1 LOBBY ENTRY LEVEL 1 EAST ENTRY PROPOSED FDC & FIRE ALARM PANEL LOCATION LEVEL 1 WEST ENTRY SITE | FIRE ACCESS DIAGRAMS FIRE HYDRANTFIRE DEPT. ACCESS N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.053 0 5 10 20 AIR CONDITIONERENCLOSURE STEP RO W - 5 0 ' EA S T L I O N S H E A D C I R LOBBY FFE=8146.50' PROPOSED STRUCTURE FIRST FLOOR FFE=8156.00' 42.667.24722.083Town of Vail - Pierce100AAT AerialOverall Length42.660ftOverall Width9.168ftOverall Body Height7.525ftMin Body Ground Clearance0.436ftTrack Width6.910ftLock-to-lock time5.00sCurb to Curb Turning Radius37.583ft G: \ 2 5 1 8 4 8 . C I V - L i o n s h e a d C i r c l e R e s i d e n c e s \ D r a w i n g s \ E x h i b i t s - F i g u r e s \ 2 0 2 5 0 7 1 6 - F i r e E x h i b i t \ 2 5 1 8 4 8 . C I V - F i r e E x h i b i t . d w g , 7 / 1 6 /2 0 2 5 - 1 2 : 3 6 P M , T J D TO V F I R E E X H I B I T - E N T E R FIG-1 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. LI O N S H E A D C I R C L E R E S I D E N C E S SHEET NO. 251848.CIV JULY 16 2025 JLS TJD DAD Boulder ● Fort Collins ● Winter ParkGlenwood Springs ● Denver 0 SCALE IN FEET 20 20 40 AIR CONDITIONERENCLOSURE STEP RO W - 5 0 ' EA S T L I O N S H E A D C I R LOBBY FFE=8146.50' PROPOSED STRUCTURE FIRST FLOOR FFE=8156.00' 42.667.247 22.083Town of Vail - Pierce100AAT AerialOverall Length 42.660ftOverall Width 9.168ftOverall Body Height 7.525ftMin Body Ground Clearance 0.436ftTrack Width 6.910ftLock-to-lock time 5.00sCurb to Curb Turning Radius 37.583ft G: \ 2 5 1 8 4 8 . C I V - L i o n s h e a d C i r c l e R e s i d e n c e s \ D r a w i n g s \ E x h i b i t s - F i g u r e s \ 2 0 2 5 0 7 1 6 - F i r e E x h i b i t \ 2 5 1 8 4 8 . C I V - F i r e E x h i b i t . d w g , 7 / 1 6 /2 0 2 5 - 1 2 : 3 7 P M , T J D TO V F I R E E X H I B I T - E X I T FIG-2 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. LI O N S H E A D C I R C L E R E S I D E N C E S SHEET NO. 251848.CIV JULY 16 2025 JLS TJD DAD Boulder ● Fort Collins ● Winter ParkGlenwood Springs ● Denver 0 SCALE IN FEET 20 20 40 Turning Performance Analysis Bid Number:1051 Chassis:Enforcer Chassis, 100AAT Department:Vail Fire Department Body:Aerial, 100AAT, Alum Body Parameters: *Inside Cramp Angle:45° Axle Track:82.92 in. Wheel Offset:5.25 in. Tread Width:16.6 in. Chassis Overhang:65.95 in. Additional Bumper Depth:21 in. Front Overhang:86.95 in. Wheelbase:265 in. Calculated Turning Radii: Inside Turn:20 ft. 11 in. Curb to curb:37 ft. 7 in. Wall to wall:42 ft. 1 in. Notes: *Actual Inside cramp angle may be less than shown. Curb to Curb turning radius calculated for 9.00 inch curb. 01/27/2022 Category Option Description Tires, Front 0679621 Tires, Front, Michelin, XZY3 (wb), 425/65R22.50, 20 ply, Fire Service Load Rtng Wheels, Front 0725046 Wheels, Front, 22.50" x 12.25", Steel, Hub Pilot, 24k Bumpers 0725703 Bumper, 21" Total (10" Extension), Alum, Painted, Integrated, 100AAT, Enforcer Axle, Front, Custom 0796912 Axle, Front, Oshkosh TAK-4, Non Drive, 24,000 lb, Enforcer Aerial Devices 0771866 Aerial, Ascendant 100' Aerial Tower 88 A.054SITE | LIONSHEAD REDEVELOPMENT MASTER PLAN DIAGRAMS PEDESTRIAN CIRCULATION2 MASTER PLAN FRAMEWORK PUBLIC VIEW CORRIDORS OPENS SPACE CONNECTIONS5 MASTER PLAN FRAMEWORK LAND USE FRAMEWORK3 PEDESTRIAN MALL6 VEHICULAR CIRCULATION1 PEDESTRIAN WALKS & PATHS4 LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 89 SCALE: 1” = 12’-0” 0’ 6’ 12’24’ LIONSHEAD CIRCLE RESIDENCE | AUGUST 2025 CONCEPTUAL DESIGN ILLUSTRATIVE NORTH NOTES: PLANS ARE CONCEPTUAL AND SUBJECT TO CHANGE. DRAWINGS ARE NOT BASED ON SURVEY. NOT FOR CONSTRUCTION. LIFT HOUSE VAIL 21 WESTWIND VANTAGE POINT GARAGE L I O N S H E A D C I R BIKES FIRE TURN A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 637 SF AMENITY 1,555 SF UNIT 2A (2BD) 1,334 SF UNIT 1A (1BD+DEN) 1,334 SF UNIT 1A (1BD+DEN) 1,283 SF UNIT 1C (1BD+DEN)1,400 SF UNIT 2B (2BD) 1,161 SF FITNESS 1,176 SF LOBBY 1,529 SF UNIT 1B (1BD+DEN) ELEV (P2-1) 1,276 SF UNIT 1C (1BD+DEN) 496 SF LOBBY 414 SF LIBRARY 419 SF LOUNGE TRASH / STOR ELEV (P2-7) ELEV (P2-7) STAIR (P2-7) STAIR (1-7) 992 SF CORRIDOR STAIR (1-6) STAIR (P3-6) ELEV (P3-6) 147 SF ELEC TRASH / STOR 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " SETBACK 10'-0" 491 SF LOBBY PATIO GRFA UNIT FLOOR PLAN LEGEND 2 BEDROOM + DEN 1 BEDROOM + DEN 2 BEDROOM 3 BEDROOM 5 BEDROOM3 BEDROOM + DEN 4 BEDROOM 4 BEDROOM + DEN KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-07-23 LEVEL 1 AREA PLAN A.101 GRFA SUMMARY Name Area LEVEL 1 UNIT 1A (1BD+DEN)1,334 SF UNIT 1A (1BD+DEN)1,334 SF UNIT 1B (1BD+DEN)1,529 SF UNIT 1C (1BD+DEN)1,283 SF UNIT 1C (1BD+DEN)1,276 SF UNIT 2A (2BD)1,555 SF UNIT 2B (2BD)1,400 SF 9,711 SF LEVEL 2 UNIT 1D (1BD+DEN)1,411 SF UNIT 1D (1BD+DEN)1,411 SF UNIT 2C (2BD+DEN)2,451 SF UNIT 3A (3BD+DEN)2,599 SF UNIT 3B (3BD)2,325 SF UNIT 3C (3BD+DEN)2,543 SF UNIT 4A (4BD)2,587 SF 15,326 SF LEVEL 3 UNIT 1D (1BD+DEN)1,419 SF UNIT 1D (1BD+DEN)1,419 SF UNIT 2C (2BD+DEN)2,451 SF UNIT 3B (3BD)2,325 SF UNIT 3D (3BD+DEN)2,703 SF UNIT 3E (3BD+DEN)2,459 SF UNIT 4A (4BD)2,587 SF 15,365 SF LEVEL 4 UNIT 2C (2BD+DEN)2,451 SF UNIT 2E (2BD+DEN)2,830 SF UNIT 3B (3BD)2,326 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3E (3BD+DEN)2,460 SF UNIT 4A (4BD)2,587 SF 15,354 SF LEVEL 5 UNIT 2D (2BD+DEN)2,348 SF UNIT 2E (2BD+DEN)2,830 SF UNIT 3B (3BD)2,326 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3F (3BD+DEN)2,293 SF UNIT 4A (4BD)2,587 SF 15,085 SF LEVEL 6 UNIT 3G + LOFT (3BD+DEN) 1,908 SF UNIT 4B (4BD+DEN)3,808 SF UNIT 5A + LOFT (5BD) 3,146 SF UNIT 5B (5BD)3,538 SF 12,400 SF LEVEL 7 UNIT 3G + LOFT (3BD+DEN) 994 SF UNIT 5A + LOFT (5BD) 1,105 SF 2,099 SF 85,341 SF MAX. ALLOWABLE GRFA 250% OF TOTAL SITE AREA 2.5 X 45,432 = 113,581 SF 113,581 SF 84,664 SF (186% OF TOTAL SITE AREA)0 SF DESIGN GUIDELINE ALLOWABLE AREA CALCULATIONS ALLOWABLE AREA PROPOSED AREA EXISTING GROSS RESIDENTIAL FLOOR AREA (GRFA) REQUIREMENTS *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1” = 10’-0” ACCESSIBLE ACCESS TO LIONSHEAD MALL ELEVATOR TO UPPER LEVELS AND PARKING GARAGE ELEVATORS TO UPPER LEVELS AND PARKING GARAGE ADA LIFT PARK SECONDARY ENTRY (AT 1ST LEVEL) SITE | LEVEL 1 SITE CIRCULATION & ACCESSIBILITY SECONDARY ENTRY (AT 1ST LEVEL) ACCESSIBLE ACCESS TO / FROM THE LIFT HOUSE LODGE PEDESTRIAN DRIVEWAY GRADE +/-90’-5” VANTAGE POINT PRIMARY BUILDING ENTRY SECONDARY BUILDING ENTRYBUILDING EGRESS ACCESSIBLE ROUTE N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.060 0 5 10 20 90 SCALE: 1” = 12’-0” 0’ 6’ 12’24’ LIONSHEAD CIRCLE RESIDENCE | AUGUST 2025 CONCEPTUAL DESIGN ILLUSTRATIVE NORTH NOTES: PLANS ARE CONCEPTUAL AND SUBJECT TO CHANGE. DRAWINGS ARE NOT BASED ON SURVEY. NOT FOR CONSTRUCTION. LIFT HOUSE VAIL 21 WESTWIND VANTAGE POINT GARAGE L I O N S H E A D C I R BIKES FIRE TURN SITE | LEVEL P1 SITE CIRCULATION & ACCESSIBILITY vz A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 443 SF TRASH 734 SF GENERATOR 1,018 SF ELECT / MDF 6 789 10 111213 14 15161718192021222324 3738 3536 34 3233 31 2930 25262728 430 SF OWNER STORAGE 1,333 SF AMENITY 305 SF LH TRASH 145 SF LOBBY 87 SF LOBBY187 SF TRASHTRASH ELEV (P2-7) ELEV (P2-7) STAIR (P2-7) 14,102 SF PARKING STAIR (P3-6) ELEV (P3-6) ELEV (P2-1) SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" SE T B A C K 10 ' - 0 " 112 SF VESTIBULE 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " 1,274 SF LOBBY 28 ' - 1 0 " 43 52 1 KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-07-23 LEVEL P1 AREA PLAN A.100 TOTAL EV PARKING SPACES PROVIDED: 8 TOTAL EV CAPABLE PARKING SPACES PROVIDED: 80 50% EV Capable Parking Spaces: 159 X .50 = 79.5 Electric Vehicle Capable (EVC): parking space for an electric vehicle with the electrical panel capacity and conduit installed to support future implementation of EV charging with a 208/240-volt (or greater), 40-ampere (or greater) circuit, and a... 5% of Total Provided Parking Spaces: 159 X .05 = 7.95 Spaces Electric Vehicle Installed (EVI): A parking space for an EV that has the EV supply equipment fully installed from the electrical panel to the parking space, including... EV Parking Requirements TOTAL PARKING SPACES PROVIDED: 159 TOTAL PARKING SPACES REQUIRED: 118 ADDITIONAL OWNER OBLIGATIONS SPACES PER PRIVATE AGREEMENTS: 66 PARKING SPACE REQUIRED FOR THE BUILDING: 37 X 1.4 = 52 TOTAL NUMBER OF UNITS = 39 1.4 SPACES PER EACH CONDO UNIT (TOWN OF VAIL CODE OF ORDINANCES 12-10-10 PARKING REQUIREMENTS SCHEDULES - COMMERCIAL CORE... PARKING REQUIREMENTS TOTAL PARKING PROVIDED 159 SPACES PARKING LEVEL P3 60 SPACES (26 TANDEM) PARKING LEVEL P2 61 SPACES (2 ADA, 1 ADA VAN 20 TANDEM) PARKING LEVEL P1 33 SPACES (1 ADA, 2 COMPACT) SURFACE PARKING 5 SPACES (1 ADA) LOCATION PROPOSED PARKING CALCULATION *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1” = 10’-0” TO MALL ACCESSIBLE ACCESS TO UPPER LEVELS & LIONSHEAD MALL VAIL 21 PARKINGLIFT HOUSE PARKING PRIMARY ENTRY (AT LEVEL P1) PEDESTRIAN DRIVEWAY GRADE +/-90’-5” ELEVATOR TO UPPER LEVELS AND PARKING GARAGE ELEVATORS TO UPPER LEVELS AND PARKING GARAGE VEHICLE ACCESSPRIMARY BUILDING ENTRY SECONDARY BUILDING ENTRYBUILDING EGRESS ACCESSIBLE ROUTE COMPACT SPACE (8X16) TRASH & RECYCLING (+/- 20’W x 13’D x 8’H) TRASH & RECYCLING (+/- 13’W x 31’D x 8’H) N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.061 0 5 10 20 91 SCALE: 1” = 12’-0” 0’ 6’ 12’24’ LIONSHEAD CIRCLE RESIDENCE | AUGUST 2025 CONCEPTUAL DESIGN ILLUSTRATIVE NORTH NOTES: PLANS ARE CONCEPTUAL AND SUBJECT TO CHANGE. DRAWINGS ARE NOT BASED ON SURVEY. NOT FOR CONSTRUCTION. LIFT HOUSE VAIL 21 WESTWIND VANTAGE POINT GARAGE L I O N S H E A D C I R BIKES FIRE TURN SITE | LEVEL P2 SITE CIRCULATION & ACCESSIBILITY A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 979 SF MECH 1,451 SF OWNER AMENITY 24,034 SF PARKING 107 SF LOBBY 8. 3 3 % 145 SF LOBBY 173 SF OWNER STORAGE 425 SF LOBBY 807 SF WATER ENTRY / FIRE PUMP 484746 4039 4241 43 44 45 5049 535251 54 T57T58T59 T55T56T63T64 T65T66T67T68T69 8485868788 83 7576777879808182 8990919293959697989994 ELEV (P2-7) ELEV (P2-7) STAIR (P2-7)STAIR (P3-6) ELEV (P3-6) LOBBY ELEV (P2-1) 10'-0" SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" SE T B A C K 10 ' - 0 " T60T61T62 T7071727374 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " ELEV (P3- MALL) STAIR (P3- MALL) 270 SF OWNER STORAGE KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-07-23 LEVEL P2 AREA PLAN A.099 TOTAL EV PARKING SPACES PROVIDED: 8 TOTAL EV CAPABLE PARKING SPACES PROVIDED: 80 50% EV Capable Parking Spaces: 159 X .50 = 79.5 Electric Vehicle Capable (EVC): parking space for an electric vehicle with the electrical panel capacity and conduit installed to support future implementation of EV charging with a 208/240-volt (or greater), 40-ampere (or greater) circuit, and a... 5% of Total Provided Parking Spaces: 159 X .05 = 7.95 Spaces Electric Vehicle Installed (EVI): A parking space for an EV that has the EV supply equipment fully installed from the electrical panel to the parking space, including... EV Parking Requirements TOTAL PARKING SPACES PROVIDED: 159 TOTAL PARKING SPACES REQUIRED: 118 ADDITIONAL OWNER OBLIGATIONS SPACES PER PRIVATE AGREEMENTS: 66 PARKING SPACE REQUIRED FOR THE BUILDING: 37 X 1.4 = 52 TOTAL NUMBER OF UNITS = 39 1.4 SPACES PER EACH CONDO UNIT (TOWN OF VAIL CODE OF ORDINANCES 12-10-10 PARKING REQUIREMENTS SCHEDULES - COMMERCIAL CORE... PARKING REQUIREMENTS TOTAL PARKING PROVIDED 159 SPACES PARKING LEVEL P3 60 SPACES (26 TANDEM) PARKING LEVEL P2 61 SPACES (2 ADA, 1 ADA VAN 20 TANDEM) PARKING LEVEL P1 33 SPACES (1 ADA, 2 COMPACT) SURFACE PARKING 5 SPACES (1 ADA) LOCATION PROPOSED PARKING CALCULATION *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS vz SCALE: 1” = 10’-0” TO MALL ELEVATOR TO P3 LEVEL ELEVATOR TO UPPER LEVELS PRIMARY ENTRY FROM MALL ACCESSIBLE ROUTE PRIMARY BUILDING ENTRY SECONDARY BUILDING ENTRYBUILDING EGRESS ELEVATOR TO UPPER LEVELS AND PARKING GARAGE ELEVATORS TO UPPER LEVELS AND PARKING GARAGE LIFT HOUSE MALL GRADE +/-82’-10” N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.062 0 5 10 20 92 SCALE: 1” = 12’-0” 0’ 6’ 12’24’ LIONSHEAD CIRCLE RESIDENCE | AUGUST 2025 CONCEPTUAL DESIGN ILLUSTRATIVE NORTH NOTES: PLANS ARE CONCEPTUAL AND SUBJECT TO CHANGE. DRAWINGS ARE NOT BASED ON SURVEY. NOT FOR CONSTRUCTION. LIFT HOUSE VAIL 21 WESTWIND VANTAGE POINT GARAGE L I O N S H E A D C I R BIKES FIRE TURN SITE | TRASH & DELIVERY SERVICE A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 443 SF TRASH 734 SF GENERATOR 1,018 SF ELECT / MDF 6 789 10 111213 14 15161718192021222324 3738 3536 34 3233 31 2930 25262728 430 SF OWNER STORAGE 1,333 SF AMENITY 305 SF LH TRASH 145 SF LOBBY 87 SF LOBBY187 SF TRASHTRASH ELEV (P2-7) ELEV (P2-7) STAIR (P2-7) 14,102 SF PARKING STAIR (P3-6) ELEV (P3-6) ELEV (P2-1) SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" SE T B A C K 10 ' - 0 " 112 SF VESTIBULE 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " 1,274 SF LOBBY 28 ' - 1 0 " 43 52 1 KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-07-23 LEVEL P1 AREA PLAN A.100 TOTAL EV PARKING SPACES PROVIDED: 8 TOTAL EV CAPABLE PARKING SPACES PROVIDED: 80 50% EV Capable Parking Spaces: 159 X .50 = 79.5 Electric Vehicle Capable (EVC): parking space for an electric vehicle with the electrical panel capacity and conduit installed to support future implementation of EV charging with a 208/240-volt (or greater), 40-ampere (or greater) circuit, and a... 5% of Total Provided Parking Spaces: 159 X .05 = 7.95 Spaces Electric Vehicle Installed (EVI): A parking space for an EV that has the EV supply equipment fully installed from the electrical panel to the parking space, including... EV Parking Requirements TOTAL PARKING SPACES PROVIDED: 159 TOTAL PARKING SPACES REQUIRED: 118 ADDITIONAL OWNER OBLIGATIONS SPACES PER PRIVATE AGREEMENTS: 66 PARKING SPACE REQUIRED FOR THE BUILDING: 37 X 1.4 = 52 TOTAL NUMBER OF UNITS = 39 1.4 SPACES PER EACH CONDO UNIT (TOWN OF VAIL CODE OF ORDINANCES 12-10-10 PARKING REQUIREMENTS SCHEDULES - COMMERCIAL CORE... PARKING REQUIREMENTS TOTAL PARKING PROVIDED 159 SPACES PARKING LEVEL P3 60 SPACES (26 TANDEM) PARKING LEVEL P2 61 SPACES (2 ADA, 1 ADA VAN 20 TANDEM) PARKING LEVEL P1 33 SPACES (1 ADA, 2 COMPACT) SURFACE PARKING 5 SPACES (1 ADA) LOCATION PROPOSED PARKING CALCULATION *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1” = 10’-0” VAIL 21 TRASH LIONSHEAD CIR. RESIDENCES TRASH LIFT HOUSE TRASHLIFT 12x35 DELIVERY PEDESTRIAN DRIVEWAY GRADE +/-90’-5” DUMPSTER ACCESS TRASH TRUCK ACCESS TRASH ACCESSLIFT HOUSE TRASH ACCESS VAIL 21 N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.063 0 5 10 20 93 A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 20,579 SF PARKING 1,036 SF MECH 107 SF LOBBY 601 SF OWNER STORAGE [No Slope] 86 SF LOBBY 175 SF OWNER STOR 272 SF OWNER STOR 110109108 101100 103102 104 105 112111 115114113 116 T125T126T127 T123T124 T135T136T137 149150151152153 148154155156 T130 T129 T128T132 T140 T139 T138T142T141 119118 120 106 107 117 121 157 158 159 P3 PARKING COUNT: 60 SPACES ELEV (P3- MALL) STAIR (P3- MALL) SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SE T B A C K 10 ' - 0 " T145 T146 T133 T122 T143 274 SF OWNER STORAGE MECH WELL MECH WELL 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " 67'-8" ELEV (P3-6) STAIR (P3-6) 7. 0 0 % 14 . 0 0 % 5.99% [No Slope] T131 T144T147 T134 162 SF OWNER STOR KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 LEVEL P3 AREA PLAN A.098 TOTAL EV PARKING SPACES PROVIDED: 8 TOTAL EV CAPABLE PARKING SPACES PROVIDED: 80 50% EV Capable Parking Spaces: 159 X .50 = 79.5 Electric Vehicle Capable (EVC): parking space for an electric vehicle with the electrical panel capacity and conduit installed to support future implementation of EV charging with a 208/240-volt (or greater), 40-ampere (or greater) circuit, and a dedicated, labeled space in the electrical panel. 5% of Total Provided Parking Spaces: 159 X .05 = 7.95 Spaces Electric Vehicle Installed (EVI): A parking space for an EV that has the EV supply equipment fully installed from the electrical panel to the parking space, including charging equipment. EV Parking Requirements TOTAL PARKING SPACES PROVIDED: 159 TOTAL PARKING SPACES REQUIRED: 118 ADDITIONAL OWNER OBLIGATIONS SPACES PER PRIVATE AGREEMENTS: 66 PARKING SPACE REQUIRED FOR THE BUILDING: 37 X 1.4 = 52 TOTAL NUMBER OF UNITS = 37 1.4 SPACES PER EACH CONDO UNIT (TOWN OF VAIL CODE OF ORDINANCES 12-10-10 PARKING REQUIREMENTS SCHEDULES - COMMERCIAL CORE AREAS) PARKING REQUIREMENTS TOTAL PARKING PROVIDED 159 SPACES PARKING LEVEL P3 60 SPACES (1 ADA, 26 TANDEM) PARKING LEVEL P2 61 SPACES (2 ADA, 1 ADA VAN 22 TANDEM,2 COMPACT TANDEM) PARKING LEVEL P1 33 SPACES (1 ADA, 2 COMPACT) SURFACE PARKING 5 SPACES (1 ADA) LOCATION PROPOSED PARKING CALCULATION *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1/8” = 1’-0” ARCHITECTURAL FLOOR PLANS | LEVEL P3 N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.098 0 4 8 16 94 A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 979 SF MECH 1,451 SF OWNER AMENITY 24,034 SF PARKING 107 SF LOBBY 8. 3 3 % 5.99% 145 SF LOBBY 173 SF OWNER STORAGE 425 SF LOBBY 807 SF WATER ENTRY / FIRE PUMP 484746 4039 4241 43 44 45 5049 535251 54 T57T58T59 T55T56T63T64 T65T66T67T68T69 8485868788 83 7576777879808182 8990919293959697989994 P2 PARKING COUNT: 61 SPACES ELEV (P2-7) ELEV (P2-7) STAIR (P2-7)STAIR (P3-6) ELEV (P3-6) LOBBY ELEV (P2-1) 10'-0" SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" SE T B A C K 10 ' - 0 " T60T61T62 T70T71T72T73T74 8. 3 3 % 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " 77'-11" 77'-11" ELEV (P3- MALL) STAIR (P3- MALL) 5.99%[No Slope] [No Slope] 7. 0 0 % 14 . 0 0 % 7. 0 0 %270 SF OWNER STORAGE KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 LEVEL P2 AREA PLAN A.099 TOTAL EV PARKING SPACES PROVIDED: 8 TOTAL EV CAPABLE PARKING SPACES PROVIDED: 80 50% EV Capable Parking Spaces: 159 X .50 = 79.5 Electric Vehicle Capable (EVC): parking space for an electric vehicle with the electrical panel capacity and conduit installed to support future implementation of EV charging with a 208/240-volt (or greater), 40-ampere (or greater) circuit, and a dedicated, labeled space in the electrical panel. 5% of Total Provided Parking Spaces: 159 X .05 = 7.95 Spaces Electric Vehicle Installed (EVI): A parking space for an EV that has the EV supply equipment fully installed from the electrical panel to the parking space, including charging equipment. EV Parking Requirements TOTAL PARKING SPACES PROVIDED: 159 TOTAL PARKING SPACES REQUIRED: 118 ADDITIONAL OWNER OBLIGATIONS SPACES PER PRIVATE AGREEMENTS: 66 PARKING SPACE REQUIRED FOR THE BUILDING: 37 X 1.4 = 52 TOTAL NUMBER OF UNITS = 37 1.4 SPACES PER EACH CONDO UNIT (TOWN OF VAIL CODE OF ORDINANCES 12-10-10 PARKING REQUIREMENTS SCHEDULES - COMMERCIAL CORE AREAS) PARKING REQUIREMENTS TOTAL PARKING PROVIDED 159 SPACES PARKING LEVEL P3 60 SPACES (1 ADA, 26 TANDEM) PARKING LEVEL P2 61 SPACES (2 ADA, 1 ADA VAN 22 TANDEM,2 COMPACT TANDEM) PARKING LEVEL P1 33 SPACES (1 ADA, 2 COMPACT) SURFACE PARKING 5 SPACES (1 ADA) LOCATION PROPOSED PARKING CALCULATION *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1/8” = 1’-0” ARCHITECTURAL FLOOR PLANS | LEVEL P2 N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.099 0 4 8 16 95 A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 443 SF TRASH 742 SF GENERATOR 1,150 SF ELECT / MDF 6 789 10 111213 14 15161718192021222324 3738 3536 34 3233 31 2930 25262728 309 SF OWNER STORAGE 1,333 SF AMENITY 305 SF LH TRASH 145 SF LOBBY 87 SF LOBBY187 SF TRASHTRASH ELEV (P2-7) ELEV (P2-7) STAIR (P2-7) 14,024 SF PARKING P1 PARKING COUNT: 33 SPACES STAIR (P3-6) ELEV (P3-6) ELEV (P2-1) SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" SE T B A C K 10 ' - 0 " 88'-2" 112 SF VESTIBULE 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " 89'-7 1/2" 1,274 SF LOBBY 4. 5 6 % 28 ' - 1 0 " 90'-5" 5.99%[No Slope] [No Slope] 7. 0 0 % 14 . 0 0 % 43 52 1 13 ' - 3 3 / 4 " 20'-6 9/16" 13'-4 9/16" 31 ' - 3 3 / 8 " KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 LEVEL P1 AREA PLAN A.100 TOTAL EV PARKING SPACES PROVIDED: 8 TOTAL EV CAPABLE PARKING SPACES PROVIDED: 80 50% EV Capable Parking Spaces: 159 X .50 = 79.5 Electric Vehicle Capable (EVC): parking space for an electric vehicle with the electrical panel capacity and conduit installed to support future implementation of EV charging with a 208/240-volt (or greater), 40-ampere (or greater) circuit, and a dedicated, labeled space in the electrical panel. 5% of Total Provided Parking Spaces: 159 X .05 = 7.95 Spaces Electric Vehicle Installed (EVI): A parking space for an EV that has the EV supply equipment fully installed from the electrical panel to the parking space, including charging equipment. EV Parking Requirements TOTAL PARKING SPACES PROVIDED: 159 TOTAL PARKING SPACES REQUIRED: 118 ADDITIONAL OWNER OBLIGATIONS SPACES PER PRIVATE AGREEMENTS: 66 PARKING SPACE REQUIRED FOR THE BUILDING: 37 X 1.4 = 52 TOTAL NUMBER OF UNITS = 37 1.4 SPACES PER EACH CONDO UNIT (TOWN OF VAIL CODE OF ORDINANCES 12-10-10 PARKING REQUIREMENTS SCHEDULES - COMMERCIAL CORE AREAS) PARKING REQUIREMENTS TOTAL PARKING PROVIDED 159 SPACES PARKING LEVEL P3 60 SPACES (1 ADA, 26 TANDEM) PARKING LEVEL P2 61 SPACES (2 ADA, 1 ADA VAN 22 TANDEM,2 COMPACT TANDEM) PARKING LEVEL P1 33 SPACES (1 ADA, 2 COMPACT) SURFACE PARKING 5 SPACES (1 ADA) LOCATION PROPOSED PARKING CALCULATION *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS A 1 2 3 4 5 6 7 B C D E 8 9 10 11 E.1 12 443 SF TRASH 742 SF GENERATOR 1,150 SF ELECT / MDF 6 789 10 111213 14 15161718192021222324 3738 3536 34 3233 31 2930 25262728 309 SF OWNER STORAGE 1,333 SF AMENITY 305 SF LH TRASH 145 SF LOBBY 87 SF LOBBY187 SF TRASHTRASH ELEV (P2-7) ELEV (P2-7) STAIR (P2-7) 14,024 SF PARKING P1 PARKING COUNT: 33 SPACES STAIR (P3-6) ELEV (P3-6) ELEV (P2-1) SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0"88'-2" 112 SF VESTIBULE 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 12 4 ' - 1 1 " 89'-7 1/2" 1,274 SF LOBBY 4. 5 6 % 90'-5" 5.99%[No Slope] [No Slope] 7. 0 0 % 14 . 0 0 % 13 ' - 3 3 / 4 " 20'-6 9/16" 13'-4 9/16" 31 ' - 3 3 / 8 " SCALE: 1/8” = 1’-0” ARCHITECTURAL FLOOR PLANS | LEVEL P1 N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.100 0 4 8 16 96 A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 637 SF AMENITY 1,555 SF UNIT 2A (2BD) 1,342 SF UNIT 1A (1BD+DEN) 1,342 SF UNIT 1A (1BD+DEN)1,283 SF UNIT 1C (1BD+DEN) 1,400 SF UNIT 2B (2BD) 1,161 SF AMENITY 1,176 SF LOBBY 1,529 SF UNIT 1B (1BD+DEN) ELEV (P2-1) 1,277 SF UNIT 1C (1BD+DEN) 501 SF AMENITY 414 SF AMENITY 419 SF LOUNGE TRASH / STOR ELEV (P2-7) ELEV (P2-7) STAIR (P2-7) STAIR (1-7) 1,113 SF CORRIDOR STAIR (1-6) STAIR (P3-6) ELEV (P3-6) 147 SF ELEC TRASH / STOR 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" SE T B A C K 10 ' - 0 " 491 SF LOBBY PATIO 100'-0" PRIMARY BEDROOM 14' -0" x 14' -0" LIVING 16' -0" x 14' -0" 5-PIECE BATH+WIC 13' -8" x 14' -0" W/D CLOSET 3' -6" x 4' -9" PDR+SHR 9' -4" x 6' -6" ENTRY 12' -8" x 6' -7" KITCHEN / DINING 21' -11" x 14' -3" DEN 12' -10" x 10' -0" PRIMARY BEDROOM 14' -0" x 13' -6" 5-PIECE BATH+WIC 15' -6" x 14' -0" LIVING+DINING 24' -1" x 14' -6"KITCHEN 15' -4" x 10' -2" BEDROOM 2 12' -10" x 14' -0" POWDER 4' -8" x 10' -0" W/D CLOSET 6' -4" x 4' -6"ENTRY 10' -0" x 8' -1"DEN 12' -11" x 10' -0" 5-PIECE BATH+WIC 15' -6" x 14' -0" PRIMARY BEDROOM 14' -0" x 14' -0" LIVING 15' -0" x 15' -0" KITCHEN / DINING 18' -1" x 15' -0" PDR+SHR 9' -4" x 6' -6"ENTRY 8' -4" x 7' -6" W/D CLOSET 4' -6" x 5' -0" PRIMARY BEDROOM 15' -11" x 13' -0" LIVING / KITCHEN / DINING 23' -0" x 18' -6" 5-PIECE BATH+WIC 18' -6" x 10' -11" MUD / WD 8' -0" x 10' -11" ENTRY 19' -5" x 6' -7" BATH 2 6' -6" x 14' -0" BEDROOM 2 12' -11" x 14' -0" PRIMARY BEDROOM 14' -0" x 16' -1" LIVING+DINING 21' -9" x 22' -8" KITCHEN 14' -9" x 12' -0"5-PIECE BATH+WIC 13' -8" x 16' -1" DEN 12' -10" x 10' -0" PDR+SHR 9' -4" x 6' -6"ENTRY 11' -0" x 6' -7" W/D CLOSET 4' -6" x 5' -0" W/D CLOSET 4' -6" x 5' -0" ENTRY 8' -4" x 7' -6" PDR+SHR 9' -4" x 6' -6" DEN 12' -11" x 10' -0" 5-PIECE BATH+WIC 15' -6" x 14' -0" PRIMARY BEDROOM 14' -0" x 14' -0" LIVING 15' -0" x 15' -0" KITCHEN / DINING 18' -1" x 15' -0" LIVING 16' -0" x 14' -0" KITCHEN / DINING 21' -11" x 14' -3" PRIMARY BEDROOM 14' -0" x 14' -0" 5-PIECE BATH+WIC 13' -8" x 14' -0" DEN 12' -10" x 10' -0" PDR+SHR 9' -4" x 6' -6"ENTRY 12' -8" x 6' -7"W/D CLOSET 3' -6" x 4' -9" BATH 2 6' -6" x 14' -0" BENCH 2' -0" x 7' -0"BENCH 4' -9" x 5' -3"BENCH 4' -9" x 5' -3" BENCH 2' -6" x 5' -0" BENCH 2' -6" x 5' -0" BENCH 2' -6" x 5' -0" 747 SF CORRIDOR 11 ' - 5 " 6' - 6 " GRFA UNIT FLOOR PLAN LEGEND 2 BEDROOM + DEN 1 BEDROOM + DEN 2 BEDROOM 3 BEDROOM 5 BEDROOM3 BEDROOM + DEN 4 BEDROOM 4 BEDROOM + DEN KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 LEVEL 1 AREA PLAN A.101 GRFA SUMMARY Name Area LEVEL 1 UNIT 1A (1BD+DEN)1,342 SF UNIT 1A (1BD+DEN)1,342 SF UNIT 1B (1BD+DEN)1,529 SF UNIT 1C (1BD+DEN)1,283 SF UNIT 1C (1BD+DEN)1,277 SF UNIT 2A (2BD)1,555 SF UNIT 2B (2BD)1,400 SF 9,728 SF LEVEL 2 UNIT 1D (1BD+DEN)1,418 SF UNIT 1E (1BD+DEN)1,421 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3A (3BD+DEN)2,599 SF UNIT 3B (3BD)2,319 SF UNIT 3C (3BD+DEN)2,527 SF UNIT 4A (4BD)2,580 SF 15,308 SF LEVEL 3 UNIT 1D (1BD+DEN)1,419 SF UNIT 1D (1BD+DEN)1,418 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,703 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,363 SF LEVEL 4 UNIT 2C (2BD+DEN)2,444 SF UNIT 2E (2BD+DEN)2,842 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,366 SF LEVEL 5 UNIT 2D (2BD+DEN)2,341 SF UNIT 2E (2BD+DEN)2,830 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3F (3BD+DEN)2,253 SF UNIT 4A (4BD)2,580 SF 15,025 SF LEVEL 6 UNIT 3G + LOFT (3BD+DEN) 1,909 SF UNIT 4B (4BD+DEN)3,808 SF UNIT 5A + LOFT (5BD) 3,106 SF UNIT 5B (5BD)3,538 SF 12,361 SF LEVEL 7 UNIT 3G + LOFT (3BD+DEN) 994 SF UNIT 5A + LOFT (5BD) 1,105 SF 2,099 SF 85,250 SF MAX. ALLOWABLE GRFA 250% OF TOTAL SITE AREA 2.5 X 45,432 = 113,581 SF 113,581 SF 85,341 SF (188% OF TOTAL SITE AREA)0 SF DESIGN GUIDELINE ALLOWABLE AREA CALCULATIONS ALLOWABLE AREA PROPOSED AREA EXISTING GROSS RESIDENTIAL FLOOR AREA (GRFA) REQUIREMENTS *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1/8” = 1’-0” ARCHITECTURAL FLOOR PLANS | LEVEL 1 N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.101 0 4 8 16 97 A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 2,580 SF UNIT 4A (4BD) 1,418 SF UNIT 1D (1BD+DEN) 1,421 SF UNIT 1E (1BD+DEN) 2,599 SF UNIT 3A (3BD+DEN) ELEV OVRN 2,319 SF UNIT 3B (3BD) 2,444 SF UNIT 2C (2BD+DEN) 2,527 SF UNIT 3C (3BD+DEN) ELEV (P2-7)ELEV (P2-7) STAIR (P2-7) STAIR (1-7) 765 SF CORRIDOR STAIR (1-6) STAIR (P3-6)ELEV (P3-6) 721 SF CORRIDOR 92 SF ELEC 97 SF TRASH 79 SF TRASH 78 SF ELEC 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" 110'-7"110'-7" LIVING 14' -1" x 18' -3" DEN 14' -1" x 10' -4" BEDROOM 2 19' -11" x 11' -2" BEDROOM 3 14' -0" x 13' -11" PRIMARY BEDROOM 17' -6" x 13' -6" LAUNDRY 8' -0" x 7' -5"PDR+SHR 11' -9" x 5' -7" PRIMARY BEDROOM 15' -6" x 13' -11" BEDROOM 2 15' -2" x 15' -0" BEDROOM 2 15' -2" x 15' -0" LIVING 18' -4" x 17' -5" DEN 17' -8" x 10' -5" ENTRY 41' -1" x 6' -8" MUD / LAUNDRY 12' -8" x 8' -11" LIVING+DINING 24' -10" x 24' -8"KITCHEN 13' -5" x 17' -1" PRIMARY BEDROOM 16' -11" x 16' -6" DEN 10' -7" x 10' -8" MUD / LAUNDRY 6' -5" x 10' -8" BEDROOM 3 18' -9" x 12' -6" BEDROOM 2 18' -0" x 12' -1" ENTRY 8' -2" x 15' -7" ENTRY 11' -11" x 8' -0"W/D CLOSET 4' -6" x 9' -0" DEN 12' -6" x 11' -2" PDR+SHR 6' -6" x 11' -2" KITCHEN 11' -6" x 11' -2" 5-PIECE BATH+WIC 15' -6" x 13' -11" PRIMARY BEDROOM 14' -0" x 13' -11" LIVING 14' -4" x 13' -2" BEDROOM 2 18' -11" x 13' -0" BEDROOM 3 18' -11" x 13' -1" LIVING+DINING 21' -9" x 22' -8" PRIMARY BEDROOM 14' -0" x 16' -1" LIVING 12' -5" x 17' -4" PRIMARY BEDROOM 14' -9" x 14' -4" BEDROOM 3 15' -11" x 13' -9" BED / BATH 2 15' -11" x 13' -9" ENTRY 7' -10" x 14' -8" DEN 10' -1" x 13' -3" PDR+SHR 6' -4" x 9' -5" 5-PIECE BATH+WIC 19' -0" x 16' -1" KITCHEN 16' -9" x 12' -3" BATH 4 6' -8" x 10' -5" DEN 11' -4" x 13' -1" LAUNDRY 8' -4" x 8' -1"POWDER 9' -11" x 4' -10" ENTRY 7' -0" x 24' -9" PDR+SHR 11' -8" x 8' -9" 5-PIECE BATH+WIC 13' -0" x 16' -2" PRIMARY 5-PIECE BATH 16' -11" x 10' -5" ENTRY 8' -5" x 16' -4" BENCH 2' -5" x 7' -4" PRIMARY 5-PIECE BATH 10' -6" x 18' -8" DINING 16' -0" x 13' -8" PRIMARY CLOSET 13' -1" x 6' -3" LIVING 17' -0" x 13' -2" KITCHEN / DINING 19' -0" x 13' -3" PDR+SHR 9' -6" x 6' -6" ENTRY 20' -3" x 6' -10" 5-PIECE BATH+WIC 14' -4" x 15' -0" PRIMARY BEDROOM 14' -0" x 15' -0" DEN 10' -6" x 13' -0" BENCH 11' -10" x 3' -0" W/D CLOSET 8' -6" x 4' -6"PDR+SHR 5' -10" x 10' -8" BATH 2 10' -1" x 6' -2" BATH 3 10' -8" x 6' -6" BATH 2 7' -10" x 9' -0" BATH 3 13' -1" x 6' -6" BENCH 3' -0" x 9' -0" W/D CLOSET 4' -6" x 9' -0" OWNERS CLOSET 8' -4" x 4' -0" BENCH 2' -6" x 13' -0" DINING 16' -5" x 10' -6" 5-PIECE BATH+WIC 15' -7" x 14' -4" BATH 3 9' -10" x 6' -6"BATH 3 14' -11" x 6' -6" LAUNDRY 8' -10" x 7' -2" CLOSET 6' -6" x 4' -10"BATH 2 12' -5" x 7' -3"KITCHEN 10' -0" x 16' -1" DINING 18' -4" x 11' -11" KITCHEN 11' -6" x 13' -8" BATH 2 13' -3" x 6' -6" BATH 3 5' -8" x 10' -4" KITCHEN 12' -0" x 17' -4" DINING 12' -0" x 14' -3" CLOSET 6' -6" x 6' -6" GRFA UNIT FLOOR PLAN LEGEND 2 BEDROOM + DEN 1 BEDROOM + DEN 2 BEDROOM 3 BEDROOM 5 BEDROOM3 BEDROOM + DEN 4 BEDROOM 4 BEDROOM + DEN KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 LEVEL 2 AREA PLAN A.102 GRFA SUMMARY Name Area LEVEL 1 UNIT 1A (1BD+DEN)1,342 SF UNIT 1A (1BD+DEN)1,342 SF UNIT 1B (1BD+DEN)1,529 SF UNIT 1C (1BD+DEN)1,283 SF UNIT 1C (1BD+DEN)1,277 SF UNIT 2A (2BD)1,555 SF UNIT 2B (2BD)1,400 SF 9,728 SF LEVEL 2 UNIT 1D (1BD+DEN)1,418 SF UNIT 1E (1BD+DEN)1,421 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3A (3BD+DEN)2,599 SF UNIT 3B (3BD)2,319 SF UNIT 3C (3BD+DEN)2,527 SF UNIT 4A (4BD)2,580 SF 15,308 SF LEVEL 3 UNIT 1D (1BD+DEN)1,419 SF UNIT 1D (1BD+DEN)1,418 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,703 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,363 SF LEVEL 4 UNIT 2C (2BD+DEN)2,444 SF UNIT 2E (2BD+DEN)2,842 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,366 SF LEVEL 5 UNIT 2D (2BD+DEN)2,341 SF UNIT 2E (2BD+DEN)2,830 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3F (3BD+DEN)2,253 SF UNIT 4A (4BD)2,580 SF 15,025 SF LEVEL 6 UNIT 3G + LOFT (3BD+DEN) 1,909 SF UNIT 4B (4BD+DEN)3,808 SF UNIT 5A + LOFT (5BD) 3,106 SF UNIT 5B (5BD)3,538 SF 12,361 SF LEVEL 7 UNIT 3G + LOFT (3BD+DEN) 994 SF UNIT 5A + LOFT (5BD) 1,105 SF 2,099 SF 85,250 SF MAX. ALLOWABLE GRFA 250% OF TOTAL SITE AREA 2.5 X 45,432 = 113,581 SF 113,581 SF 85,341 SF (188% OF TOTAL SITE AREA)0 SF DESIGN GUIDELINE ALLOWABLE AREA CALCULATIONS ALLOWABLE AREA PROPOSED AREA EXISTING GROSS RESIDENTIAL FLOOR AREA (GRFA) REQUIREMENTS *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1/8” = 1’-0” ARCHITECTURAL FLOOR PLANS | LEVEL 2 N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.102 0 4 8 16 98 A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 2,580 SF UNIT 4A (4BD) 1,419 SF UNIT 1D (1BD+DEN) 1,418 SF UNIT 1D (1BD+DEN) 2,703 SF UNIT 3D (3BD+DEN) 2,319 SF UNIT 3B (3BD) 2,444 SF UNIT 2C (2BD+DEN) 2,480 SF UNIT 3E (3BD+DEN) ELEV (P2-7) ELEV (P2-7) STAIR (P2-7) STAIR (1-7) 759 SF CORRIDOR STAIR (1-6) STAIR (P3-6)ELEV (P3-6) 721 SF CORRIDOR 79 SF ELEC 76 SF TRASH 92 SF ELEC 67 SF TRASH 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" 121'-2"121'-2" 31 ' - 2 " PRIMARY BEDROOM 15' -6" x 13' -11" BEDROOM 2 15' -2" x 15' -0" LIVING 18' -4" x 17' -5" DEN 17' -8" x 10' -5" MUD / LAUNDRY 12' -8" x 8' -11" ENTRY 41' -1" x 6' -8" LIVING+DINING 24' -10" x 24' -8"KITCHEN 13' -5" x 17' -1" DEN 10' -7" x 10' -8" BEDROOM 3 18' -9" x 12' -6"BEDROOM 2 18' -0" x 12' -1" ENTRY 8' -2" x 15' -7" MUD / LAUNDRY 6' -5" x 10' -8" PRIMARY BEDROOM 16' -11" x 16' -6" ENTRY 11' -11" x 8' -0" W/D CLOSET 4' -6" x 9' -0" DEN 12' -6" x 11' -2" PDR+SHR 6' -6" x 11' -2" KITCHEN 11' -6" x 11' -2" 5-PIECE BATH+WIC 15' -6" x 13' -11" PRIMARY BEDROOM 14' -0" x 13' -11" LIVING 14' -4" x 13' -2" LIVING 12' -5" x 17' -4" BEDROOM 3 15' -11" x 13' -9" BED / BATH 2 15' -11" x 13' -9" ENTRY 7' -10" x 14' -8" PDR+SHR 6' -4" x 9' -5" DEN 10' -1" x 13' -3" PRIMARY BEDROOM 14' -9" x 14' -4" BEDROOM 2 15' -0" x 10' -6"BEDROOM 3 17' -8" x 12' -0" KITCHEN 11' -6" x 17' -9" PRIMARY 5-PIECE BATH 14' -4" x 10' -10" LIVING 15' -0" x 22' -8" PRIMARY BEDROOM 15' -6" x 16' -1" ENTRY 7' -0" x 19' -11" DEN 11' -5" x 12' -9" PDR+SHR 11' -10" x 5' -1" LAUNDRY 11' -7" x 8' -7" 5-PIECE BATH+WIC 13' -0" x 16' -2" PRIMARY 5-PIECE BATH 16' -11" x 10' -5" PDR+SHR 11' -8" x 8' -9" LIVING 17' -0" x 13' -2" KITCHEN / DINING 19' -0" x 13' -3" 5-PIECE BATH+WIC 14' -4" x 15' -0" PRIMARY BEDROOM 14' -0" x 15' -0" ENTRY 20' -3" x 6' -10"PDR+SHR 9' -6" x 6' -6"DEN 10' -6" x 13' -0" BEDROOM 3 18' -9" x 12' -6" BATH 3 10' -8" x 6' -6" BATH 2 10' -1" x 6' -2" PDR+SHR 5' -10" x 10' -8" BENCH 3' -0" x 9' -0" DINING 12' -0" x 14' -3" BENCH 11' -10" x 3' -0" W/D CLOSET 8' -6" x 4' -6" DINING 16' -5" x 10' -6" 5-PIECE BATH+WIC 15' -7" x 14' -4" BATH 3 9' -10" x 6' -6"BATH 3 14' -11" x 6' -6" LAUNDRY 8' -10" x 7' -2" CLOSET 6' -6" x 4' -10"BATH 2 12' -5" x 7' -3"KITCHEN 10' -0" x 16' -1" DINING 18' -4" x 11' -11" LIVING 14' -1" x 17' -4" PRIMARY BEDROOM 17' -6" x 13' -6" DINING 13' -3" x 15' -8" KITCHEN 14' -3" x 18' -3" KITCHEN 12' -0" x 17' -4" DINING 12' -0" x 22' -8" BATH 2 6' -6" x 12' -5" BATH 3 7' -9" x 12' -9" DEN 15' -1" x 10' -4" BEDROOM 2 19' -11" x 9' -11" BEDROOM 3 14' -0" x 13' -11" LAUNDRY 9' -7" x 7' -5" ENTRY 9' -6" x 10' -7" PRIMARY 5-PIECE BATH 8' -4" x 19' -1"PRIMARY CLOSET 10' -11" x 5' -1" BATH 2 13' -3" x 5' -3" BATH 3 6' -4" x 10' -4" PDR+SHR 10' -6" x 5' -8" CLOSET 6' -6" x 6' -6" PRIMARY CLOSET 9' -7" x 6' -0" GRFA UNIT FLOOR PLAN LEGEND 2 BEDROOM + DEN 1 BEDROOM + DEN 2 BEDROOM 3 BEDROOM 5 BEDROOM3 BEDROOM + DEN 4 BEDROOM 4 BEDROOM + DEN KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 LEVEL 3 AREA PLAN A.103 GRFA SUMMARY Name Area LEVEL 1 UNIT 1A (1BD+DEN)1,342 SF UNIT 1A (1BD+DEN)1,342 SF UNIT 1B (1BD+DEN)1,529 SF UNIT 1C (1BD+DEN)1,283 SF UNIT 1C (1BD+DEN)1,277 SF UNIT 2A (2BD)1,555 SF UNIT 2B (2BD)1,400 SF 9,728 SF LEVEL 2 UNIT 1D (1BD+DEN)1,418 SF UNIT 1E (1BD+DEN)1,421 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3A (3BD+DEN)2,599 SF UNIT 3B (3BD)2,319 SF UNIT 3C (3BD+DEN)2,527 SF UNIT 4A (4BD)2,580 SF 15,308 SF LEVEL 3 UNIT 1D (1BD+DEN)1,419 SF UNIT 1D (1BD+DEN)1,418 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,703 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,363 SF LEVEL 4 UNIT 2C (2BD+DEN)2,444 SF UNIT 2E (2BD+DEN)2,842 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,366 SF LEVEL 5 UNIT 2D (2BD+DEN)2,341 SF UNIT 2E (2BD+DEN)2,830 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3F (3BD+DEN)2,253 SF UNIT 4A (4BD)2,580 SF 15,025 SF LEVEL 6 UNIT 3G + LOFT (3BD+DEN) 1,909 SF UNIT 4B (4BD+DEN)3,808 SF UNIT 5A + LOFT (5BD) 3,106 SF UNIT 5B (5BD)3,538 SF 12,361 SF LEVEL 7 UNIT 3G + LOFT (3BD+DEN) 994 SF UNIT 5A + LOFT (5BD) 1,105 SF 2,099 SF 85,250 SF MAX. ALLOWABLE GRFA 250% OF TOTAL SITE AREA 2.5 X 45,432 = 113,581 SF 113,581 SF 85,341 SF (188% OF TOTAL SITE AREA)0 SF DESIGN GUIDELINE ALLOWABLE AREA CALCULATIONS ALLOWABLE AREA PROPOSED AREA EXISTING GROSS RESIDENTIAL FLOOR AREA (GRFA) REQUIREMENTS *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1/8” = 1’-0” ARCHITECTURAL FLOOR PLANS | LEVEL 3 N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.103 0 4 8 16 99 A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 2,580 SF UNIT 4A (4BD) 2,842 SF UNIT 2E (2BD+DEN) 2,319 SF UNIT 3B (3BD) 2,444 SF UNIT 2C (2BD+DEN) 2,480 SF UNIT 3E (3BD+DEN) 2,701 SF UNIT 3D (3BD+DEN) ELEV (P2-7) ELEV (P2-7) STAIR (P2-7)STAIR (1-7) 764 SF CORRIDOR STAIR (1-6) STAIR (P3-6)ELEV (P3-6) 721 SF CORRIDOR 78 SF ELEC 76 SF TRASH 66 SF TRASH 92 SF ELEC 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" 131'-9"131'-9" PRIMARY BEDROOM 15' -6" x 13' -11" BEDROOM 2 15' -2" x 15' -0" LIVING 18' -4" x 17' -5" DEN 17' -8" x 10' -5" MUD / LAUNDRY 12' -8" x 8' -11" ENTRY 41' -1" x 6' -8" LIVING+DINING 24' -10" x 24' -8" PRIMARY BEDROOM 16' -11" x 16' -6" KITCHEN 13' -5" x 17' -1" DEN 10' -7" x 10' -8" MUD / LAUNDRY 6' -5" x 10' -8" ENTRY 8' -2" x 15' -7" BEDROOM 2 18' -0" x 12' -1" BEDROOM 3 18' -9" x 12' -6" LIVING 12' -5" x 17' -4" PRIMARY BEDROOM 14' -9" x 14' -4" BEDROOM 3 15' -11" x 13' -9" BED / BATH 2 15' -11" x 13' -9" ENTRY 7' -10" x 14' -8" PDR+SHR 6' -4" x 9' -5" DEN 10' -1" x 13' -3" BEDROOM 2 15' -0" x 10' -6"BEDROOM 3 17' -8" x 12' -0" KITCHEN 11' -6" x 17' -9" PRIMARY 5-PIECE BATH 14' -4" x 10' -10" LIVING 15' -0" x 22' -8" PRIMARY BEDROOM 15' -6" x 16' -1" ENTRY 7' -0" x 19' -11"PDR+SHR 11' -10" x 5' -1" LAUNDRY 11' -7" x 8' -7" DEN 11' -5" x 12' -9" KITCHEN 20' -7" x 14' -5" BEDROOM 2 17' -3" x 13' -9" BATH 2 12' -8" x 9' -10" PDR+SHR 7' -5" x 14' -4" DEN 10' -6" x 17' -0" ENTRY 22' -7" x 7' -5" LAUNDRY 9' -9" x 6' -1" BENCH 1' -9" x 9' -3" PRIMARY 5-PIECE BATH 13' -7" x 15' -0" PRIMARY BEDROOM 15' -4" x 15' -0" 5-PIECE BATH+WIC 13' -0" x 16' -2" PRIMARY CLOSET 6' -9" x 9' -11" PRIMARY 5-PIECE BATH 16' -11" x 10' -5" PDR+SHR 11' -8" x 8' -9" BATH 3 10' -8" x 6' -6" BATH 2 10' -1" x 6' -2" PDR+SHR 5' -10" x 10' -8" DINING 18' -3" x 13' -7" LIVING 15' -3" x 28' -1" OWNERS CLOSET 2' -5" x 4' -1" BATH 3 7' -9" x 12' -9" DINING 12' -0" x 22' -8" 5-PIECE BATH+WIC 15' -7" x 14' -4" BATH 3 9' -10" x 6' -6"BATH 3 14' -11" x 6' -6" LAUNDRY 8' -10" x 7' -2" DINING 16' -5" x 10' -6" BATH 2 6' -6" x 12' -5" KITCHEN 12' -0" x 17' -4" CLOSET 6' -6" x 4' -10"BATH 2 12' -5" x 7' -3" DINING 18' -4" x 11' -11" KITCHEN 10' -0" x 16' -1" LIVING 14' -1" x 17' -4" DINING 13' -3" x 15' -8" KITCHEN 14' -3" x 18' -3" PRIMARY BEDROOM 17' -6" x 13' -6" PRIMARY CLOSET 10' -11" x 5' -1" PRIMARY 5-PIECE BATH 8' -4" x 19' -1" DEN 15' -1" x 10' -4" BATH 3 6' -4" x 10' -4" LAUNDRY 9' -7" x 7' -5"PDR+SHR 10' -6" x 5' -8" BEDROOM 3 14' -0" x 13' -11" ENTRY 9' -6" x 10' -7" BATH 2 13' -3" x 5' -3" BEDROOM 2 19' -11" x 9' -11" DEN 12' -4" x 11' -2" GRFA UNIT FLOOR PLAN LEGEND 2 BEDROOM + DEN 1 BEDROOM + DEN 2 BEDROOM 3 BEDROOM 5 BEDROOM3 BEDROOM + DEN 4 BEDROOM 4 BEDROOM + DEN KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 LEVEL 4 AREA PLAN A.104 GRFA SUMMARY Name Area LEVEL 1 UNIT 1A (1BD+DEN)1,342 SF UNIT 1A (1BD+DEN)1,342 SF UNIT 1B (1BD+DEN)1,529 SF UNIT 1C (1BD+DEN)1,283 SF UNIT 1C (1BD+DEN)1,277 SF UNIT 2A (2BD)1,555 SF UNIT 2B (2BD)1,400 SF 9,728 SF LEVEL 2 UNIT 1D (1BD+DEN)1,418 SF UNIT 1E (1BD+DEN)1,421 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3A (3BD+DEN)2,599 SF UNIT 3B (3BD)2,319 SF UNIT 3C (3BD+DEN)2,527 SF UNIT 4A (4BD)2,580 SF 15,308 SF LEVEL 3 UNIT 1D (1BD+DEN)1,419 SF UNIT 1D (1BD+DEN)1,418 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,703 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,363 SF LEVEL 4 UNIT 2C (2BD+DEN)2,444 SF UNIT 2E (2BD+DEN)2,842 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,366 SF LEVEL 5 UNIT 2D (2BD+DEN)2,341 SF UNIT 2E (2BD+DEN)2,830 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3F (3BD+DEN)2,253 SF UNIT 4A (4BD)2,580 SF 15,025 SF LEVEL 6 UNIT 3G + LOFT (3BD+DEN) 1,909 SF UNIT 4B (4BD+DEN)3,808 SF UNIT 5A + LOFT (5BD) 3,106 SF UNIT 5B (5BD)3,538 SF 12,361 SF LEVEL 7 UNIT 3G + LOFT (3BD+DEN) 994 SF UNIT 5A + LOFT (5BD) 1,105 SF 2,099 SF 85,250 SF MAX. ALLOWABLE GRFA 250% OF TOTAL SITE AREA 2.5 X 45,432 = 113,581 SF 113,581 SF 85,341 SF (188% OF TOTAL SITE AREA)0 SF DESIGN GUIDELINE ALLOWABLE AREA CALCULATIONS ALLOWABLE AREA PROPOSED AREA EXISTING GROSS RESIDENTIAL FLOOR AREA (GRFA) REQUIREMENTS *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1/8” = 1’-0” ARCHITECTURAL FLOOR PLANS | LEVEL 4 N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.104 0 4 8 16 100 A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 ELEV (P2-7) ELEV (P2-7) 2,580 SF UNIT 4A (4BD) STAIR (P2-7) 2,830 SF UNIT 2E (2BD+DEN) 2,341 SF UNIT 2D (2BD+DEN) 2,253 SF UNIT 3F (3BD+DEN) STAIR (1-7)STAIR (1-6) STAIR (P3-6)ELEV (P3-6) 2,701 SF UNIT 3D (3BD+DEN) 2,319 SF UNIT 3B (3BD) 764 SF CORRIDOR 721 SF CORRIDOR79 SF TRASH 78 SF ELEC 97 SF TRASH 92 SF ELEC 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" 142'-4"142'-4" LIVING+DINING 24' -10" x 24' -8"KITCHEN 13' -5" x 17' -1" DEN 10' -7" x 10' -8" BEDROOM 3 18' -9" x 12' -6" BEDROOM 2 18' -0" x 12' -1" ENTRY 8' -2" x 15' -7" MUD / LAUNDRY 6' -5" x 10' -8" PRIMARY BEDROOM 16' -11" x 16' -6" LIVING 12' -5" x 17' -4" BEDROOM 3 15' -11" x 13' -9" BED / BATH 2 15' -11" x 13' -9" ENTRY 7' -10" x 14' -8" PDR+SHR 6' -4" x 9' -5" DEN 10' -1" x 13' -3" PRIMARY BEDROOM 14' -9" x 14' -4" BEDROOM 2 15' -0" x 10' -6" BEDROOM 3 17' -8" x 12' -0" KITCHEN 11' -6" x 17' -9" PRIMARY 5-PIECE BATH 14' -4" x 10' -10" LIVING 15' -0" x 22' -8" PRIMARY BEDROOM 15' -6" x 16' -1" ENTRY 7' -0" x 19' -11"PDR+SHR 11' -10" x 5' -1" LAUNDRY 11' -7" x 8' -7" DEN 11' -5" x 12' -9" KITCHEN 20' -7" x 14' -5" BEDROOM 2 17' -3" x 13' -9" BATH 2 12' -8" x 9' -10" PDR+SHR 7' -5" x 14' -4" DEN 10' -6" x 17' -0" ENTRY 22' -7" x 7' -5" LAUNDRY 9' -9" x 6' -1" BENCH 1' -9" x 9' -3" PRIMARY 5-PIECE BATH 13' -7" x 15' -0" PRIMARY BEDROOM 15' -4" x 15' -0" 5-PIECE BATH+WIC 13' -0" x 16' -2" PRIMARY CLOSET 6' -9" x 9' -11"PDR+SHR 5' -10" x 10' -8" BATH 3 10' -8" x 6' -6" BATH 2 10' -1" x 6' -2" LIVING 15' -3" x 28' -1" DINING 18' -3" x 13' -7" OWNERS CLOSET 2' -5" x 4' -1" DINING 12' -0" x 22' -8" BATH 3 7' -9" x 12' -9" BATH 2 6' -6" x 12' -5"BATH 3 9' -10" x 6' -6"BATH 3 14' -11" x 6' -6" 5-PIECE BATH+WIC 15' -7" x 14' -4" KITCHEN 12' -0" x 17' -4" DINING 16' -5" x 10' -6" LAUNDRY 8' -10" x 7' -2" LIVING 18' -4" x 17' -5" DINING 18' -4" x 11' -11" KITCHEN 10' -0" x 16' -1" BEDROOM 2 14' -5" x 15' -2" PRIMARY BEDROOM 14' -5" x 13' -11" PRIMARY 5-PIECE BATH 10' -10" x 13' -11" BATH 2 6' -6" x 10' -11" PRIMARY CLOSET 10' -8" x 6' -0" DEN 10' -8" x 13' -11" PDR+SHR 7' -0" x 11' -0" LAUNDRY 7' -5" x 8' -11" BENCH 8' -11" x 3' -0" ENTRY 41' -1" x 6' -8" BUTLER'S PANTRY 11' -8" x 6' -7" MUDROOM 8' -0" x 10' -4"ENTRY 6' -0" x 9' -10" LAUNDRY 11' -9" x 7' -1" PDR+SHR 11' -9" x 6' -6" DEN 10' -0" x 10' -0" PRIMARY 5-PIECE BATH 10' -6" x 13' -7"PRIMARY CLOSET 9' -3" x 7' -6" KITCHEN 10' -0" x 20' -2" BATH 3 9' -4" x 6' -6" BEDROOM 3 12' -4" x 13' -11" BEDROOM 2 13' -4" x 13' -1" BATH 2 6' -6" x 13' -1" DINING 12' -0" x 15' -7" LIVING 13' -11" x 14' -2" PRIMARY BEDROOM 19' -0" x 13' -0" 11 ' - 6 7 / 8 " 11 ' - 6 7 / 8 " GRFA UNIT FLOOR PLAN LEGEND 2 BEDROOM + DEN 1 BEDROOM + DEN 2 BEDROOM 3 BEDROOM 5 BEDROOM3 BEDROOM + DEN 4 BEDROOM 4 BEDROOM + DEN KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 LEVEL 5 AREA PLAN A.105 GRFA SUMMARY Name Area LEVEL 1 UNIT 1A (1BD+DEN)1,342 SF UNIT 1A (1BD+DEN)1,342 SF UNIT 1B (1BD+DEN)1,529 SF UNIT 1C (1BD+DEN)1,283 SF UNIT 1C (1BD+DEN)1,277 SF UNIT 2A (2BD)1,555 SF UNIT 2B (2BD)1,400 SF 9,728 SF LEVEL 2 UNIT 1D (1BD+DEN)1,418 SF UNIT 1E (1BD+DEN)1,421 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3A (3BD+DEN)2,599 SF UNIT 3B (3BD)2,319 SF UNIT 3C (3BD+DEN)2,527 SF UNIT 4A (4BD)2,580 SF 15,308 SF LEVEL 3 UNIT 1D (1BD+DEN)1,419 SF UNIT 1D (1BD+DEN)1,418 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,703 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,363 SF LEVEL 4 UNIT 2C (2BD+DEN)2,444 SF UNIT 2E (2BD+DEN)2,842 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,366 SF LEVEL 5 UNIT 2D (2BD+DEN)2,341 SF UNIT 2E (2BD+DEN)2,830 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3F (3BD+DEN)2,253 SF UNIT 4A (4BD)2,580 SF 15,025 SF LEVEL 6 UNIT 3G + LOFT (3BD+DEN) 1,909 SF UNIT 4B (4BD+DEN)3,808 SF UNIT 5A + LOFT (5BD) 3,106 SF UNIT 5B (5BD)3,538 SF 12,361 SF LEVEL 7 UNIT 3G + LOFT (3BD+DEN) 994 SF UNIT 5A + LOFT (5BD) 1,105 SF 2,099 SF 85,250 SF MAX. ALLOWABLE GRFA 250% OF TOTAL SITE AREA 2.5 X 45,432 = 113,581 SF 113,581 SF 85,341 SF (188% OF TOTAL SITE AREA)0 SF DESIGN GUIDELINE ALLOWABLE AREA CALCULATIONS ALLOWABLE AREA PROPOSED AREA EXISTING GROSS RESIDENTIAL FLOOR AREA (GRFA) REQUIREMENTS *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1/8” = 1’-0” ARCHITECTURAL FLOOR PLANS | LEVEL 5 N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.105 0 4 8 16 101 A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 3,538 SF UNIT 5B (5BD)1,909 SF UNIT 3G + LOFT (3BD+DEN) 3,106 SF UNIT 5A + LOFT (5BD) 3,808 SF UNIT 4B (4BD+DEN) STAIR (1-6) STAIR (P3-6)ELEV (P3-6) 624 SF CORRIDOR ELEV (P2-7) ELEV (P2-7) STAIR (P2-7) STAIR (1-7) COOLING TOWER UNIT 3G BALCONYUNIT 4B BALCONY73 SF ELEC 79 SF TRASH 92 SF ELEC 67 SF TRASH 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" 152'-11"152'-11" LIVING 24' -11" x 18' -9" DINING 15' -6" x 20' -7" PRIMARY BEDROOM 19' -8" x 13' -11" ENTRY 12' -10" x 8' -1" BEDROOM 5 14' -6" x 13' -11" POWDER 4' -6" x 12' -8" LAUNDRY 14' -4" x 11' -0" LIVING 28' -1" x 22' -9" KITCHEN / DINING 27' -9" x 19' -1" LIVING 13' -7" x 15' -10" KITCHEN 10' -0" x 16' -0" BEDROOM 2 15' -5" x 11' -10" BEDROOM 3 13' -7" x 12' -6" ENTRY 21' -1" x 5' -6" LIVING 20' -1" x 14' -0" BED 5 (JR PRIMARY) 14' -5" x 16' -0" BEDROOM 2 14' -5" x 13' -6" DEN 10' -0" x 11' -2" MUDROOM 6' -3" x 8' -0" ENTRY 13' -11" x 6' -0"LAUNDRY 10' -2" x 9' -2" STAIR 8' -3" x 13' -6" DEN 10' -4" x 10' -1" POWDER 9' -4" x 3' -10" PRIMARY BEDROOM 16' -2" x 16' -7" 5-PIECE BATH+WIC 13' -9" x 16' -7" LAUNDRY 9' -4" x 10' -7" ENTRY 20' -4" x 8' -0"PDR+SHR 8' -1" x 10' -8" DEN 15' -9" x 10' -0" BEDROOM 4 23' -11" x 15' -5"BATH 3 14' -9" x 8' -9" BEDROOM 3 13' -9" x 13' -7" BEDROOM 2 23' -6" x 13' -7" 606 SF CORRIDOR MUDROOM 9' -10" x 9' -11" BATH 4 6' -6" x 12' -8" PRIMARY CLOSET 10' -8" x 6' -10" OWNERS CLOSET 10' -7" x 6' -3" PRIMARY 5-PIECE BATH 10' -8" x 14' -9" STAIR 7' -6" x 11' -2" LAUNDRY 6' -6" x 15' -3" BATH 2 6' -6" x 9' -0" KITCHEN 14' -10" x 26' -9" DINING 20' -1" x 14' -0" 5-PIECE BATH+WIC 13' -11" x 15' -3" CLOSET 6' -6" x 5' -0" BATH 3 9' -3" x 6' -6" OWNERS CLOSET 11' -10" x 2' -4" OWNERS CLOSET 5' -4" x 9' -2" KITCHEN 14' -5" x 19' -4" BEDROOM 4 12' -7" x 14' -0" BEDROOM 3 18' -9" x 12' -6" BATH 3 13' -6" x 6' -6" BATH 2 12' -6" x 6' -6" BEDROOM 2 17' -9" x 12' -8" BENCH 9' -4" x 3' -0" BATH 2 6' -6" x 13' -7" BATH 4 6' -6" x 12' -6" DINING 12' -0" x 16' -0" PDR+SHR 9' -3" x 6' -6" BEDROOM 2 6' -8" x 10' -1" BATH 2 6' -6" x 13' -1" BEDROOM 2 13' -4" x 13' -1" BEDROOM 3 13' -4" x 13' -11" BATH 3 9' -4" x 6' -6" MUDROOM 7' -5" x 7' -5" 11 ' - 1 " 4' - 1 7 / 8 " 15 ' - 6 7 / 8 " 10 ' - 0 7 / 8 " 10 ' - 0 7 / 8 " GRFA UNIT FLOOR PLAN LEGEND 2 BEDROOM + DEN 1 BEDROOM + DEN 2 BEDROOM 3 BEDROOM 5 BEDROOM3 BEDROOM + DEN 4 BEDROOM 4 BEDROOM + DEN KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 LEVEL 6 AREA PLAN A.106 GRFA SUMMARY Name Area LEVEL 1 UNIT 1A (1BD+DEN)1,342 SF UNIT 1A (1BD+DEN)1,342 SF UNIT 1B (1BD+DEN)1,529 SF UNIT 1C (1BD+DEN)1,283 SF UNIT 1C (1BD+DEN)1,277 SF UNIT 2A (2BD)1,555 SF UNIT 2B (2BD)1,400 SF 9,728 SF LEVEL 2 UNIT 1D (1BD+DEN)1,418 SF UNIT 1E (1BD+DEN)1,421 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3A (3BD+DEN)2,599 SF UNIT 3B (3BD)2,319 SF UNIT 3C (3BD+DEN)2,527 SF UNIT 4A (4BD)2,580 SF 15,308 SF LEVEL 3 UNIT 1D (1BD+DEN)1,419 SF UNIT 1D (1BD+DEN)1,418 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,703 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,363 SF LEVEL 4 UNIT 2C (2BD+DEN)2,444 SF UNIT 2E (2BD+DEN)2,842 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,366 SF LEVEL 5 UNIT 2D (2BD+DEN)2,341 SF UNIT 2E (2BD+DEN)2,830 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3F (3BD+DEN)2,253 SF UNIT 4A (4BD)2,580 SF 15,025 SF LEVEL 6 UNIT 3G + LOFT (3BD+DEN) 1,909 SF UNIT 4B (4BD+DEN)3,808 SF UNIT 5A + LOFT (5BD) 3,106 SF UNIT 5B (5BD)3,538 SF 12,361 SF LEVEL 7 UNIT 3G + LOFT (3BD+DEN) 994 SF UNIT 5A + LOFT (5BD) 1,105 SF 2,099 SF 85,250 SF MAX. ALLOWABLE GRFA 250% OF TOTAL SITE AREA 2.5 X 45,432 = 113,581 SF 113,581 SF 85,341 SF (188% OF TOTAL SITE AREA)0 SF DESIGN GUIDELINE ALLOWABLE AREA CALCULATIONS ALLOWABLE AREA PROPOSED AREA EXISTING GROSS RESIDENTIAL FLOOR AREA (GRFA) REQUIREMENTS *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1/8” = 1’-0” ARCHITECTURAL FLOOR PLANS | LEVEL 6 N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.106 0 4 8 16 102 A 1 2 3 4 5 6 7 B C D E 8 9 10 11 F J E.1 12 994 SF UNIT 3G + LOFT (3BD+DEN)1,105 SF UNIT 5A + LOFT (5BD) 640 SF OWNER AMENITY 2,262 SF ROOF DECK 153 SF MECH ELEV (P2-7) ELEV (P2-7) STAIR (P2-7)STAIR (1-7) 336 SF LOBBY 77 SF TRASH 29'-8"20'-0"29'-0"29'-0"29'-0"29'-0"23'-0"29'-0"29'-0"27'-8"5'-6" 279'-10" 18 ' - 8 " 29 ' - 1 0 " 13 ' - 6 " 13 ' - 6 " 30 ' - 0 " 19 ' - 5 " 12 4 ' - 1 1 " 164'-7" PRIMARY BEDROOM 12' -0" x 12' -1" PRIMARY CLOSET 6' -6" x 8' -9" LOFT LIVING 18' -6" x 10' -8"STAIR 8' -3" x 13' -6"PDR+SHR 6' -4" x 7' -4" PRIMARY 5-PIECE BATH 11' -6" x 10' -2" BUNK 9' -7" x 10' -7" STAIR 7' -6" x 11' -2" PRIMARY SEATING 6' -6" x 8' -2" WET BAR 5' -0" x 8' -9" PRIMARY BEDROOM 17' -1" x 12' -1"LOFT LIVING 18' -6" x 10' -8" PRIMARY 5-PIECE BATH 11' -6" x 8' -0" PRIMARY FLEX 7' -11" x 8' -2" WET BAR 4' -10" x 6' -3" PRIMARY CLOSET 7' -6" x 6' -2" BUNK 11' -6" x 10' -10" PDR+SHR 8' -10" x 8' -0" CLOSET 4' -10" x 3' -7" 119 SF RR 112 SF RR COOLING TOWER BELOW 175 SF CORRIDOR GRFA UNIT FLOOR PLAN LEGEND 2 BEDROOM + DEN 1 BEDROOM + DEN 2 BEDROOM 3 BEDROOM 5 BEDROOM3 BEDROOM + DEN 4 BEDROOM 4 BEDROOM + DEN KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 LEVEL 7 AREA PLAN A.107 GRFA SUMMARY Name Area LEVEL 1 UNIT 1A (1BD+DEN)1,342 SF UNIT 1A (1BD+DEN)1,342 SF UNIT 1B (1BD+DEN)1,529 SF UNIT 1C (1BD+DEN)1,283 SF UNIT 1C (1BD+DEN)1,277 SF UNIT 2A (2BD)1,555 SF UNIT 2B (2BD)1,400 SF 9,728 SF LEVEL 2 UNIT 1D (1BD+DEN)1,418 SF UNIT 1E (1BD+DEN)1,421 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3A (3BD+DEN)2,599 SF UNIT 3B (3BD)2,319 SF UNIT 3C (3BD+DEN)2,527 SF UNIT 4A (4BD)2,580 SF 15,308 SF LEVEL 3 UNIT 1D (1BD+DEN)1,419 SF UNIT 1D (1BD+DEN)1,418 SF UNIT 2C (2BD+DEN)2,444 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,703 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,363 SF LEVEL 4 UNIT 2C (2BD+DEN)2,444 SF UNIT 2E (2BD+DEN)2,842 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3E (3BD+DEN)2,480 SF UNIT 4A (4BD)2,580 SF 15,366 SF LEVEL 5 UNIT 2D (2BD+DEN)2,341 SF UNIT 2E (2BD+DEN)2,830 SF UNIT 3B (3BD)2,319 SF UNIT 3D (3BD+DEN)2,701 SF UNIT 3F (3BD+DEN)2,253 SF UNIT 4A (4BD)2,580 SF 15,025 SF LEVEL 6 UNIT 3G + LOFT (3BD+DEN) 1,909 SF UNIT 4B (4BD+DEN)3,808 SF UNIT 5A + LOFT (5BD) 3,106 SF UNIT 5B (5BD)3,538 SF 12,361 SF LEVEL 7 UNIT 3G + LOFT (3BD+DEN) 994 SF UNIT 5A + LOFT (5BD) 1,105 SF 2,099 SF 85,250 SF MAX. ALLOWABLE GRFA 250% OF TOTAL SITE AREA 2.5 X 45,432 = 113,581 SF 113,581 SF 85,341 SF (188% OF TOTAL SITE AREA)0 SF DESIGN GUIDELINE ALLOWABLE AREA CALCULATIONS ALLOWABLE AREA PROPOSED AREA EXISTING GROSS RESIDENTIAL FLOOR AREA (GRFA) REQUIREMENTS *AREA CALCULATIONS PER VAIL TOWN CODE 12-15-3, DEFINITION, CALCULATION AND EXCLUSIONS (C) WITHIN ALL OTHER DISTRICTS. *GROSS RESIDENTIAL AREA (AS DEPICTED BY RED-LINES) CALCULATED TO: 1. THE EXTERIOR WALL INSIDE FACE OF SHEATHING (EXTERIOR FACE OF STUD) 2. CENTERLINE OF INTERIOR DEMISING WALLS SCALE: 1/8” = 1’-0” ARCHITECTURAL FLOOR PLANS | LEVEL 7 N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.107 0 4 8 16 103 DN A A 1 1 2 2 3 3 4 4 5 5 6 6 7 7 B B C C D D E E 8 8 9 9 10 10 11 11 F F J J E.1 E.1 12 12 9'-0" 3' - 0 " 6'-6 1/2" 2'-0" 7' - 1 1 " 3'-0" 2' - 0 " 3'-0" 7' - 1 1 " 2'-0"3'-1" 2'-11"2' - 0 " 3' - 0 " 2'-0" 2' - 0 " 3'-0" 3' - 0 " 3'-0"3'-0" 2' - 0 " 3'-0" 6' - 6 " 6' - 6 " 3'-0" 1' - 0 " 3' - 0 " 1'-0"3'-0" 3' - 0 " 3'-0" 4' - 0 " 3' - 0 " 3'-0" 2' - 0 " 3'-0" 2' - 0 " 2' - 0 " 3'-0" 3' - 0 " 2'-0" 5' - 0 " 4' - 0 " 3'-10" 4'-0" 6" / 1 2 " 6" / 12"6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 12" 4 1 / 2 " / 1 2 " 4 1 / 2 " / 1 2 " 6" / 12"6" / 12" 6" / 12"6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 12"6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 12" 6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 12"6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 12"6" / 12" 6" / 1 2 " 6" / 12"6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 12"6" / 12" 6" / 1 2 " 6" / 1 2 " ROOF TOP (LEVEL 7) AMENITY DECK ROOF TOP (LEVEL 6) UNIT DECKS LOW SLOPE ROOF LOW SLOPE ROOF LOW SLOPE ROOF LOW SLOPE ROOF LOW SLOPE ROOF ROOF TOP (LEVEL 7) UNIT (LOFT) DECK ROOF TOP (LEVEL 7) UNIT (LOFT) DECK LOW SLOPE ROOF LOW SLOPE ROOF LOW SLOPE ROOF LOW SLOPE ROOF LOW SLOPE ROOF 3" / 12" ROOF TOP (LEVEL 1) AMENITY DECK LOW SLOPE ROOF BELOW (LEVEL 2) LOW SLOPE ROOF BELOW (LEVEL 1) LOW SLOPE ROOF BELOW (LEVEL 1) LOW SLOPE ROOF BELOW (LEVEL 1) LOW SLOPE ROOF BELOW (LEVEL 1) SE T B A C K 10 ' - 0 " SETBACK 10'-0" SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SE T B A C K 10 ' - 0 " SETBACK 10'-0" SETBACK 9'-11 7/8" KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-20 ROOF PLAN A.108 SCALE: 1/8” = 1’-0” GUTTERS 4’ MAX EAVE DIMENSIONDOWNSPOUTS CHIMNEYCHIMNEYCHIMNEY 4’ MAX EAVE LINE ROOF DECK TRELLIS AWNING TRELLIS AWNINGTRELLIS AWNING BALCONY (BELOW) ROOF (BELOW) ARCHITECTURAL FLOOR PLANS | ROOF PLAN | GUTTERS & DOWNSPOUTS N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.108 0 4 8 16 104 A.200 DN UPDN SCALE: 1/8” = 1’-0” CONCEPTUAL BUILDING MASSING | PREVIOUS APPROVED DESIGN OVERLAY DIAGRAMCONCEPTUAL BUILDING MASSING | PREVIOUS APPROVED DESIGN OVERLAY DIAGRAM PROPOSED DESIGN MASSING PREVIOUS APPROVED DESIGN MASSING LOFT LEVEL +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) 1ST LEVEL +/-100’-0” (8156’-0”) LEVEL P1 (GRADE) +/-90’-5” (8146’-5”) MAX HEIGHT +/-82’-6” RIDGE HEIGHT +/-178’-6” (8234’-6”) ROOF DECK +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) 1ST LEVEL +/-100’-0” (8156’-0”) LEVEL P1 (GRADE) +/-90’-5” (8146’-5”) RIDGE HEIGHT +/-180’-11.25” (8236’-11.25”) 0 4 8 20LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 105 A.201 LEVEL 1100'-0" LEVEL 2 110'-7" LEVEL 3 121'-2" LEVEL 4 131'-9" LEVEL 5 142'-4" 1234567 GRADE90'-5" LEVEL 1 100'-0" LEVEL 2 110'-7" LEVEL 3 121'-2" LEVEL 4 131'-9" LEVEL 5142'-4" 1234567 GRADE90'-5" 8 LEVEL 1 100'-0" LEVEL 2 110'-7" LEVEL 3 121'-2" LEVEL 4 131'-9" LEVEL 5142'-4" ABCDE GRADE90'-5" LEVEL P1 84'-11" LEVEL P277'-5" LEVEL P3 67'-1" FJE.1 LEVEL 1 100'-0" LEVEL 2 110'-7" LEVEL 3121'-2" LEVEL 4 131'-9" LEVEL 5 142'-4" ABCDE GRADE 90'-5" FJE.1 1. CONTROL JOINTS AND PANEL JOINTS TO ALIGN WITH OPENINGS AND PANEL JOINTS U.N.O. 2. INTAKE / EXHAUST VENTS TO BE ALIGNED WITH WINDOW OPENINGS AND PANEL JOINTS U.N.O. MAINTAIN 3'-0" MIN FROM OPERABLE OPENINGS. 3. REFER TO WALL SECTIONS AND PLANS FOR WALL TYPES. 4. REFER TO CIVIL PLANS FOR FINISHED GRADE ELEVATIONS. 5. COORDINATE LOCATION OF FDC AND KNOX BOX WITH FIRE DEPARTMENT AND ARCHITECT PRIOR TO INSTALL. 6. COORDINATE LOCATION OF EXTERIOR LIGHT FIXTURES WITH ARCHITECT. 7. REFER TO SHEET A-___ FOR MATERIAL TRANSITIONS 8. PAINT ALL EXPOSED MATERIALS NOT FACTORY FINISHED TO MATCH SURROUNDING WALL FINISH MATERIALS. BUILDING ELEVATION NOTES EXTERIOR MATERIALS LEGEND MFR: CERACLAD PRODUCT: FIBER REINFORCED CEMENT PANEL NAME / COLOR: BARNWOOD MEHOGANY WD-01 WOOD-LOOK SIDING WD-02 WOOD-LOOK SIDING MFR: GALLEGOS PRODUCT: LIMESTONE NAME / COLOR: COURTLAND LOW RISE MAS -01 NATURAL STONE MASONRY MFR: TBD PRODUCT: TUSCAN 3-PART SMOOTH FINISH NAME / COLOR: SAND GRAY TO MATCH ARCH SAMPLE S-01 STUCCO MFR: PAC CLAD PETERSON PRODUCT: FLAT PANEL PRECISION SERIES NAME / COLOR: SLATE/CHARCOAL MP-01 METAL PANEL MFR: TBD PRODUCT: TUSCAN 3-PART SMOOTH FINISH NAME / COLOR: DARK BRONZE TO MATCH ARCH SAMPLE S-02 STUCCO MFR: SIERRA PACIFIC PRODUCT: ASPEN 2.0 & DIRECT GLAZE NAME / COLOR: ANODIZED DARK BRONZE WINDOWS ALUMINUM CLAD WOOD MFR: COSTUM STEEL FABRICATION PRODUCT: NAME / COLOR: DARK BRONZE/SLATE/CHARCOAL MTL-01 METAL TRIM, RAILINGS & EXPOSED STRUCTURE MFR: CERACLAD PRODUCT: FIBER REINFORCED CEMENT PANEL NAME / COLOR: BARNWOOD BLACK R-02 INTERLOCKING METAL SHINGLE MFR: GAF PRODUCT: TIMBERLINE HDZ NAME / COLOR: SLATE R-01 FIBERGLASS ASPHALT SHINGLE MFR: BERRIDGE PRODUCT: CLASSIC INTERLOCKING SHINGLE NAME / COLOR: SLATE/CHARCOAL Note: This is a generic Keyplan. Please edit this family and revise per your projects building footprint and delete this note. KEY PLAN A B C DNOT FOR CONSTRUCTIONPROJECT NUMBER: DATE: SHEET NUMBER SHEET TITLE: ISSUED FOR: REVISIONS: 6/ 1 2 / 2 0 2 5 1 : 0 4 : 5 7 P M A u t o d e s k D o c s : / / 1 2 5 0 4 4 . 0 0 5 4 0 E L i o n s h e a d C i r R e s i d e n c e s / 1 2 5 0 4 4 _ 5 4 0 E L i o n s h e a d C i r c l e R e s i d e n c e _ A 2 4 . r vt 54 0 E L I O N S H E A D C I R C L E R E S I D E N C E ST R E E T A D D R E S S CIT Y , S T A T E , Z I P 125044 2025-06-04 CONCEPT DESIGN BUILDING ELEVATIONS A-200 1/8" = 1'-0" SOUTH ELEVATION2 1/8" = 1'-0" NORTH ELEVATION1 1/8" = 1'-0" EAST ELEVATION3 1/8" = 1'-0" WEST ELEVATION4 PROJECT FLAGNOTES 2 1 4 3 NO DATE DESCRIPTION DN UPDN SCALE: 1/8” = 1’-0” RESIDENT AMENITY TO LIFTHOUSE LIFTHOUSE TRASH CENTRAL LOBBYSTAIR RESIDENT AMENITY PARKING RAMP LIONSHEAD CIRCLE LOFT LEVEL +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) 1ST LEVEL +/-100’-0” (8156’-0”) LEVEL P1 (GRADE) +/-90’-5” (8146’-5”) MAX HEIGHT +/-82’-6” RIDGE HEIGHT +/-178’-6” (8234’-6”) ARCHITECTURAL ELEVATIONS | SOUTH S-01 S-01MTL-01 S-01 R-01 WD-01 S-02 WD-01 (TRIM)S-01 MAS-01 PR O P E R T Y LI N E PR O P E R T Y LI N E SE T B A C K SE T B A C K 10’-0”10’-0” WD-01 (TRIM) S-01 MAS-01 WD-02MTL-01 MP-01 WD-01 (TRIM) WD-01 R-01 WD-01 (TRIM) 279’-10” ROOF DECK +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) 1ST LEVEL +/-100’-0” (8156’-0”) LEVEL P1 (GRADE) +/-90’-5” (8146’-5”) RIDGE HEIGHT +/-180’-11.25” (8236’-11.25”) 0 4 8 20LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 106 A.202ARCHITECTURAL ELEVATIONS | WEST & EAST LEVEL 1 100'-0" LEVEL 2 110'-7" LEVEL 3121'-2" LEVEL 4 131'-9" LEVEL 5 142'-4" 1234567 GRADE 90'-5" LEVEL 1100'-0" LEVEL 2110'-7" LEVEL 3121'-2" LEVEL 4 131'-9" LEVEL 5 142'-4" 1234567 GRADE 90'-5" 8 LEVEL 1100'-0" LEVEL 2110'-7" LEVEL 3121'-2" LEVEL 4 131'-9" LEVEL 5 142'-4" ABCDE GRADE 90'-5" LEVEL P1 84'-11" LEVEL P2 77'-5" LEVEL P367'-1" FJE.1 LEVEL 1 100'-0" LEVEL 2 110'-7" LEVEL 3121'-2"LEVEL 4131'-9"LEVEL 5142'-4"ABCDE GRADE90'-5" FJE.1 1. CONTROL JOINTS AND PANEL JOINTS TO ALIGN WITH OPENINGS AND PANEL JOINTS U.N.O.2. INTAKE / EXHAUST VENTS TO BE ALIGNED WITH WINDOW OPENINGS AND PANEL JOINTS U.N.O. MAINTAIN 3'-0" MIN FROM OPERABLE OPENINGS.3. REFER TO WALL SECTIONS AND PLANS FOR WALL TYPES.4. REFER TO CIVIL PLANS FOR FINISHED GRADE ELEVATIONS.5. COORDINATE LOCATION OF FDC AND KNOX BOX WITH FIRE DEPARTMENT AND ARCHITECT PRIOR TO INSTALL.6. COORDINATE LOCATION OF EXTERIOR LIGHT FIXTURES WITH ARCHITECT.7. REFER TO SHEET A-___ FOR MATERIAL TRANSITIONS8. PAINT ALL EXPOSED MATERIALS NOT FACTORY FINISHED TO MATCH SURROUNDING WALL FINISH MATERIALS.BUILDING ELEVATION NOTES EXTERIOR MATERIALS LEGEND MFR: CERACLAD PRODUCT: FIBER REINFORCED CEMENT PANEL NAME / COLOR: BARNWOOD MEHOGANY WD-01 WOOD-LOOK SIDING WD-02 WOOD-LOOK SIDING MFR: GALLEGOS PRODUCT: LIMESTONE NAME / COLOR: COURTLAND LOW RISE MAS -01 NATURAL STONE MASONRY MFR: TBD PRODUCT: TUSCAN 3-PART SMOOTH FINISH NAME / COLOR: SAND GRAY TO MATCH ARCH SAMPLE S-01 STUCCO MFR: PAC CLAD PETERSON PRODUCT: FLAT PANEL PRECISION SERIES NAME / COLOR: SLATE/CHARCOAL MP-01 METAL PANEL MFR: TBD PRODUCT: TUSCAN 3-PART SMOOTH FINISH NAME / COLOR: DARK BRONZE TO MATCH ARCH SAMPLE S-02 STUCCO MFR: SIERRA PACIFIC PRODUCT: ASPEN 2.0 & DIRECT GLAZE NAME / COLOR: ANODIZED DARK BRONZE WINDOWS ALUMINUM CLAD WOOD MFR: COSTUM STEEL FABRICATION PRODUCT: NAME / COLOR: DARK BRONZE/SLATE/CHARCOAL MTL-01 METAL TRIM, RAILINGS & EXPOSED STRUCTURE MFR: CERACLAD PRODUCT: FIBER REINFORCED CEMENT PANEL NAME / COLOR: BARNWOOD BLACK R-02 INTERLOCKING METAL SHINGLE MFR: GAF PRODUCT: TIMBERLINE HDZ NAME / COLOR: SLATE R-01 FIBERGLASS ASPHALT SHINGLE MFR: BERRIDGE PRODUCT: CLASSIC INTERLOCKING SHINGLE NAME / COLOR: SLATE/CHARCOAL Note: This is a generic Keyplan. Please edit this family and revise per your projects building footprint and delete this note. KEY PLAN A B C DNOT FOR CONSTRUCTIONPROJECT NUMBER: DATE: SHEET NUMBER SHEET TITLE: ISSUED FOR: REVISIONS: 6/ 1 2 / 2 0 2 5 1 : 0 4 : 5 7 P M A u t o d e s k D o c s : / / 1 2 5 0 4 4 . 0 0 5 4 0 E L i o n s h e a d C i r R e s i d e n c e s / 1 2 5 0 4 4 _ 5 4 0 E L i o n s h e a d C i r c l e R e s i d e n c e _ A 2 4 . r vt 54 0 E L I O N S H E A D C I R C L E R E S I D E N C E ST R E E T A D D R E S S CIT Y , S T A T E , Z I P 125044 2025-06-04 CONCEPT DESIGN BUILDING ELEVATIONS A-200 1/8" = 1'-0" SOUTH ELEVATION2 1/8" = 1'-0" NORTH ELEVATION1 1/8" = 1'-0" EAST ELEVATION3 1/8" = 1'-0" WEST ELEVATION4 PROJECT FLAGNOTES 2 1 4 3 NO DATE DESCRIPTION 77’-0” DN UPDN SCALE: 1/8” = 1’-0” DRIVE AISLE AMENITY UNIT PARKING MALL | LIFTHOUSE VANTAGE POINT CONDOS ROOF DECK +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) 1ST LEVEL +/-100’-0” (8156’-0”) LEVEL P1 (GRADE) +/-90’-5” (8146’-5”) RIDGE HEIGHT +/-180’-11.25” (8236’-11.25”) MAX HEIGHT +/-82’-6” DRIVE AISLEHAMMERHEAD UNITS | LOBBY BEYOND ENTRY AMENITY VANTAGE POINT CONDOS TO MALL | VAIL 21 EAST ELEVATION MAS-01 S-01 S-02 WD-01 (TRIM) WEST ELEVATION LOFT LEVEL +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) MAX HEIGHT +/-82’-6” RIDGE HEIGHT +/-178’-6” (8234’-6”) 1ST LEVEL +/-100’-0” (8156’-0”) MALL LEVEL +/-82’-0” (8138’-0”) LEVEL P1 (GRADE) +/-90’-5” (8146’-5”) PR O P E R T Y LI N E PR O P E R T Y LI N E PR O P E R T Y LI N E PR O P E R T Y LI N E SE T B A C K SE T B A C K SE T B A C K SE T B A C K 10’-0” 10’-0”10’-0” 10’-0” MALL LEVEL +/-82’-0” (8138’-0”) S-01 MTL-01 WD-01 MTL-01 R-01 S-02 S-01 MAS-01 R-01 WD-02 WD-01 WD-01 (TRIM) R-02 0 4 8 20LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 107 A.203 1. CONTROL JOINTS AND PANEL JOINTS TO ALIGN WITH OPENINGS AND PANEL JOINTS U.N.O. 2. INTAKE / EXHAUST VENTS TO BE ALIGNED WITH WINDOW OPENINGS AND PANEL JOINTS U.N.O. MAINTAIN 3'-0" MIN FROM OPERABLE OPENINGS. 3. REFER TO WALL SECTIONS AND PLANS FOR WALL TYPES. 4. REFER TO CIVIL PLANS FOR FINISHED GRADE ELEVATIONS. 5. COORDINATE LOCATION OF FDC AND KNOX BOX WITH FIRE DEPARTMENT AND ARCHITECT PRIOR TO INSTALL. 6. COORDINATE LOCATION OF EXTERIOR LIGHT FIXTURES WITH ARCHITECT. 7. REFER TO SHEET A-___ FOR MATERIAL TRANSITIONS 8. PAINT ALL EXPOSED MATERIALS NOT FACTORY FINISHED TO MATCH SURROUNDING WALL FINISH MATERIALS. BUILDING ELEVATION NOTES EXTERIOR MATERIALS LEGEND MFR: CERACLAD PRODUCT: FIBER REINFORCED CEMENT PANEL NAME / COLOR: BARNWOOD MEHOGANY WD-01 WOOD-LOOK SIDING WD-02 WOOD-LOOK SIDING MFR: GALLEGOS PRODUCT: LIMESTONE NAME / COLOR: COURTLAND LOW RISE MAS -01 NATURAL STONE MASONRY MFR: TBD PRODUCT: TUSCAN 3-PART SMOOTH FINISH NAME / COLOR: SAND GRAY TO MATCH ARCH SAMPLE S-01 STUCCO MFR: PAC CLAD PETERSON PRODUCT: FLAT PANEL PRECISION SERIES NAME / COLOR: SLATE/CHARCOAL MP-01 METAL PANEL MFR: TBD PRODUCT: TUSCAN 3-PART SMOOTH FINISH NAME / COLOR: DARK BRONZE TO MATCH ARCH SAMPLE S-02 STUCCO MFR: SIERRA PACIFIC PRODUCT: ASPEN 2.0 & DIRECT GLAZE NAME / COLOR: ANODIZED DARK BRONZE WINDOWS ALUMINUM CLAD WOOD MFR: COSTUM STEEL FABRICATION PRODUCT: NAME / COLOR: DARK BRONZE/SLATE/CHARCOAL MTL-01 METAL TRIM, RAILINGS & EXPOSED STRUCTURE MFR: CERACLAD PRODUCT: FIBER REINFORCED CEMENT PANEL NAME / COLOR: BARNWOOD BLACK R-02 INTERLOCKING METAL SHINGLE MFR: GAF PRODUCT: TIMBERLINE HDZ NAME / COLOR: SLATE R-01 FIBERGLASS ASPHALT SHINGLE MFR: BERRIDGE PRODUCT: CLASSIC INTERLOCKING SHINGLE NAME / COLOR: SLATE/CHARCOALNOT FOR CONSTRUCTIONON S H E A D C I R C L E R E S I D E N C E ES S ZIP PROJECT FLAGNOTES DN UPDN SCALE: 1/8” = 1’-0” RESIDENT AMENITYRESIDENT AMENITY STAIRELEVATOR STAIRSTAIRELEVATORSRESIDENT AMENITY TO LIFTHOUSE | PARKLIONSHEAD CIRCLE ARCHITECTURAL ELEVATIONS | NORTH LOFT LEVEL +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) 1ST LEVEL +/-100’-0” (8156’-0”) LEVEL P1 (GRADE) +/-90’-5” (8146’-5”) RIDGE HEIGHT +/-178’-6” (8234’-6”) MAX HEIGHT +/-82’-6” ROOF DECK +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) 1ST LEVEL +/-100’-0” (8156’-0”) LEVEL P1 (GRADE) +/-90’-5” (8146’-5”) RIDGE HEIGHT +/-180’-11.25” (8236’11.25”) PR O P E R T Y LI N E PR O P E R T Y LI N E SE T B A C K SE T B A C K 10’-0”10’-0” S-02 WD-01 MTL-01 R-01 R-01S-02 S-02 WD-01 (TRIM)MAS-01 S-01WD-02 MTL-01 WD-01 MAS-01 RESIDENT AMENITY S-01 WD-01 (TRIM) MTL-01 STAIR ROOF TOP MECH EQUIP 279’-10” 0 4 8 20LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 108 ARCHITECTURAL ELEVATIONS | BUILDING PERSPECTIVE - SOUTHEAST LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.204 109 ARCHITECTURAL ELEVATIONS | BUILDING PERSPECTIVE - NORTHEAST LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.205 110 ARCHITECTURAL ELEVATIONS | BUILDING PERSPECTIVE - SOUTHWEST STAIR LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.206 111 ARCHITECTURAL ELEVATIONS | BUILDING PERSPECTIVE - LOBBY LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.207 112 CONCEPTUAL BUILDING MASSING | DIAGRAMS THE “VALLEY EROSION” OUTDOOR CONNECTION TWO TOWERS BASE | MIDDLE | TOP A HIDDEN GEM IS UNMASKED DUE TO EROSION; CREATING A DISTINCT GAP, FORMING THE “VALLEY” OPPORTUNITIES TO CONNECT TO THE VIEWS WHILE CREATING DIVERSITY IN BUILDING HEIGHT. CONNECTION TO MALL PLAZA ESTABLISH TWO MASSES WHICH DIFFER JUST ENOUGH TO BE COUSINS THROUGH MATERIALS & ELEMENTS; 1/3’S TO 2/3’S PROPORTION GIVES VISUAL INTEREST PROVIDE A STRONG BASE; CREATE MOVEMENT AND INTEREST IN THE MIDDLE; IDENTIFY THE TOP ‘LANDMARK’ BUILDING ELEMENTS (CHIMNEYS, TOWERS, UNIQUE ARCHITECTURAL FORMS) LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.208 113 ARCHITECTURAL ELEVATIONS | DESIGN GUIDELINES - FACADE | BUILDING MATERIALS 8-20 8.4.2.4 Exterior Walls GeneralExterior walls within Lionshead shall be designed with clear definition of base, middle, and top. This organizing principle will weave the separate pieces of the community into a consistent fabric. The tripartite strategy of base, middle, and top will establish key datums, or special horizontal layers, within the community which reinforce the form, massing and height guidelines described earlier. To this end, the three-part definition of buildings shall relate directly to organizing principles such as existing datums, architectural elements such as storefront colonnades and awnings (where applicable), and massing strategies such as building setbacks and maximum heights. This strategy can relate to form and massing principles through the development of street-level setbacks defining the bases of buildings where appropriate, and minor setbacks relating to the middles and tops of buildings. The bases of buildings should be visually dynamic to heighten the pedestrian experience. In addition, their interface with the topography of the site is crucial, as they act as the transition zones between man-made structures and natural grade. Visual dynamics at street level are most effectively accomplished through the introduction of secondary forms, materials, colors and detailing. MI D D L E MI D D L E MI D D L E MI D D L E MI D D L E TO P TO P TO P TO P TO P BA S E BA S E BA S E BA S E BA S E PROPOSED MATERIAL PALETTE ROOF LARGER GLAZING STUCCO ROOF LARGER GLAZING STUCCO ROOF LARGER GLAZING STUCCO ROOF LARGER GLAZING STUCCO ROOF LARGER GLAZING DARKER STUCCO PUNCHED OPENINGS SMALLER GLAZING WOOD LIKE MATERIAL QUIET PUNCHED OPENINGS SMALLER GLAZING WOOD LIKE MATERIAL QUIET PUNCHED OPENINGS SMALLER GLAZING WOOD LIKE MATERIAL QUIET PUNCHED OPENINGS SMALLER GLAZING WOOD LIKE MATERIAL QUIET PUNCHED OPENINGS SMALLER GLAZING WOOD LIKE MATERIAL STUCCO QUIET STONE MATERIAL STONE MATERIAL STONE MATERIAL STONE MATERIAL STONE MATERIAL Exterior walls within Lionshead shall be designed with clear definition of base, middle, and top The bases of buildings should be visually dynamic to heighten the pedestrian experience. The middles of buildings within Lionshead shall read as “quiet” masses when compared to building bases and roofs, and should act as a unifying background throughout the community The tops of buildings shall be capped with well-proportioned, pitched roofs, acting as the uppermost unifying image within the architectural fabric of Lionshead. As mentioned earlier, building materials should be carefully selected to recall the heritage of our alpine antecedents, yet look forward to the vision of Lionshead as a modern resort community LIONSHEAD REDEVELOPMENT MASTER PLAN 8.4.2.4 EXTERIOR WALLS GENERAL 8.4.2.4 EXTERIOR WALLS MATERIALS (GENERAL) BASE | MIDDLE | TOP CONCEPTUAL INTERPRETATION OF COLOR PALETTE DERIVED FROM NATURAL MATERIALS (B). The exterior use of wood, wood siding, native stone, brick, concrete, stucco and EIFS may be permitted (D). Colors. Exterior wall colors should be compatible with the site and surrounding buildings. Natural colors (earth tones found within the Vail area) should be utilized (5). Combustible siding, as defined in the town’s adopted Building Code, may be used as long as it does not cover more than 33% of a given wall Chapter 10: Design Review Standards and Guidelines 14-10-5 BUILDING MATERIALS AND DESIGN PERMITTED MATERIALS Wood Like Siding (Up To 46’); Stone (Base) Stucco (Above 46’) Metal Roof | Accent Wood, Wood Siding, Native Stone, Brick, Concrete, Stucco And Eifs ZONING PROJECT PERMITTED COLORS Wood Tones Light | Dark Tans Natural Stone Natural Colors ZONING PROJECT FINISHED GRADE +/-90’-5” (8146’-5”) 1ST LEVEL +/-100’-0” (8156’-0”)1ST LEVEL +/-100’-0” (8156’-0”) 1ST LEVEL +/-100’-0” (8156’-0”) 1ST LEVEL +/-100’-0” (8156’-0”) LEVEL P1 (GRADE) +/-90’-5” (8146’-5”)EAST ELEVATION WEST ELEVATION NORTH ELEVATION ASPHALT SHINGLE ROOF METAL SHINGLE ROOF - ACCENT GLAZING - TOP LEVEL GLAZING - PUNCHED METAL PANEL | ACCENT LIMESTONE - BASE CERA CLAD SIDING - HORIZONTAL CERA CLAD SIDING - VERTICAL STUCCO - LIGHT STUCCO - DARK SOUTH ELEVATION SCALE: N.T.S. LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.209 114 ARCHITECTURAL ELEVATIONS | DESIGN GUIDELINES - WALL SURFACE CRITERIA Notwithstanding the previous height and setback requirements, there shall be no vertical wall face greater than 35’ on a building without a secondary horizontal step in the building face (the horizontal step may be a cantilever or a setback). This requirement is intended to prevent large, unbroken planes in the middles of building faces, to further mitigate the visual impact of building height, and to provide for higher quality and more interesting articulation of structures. While many instances will necessitate a distance of at least 24” for this movement, it shall be incumbent upon the developer to demonstrate that the intent of this requirement has been met. LIONSHEAD REDEVELOPMENT MASTER PLAN 8.4.2.3 BUILDING HEIGHT WALL SURFACE CRITERIA Rhythm and order should be introduced to guide the traveler through the streetscape, and offer an enhanced sense of movement through Lionshead. To reinforce this intent, street-level walls shall not span more than 30 feet horizontally without significantly varying at least 2 of the following 5 characteristics: • Massing or Height • Material, Fenestration, or Color When massing or height are varied, buildings with street-level walls may vary material, fenestration, or color to meet the 30-foot span requirement; however, if massing or height are not varied within 30 feet, material, fenestration, and color must be varied. LIONSHEAD REDEVELOPMENT MASTER PLAN 8.4.2.4 EXTERIOR WALLS GENERAL HORIZONTAL MOVEMENT VERTICAL MOVEMENT SCALE: N.T.S. LEVEL P1 (GRADE) +/-90’-5” (8146’-5”) FINISHED GRADE +/-83’-0” (8139’-0”) SOUTH ELEVATION EAST ELEVATION WEST ELEVATION NORTH ELEVATION +/-20’-0” +/ - 3 1 ’ - 9 ” +/-19-2”+/-16’-0”+/-26’-0”+/-16’-0”+/-24-0”+/-22’-11”+/-15’-0”+/-14’-5”+/-14’-65”+/-18’-8”+/-30’-0” MOVEMENT ACROSS FACADE (+/- 269’-9”) MO V E M E N T U P F A C A D E +/-15’-2”+/-18-0” LOFT LEVEL +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) 1ST LEVEL +/-100’-0” (8156’-0”) LEVEL P1 (GRADE) +/-90’-5” (8146’-5”) +/ - 2 2 ’ - 3 ” +/ - 10 ’ - 7 ” +/ - 9’ - 7 ” +/ - 3 1 ’ - 9 ” +/ - 2 2 ’ - 3 ” +/ - 10 ’ - 7 ” +/ - 9’ - 7 ” LOFT LEVEL +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) 1ST LEVEL +/-100’-0” (8156’-0”) LOFT LEVEL +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) 1ST LEVEL +/-100’-0” (8156’-0”) LOFT LEVEL +/-164’-7” (8220’-7”) 2ND LEVEL +/-110’-7” (8166’-7”) 3RD LEVEL +/-121’-2” (8177’-2”) 4TH LEVEL +/-131’-9” (8187’-9”) 5TH LEVEL +/-142’-4” (8198’-4”) 6TH LEVEL +/-152’-11” (8208’-11”) 1ST LEVEL +/-100’-0” (8156’-0”) MO V E M E N T U P F A C A D E +/ - 3 1 ’ - 9 ” +/ - 2 2 ’ - 3 ” +/ - 2 1 ’ - 2 ” +/ - 10 ’ - 7 ” +/ - 2 1 ’ - 2 ” MO V E M E N T U P F A C A D E +/ - 2 2 ’ - 3 ” +/ - 2 1 ’ - 2 ” +/ - 3 1 ’ - 9 ” +/ - 2 1 ’ - 2 ” +/ - 3 1 ’ - 9 ” +/ - 10 ’ - 7 ” MO V E M E N T U P F A C A D E +/ - 3 1 ’ - 9 ” +/ - 2 2 ’ - 3 ” +/ - 2 1 ’ - 2 ” +/ - 10 ’ - 7 ” +/ - 2 1 ’ - 2 ” +/ - 3 1 ’ - 9 ” +/ - 10 ’ - 7 ” +/ - 2 2 ’ - 3 ” +/ - 2 2 ’ - 3 ” +/ - 2 1 ’ - 2 ” +/ - 2 1 ’ - 2 ” +/- 5’ +/- 9-2”+/-16’-0”+/-15’-5”+/-22’-10”+/-25’-0” +/- 9’-10”+/-20’-0”+/-20’-5” +/- 9’-3” MOVEMENT ACROSS FACADE (+/- 269’-9”) +/- 8’-0”+/-19’-5”+/- 24-0” +/- 24-0”+/-14-2” +/- 8’-0”+/-19’-11”+/-19’-10” +/- 9’-0” +/- 9’-11” MOVEMENT ACROSS FACADE (+/- 71’-3”) +/-19’-6”+/-28’-2”+/-23’7” MOVEMENT ACROSS FACADE (+/- 76’-3”) +/-18’-4”+/-30’-0”+/-27’-11” +/ - 2 ’ - 0 ” ST E P B A C K +/ - 7 ’ - 0 ” ST E P B A C K +/ - 7 ’ - 0 ” ST E P B A C K +/ - 7 ’ - 0 ” ST E P B A C K +/ - 2 6 ’ - 1 0 ” ST E P B A C K +/ - 2 6 ’ - 1 0 ” ST E P B A C K +/ - 7 ’ - 0 ” ST E P B A C K +/ - 9 ’ - 0 ” S T E P B A C K +/ - 9 ’ - 0 ” S T E P B A C K +/ - 7 ’ - 0 ” S T E P B A C K +/ - 5 ’ - 0 ” S T E P B A C K +/ - 5 ’ - 0 ” ST E P B A C K +/ - 5 ’ - 0 ” ST E P B A C K +/ - 6 ’ - 0 ” S T E P B A C K +/ - 6 ’ - 0 ” S T E P B A C K +/ - 1 ’ - 0 ” S T E P B A C K +/ - 1 ’ - 0 ” S T E P B A C K +/ - 3 ’ - 4 ” S T E P B A C K +/ - 3 ’ - 4 ” S T E P B A C K +/ - 2 ’ - 0 ” S T E P B A C K +/ - 2 ’ - 0 ” S T E P B A C K +/ - 1 ’ - 0 ” S T E P B A C K +/ - 1 ’ - 0 ” S T E P B A C K +/ - 3 ’ - 0 ” S T E P B A C K +/ - 3 ’ - 0 ” S T E P B A C K +/ - 1 ’ - 0 ” S T E P B A C K +/ - 1 ’ - 0 ” S T E P B A C K +/ - 2 ’ - 0 ” S T E P B A C K +/ - 2 ’ - 0 ” S T E P B A C K +/ - 1 7 ’ - 1 0 ” S T E P B A C K +/-56’-7” STEPBACK +/-7’-4” STEPBACK +/-4’-8” STEPBACK +/-7’-4” STEPBACK +/-4’-8” STEPBACK +/-20’-10” STEPBACK +/-4’-10” STEPBACK +/-2’-6” STEP BACK +/-19’-5” STEPBACK +/-4’-10” STEPBACK +/-19’-5” STEPBACK +/- 4’-10” STEP BACK +/- 4’-10” STEP BACK +/-12’-0” STEPBACK +/-4’-10” STEPBACK LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.210 115 1:20 ARCHITECTURAL ELEVATIONS | ZONING - BUILDING HEIGHT 8-17 Additional Requirements/Exceptions All buildings, regardless of permitted building heights and massing principles, shall conform to all established Public View Corridors (see Lionshead Redevelopment Master Plan). Special “landmark” building elements, such as chimneys, towers, or other unique architectural forms, may exceed the Absolute Maximum Height, subject to approval by the reviewing board. This provision is intended to provide for architectural creativity and quality of building form, and shall not be used as a means or circumventing the intent of the building height limitations. In addition, regardless of final building height, buildings shall avoid monotonous, unbroken ridge lines, and shall provide visual interest through the use varied peak heights, roof forms, gables, and other appropriate architectural techniques. (Res 8, Series of 2003) Figure 8-15a – Building Perspectiv 8155’ 8155’ 8157’ 8156’ 8152’ 8152’ 8153’ 8153’ 8154’ 8154’ 8156’ 8157’ 8146’ Interpolated Grade Exhibit 11.29.16 8146’ 8147’ 8147’ 8148’ 8148’ 8149’ 8149’ 8150’ 8150’ 8151’ 8151’ HEIGHT 82’-6” MAX 79’-9” MAX 71’-0” AVG 70’-6” AVG ZONING PROJECT SOUTH ELEVATION ROOF AERIAL HEIGHT CALCULATIONS *CALCULATION BASED ON MOST RESTRICTIVE GRADE: INTERPOLATED OR FINISH GRADE POINT HEIGHT (ft) AVG HEIGHT *ABOVE ORIGINAL GRADE (ft) RIDGE LENGTH (ft) HEIGHT x LENGTH (ft) 77.1 69.3 69.3 69.3 69.3 77.05 77.05 77.05 81.05 80.95 76.95 76.95 76.95 69.4 69.4 69.4 69 72.6 72.6 72.7 72.7 75.2 75.2 72.7 72.7 72.7 79.6 73.5 15.85 10.75 56 53 81.9 75 75 78.3 78.3 78.3 TOTAL (ft)649.85 45,793 AVG RIDGE HEIGHT (ft) D-E 73.175 15 1,098 A-C 73.2 66.75 4,886 C-D 69.3 29.3 2,030 E-F 77.05 6 462 M-N 70.8 58.25 4,124 G-H 81 52 4,212 I-J 76.95 10 769 N-O 72.65 51.1 3,712 J-K 73.175 15 1,098 K-L 69.4 16 1,110 Q-B 72.7 53 3,853 R-S 76.55 45.6 3,491 O-P 73.95 5.5 407 P-Q 73.95 5.5 407 AA-BB 78.45 41 3,216 T-U 13.3 32 426 V-W 54.5 45 2,453 EE-FF GG-HH BB-CC 76.65 8.6 659 DD-EE 78.3 94.25 7,380 70.47 HH-II JJ-KK POINT HEIGHT (ft) AVG HEIGHT *ABOVE ORIGINAL GRADE (ft) RIDGE LENGTH (ft) HEIGHT x LENGTH (ft) 77.1 69.3 69.3 69.3 69.3 77.05 77.05 77.05 81.05 80.95 76.95 76.95 76.95 69.4 69.4 69.4 69 72.6 72.6 72.7 72.7 75.2 75.2 72.7 72.7 72.7 79.6 73.5 15.85 10.75 56 53 81.9 75 75 78.3 78.3 78.3 TOTAL (ft)649.85 45,793 AVG RIDGE HEIGHT (ft) D-E 73.175 15 1,098 A-C 73.2 66.75 4,886 C-D 69.3 29.3 2,030 E-F 77.05 6 462 M-N 70.8 58.25 4,124 G-H 81 52 4,212 I-J 76.95 10 769 N-O 72.65 51.1 3,712 J-K 73.175 15 1,098 K-L 69.4 16 1,110 Q-B 72.7 53 3,853 R-S 76.55 45.6 3,491 O-P 73.95 5.5 407 P-Q 73.95 5.5 407 AA-BB 78.45 41 3,216 T-U 13.3 32 426 V-W 54.5 45 2,453 EE-FF GG-HH BB-CC 76.65 8.6 659 DD-EE 78.3 94.25 7,380 70.47 HH-II JJ-KK 76.95 69.4 69.4 69.4 69 72.6 72.6 72.7 72.7 75.2 75.2 72.7 72.7 72.7 79.6 73.5 15.85 10.75 56 53 81.9 75 75 78.3 78.3 78.3 TOTAL (ft)649.85 45,793 AVG RIDGE HEIGHT (ft) M-N 70.8 58.25 4,124 N-O 72.65 51.1 3,712 J-K 73.175 15 1,098 K-L 69.4 16 1,110 Q-B 72.7 53 3,853 R-S 76.55 45.6 3,491 O-P 73.95 5.5 407 P-Q 73.95 5.5 407 AA-BB 78.45 41 3,216 T-U 13.3 32 426 V-W 54.5 45 2,453 EE-FF GG-HH BB-CC 76.65 8.6 659 DD-EE 78.3 94.25 7,380 70.47 HH-II JJ-KK MAX HEIGHT +/-82’-6” A B C D E H I (LOW) J K L M PQ R S AA BB CC DD N EE T U (LOW)V W O F (LOW) G SECONDARY ROOF SECONDARY ROOF SECONDARY ROOF SECONDARY ROOF SECONDARY ROOF SECONDARY ROOF SECONDARY ROOF PRIMARY ROOF PRIMARY ROOF SECONDARY ROOF CHIMNEY CHIMNEY PRIMARY ROOF PRIMARY ROOFPRIMARY ROOF PRIMARY ROOF PRIMARY ROOF PRIMARY ROOF RIDGE LINES FLAT ROOF FLAT ROOF BALCONY BALCONY BALCONY ROOF PLAN 8155.6’ 8155.7’ 8155.7’ 8152.3’ 8152.3’ PROPOSED 1ST LEVEL: 8,156’ PROPOSED P1 LEVEL: 8,146’-7” 8146.6’ 8146.6’ (PROPOSED GRADE; MOST RESTRICTIVE) (PROPOSED GRADE; MOST RESTRICTIVE) (PROPOSED GRADE; MOST RESTRICTIVE)8150.0’ 8154.7’8154.7’ 8155.6’ 8154.8’8154.8’ 8154.0’ 8152.3’ 8152.3’ 8152.3’ 8146.6’ 8153.5’ 8154’ 8156’ 8154’ 8154’ 8152.4 8153’ 8156’ INTERPOLATED GRADES Figure 8-15c – Schematic Building Sections LIONSHEAD REDEVELOPMENT MASTER PLAN Towers, spires, cupolas, chimneys, flagpoles and similar architectural features not usable as habitable floor area may extend above the height limit a distance of not more than 25% of the height limit nor more than 15 feet. BUILDING HEIGHT. The distance measured vertically from any point on a proposed or existing roof or eave to the existing (natural) or finished grade (whichever is more restrictive) located directly below said point of the roof or eave. Within any building footprint, height shall be measured vertically from any point on a proposed or existing roof to the existing grade directly below said point on a proposed or existing roof. CHAPTER 10: DESIGN REVIEW STANDARDS AND GUIDELINES 14-10-5 BUILDING MATERIALS AND DESIGN CHAPTER 2: DEFINITIONS 14-2-1 DEFINITIONS OF WORDS AND TERMS: ZONING REGULATIONS - HEIGHT ‘LANDMARK’ BUILDING ELEMENTS (CHIMNEYS, TOWERS, UNIQUE ARCHITECTURAL FORMS) SCALE: N.T.S. LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.211 116 ARCHITECTURAL ELEVATIONS | BUILDING MASSING HEIGHT | CONTEXT ROOF FORMS Primary Gable | Hip Other Forms Allowed Primary: Gable Secondary:Flat Roofs for Snow Control & Height (E). Roof forms. The majority of roof forms within the town are gable roofs with a pitch of at least four feet in 12 feet. However, other roof forms are allowed. Consideration of environmental and climatic determinants such as snow shedding, drainage, fire safety and solar exposure should be integral to the roof design. CHAPTER 10: DESIGN REVIEW STANDARDS AND GUIDELINES 14-10-5 BUILDING MATERIALS AND DESIGN ZONING PROJECT Primary roofs are defined as roofs which cover more than 500 SF of roof area, while secondary roofs are those which cover 500 SF of roof area or less 8.4.2.7 ROOFS GENERAL LIONSHEAD RESIDENCE (E) HEIGHT: 70’-10” ELEVATION: 8227’-2” LIFTHOUSE LODGE (E) HEIGHT: 50’ ELEVATION: 8190’ VANTAGE POINT (E) HEIGHT: 72’ ELEVATION: 8233’ WESTWIND (E) HEIGHT: 56’ ELEVATION: 8219’ LANDMARK TOWER (E) HEIGHT: 83’ ELEVATION: 8240’ LIONSHEAD ARCADE (E) HEIGHT: 33’ ELEVATION: 8175’ VAIL 21 (E) HEIGHT: 58’ ELEVATION: 8198’ SURROUNDING CONTEXT: BUILDING HEIGHTS PER LIONSHEAD MASTER PLAN ZONING REGULATIONS - ROOF LIONSHEAD ARCADE 33’-0” WESTWIND 56’-0” VAIL 21 56’-0” VAIL 21 56’-0” VAIL 21 56’-0” LANDMARK TOWER 83’-0”LANDMARK TOWER 83’-0” WESTWIND 56’-0” WESTWIND 56’-0” LIFTHOUSE 50’-0”LIFTHOUSE 50’-0” VANTAGE POINT 72’-0” VANTAGE POINT 72’-0” VANTAGE POINT 72’-0” SE CORNER SW CORNER NW CORNER NE CORNER LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.212 117 ARCHITECTURAL ELEVATIONS | DESIGN GUIDELINES - ROOF EAVE HEIGHTS Building faces that do not meet the special site criteria of the sections above may have a maximum initial eave height of 60’, at which point those faces must step back a minimum of 12’. To the extent possible, all new and redeveloped buildings in Lionshead should avoid “turning their backs” on other buildings or important pedestrian corridors. However, it must be acknowledged that very few buildings have prime frontage on all sides and almost all buildings will have different programmatic requirements and visual characteristics on their different faces. Toward that end, a building’s greatest vertical mass and “back of house” functions should occur on the frontage with the least volume of pedestrian traffic. In addition, components of a building with the greatest vertical mass should be oriented north-south to minimize the blockage of southern views and sunlight. It is critical to note that the 60’ maximum initial eave height does not allow for an unarticulated, flat building face from grade to 60’. The horizontal and vertical maximum unbroken building face requirements, all other guidelines. LIONSHEAD REDEVELOPMENT MASTER PLAN 8.4.2.4 EXTERIOR WALLS GENERAL REMAINING BUILDING FRONTAGE EAVE FINISHED GRADE ‘LANDMARK’ BUILDING ELEMENTS (CHIMNEYS, TOWERS, UNIQUE ARCHITECTURAL FORMS) SCALE: N.T.S. FINISHED GRADE +/-90’-5” (8146’-5”) +/ - 5 8 ’ - 1 0 ” FINISHED GRADE +/-102’-6” (8158’-6”) 1ST LEVEL +/-100’-0” (8156’-0”) +/ - 5 9 ’ - 6 ” +/ - 5 9 ’ - 6 ” FINISHED GRADE +/-102’-0” (8158’-0”) 1ST LEVEL +/-100’-0” (8156’-0”) FINISHED GRADE +/-103’-0” (8159’-0”) +/ - 5 5 ’ - 2 ” +/ - 6 0 ’ - 0 ” FINISHED GRADE +/-102’-0” (8158’-0”) 1ST LEVEL +/-100’-0” (8156’-0”) +/ - 5 5 ’ - 2 ” +/ - 5 7 ’ - 4 ” +/ - 6 0 ’ - 0 ” +/ - 5 4 ’ - 2 ” +/ - 5 8 ’ - 2 ” +/ - 5 5 ’ - 5 ” +/ - 5 9 ’ - 9 ” +/ - 8 1 ’ - 1 ” ( ‘ L A N D M A R K E L E M E N T ’ C H I M N E Y ) +/ - 7 6 ’ - 5 ” ( ‘ L A N D M A R K E L E M E N T ’ C H I M N E Y ) +/ - 5 9 ’ - 5 ” 1ST LEVEL +/-100’-0” (8156’-0”) FINISHED GRADE +/-103’-0” (8159’-0”) +/ - 6 0 ’ - 0 ” +/ - 6 9 ’ - 1 1 ” (A R C H I T E C T U R A L E L E M E N T ) +/ - 1 5 ’ - 8 ” +/ - 6 9 ’ - 1 ” ( ‘ L A N D M A R K E L E M E N T ’ T O W E R ) +/ - 6 8 ’ - 6 ” ( ‘ L A N D M A R K E L E M E N T ’ C H I M N E Y ) +/ - 7 1 ’ - 6 ” ( A R C H I T E C T U R A L E L E M E N T ) +/ - 5 8 ’ - 1 0 ” FINISHED GRADE +/-102’-6” (8158’-6”) SOUTH ELEVATION EAST ELEVATION WEST ELEVATION NORTH ELEVATION 1ST LEVEL +/-100’-0” (8156’-0”) LEVEL P1 (GRADE) +/-90’-5” (8146’-5”) FINISHED GRADE +/-83’-0” (8139’-0”) +/- 11’-0” STEPBACK +/- 30’-0” STEPBACK +/- 24’-0” STEPBACK +/- 8’-6” STEPBACK +/- 8’-6” STEPBACK +/- 12’-7” STEPBACK +/- 12’-7” STEPBACK +/- 10’-10” STEPBACK +/- 7’-8” STEPBACK +/- 7’-6” STEPBACK +/- 19’-10” STEPBACK +/- 19’-10” STEPBACK +/- 12’-0” STEPBACK +/- 4’-6” STEP BACK +/- 4’-6” STEP BACK +/- 4’-6” STEP BACK +/- 4’-6” STEP BACK +/- 2’-0” STEPBACK +/- 4’-9” STEPBACK +/- 47’-7” STEPBACK +/ - 9’ - 6 ” LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.213 118 ARCHITECTURAL ELEVATIONS | STEPBACK DIAGRAMS 1 1 2 2 3 3 4 5 Stepback: +/-4’-10” Stepback: +/-5’-2” Primary Building Projection Primary Building Projection Stepback: +/-9’-5” Stepback: +/-12’-2” Stepback: +/-17’-7” Stepback: +/-35’-3” 1 2 3 4 6 5 7 Stepback: +/-5’-8” Stepback: +/-4’-2” Primary Building Projection Stepback: +/-6’-7” Stepback: +/-12’-0” Stepback: +/-7’-6” Stepback: +/-18’-0” 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 4 4 5 2 3 3 3 2 2 3 3 3 3 4 4 5 4 45 5 6 7 7 7 4 4 4 5 5 5 6 6 6 7 7 7 7 7 9 98 8 8 10 10 11 11 11 12 12Initial Building Face Stepback: +/-4’-0” Stepback: +/-9’-0” Steapback +/-8’-6” Steapback: +/-4’-0” Primary Building Face Stepback: +/-11’-0” Stepback: +/-15’-6” Stepback: +/-23’-0” Stepback: +/-29’-4” Stepback: +/-30’-2” Stepback: +/-48’-8” SOUTH PERSPECTIVE N.T.S. EAST PERSPECTIVE N.T.S. NORTH PERSPECTIVE N.T.S. WEST PERSPECTIVE N.T.S. ‘LANDMARK’ BUILDING ELEMENTS (CHIMNEYS, TOWERS, UNIQUE ARCHITECTURAL FORMS) LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.214 119 ARCHITECTURAL ELEVATIONS | DESIGN GUIDELINES - STEPBACK SECTION | FLOOR PLAN 3/32" = 1'-0" SCALE: 1/8” = 1’-0” SECTION - NORTH | SOUTH (WEST TOWER)P1 LEVEL (GRADE) +/-90’-5” (8146’-7”) GRADE @ MALL +/-84’-5” (8138’-0”) 1ST LEVEL (GRADE) +/-100’-0” (8156’-0”) STAIR CORE P1 LEVEL P2 LEVEL P3 LEVEL 1ST LEVEL 2ND LEVEL VAIL 21 (BEYOND) LIONSHEAD ARCADE STAIR (BEYOND) DRIVE AISLE 3RD LEVEL 4TH LEVEL 5TH LEVEL 6TH LEVEL BALCONY 47’-7”12’-0” FA C E O F B U I L D I N G BU I L D I N G S T E P B A C K SECTION - TYPICAL FLOOR PLAN ARTICULATION EXTERIOR BUILDING WALL BALCONIES +/ - 7’ - 0 ” +/ - 5’ - 0 ” +/ - 2’ - 0 ” +/ - 3’ - 6 ” +/ - 7’ - 0 ” +/ - 3’ - 6 ” +/ - 7’ - 0 ” +/ - 5’ - 0 ” +/ - 26 ’ - 1 1 ” +/ - 26 ’ - 1 1 ” +/ - 7’ - 0 ” +/ - 3’ - 6 ” +/ - 7’ - 0 ” +/ - 3’ - 6 ” +/ - 9’ - 0 ” +/ - 9’ - 0 ” +/- 5’-0” +/- 2’-6” +/- 5’-0” +/- 2’-6” +/ - 2’ - 0 ” +/ - 2’ - 0 ” +/ - 3’ - 0 ” +/ - 3’ - 0 ” +/ - 3’ - 4 ” +/ - 2’ - 0 ” +/ - 1’ - 0 ” +/ - 1’ - 0 ” +/- 5’-0” +/- 6’-0” +/- 6’-0” N LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.215 0 4 8 16 120 VANTAGE POINT CONDOS VANTAGE POINT CONDOS VANTAGE POINT CONDOS VANTAGE POINT CONDOS ARCHITECTURAL ELEVATIONS | SUN/SHADE ANALYSIS - EXISTING SPRING / FALL EQUINOX SPRING / FALL EQUINOX MARCH 21 / SEPTEMBER 23 10:00 AM MARCH 21 / SEPTEMBER 23 2:00 PM WINTER SOLSTICE WINTER SOLSTICE DECEMBER 21 10:00 AM DECEMBER 21 2:00 PM LIFTHOUSE SPRING / FALL EQUINOX MARCH 21 / SEPTEMBER 23 2:00 PM WINTER SOLSTICE DECEMBER 21 2:00 PM VANTAGE POINT CONDOS VANTAGE POINT CONDOS WESTWIND AT VAIL WESTWIND AT VAIL WESTWIND AT VAIL WESTWIND AT VAIL VAIL 21 / LIONSHEAD ARCADE VAIL 21 / LIONSHEAD ARCADE VAIL 21 / LIONSHEAD ARCADE VAIL 21 / LIONSHEAD ARCADE LIFTHOUSE LIFTHOUSE LIFTHOUSE LIFTHOUSE SITE SITE SITE SITE SITE SCALE: N.T.S. LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.216 N 121 VANTAGE POINT CONDOS VANTAGE POINT CONDOS ARCHITECTURAL ELEVATIONS | SUN/SHADE ANALYSIS - PROPOSED SPRING / FALL EQUINOX SPRING / FALL EQUINOX MARCH 21 / SEPTEMBER 23 10:00 AM MARCH 21 / SEPTEMBER 23 2:00 PM WINTER SOLSTICE WINTER SOLSTICE DECEMBER 21 10:00 AM DECEMBER 21 2:00 PM VANTAGE POINT CONDOS VANTAGE POINT CONDOS VANTAGE POINT CONDOS VANTAGE POINT CONDOS WESTWIND AT VAIL WESTWIND AT VAIL WESTWIND AT VAIL WESTWIND AT VAIL VAIL 21 / LIONSHEAD ARCADE VAIL 21 / LIONSHEAD ARCADE VAIL 21 / LIONSHEAD ARCADE VAIL 21 / LIONSHEAD ARCADE LIFTHOUSE LIFTHOUSE LIFTHOUSE LIFTHOUSE SITE SITE SITE SITE SITE SCALE: N.T.S. LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.217 N 122 ARCHITECTURAL ELEVATIONS | VIEW FROM SKI MOUNTAIN ‘LANDMARK’ BUILDING ELEMENTS (CHIMNEYS, TOWERS, UNIQUE ARCHITECTURAL FORMS) LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.218 123 ARCHITECTURAL ELEVATIONS | APPROACH FROM MALL 1 2 3 4 1 2 3 4 LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 A.219 124 C.001CIVIL | EROSION CONTROL PLAN INLET 5E BOULDER PAVER CROSS WALK ROCK WALL LANDSCAPE ROCK WALL LANDSCAPE AREA LANDSCAPING SIGN CONCRETE (TYP) DOUBLE YELLOW LINE WHITE LINE DOUBLE YELLOW LINE WHITE LINE INLET 4N LANDSCAPE AREA CONCRETE CONCRETE CURB CURB INLET 3N ACCESS EASEMENT (BOOK 229, PAGE 481) VAIL 21 (BOOK 229, PAGE 481) PARCEL B, NO. 2 LIONSHEAD ARCADE (BOOK 223, PAGE 602) FOUND MAGNAIL WITH BRASS TAG N84°20'25"E 0.43' FROM CORNER ∆ 1 5 ' S E T B A C K ( R E C E P T I O N N O . 1 1 3 2 6 0 ) 25 ' U T I L I T Y EA S E M E N T (R E C E P T I O N NO . 1 1 3 2 6 0 ) PL A Z A E A S E M E N T (B O O K 3 7 8 , P A G E 9 0 6 ) T R A C T E , B L O C K 1 V A I L / L I O N S H E A D FOUND MAGNAIL S78°58'04"E 0.53' FROM CORNER FOUND MAGNAIL S80°10'23"E 0.52' FROM CORNER FOUND NO. 3 REBAR STORM VAULT INLET 1N VERTICAL PIPE 1 ROOF DRAIN APPROX. DRAIN (WORD OF MOUTH SEE NOTE 4) CONC. WALK WOOD DECK WOOD WALL CONC. WALK EDGE CONCRETE AND BUILDING LINE MANHOLE 0620 ROCK WALL ASPHALT LOWER=ASPHALT UPPER=CONCRETE LANDSCAPE AREA CONC SHED PLAZA EASEMENT (BOOK 378, PAGE 907) STAIRS C1 HANDICAP RAMP INLET 2N FIR S T W E S T W I N D A T VA I L CO N D O M I N I U M (R . N . 1 1 2 0 0 1 ) (FIRST AMENDMENT) THE LIFT HOUSE A CONDOMINIUM (R.N. 508759) VANTAGE POINT CONDOMINIUMS (R.N. 123718) SUPPLEMENT TO VANTAGE POINT CONDOMINIUMS (R.N. 133622) LOT 1 A LOT 2 A TRACT K POOL STAIRS AIR CONDITIONERENCLOSURE STEP OVERHANG BUILDING OUTLINE BUILDING OUTLINE BUILDING OUTLINE RIP-RAP CONC. WALK CONC. PARCEL E FOUND CONCRETE STAKE N88°05'43"E 0.54' FROM CORNER BUILDING LINE DRAIN SPOUT 8148.7' FIRE DEPT. CONNECTOR CONC STEPTRASH ENCLOSURE CONC. WALL FF 8143.9' 8139 8140 8141 8142 8143 8144 8145 81468147 8147 8148 8149 8150 8151 8152 8153 8154 8155 8156 8157 8158 8159 816 0 816 1 816 2 8163816481658166816781688169 8154 8155 8156 8157 8158 8159 8 1 4 7 8 1 4 7 8 1 4 8 8 1 4 9 8152 8153 8154 81 5 5 8 1 5 6 8 1 5 7 81 5 5 81 5 6 81 5 7 81 5 8 81 5 9 8 1 5 4 815 5 8154 8155 8155 8156 APPROX. LIMITS OF WORK (TYP) CONSTRUCTION FENCING AROUND LIMITS OF DISTURBANCE (TYP) RO W - 5 0 ' EA S T L I O N S H E A D C I R LOBBY FFE=8146.50' PROPOSED STRUCTURE FIRST FLOOR FFE=8156.00' 46 47 48 49 5 9 4748495051 52535455 53545556 57 58 4 9 50 51 52 53 54 55 46 4 7 4 8 4 9 50 CWA VTC IP IP CF IP SF IP IP IP IP IPIPIPIPIPIPIPIPIP SCL SCL SCL SCL CF CF CF SCL SCL SCL CF IP ER O S I O N C O N T R O L P L A N CE1.00 SCALE IN FEET 20 20 40 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. LI O N S H E A D C I R C L E R E S I D E N C E S VA I L , C O SHEET NO. 251848.CIV AUG 18, 2025 JRS DAD TJD Boulder ● Fort Collins ● Winter ParkGlenwood Springs ● Denver PRELI M I N A R Y NOT F O R CONST R U C T I O N G: \ 2 5 1 8 4 8 . C I V - L i o n s h e a d C i r c l e R e s i d e n c e s \ D r a w i n g s \ 2 5 1 8 4 8 . C I V - 0 1 - E C P - 0 0 . d w g , 8 / 1 8 / 2 0 2 5 - 3 : 4 2 P M , A J C 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALLCONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS.2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESSOTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURBADJACENT AND/OR RIGHT-OF-WAY PROPERTIES, COORDINATION WITHPROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION.EROSION AND SEDIMENTATION NOTES:EROSION CONTROL LEGEND IP VTC OP ECB SF CF SCL RS RFD CWA INLET 5E BOULDER PAVER CROSS WALK ROCK WALL LANDSCAPE ROCK WALL LANDSCAPE AREA LANDSCAPING SIGN CONCRETE (TYP) DOUBLE YELLOW LINE WHITE LINE DOUBLE YELLOW LINE WHITE LINE INLET 4N LANDSCAPE AREA CONCRETE CONCRETE CURB CURB INLET 3N ACCESS EASEMENT (BOOK 229, PAGE 481) VAIL 21 (BOOK 229, PAGE 481) PARCEL B, NO. 2 LIONSHEAD ARCADE (BOOK 223, PAGE 602) FOUND MAGNAIL WITH BRASS TAG N84°20'25"E 0.43' FROM CORNER ∆ 1 5 ' S E T B A C K ( R E C E P T I O N N O . 1 1 3 2 6 0 ) 25 ' U T I L I T Y EA S E M E N T (R E C E P T I O N NO . 1 1 3 2 6 0 ) PL A Z A E A S E M E N T (B O O K 3 7 8 , P A G E 9 0 6 ) T R A C T E , B L O C K 1 V A I L / L I O N S H E A D FOUND MAGNAIL S78°58'04"E 0.53' FROM CORNER FOUND MAGNAIL S80°10'23"E 0.52' FROM CORNER FOUND NO. 3 REBAR STORM VAULT INLET 1N VERTICAL PIPE 1 ROOF DRAIN APPROX. DRAIN (WORD OF MOUTH SEE NOTE 4) CONC. WALK WOOD DECK WOOD WALL CONC. WALK EDGE CONCRETE AND BUILDING LINE MANHOLE 0620 ROCK WALL ASPHALT LOWER=ASPHALT UPPER=CONCRETE LANDSCAPE AREA CONC SHED PLAZA EASEMENT (BOOK 378, PAGE 907) STAIRS C1 HANDICAP RAMP INLET 2N FIR S T W E S T W I N D A T VA I L CO N D O M I N I U M (R . N . 1 1 2 0 0 1 ) (FIRST AMENDMENT) THE LIFT HOUSE A CONDOMINIUM (R.N. 508759) VANTAGE POINT CONDOMINIUMS (R.N. 123718) SUPPLEMENT TO VANTAGE POINT CONDOMINIUMS (R.N. 133622) LOT 1 ALOT 2 A TRACT K POOL STAIRS AIR CONDITIONERENCLOSURE STEP OVERHANGBUILDING OUTLINE BUILDING OUTLINE BUILDING OUTLINE RIP-RAP CONC. WALK CONC. PARCEL E FOUND CONCRETE STAKE N88°05'43"E 0.54' FROM CORNER BUILDING LINEDRAIN SPOUT 8148.7' FIRE DEPT. CONNECTOR CONC STEPTRASH ENCLOSURE CONC. WALL FF 8143.9' 8139 8140 8141 8142 8143 8144 8145 81468147 8147 8148 8149 8150 8151 8152 8153 8154 8155 8156 8157 8158 8159 8160 816 1 816 2 816 3 816 4 816 5 816 6 8167 8168 8169 8154 8155 8156 8157 8158 8159 8 1 4 7 8 1 4 7 8 1 4 8 8 1 4 9 8152 8153 8154 81 5 5 81 5 6 8 1 5 7 81 5 5 81 5 6 81 5 7 81 5 8 81 5 9 8 1 5 4 815 5 81548155 81558156 APPROX. LIMITS OF WORK (TYP) CONSTRUCTION FENCING AROUND LIMITS OF DISTURBANCE (TYP) RO W - 5 0 ' EA S T L I O N S H E A D C I R LOBBY FFE=8146.50' PROPOSED STRUCTURE FIRST FLOOR FFE=8156.00' 46 47 48 49 5 9 4748495051 52535455 53545556 57 58 4 9 50 51 52 53 54 55 46 4 7 4 8 4 9 50 CWA VTC IP IP CF IP SF IP IP IP IP IPIPIPIPIPIPIPIPIP SCL SCL SCL SCL CF CF CF SCL SCL SCL CF IP ER O S I O N C O N T R O L P L A N CE1.00 SCALE IN FEET 20 20 40 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. LI O N S H E A D C I R C L E R E S I D E N C E S VA I L , C O SHEET NO. 251848.CIV AUG 18, 2025 JRS DAD TJD Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver PRELI M I N A R Y NOT F O R CONST R U C T I O N G: \ 2 5 1 8 4 8 . C I V - L i o n s h e a d C i r c l e R e s i d e n c e s \ D r a w i n g s \ 2 5 1 8 4 8 . C I V - 0 1 - E C P - 0 0 . d w g , 8 / 1 8 / 2 0 2 5 - 3 : 4 2 P M , A J C 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL CONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS. 2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESS OTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURB ADJACENT AND/OR RIGHT-OF-WAY PROPERTIES, COORDINATION WITH PROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION. EROSION AND SEDIMENTATION NOTES: EROSION CONTROL LEGEND IP VTC OP ECB SF CF SCL RS RFD CWA SCALE: 1” = 10’-0” LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 N 0 4 10 20 125 C.002CIVIL | GRADING & DRAINAGE PLAN 8147 8148 8149 8150 8151 8152 8153 8154 8155 8156 8157 8158 8159 8160 816 1 816 2 816 3 816 4 816 5 816 6 8167 8168 8169 8154 8155 8156 8157 8158 8159 8 1 4 7 8 1 4 7 8 1 4 8 8 1 4 9 INLET 5E BOULDER PAVER CROSS WALK ROCK WALL LANDSCAPE ROCK WALL LANDSCAPING CONCRETE (TYP) DOUBLE YELLOW LINE WHITE LINE DOUBLE YELLOW LINE WHITE LINE LANDSCAPE AREA CONCRETE CONCRETE CURB CURB ACCESS EASEMENT (BOOK 229, PAGE 481) VAIL 21 (BOOK 229, PAGE 481) PARCEL B, NO. 2 LIONSHEAD ARCADE (BOOK 223, PAGE 602) FOUND MAGNAIL WITH BRASS TAG N84°20'25"E 0.43' FROM CORNER ∆ 1 5 ' S E T B A C K ( R E C E P T I O N N O . 1 1 3 2 6 0 ) 25 ' U T I L I T Y EA S E M E N T (R E C E P T I O N NO . 1 1 3 2 6 0 ) PL A Z A E A S E M E N T (B O O K 3 7 8 , P A G E 9 0 6 ) T R A C T E , B L O C K 1 V A I L / L I O N S H E A D FOUND MAGNAIL S78°58'04"E 0.53' FROM CORNER FOUND MAGNAIL S80°10'23"E 0.52' FROM CORNER FOUND NO. 3 REBAR STORM VAULT INLET 1N VERTICAL PIPE 1 ROOF DRAIN APPROX. DRAIN (WORD OF MOUTH SEE NOTE 4) CONC. WALK WOOD DECK WOOD WALL CONC. WALK EDGE CONCRETE AND BUILDING LINE MANHOLE 0620 ROCK WALL PLAZA EASEMENT (BOOK 378, PAGE 907) STAIRS C1 HANDICAP RAMP INLET 2N FIR S T W E S T W I N D A T VA I L CO N D O M I N I U M (R . N . 1 1 2 0 0 1 ) (FIRST AMENDMENT) THE LIFT HOUSE A CONDOMINIUM (R.N. 508759) VANTAGE POINT CONDOMINIUMS (R.N. 123718) SUPPLEMENT TO VANTAGE POINT CONDOMINIUMS (R.N. 133622) LOT 1 A LOT 2 A TRACT K POOL STAIRS AIR CONDITIONERENCLOSURE STEP OVERHANG BUILDING OUTLINE BUILDING OUTLINE BUILDING OUTLINE RIP-RAP CONC. WALK CONC. PARCEL E FOUND CONCRETE STAKE N88°05'43"E 0.54' FROM CORNER BUILDING LINE DRAIN SPOUT 8148.7' FIRE DEPT. CONNECTOR CONC STEPTRASH ENCLOSURE CONC. WALL FF 8143.9' RO W - 5 0 ' EA S T L I O N S H E A D C I R LOBBY FFE=8146.50' PROPOSED STRUCTURE FIRST FLOOR FFE=8156.00' 4' WIDE UNHEATED CONC PAN AT DRIVEWAY ENTRANCE PROPERTY LINE (TYP) 50 55 46 4 7 4 8 4 9 50 51 52 53 54 55 56 4 9 52 53 53545556 57 58 15' SETBACK (TYP) 2 6 . 0 0 ' A C C E S S E S M T BUILDING OVERHANG (RE:ARCH, TYP) BUILDING OVERHANG (RE:ARCH, TYP) 46 4 6 47 515253 54 55 5859 25' EXIST UTILITY EASEMENT 59 WATER SERVICE CONNECTION TO STRUCTURE (RE:MEP) CONNECT WATER SERVICE TO EXIST MAIN SANITARY SERVICE CONNECTION TO STRUCTURE (RE:MEP)ROOF DRAIN CONNECTION (RE:ARCH)SITE STAIRS (TYP) 9.6% 9.2% HEATED DRIVE (BY OTHERS) 2 2 . 8 5 ' 5 . 1 7 ' 58.50 TG 58.50 TG 58.50 TG 47.91 TG 47.91 TG 47.91 TG 47.91 TG 59.00 TG 57.99 TG 58.00 TG 58.00 TG 58.00 TG 46.50 BG 55.68 BG 55.73 BG 55.82 BG 55.92 BG 55.89 BG 55.89 BG 55.74 TG54.33 BG 46.27 BG 46.26 BG 46.36 BG 46.43 BG 55.78 BG58.00 TG 54.54 TG51.15 BG 56.08 BG 53.05 TG50.46 BG 55.69 TG53.83 BG 55.81 TG54.40 BG 46.40 BG47.40 TG R=22.5' 46.50 46.50 46.49 CONNECT SANITARY SERVICE TO EXIST MAIN R=21.7' 49.18 50.05 EXIST FIRE HYDRANT APPROX LOCATION OF GAS/ELEC METER (RE: MEP) 46.50 TG 50.00 TOW 40.50 BG 40.50 TG 36.00 BG 38.00 APPROX EG 40.50 TG 38.00 BG 43.0 TG 40.50 BG 46.00 TG 39.41 BG 46.50 BG 50.00 TG 50.00 TG 34.08 BG FFE = 34.08 GR A D I N G & D R A I N A G E P L A N C1.00 SCALE IN FEET 20 20 40 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. LI O N S H E A D C I R C L E R E S I D E N C E S VA I L , C O SHEET NO. 251848.CIV AUG 18, 2025 JRS DAD TJD Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver PRELI M I N A R Y NOT F O R CONST R U C T I O N G: \ 2 5 1 8 4 8 . C I V - L i o n s h e a d C i r c l e R e s i d e n c e s \ D r a w i n g s \ 2 5 1 8 4 8 . C I V - 0 1 - G R P - 0 0 . d w g , 8 / 1 8 / 2 0 2 5 - 3 : 4 3 P M , T J D 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. CONTRACTOR TO POTHOLE EXISTING UTILITIES AT PROPOSED UTILITY CROSSINGS IN ROW PRIOR TO CONSTRUCTION. 3. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. 4. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS. 5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE UNLESS OTHERWISE SPECIFIED. 6. IF WALL IS SHOWN, TG DENOTES THE FINISHED GRADE ADJACENT TO THE HIGH SIDE OF THE WALL. BG DENOTES THE FINISHED GRADE ADJACENT TO THE LOW SIDE OF THE WALL. REFER TO ARCH PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT FINISHED GRADES (EXPOSED WALL, CAP/FOOTER, ETC.) GRADING AND DRAINAGE NOTES: 8147 8148 8149 8150 8151 8152 8153 8154 8155 8156 8157 8158 8159 816 0 816 1 816 2 8163816481658166816781688169 8154 8155 8156 8157 8158 8159 8 1 4 7 8 1 4 7 8 1 4 8 8 1 4 9 INLET 5E BOULDER PAVER CROSS WALK ROCK WALL LANDSCAPE ROCK WALL LANDSCAPING CONCRETE (TYP) DOUBLE YELLOW LINE WHITE LINE DOUBLE YELLOW LINE WHITE LINE LANDSCAPE AREA CONCRETE CONCRETE CURB CURB ACCESS EASEMENT (BOOK 229, PAGE 481) VAIL 21 (BOOK 229, PAGE 481) PARCEL B, NO. 2 LIONSHEAD ARCADE (BOOK 223, PAGE 602) FOUND MAGNAIL WITH BRASS TAG N84°20'25"E 0.43' FROM CORNER ∆ 1 5 ' S E T B A C K ( R E C E P T I O N N O . 1 1 3 2 6 0 ) 25 ' U T I L I T Y EA S E M E N T (R E C E P T I O N NO . 1 1 3 2 6 0 ) PL A Z A E A S E M E N T (B O O K 3 7 8 , P A G E 9 0 6 ) T R A C T E , B L O C K 1 V A I L / L I O N S H E A D FOUND MAGNAIL S78°58'04"E 0.53' FROM CORNER FOUND MAGNAIL S80°10'23"E 0.52' FROM CORNER FOUND NO. 3 REBAR STORM VAULT INLET 1N VERTICAL PIPE 1 ROOF DRAIN APPROX. DRAIN (WORD OF MOUTH SEE NOTE 4) CONC. WALK WOOD DECK WOOD WALL CONC. WALK EDGE CONCRETE AND BUILDING LINE MANHOLE 0620 ROCK WALL PLAZA EASEMENT (BOOK 378, PAGE 907) STAIRS C1 HANDICAP RAMP INLET 2N FIR S T W E S T W I N D A T VA I L CO N D O M I N I U M (R . N . 1 1 2 0 0 1 ) (FIRST AMENDMENT) THE LIFT HOUSE A CONDOMINIUM (R.N. 508759) VANTAGE POINT CONDOMINIUMS (R.N. 123718) SUPPLEMENT TO VANTAGE POINT CONDOMINIUMS (R.N. 133622) LOT 1 A LOT 2 A TRACT K POOL STAIRS AIR CONDITIONERENCLOSURE STEP OVERHANG BUILDING OUTLINE BUILDING OUTLINE BUILDING OUTLINE RIP-RAP CONC. WALK CONC. PARCEL E FOUND CONCRETE STAKE N88°05'43"E 0.54' FROM CORNER BUILDING LINE DRAIN SPOUT 8148.7' FIRE DEPT. CONNECTOR CONC STEPTRASH ENCLOSURE CONC. WALL FF 8143.9' RO W - 5 0 ' EA S T L I O N S H E A D C I R LOBBY FFE=8146.50' PROPOSED STRUCTURE FIRST FLOOR FFE=8156.00' 4' WIDE UNHEATED CONC PAN AT DRIVEWAY ENTRANCE PROPERTY LINE (TYP) 50 55 46 4 7 4 8 4 9 50 51 52 53 54 55 56 4 9 52 53 53545556 57 58 15' SETBACK (TYP) 2 6 . 0 0 ' A C C E S S E S M T BUILDING OVERHANG (RE:ARCH, TYP) BUILDING OVERHANG (RE:ARCH, TYP) 46 4 6 47 515253 54 55 5859 25' EXIST UTILITY EASEMENT 59 WATER SERVICE CONNECTION TO STRUCTURE (RE:MEP) CONNECT WATER SERVICE TO EXIST MAIN SANITARY SERVICE CONNECTION TO STRUCTURE (RE:MEP)ROOF DRAIN CONNECTION (RE:ARCH)SITE STAIRS (TYP) 9.6% 9.2% HEATED DRIVE (BY OTHERS) 2 2 . 8 5 ' 5 . 1 7 ' 58.50 TG 58.50 TG 58.50 TG 47.91 TG 47.91 TG 47.91 TG 47.91 TG 59.00 TG 57.99 TG 58.00 TG 58.00 TG 58.00 TG 46.50 BG 55.68 BG 55.73 BG 55.82 BG 55.92 BG 55.89 BG 55.89 BG 55.74 TG54.33 BG 46.27 BG 46.26 BG 46.36 BG 46.43 BG 55.78 BG58.00 TG 54.54 TG51.15 BG 56.08 BG 53.05 TG50.46 BG 55.69 TG53.83 BG 55.81 TG54.40 BG 46.40 BG47.40 TG R=22.5' 46.50 46.50 46.49 CONNECT SANITARY SERVICE TO EXIST MAIN R=21.7' 49.18 50.05 EXIST FIRE HYDRANT APPROX LOCATION OF GAS/ELEC METER (RE: MEP) 46.50 TG 50.00 TOW 40.50 BG 40.50 TG 36.00 BG 38.00 APPROX EG 40.50 TG 38.00 BG 43.0 TG 40.50 BG 46.00 TG 39.41 BG 46.50 BG 50.00 TG 50.00 TG 34.08 BG FFE = 34.08 GR A D I N G & D R A I N A G E P L A N C1.00 SCALE IN FEET 20 20 40 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. LI O N S H E A D C I R C L E R E S I D E N C E S VA I L , C O SHEET NO. 251848.CIV AUG 18, 2025 JRS DAD TJD Boulder ● Fort Collins ● Winter ParkGlenwood Springs ● Denver PRELI M I N A R Y NOT F O R CONST R U C T I O N G: \ 2 5 1 8 4 8 . C I V - L i o n s h e a d C i r c l e R e s i d e n c e s \ D r a w i n g s \ 2 5 1 8 4 8 . C I V - 0 1 - G R P - 0 0 . d w g , 8 / 1 8 / 2 0 2 5 - 3 : 4 3 P M , T J D 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIESPRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITYLOCATION AND PROTECTION.2. CONTRACTOR TO POTHOLE EXISTING UTILITIES AT PROPOSED UTILITYCROSSINGS IN ROW PRIOR TO CONSTRUCTION.3. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATIONPERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS.4. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TOTHEIR ORIGINAL CONDITIONS.5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE UNLESSOTHERWISE SPECIFIED.6. IF WALL IS SHOWN, TG DENOTES THE FINISHED GRADE ADJACENT TO THEHIGH SIDE OF THE WALL. BG DENOTES THE FINISHED GRADE ADJACENT TOTHE LOW SIDE OF THE WALL. REFER TO ARCH PLANS/DETAILS FOR WALLELEVATIONS BEYOND THE ADJACENT FINISHED GRADES (EXPOSED WALL,CAP/FOOTER, ETC.)GRADING AND DRAINAGE NOTES: SCALE: 1” = 10’-0” LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 N 0 4 10 20 N 0 4 10 20 126 INTRO | PROJECT INFORMATION Development Standard Permitt ed LMU – 1 District Proposed PEC Lot Size Min. 10,000 sf buildable site area Total: 1.043 acres, 45,432 sf Density (dwelling units per acre) Unlimited number of dwelling units per acre Total: 37 du’s/ac Gross Residential Floor Area (GRFA) 250% of Total Site Area Total: 113,581 sf Total: 85,341 sf (188%) Site Coverage 70% of Total Site Area Total: 31,802 sf (70%) Total: 29,698 sf (65.4%) Height and Bulk 71 feet max. average w/ a max. of 82.5 feet 70.5 ft max. average w/ a max. of 79.75’ Setbacks 10’-0” min. 10’-0” Landscaping and Site Development 20% of Total Site Area Total: 9,087 sf min. (20%) Total: 9,630 sf (21%) 8,220 sf Landscape + 1,410 sf Decorative Hardscape Snow Storage Area Requirement 10% of total heated surface parking & access area 0.10 x 10,505 = 1,505 sf (10%) Total: 1,060 sf Parking 1.4 per dwelling unit within Commercial Core area 37 units x 1.4 = 52 spaces Additional Obligations per private agreements Vail 21: 21 spaces Kurt Rhoden: 1 space Lifthouse: 30 spaces Arcade: 14 spaces Sub-Total: 66 spaces Total Spaces Req’d: 118 Total Spaces Provided: 159 OCCUPANCY 1st Floor 2nd Floor 3rd Floor 4th Floor 5th Floor 6th Floor Roof Deck Total Units Unit Mix Unit Area * Total Area Balcony Area100'-0" 110'-7" 121'-2" 131'-9" 142'-4" 152'-11" 164'-7"ONE BEDROOM 0 0%ONE BEDROOM + DEN 5 2 2 9 24% 1,380 12,416 143 1,286 TWO BEDROOM 2 2 5% 1,478 2,955 197 393 TWO BEDROOM + DEN 1 1 2 2 6 16% 2,560 15,361 196 1,178 THREE BEDROOM 1 1 1 1 4 11% 2,326 9,302 349 1,396 THREE BEDROOM + DEN 2 2 2 2 1 9 24% 2,596 23,361 437 3,933 FOUR BEDROOM 1 1 1 1 4 11% 2,587 10,348 324 1,294 FOUR BEDROOM + DEN 1 1 3% 3,808 3,808 1,374 1,374 FIVE BEDROOM 2 2 5% 3,895 7,789 950 1,899 7 7 7 6 6 4 0 37 1 2,306 3459,853 15,423 15,423 15,224 15,224 14,193 0 85,340 12,753 COMMON FACILITIES SUMMARY 5,983 1,434 1,413 1,425 1,424 1,191 785 13,655Amenity4,303 506 4,809Circulation1,680 1,434 1,413 1,425 1,424 1,191 279 8,846BOH/SERVICE FACILITIES SUMMARY 365 344 314 312 346 311 379 2,371Storage0MEP147 168 171 170 170 165 302 1,293Trash218 176 143 142 176 146 77 1,078LEGACY TOWER SUMMARYGROSS FLOOR AREA 16,201 17,201 17,150 16,961 16,994 15,695 1,164 101,366RESIDENTIAL9,853 15,423 15,423 15,224 15,224 14,193 0 85,340COMMON SUMMARY 5,983 1,434 1,413 1,425 1,424 1,191 785 13,655BOH/SERVICE SUMMARY 365 344 314 312 346 311 379 2,37184%OCCUPANCY P3 P2 P1 Total Area TYPE P3 P2 P1 Total67'-1" 77'-5" 90'-5"Stalls 60 61 38 159 PARKING 20,528 24,034 14,102 58,664 Standard 34 42 34 110 SKI RELATED FACILITIES 1,621 1,621 Compact 2 2 COMMON FACILITIES SUMMARY 193 2,518 2,951 5,662 Tandem 26 16 - 42 Amenity 1,451 2,719 4,170 Accessible 2 1 3 Circulation 193 1,067 232 1,492 Van Acc 1 1 2 BOH/SERVICE FACILITIES SUMMARY 2,571 2,229 3,299 8,099Storage1,535 443 430 2,408MEP1,036 1,786 1,752 4,574Trash1,117 1,117GARAGE SUMMARYGROSS FLOOR AREA 23,292 30,402 20,352 74,046PARKING20,528 24,034 14,102 58,664SKI RELATED FACILITIES SUMMARY 0 1,621 0 1,621 COMMON FACILITIES SUMMARY 193 2,518 2,951 5,662 BOH/SERVICE SUMMARY 2,571 2,229 3,299 8,099 WEST TOWER SUMMARY PROPOSED GROSS FLOOR AREA 101,366 RESIDENTIAL 85,340 GARAGE SUMMARY GROSS FLOOR AREA 74,046 TOTAL BUILDING SUMMARY GROSS FLOOR AREA 175,412 RESIDENTIAL 85,340 BUILDING TOTAL Total Balcony AreaTOWER540 E Lionshead Cir Residences, Vail CO | Development Statistics | 2025-07-25GARAGEPARKING COUNTS PROJECT INFORMATION APPLICABLE CODES: 2024 INTERNATIONAL BUILDING CODE (IBC) 2024 INTERNATIONAL FIRE CODE (IFC) 2024 INTERNATIONAL MECHANICAL CODE (IMC) 2024 INTERNATIONAL PLUMBING CODE (IPC) 2024 INTERNATIONAL FUEL AND GAS CODE (IFGC) 2024 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2017 ICC/ANSI A117.1, 2017 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 2023 NATIONAL ELECTRICAL CODE (NEC) WUI CHAPTER 7 LOCAL AMENDMENTS TOWN OF VAIL 2024 CODE ZONING DESIGNATION:LMU-1 FIRE SUPPRESSION:FULLY SPRINKLERED (PER NFPA 13) (IBC 903.3.1.1) USE AND OCCUPANCY CLASSIFICATION PRIMARY OCCUPANCY GROUPS: R-2, S-2, A-2, B, S-2 ACCESSORY OCCUPANCIES (<10%): S-1 NONSEPARATED OCCUPANCIES PER IBC 508.3 BUILDING HEIGHT AND AREA CONSTRUCTION TYPE(S):IB ALLOWABLE HEIGHT:180 FT ACTUAL HEIGHT:90'-11 (FROM FIRE DEPARTMENT ACCESS TO T.O. ROOF) LEVEL P3 -22'-5" LEVEL P2 -12'-4" LEVEL P1 0'-0" FD ACCESS LEVEL 1 9'-7" LEVEL 2 20'-2" LEVEL 3 30'-9" LEVEL 4 41'-4" LEVEL 5 51'-11" LEVEL 6 62'-6" LEVEL 7 74'-2" ALLOWABLE STORIES ABOVE GRADE: 12 ACTUAL STORIES: 7 ABOVE GRADE, 3 BELOW ALLOWABLE AREA:237,000 SF (S-2 OCCUPANCY) ACTUAL AREA:LEVEL P3 23,398 SF LEVEL P2 28,832 SF LEVEL P1 19,576 SF LEVEL 1 16,508 SF LEVEL 2 16,973 SF LEVEL 3 16,982 SF LEVEL 4 16,982 SF LEVEL 5 16,706 SF LEVEL 6 13,776 SF LEVEL 7 5,497 SF (+3,044 SF ROOF DECK) TOTAL 175,231 SF (+3,044 SF ROOF DECK) FIRE RESISTANCE REQUIREMENTS CONSTRUCTION TYPE:TYPE IB PRIMARY STRUCTURAL FRAME: 2 EXTERIOR BEARING WALLS*: 2 INTERIOR BEARING WALLS: 2 INTERIOR NON-BEARING WALLS: 0 FLOOR CONSTRUCTION: 2 ROOF CONSTRUCTION:1 EXTERIOR NON-BEARING WALLS* BASED ON FIRE SEPARATION DISTANCE (FSD) FSD < 5':1** 5' < FSD < 10':1** 10' < FSD < 30':1* FSD > 30':0 *RATED FOR EXPOSURE FROM THE INSIDE **RATED FOR EXPOSURE ON BOTH SIDES IECC CRITERIA (PRESCRIPTIVE COMPLIANCE FOR REFERENCE) EAGLE COUNTY: CLIMATE ZONE 6B ROOFS (INSULATION ENTIRELY ABOVE ROOF DECK) R-30ci WALLS, ABOVE GRADE (METAL BUILDING) R-13 + R-12.5ci WALLS, BELOW GRADE R-15ci SLAB ON GRADE FLOORS (UNHEATED SLABS R-20 (FOR 48" BELOW) + R-5 FULL SLAB VERTICAL FENESTRATION (< 30% OF THE GROSS ABOVE-GRADE WALL AREA) FIXED FENESTRATION 0.34 OPERABLE FENESTRATION 0.36 BUILDING CODE SUMMARY_CONCEPTUAL DESIGN KEY SECTION LIONSHEAD CIRCLE RESIDENCE | VAIL, COLORADO | CONCEPT DESIGN | 2025-08-06 CONCEPTUAL BUILDING CODE & ASSEMBLIES A.001 PROJECT SUMMARY LIONSHEAD REDEVELOPMENT MASTER PLAN SUMMARY ARCHITECTURAL DESIGN GUIDELINES Architectural Design Guidelines (ADG) Building Height §8.4.2.3 Remaining Building Frontage Maximum initial eave height of 60’, at which point those faces must step back a minimum of 12’ Wall Surface Criteria There shall be no vertical wall face greater than 35’ on a building without a secondary horizontal step in the building face Exterior Walls §8.4.2.4 General Exterior walls shall be designed with clear definition of base, middle, and top. Street-level walls shall not span more than 30 feet horizontally without significantly varying at least 2 of the following 5 characteristics: • Massing or Height • Material, Fenestration, or Color Roofs §8.4.2.7 General Primary roofs within Lionshead are to be predominantly gables and hips, with sheds or flat roofs permitted at smaller, secondary roofs Dimensional Guidelines Roofs should be constructed with 30” minimum eave and rake overhangs, with dimensions dependent upon overall building size. Secondary roofs may have overhangs as small as 18”, but should work with the overall scale of the roofscape. Pitch Roof pitches for primary roofs shall be from 6:12 to 12:12, inclusive. Secondary sloped roofs may have pitches ranging from 4:12 to 12:12, and flat roofs may have limited use as secondary forms. PROJECT TEAM OWNER VAIL PROPERTY GROUP, LLC HECTOR ARECHIGA & JAIME RONDA 300 EUCLID AVE, SUITE 105 MIAMI BEACH, FL 33139 OWNER TELEMARK VENTURES SCOTT RYAN 2398 SW 76TH LANE OCALA, FL 34476 ARCHITECT OZ ARCHITECTURE 3003 LARIMER STREET DENVER, CO 80205 PHONE: 303.861.5704 ENTITLEMENT CONSULTANT RUTHER ASSOCIATES LLC P.O. BOX 6516 VAIL, CO 81658 PHONE: 970.376.2675 LANDSCAPE NORRIS DESIGN 409 EAST MAIN STREET FRISCO, CO 80443 PHONE: 970.368.7068 CIVIL JVA, INCORPORATED 817 COLORADO AVENUE GLENWOOD SPRINGS, CO 81601 PHONE: 970.404.3100 LIGHTING DESIGN IMEG 7600 E. ORCHARD ROAD, SUITE 250-S GREENWOOD VILLAGE, CO 80111 PHONE: 303.796.6000 VAIL ZONING CODE SUMMARY Zone District Commercial Core | Lionshead Mixed Use -1 (LMU-1) Setbacks §12-7H-10 Minimum building setback shall be 10’-0” Building Height §12-7H-11 Average building height of 71’-0” with a maximum height of 82’-6” Gross Residential Floor Area §12-7H-13 Up to 250 ft2 of gross residential floor area for each 100 ft2 of buildable site area Site Coverage §12-7H-14 Not to exceed 70% of total site area Landscaping §12-7H-15 At least 20% of total site area Parking §12-10-10 Schedule A: 1.4 Spaces per dwelling unit [Within Commercial Core] have limited use as secondary forms. LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 G.001 127 INTRO | VICINITY MAP & SITE ACCESS LION SQUARE LODGE SKI BEACH EAGLE BAHN GONDOLA GARFINKEL’S VAIL CHOPHOUSE HAAGEN DAZS THE BELLE VAIL BLUE MOOSE PIZZA RIMINI GELATO & CHOCOLATE LIFT HOUSE LODGE VAIL WESTWIND AT VAIL THE LANDMARK RESIDENCES VAIL 21 VANTAGE POINT VAIL CONDOS THE ARRABELLE LIONSHEAD PARKING STRUCTURE PROJECT SITE MONTANEROS IN VAIL LIONSHEAD ARCADE THE MARKET AT VAIL BART & YETI’S ALPINE PIZZA MONTAUK SEAFOOD GRILL LES DELICES DE FRANCE SUNBIRD PARK PLAYGROUND SITE ACCESS - PEDESTRIAN SITE ACCESS - VEHICULAR HOTEL & CONDOS BAR RESTAURANT GROCERY RETAIL PUBLIC TRANSPRTATION PEDESTRIAN CROSSING PARKING SCALE: N.T.S. LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 G.002 N 128 VICINITY MAP ~ NOT TO SCALE ~ DRAFTING BY: RUSK Scaled for 24" x 36" Job No.: 2025059 Sheet: 1 of 5 1309 S. Inca Street Denver, Colorado 80223 303.504.4440 DATE OF FIELDWORK: APRIL & MAY, 2025 FIELDWORK BY: RUSK REV:0 REVIEW BY: SCOTT DATE: 07.13.2025 PARCEL 1: (FEE INTEREST) LOT 1A, CORRECTION PLAT VAIL/LIONSHEAD FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1, ACCORDING TO THE RECORDED PLAT THEREOF RECORDED AUGUST 6, 2020 UNDER RECEPTION NO. 202012791, COUNTY OF EAGLE, STATE OF COLORADO. NOTE FOR INFORMATIONAL PURPOSES: EAGLE COUNTY ASSESSOR'S PARCEL NUMBER R067608 PARCEL 2: (FEE INTEREST) AN UNDIVIDED 1/2 INTEREST IN AND TO TRACT K, CORRECTION PLAT VAIL/LIONSHEAD FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1, ACCORDING TO THE RECORDED PLAT THEREOF RECORDED AUGUST 6, 2020 UNDER RECEPTION NO. 202012791, COUNTY OF EAGLE, STATE OF COLORADO. NOTE FOR INFORMATIONAL PURPOSES: EAGLE COUNTY ASSESSOR'S PARCEL NUMBER R067611 PARCEL 3: (FEE INTEREST) AN UNDIVIDED 73.41% INTEREST IN AND TO TRACT L, CORRECTION PLAT VAIL/LIONSHEAD FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1, ACCORDING TO THE RECORDED PLAT THEREOF RECORDED AUGUST 6, 2020 UNDER RECEPTION NO. 202012791, COUNTY OF EAGLE, STATE OF COLORADO. NOTE FOR INFORMATIONAL PURPOSES: EAGLE COUNTY ASSESSOR'S PARCEL NUMBER R067613 PARCEL 4: (FEE INTEREST) TRACT M, CORRECTION PLAT VAIL/LIONSHEAD FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1, ACCORDING TO THE RECORDED PLAT THEREOF RECORDED AUGUST 6, 2020 UNDER RECEPTION NO. 202012791, COUNTY OF EAGLE, STATE OF COLORADO. NOTE FOR INFORMATIONAL PURPOSES: EAGLE COUNTY ASSESSOR'S PARCEL NUMBER R067607 PARCEL 5: (EASEMENT INTEREST) A NON-EXCLUSIVE EASEMENT FOR PURPOSES OF VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS, AS SET FORTH AND GRANTED IN COMMON DRIVEWAY AGREEMENT RECORDED SEPTEMBER 1, 2022 UNDER RECEPTION NO. 202214453. LEGAL DESCRIPTION PER TITLE COMMITMENT ORDER NO. ABC50072336 SHEDULE B, PART II - EXCEPTIONS - OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ORDER NO. ABC50072336 I-70 LIONSHEAD PARKING GARAGE E. LIONSHEAD CIRCLE GOR E C R E E K GORE CREEK W. LION S H E A D C I R C L E VAIL VALLEY MEDICAL CENTER SUBJECT PROPERTY N 1. ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS BUT THAT COULD BE ASCERTAINED BY AN INSPECTION OF THE LAND OR THAT MAY BE ASSERTED BY PERSONS IN POSSESSION OF THE LAND. (STANDARD EXCEPTION) 2. EASEMENTS, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS. (STANDARD EXCEPTION) 3. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND NOT SHOWN BY THE PUBLIC RECORDS. (STANDARD EXCEPTION) 4. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. (STANDARD EXCEPTION) 5. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE OF THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. (STANDARD EXCEPTION) 6. (A) TAXES OR ASSESSMENTS THAT ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS; (B) PROCEEDINGS BY A PUBLIC AGENCY THAT MAY RESULT IN TAXES OR ASSESSMENTS, OR NOTICES OF SUCH PROCEEDINGS, WHETHER OR NOT SHOWN BY THE RECORDS OF SUCH AGENCY OR BY THE PUBLIC RECORDS. (STANDARD EXCEPTION) 7. (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER. (STANDARD EXCEPTION) 8. EXISTING LEASES AND TENANCIES, IF ANY. (STANDARD EXCEPTION) 9. LACK OF ACCESS TO AND FROM PUBLIC ROAD, HIGHWAY, OR STREET. (AFFECTS PARCEL 3) 10. RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENTS RECORDED MAY 24, 1904 IN BOOK 48 AT PAGE 503.(NO DITCHES OR CANALS WERE OBSERVED DURING THE COURSE OF THIS SURVEY) 11. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED SEPTEMBER 04, 1923, IN BOOK 93 AT PAGE 98. 12. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED SEPTEMBER 04, 1923, IN BOOK 93 AT PAGE 98.(NO DITCHES OR CANALS WERE OBSERVED DURING THE COURSE OF THIS SURVEY) 13. RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT RECORDED MAY 18, 1970, IN BOOK 217 AT PAGE 675 AND AS AMENDED IN INSTRUMENT RECORDED JULY 30, 1970, IN BOOK 218 AT PAGE 334, AND AS AMENDED IN INSTRUMENT RECORDED OCTOBER 15, 1970 IN BOOK 218 AT PAGE 899.(AFFECTS SUBJECT PROPERTIES - NOT SURVEY MATTER) 14. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF VAIL/LIONSHEAD FIRST FILING RECORDED MAY 10, 1970 UNDER RECEPTION NO. 113260. (AFFECTS SUBJECT PROPERTY - NO EASEMENTS PLOTTABLE) 15. WAIVER OF RIGHTS TO PARTITION LAND, AS SET FORTH IN WARRANTY DEED RECORDED FEBRUARY 10, 1972 IN BOOK 223 AT PAGE 134.(AFFECTS SUBJECT PARCEL 2 -TRACT K) 16. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT AGREEMENT RECORDED JUNE 08, 1973 IN BOOK 229 AT PAGE 481. (AFFECTS SUBJECT PARCEL - PLOTTED HEREON) 17. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT RECORDED FEBRUARY 21, 1984 IN BOOK 378 AT PAGE 906. (AFFECTS SUBJECT PARCEL - PLOTTED HEREON) 18. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENTS RECORDED FEBRUARY 21, 1984 IN BOOK 378 AT PAGE 907. (AFFECTS SUBJECT PARCEL - PLOTTED HEREON) 19. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PARKING EASEMENT AGREEMENT RECORDED OCTOBER 28, 2008 UNDER RECEPTION NO. 200823067. 20. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN LEASE DATED AUGUST 1, 2012 BY AND BETWEEN LAZIER LIONSHEAD, LLC, A WYOMING LIMITED LIABILITY COMPANY AND DAVID S. COHEN, AS RECEIVER, APPOINTED PURSUANT TO THAT CERTAIN ORDER FOR APPOINTMENT OF RECEIVER DATED OCTOBER 20, 2010, LANDLORD, AND RESIDENTIAL LIONSHEAD ARCADE BUILDING CONDOMINIUM ASSOCIATION, INC., A COLORADO NON-PROFIT CORPORATION, TENANT, AS MEMORIALIZED BY INSTRUMENT RECORDED SEPTEMBER 05, 2012 UNDER RECEPTION NO. 201217721. (NOT A SURVEY MATTER) NOTE: UPON RECEIPT OF EVIDENCE SATISFACTORY TO LAND TITLE GUARANTEE COMPANY THAT SAID LEASE HAS BEEN TERMINATED, THE FOREGOING EXCEPTION WILL BE DELETED. 21. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF VAIL/LIONSHEAD FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1 RECORDED JUNE 17, 2019 UNDER RECEPTION NO. 201908933 AND AS AMENDED BY RATIFICATION AND CONFIRMATION OF PLAT RECORDED JULY 31, 2019 UNDER RECEPTION NO. 201911996. (AFFECTS SUBJECT PARCEL - PLOTTED HEREON) 22. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF CORRECTION PLAT VAIL/LIONSHEAD FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1 RECORDED AUGUST 06, 2020 UNDER RECEPTION NO. 202012791. (AFFECTS SUBJECT PARCEL - PLOTTED HEREON) 23. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN COMMON DRIVEWAY AGREEMENT RECORDED SEPTEMBER 01, 2022 UNDER RECEPTION NO. 202214453. (AFFECTS SUBJECT PARCEL - PLOTTED HEREON) 24. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN CONSTRUCTION COOPERATION AGREEMENT RECORDED SEPTEMBER 01, 2022 UNDER RECEPTION NO. 202214466. (AFFECTS SUBJECT PARCEL - EASEMENT WILL NOT BE EFFECTIVE UNTIL NEW CONSTRUCTION IS COMPLETED - NOT PLOTTABLE) AMENDMENTS THERETO RECORDED OCTOBER 11, 2022 UNDER RECEPTION NO. 202216321 AND OCTOBER 13, 2022 UNDER RECEPTION NO. 202216438. 25. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN CONSTRUCTION EASEMENT AGREEMENT RECORDED SEPTEMBER 01, 2022 UNDER RECEPTION NO. 202214467.(AFFECTS SUBJECT PARCEL - EASEMENT WILL NOT BE EFFECTIVE UNTIL NEW CONSTRUCTION IS COMPLETED - NOT PLOTTABLE) 26. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN STORM SEWER EASEMENT LINE EXTENSION AGREEMENT RECORDED OCTOBER 11, 2022 UNDER RECEPTION NO. 202216323.(AFFECTS SUBJECT PARCEL - EASEMENT WILL NOT BE EFFECTIVE UNTIL NEW CONSTRUCTION IS COMPLETED - NOT PLOTTABLE) 27. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT AGREEMENT RECORDED OCTOBER 12, 2022 UNDER RECEPTION NO. 202216328. (AFFECTS SUBJECT PARCEL - EASEMENT WILL NOT BE EFFECTIVE UNTIL NEW CONSTRUCTION IS COMPLETED - NOT PLOTTABLE) 28. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN TRENCH, CONDUIT, AND VAULT AGREEMENT RECORDED NOVEMBER 28, 2022 UNDER RECEPTION NO. 202218290. (AFFECTS SUBJECT PARCEL - NOT PLOTTABLE) 29. EASEMENT GRANTED TO HOLY CROSS ENERGY, FOR UNDERGROUND ELECTRIC TRANSMISSION OR DISTRIBUTION LINE, AND INCIDENTAL PURPOSES, BY INSTRUMENT RECORDED NOVEMBER 28, 2022, UNDER RECEPTION NO. 202218291. (AFFECTS SUBJECT PARCEL - PLOTTED HEREON) 30. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN PARKING LICENSE BY AND BETWEEN BATTLE MOUNTAIN, LLC, A MISSOURI LIMITED LIABILITY COMPANY AND RHODEN PROPERTIES LLC RECORDED ______ UNDER RECEPTION NO. ______. (UNKOWN IMPACT ON SUBJECT PROPERTIES - NO DOCUMENTS PROVIDED) SHEDULE B, PART II - EXCEPTIONS - OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ORDER NO. ABC50074228 PARCEL 1: (FEE INTEREST) LOT 2A, CORRECTION PLAT VAIL/LIONSHEAD FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1, ACCORDING TO THE RECORDED PLAT THEREOF RECORDED AUGUST 6, 2020 UNDER RECEPTION NO. 202012791, COUNTY OF EAGLE, STATE OF COLORADO. PARCEL 2: (FEE INTEREST) AN UNDIVIDED 1/2 INTEREST IN AND TO TRACT K, CORRECTION PLAT VAIL/LIONSHEAD FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1, ACCORDING TO THE RECORDED PLAT THEREOF RECORDED AUGUST 6, 2020 UNDER RECEPTION NO. 202012791, COUNTY OF EAGLE, STATE OF COLORADO. PARCEL 3: (FEE INTEREST) AN UNDIVIDED 26.59% INTEREST IN AND TO TRACT L, CORRECTION PLAT VAIL/LIONSHEAD FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1, ACCORDING TO THE RECORDED PLAT THEREOF RECORDED AUGUST 6, 2020 UNDER RECEPTION NO. 202012791, COUNTY OF EAGLE, STATE OF COLORADO. PARCEL 4: (EASEMENT INTEREST) A NON-EXCLUSIVE EASEMENT FOR PURPOSES OF VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS, AS SET FORTH AND GRANTED IN COMMON DRIVEWAY AGREEMENT RECORDED SEPTEMBER 1, 2022 UNDER RECEPTION NO. 202214453. LEGAL DESCRIPTION PER TITLE COMMITMENT ORDER NO. ABC50074228 1. ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS BUT THAT COULD BE ASCERTAINED BY AN INSPECTION OF THE LAND OR THAT MAY BE ASSERTED BY PERSONS IN POSSESSION OF THE LAND. (STANDARD EXCEPTION) 2. EASEMENTS, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS. (STANDARD EXCEPTION) 3. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND NOT SHOWN BY THE PUBLIC RECORDS. (STANDARD EXCEPTION) 4. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. (STANDARD EXCEPTION) 5. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE OF THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. (STANDARD EXCEPTION) 6. (A) TAXES OR ASSESSMENTS THAT ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS; (B) PROCEEDINGS BY A PUBLIC AGENCY THAT MAY RESULT IN TAXES OR ASSESSMENTS, OR NOTICES OF SUCH PROCEEDINGS, WHETHER OR NOT SHOWN BY THE RECORDS OF SUCH AGENCY OR BY THE PUBLIC RECORDS. (STANDARD EXCEPTION) 7. (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER. (STANDARD EXCEPTION) 8. EXISTING LEASES AND TENANCIES, IF ANY. (STANDARD EXCEPTION) 9. RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENTS RECORDED MAY 24, 1904 IN BOOK 48 AT PAGE 503 (NO DITCHES OR CANALS WERE OBSERVED DURING THE COURSE OF THIS SURVEY) 10. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED SEPTEMBER 04, 1923, IN BOOK 93 AT PAGE 98. 11. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED SEPTEMBER 04, 1923, IN BOOK 93 AT PAGE 98.(NO DITCHES OR CANALS WERE OBSERVED DURING THE COURSE OF THIS SURVEY) 12. RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT RECORDED MAY 18, 1970, IN BOOK 217 AT PAGE 675 AND AS AMENDED IN INSTRUMENT RECORDED JULY 30, 1970, IN BOOK 218 AT PAGE 334, AND AS AMENDED IN INSTRUMENT RECORDED OCTOBER 15, 1970 IN BOOK 218 AT PAGE 899. (AFFECTS SUBJECT PROPERTY - NOT A SURVEY MATTER) 13. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF VAIL/LIONSHEAD FIRST FILING RECORDED MAY 10, 1970 UNDER RECEPTION NO. 113260. (AFFECTS SUBJECT PROPERTY - NO EASEMENTS PLOTTABLE) 14. TERMS, CONDITIONS AND PROVISIONS OF EASEMENT AGREEMENT RECORDED JUNE 08, 1973 IN BOOK 229 AT PAGE 481. (AFFECTS SUBJECT PROPERTY - PLOTTED HEREON) 15. WAIVER OF RIGHTS TO PARTITION LAND, AS AS SET FORTH IN WARRANTY DEED RECORDED FEBRUARY 10, 1972 IN BOOK 223 AT PAGE 134. (AFFECTS SUBJECT PARCEL 2) 16. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENTS RECORDED FEBRUARY 21, 1984 IN BOOK 378 AT PAGE 907. (AFFECTS SUBJECT PROPERTY - PLOTTED HEREON) 17. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF VAIL/LIONSHEAD FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1 RECORDED JUNE 17, 2019 UNDER RECEPTION NO. 201908933 AND AS AMENDED BY RATIFICATION AND CONFIRMATION OF PLAT RECORDED JULY 31, 2019 UNDER RECEPTION NO. 201911996. (AFFECTS SUBJECT PROPERTY - NO ADDITIONAL EASEMENTS GRANTED) 18. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF CORRECTION PLAT VAIL/LIONSHEAD FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1 RECORDED AUGUST 6, 2020 UNDER RECEPTION NO. 2020012791. (AFFECTS SUBJECT PROPERTY - NO ADDITIONAL EASEMENTS GRANTED) 19. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN COMMON DRIVEWAY AGREEMENT RECORDED SEPTEMBER 01, 2022 UNDER RECEPTION NO. 202214453. (AFFECTS SUBJECT PROPERTY - PLOTTED HEREON) 20. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN CONSTRUCTION COOPERATION AGREEMENT RECORDED SEPTEMBER 01, 2022 UNDER RECEPTION NO. 202214466. AMENDMENTS THERETO RECORDED OCTOBER 11, 2022 UNDER RECEPTION NO. 202216321 AND OCTOBER 13, 2022 UNDER RECEPTION NO. 202216438. (AFFECTS SUBJECT PARCEL - NOT PLOTTABLE - SUBJECT TO CONSTRUCTION OF SUBJECT SITE) 21. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN BLUE ICE PERMANENT PARKING SPACE EASEMENT RECORDED SEPTEMBER 01, 2022 UNDER RECEPTION NO. 202214468. (AFFECTS SUBJECT PARCEL 1, PLOTTED HEREON - EFFECTIVE WHEN CONSTRUCTION BEGINS) 22. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT AGREEMENT RECORDED OCTOBER 12, 2022 UNDER RECEPTION NO. 202216328.(AFFECTS SUBJECT PARCEL - EASEMENT WILL NOT BE EFFECTIVE UNTIL NEW CONSTRUCTION IS COMPLETED - NOT PLOTTABLE) 23. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN PARKING AND ACCESS EASEMENT AGREEMENT RECORDED FEBRUARY 09, 2023 UNDER RECEPTION NO. 202301699. (AFFECTS SUBJECT PARCEL 1 AND 2, APPROX. LOCATION PLOTTED HEREON) 24. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT AGREEMENT RECORDED OCTOBER 11, 2022 UNDER RECEPTION NO. 202216322. (AFFECTS SUBJECT PARCEL 4, NOT PLOTTABLE) 25. DEED OF TRUST DATED JUNE 17, 2022 FROM DIANE J. LAZIER TO THE PUBLIC TRUSTEE OF EAGLE COUNTY FOR THE USE OF STEPHEN D. TEBO DBA TEBO PROPERTIES TO SECURE THE SUM OF__________________RECORDED JUNE 22, 2022, UNDER RECEPTION NO. 202210992.(UNKNOWN IMPACT ON SUBJECT PROPERTIES - NOT A SURVEY MATTER) ASSIGNMENT AND ASSUMPTION AGREEMENT IN CONNECTION THEREWITH RECORDED _______________, 2024 UNDER RECEPTION NO. _______________________. (UNKNOWN IMPACT ON SUBJECT PROPERTIES - NOT A SURVEY MATTER) 26. THOSE MATTERS DISCLOSED IN SECTIONS 2.4 AND 3.2 OF PURCHASE AGREEMENT DATED _______________, 2024 BY AND BETWEEN LAZIER LIONSHEAD PARCEL L, LLC, LAZIER TRACT K LLC, LAZIER TRACT L, LLC AND LAZIER TRACT M, LLC, AS SELLER, AND SCOTT RYAN, AS PURCHASER. (UNKNOWN IMPACT ON SUBJECT PROPERTIES - NO DOCUMENTS PROVIDED) NOTE: IT IS UNDERSTOOD THAT PARCELS 2 AND 3 HEREIN ARE UNDIVIDED INTERESTS AND THERE IS EXCEPTED FROM THIS POLICY THE RIGHTS, TITLE OR INTERESTS OF THE OTHER TENANTS IN COMMON; AND INSURER SHALL NEVER BE LIABLE TO REPRESENT THE INSURED OR TO PAY THE COURT COSTS IN ANY LITIGATION FOR PARTITION OR FOR ENFORCEMENT OF ANY OTHER RIGHTS, TITLE OR INTERESTS OF SUCH TENANTS IN COMMON. IMPROVEMENT SURVEY PLAT LOCATED IN THE SOUTH HALF OF SECTION 6, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO SHEET 1 OF 5 I, RY PATRICK RUSK, COLORADO PROFESSIONAL LAND SURVEYOR NO. 38226, HEREBY CERTIFY THAT THIS SURVEY WAS PERFORMED UNDER MY RESPONSIBLE CHARGE DURING APRIL AND MAY OF 2025 IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE, AND THAT THIS PLAT IS A CORRECT REPRESENTATION THEREOF TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. THIS CERTIFICATION DOES NOT EXTEND TO ANY UNNAMED PERSONS OR LEGAL ENTITIES WITHOUT WRITTEN RECERTIFICATION EXPRESSLY NAMING SUCH PERSONS OR LEGAL ENTITIES. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. SIGNATURE AND DATE THROUGH SEAL: (REQUIRED BY COLORADO LAW) RY PATRICK RUSK, PLS 1309 S. INCA ST., DENVER, COLORADO 80223 303.504.4440 RRUSK@FORESIGHTWEST.COM (REQUIRED BY COLORADO LAW) SURVEYOR'S CERTIFICATE R: \ P r o j e c t # s \ 2 0 2 5 - J o b s \ 2 0 2 5 0 5 9 - V a i l 2 1 - L i o n s h e a d - I S P \ 2 0 2 5 0 5 9 - C A D \ 2 0 2 5 0 5 9 - L I O N S H E A D C I R C L E - 2 5 0 7 1 3 - I S P . d w g , 7 / 1 3 / 2 0 2 5 5 : 2 6 : 2 5 P M Ry P. Rusk Digitally signed by Ry P. Rusk DN: C=US, E=rrusk@foresightwest.com, O="Foresight West Surveying, Inc.", OU=PLS, CN=Ry P. Rusk Date: 2025.07.13 17:36:19-06'00' INTRO | SURVEY LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 G.004 129 DRAFTING BY: RUSK Scaled for 24" x 36" Job No.: 2025059 Sheet: 2 of 5 1309 S. Inca Street Denver, Colorado 80223 303.504.4440 DATE OF FIELDWORK: APRIL & MAY, 2025 FIELDWORK BY: RUSK REV:0 REVIEW BY: SCOTT DATE: 07.13.2025 1. STATUTE OF LIMITATIONS DISCLOSURE REQUIRED PER 13-80-105, C.R.S.: NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 2. STATEMENT OF LINEAL UNITS REQUIRED PER 38-51-106(1)(L), C.R.S.: LINEAL UNIT OF MEASURE USED IN THIS SURVEY IS U.S. SURVEY FOOT. 3. THE BOUNDARY LINES SHOWN ON THIS SURVEY REPRESENT A PROFESSIONAL OPINION BY THIS SURVEYOR AS TO WHERE THE BOUNDARY LINES HEREBY RETRACED WERE ORIGINALLY LAID OUT ON THE GROUND AND SUBSEQUENTLY ACCEPTED BY THE AFFECTED LAND OWNERS. THE DISCOVERY OF ADDITIONAL EVIDENCE MAY RESULT IN A DIFFERENT OPINION. 4. ALL COPYRIGHTS TO PUBLICATIONS BY FORESIGHT WEST SURVEYING, INC. ARE RESERVED. ADDITIONALLY, ALL FIELD BOOKS, NOTES, SKETCHES AND ELECTRONIC FILES ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE SOLE PROPERTY OF FORESIGHT WEST SURVEYING, INC. IF THIS SURVEY IS DEPOSITED WITH THE COUNTY IN COMPLIANCE WITH 38-51-107, C.R.S., FORESIGHT WEST SURVEYING, INC. ACCEPTS NO LIABILITY FROM PROPRIETARY OR CONFIDENTIAL INFORMATION DISCLOSED TO THE PUBLIC BY THE CONTENTS HEREIN. 5. PRESERVATION OF BOUNDARY MONUMENTATION: ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES: 1) ANY PUBLIC LAND SURVEY MONUMENT (DEFINED BY 38-53-103(18), C.R.S. AS ANY LAND BOUNDARY MONUMENT ESTABLISHED ON THE GROUND BY A CADASTRAL SURVEY OF THE UNITED STATES GOVERNMENT AND ANY MINERAL SURVEY MONUMENT ESTABLISHED BY A UNITED STATES MINERAL SURVEYOR AND MADE A PART OF THE UNITED STATES PUBLIC LAND RECORDS), OR 2) ANY LAND SURVEY CORNER (DEFINED BY 38-53-103(6), C.R.S. AS ANY LAND SURVEY CORNER THE POSITION OF WHICH CONTROLS THE LOCATION OF THE BOUNDARIES OF A TRACT OR PARCEL OF LAND), OR A RESTORATION OF ANY SUCH MONUMENT, EVEN IF SAID PERSON HAS TITLE TO THE LAND ON WHICH SAID MONUMENT IS LOCATED, COMMITS A CLASS 2 MISDEMEANOR PUNISHABLE BY A FINE OF UP TO $1,000 AND/OR 1 YEAR IN JAIL UNLESS, PRIOR TO SUCH REMOVAL, SAID PERSON HAS CAUSED A COLORADO PROFESSIONAL LAND SURVEYOR TO ESTABLISH AT LEAST TWO WITNESS CORNERS OR REFERENCE MARKS FOR EACH SUCH MONUMENT REMOVED AND HAS FILED OR CAUSED TO BE FILED A MONUMENT RECORD PURSUANT TO ARTICLE 53 OF TITLE 38, C.R.S. (18-4-508, C.R.S.) 6. OIL, GAS, COAL, MINERAL, WATER, DITCH, RESERVOIR, GEOTHERMAL, AVIGATION, GRAZING OR OTHER RIGHTS, AS WELL AS DEVELOPMENT, ZONING, LEASE, FIRE DISTRICT OR OTHER RESTRICTIONS, BOTH RECORDED AND UNRECORDED, MAY AFFECT THIS PROPERTY AND NOT BE PLOTTABLE GRAPHICALLY HEREON. 7. THE LOCATIONS OF ANY UNDERGROUND UTILITIES SHOWN HEREON ARE NOT TO BE CONSIDERED ALL-INCLUSIVE AND MAY BE INACCURATE. UNDERGROUND UTILITY LOCATIONS MAY HAVE BEEN DETERMINED FROM AVAILABLE CONSTRUCTION PLANS AND AS-BUILT MAPS, SURFACE MARKINGS ESTABLISHED BY INDEPENDENT LOCATORS OR UTILITY COMPANIES, OR FROM SURFACE FEATURES. UNDERGROUND UTILITIES SHOWN HEREON HAVE NOT BEEN EXPOSED BY THIS FIRM AND MAY VARY IN ACTUAL LOCATION, USAGE, MATERIAL, SIZE AND/OR EXISTENCE. THIS FIRM ACCEPTS NO LIABILITY FOR INACCURATE WORK BY UTILITY LOCATORS. PER TITLE 9, ARTICLE 1.5, C.R.S., UNDERGROUND UTILITIES MUST BE MARKED PRIOR TO ANY DIGGING OR DRILLING BY SUBMITTING A REQUEST TO THE UTILITY NOTIFICATION CENTER OF COLORADO. CALL (811) AT LEAST 72 HOURS IN ADVANCE. NO UTILITY PLANS WERE PROVIDED BY THE CLIENT IN REGARD TO TABLE A ITEM 11(A). 8. ANY OVERHEAD WIRES SHOWN HEREON ARE GENERALIZED LOCATIONS SHOWING THE WIRE CONNECTIONS BETWEEN UTILITY POLES AND OTHER STRUCTURES. THE LOCATIONS OF INDIVIDUAL WIRES WERE NOT MEASURED AND THEIR REPRESENTATION ON THIS DRAWING SHOULD NOT BE RELIED UPON WHERE ACCURATE CLEARANCE DISTANCES FROM OVERHEAD WIRES ARE REQUIRED. 9. ALL USERS OF THIS SURVEY ARE HEREBY NOTIFIED THAT THIS SURVEY IN NO WAY CONSTITUTES A TITLE SEARCH BY FORESIGHT WEST SURVEYING INC. FOR DETERMINATION OF (A)RIGHT TO TITLE, (B)CHAIN OF TITLE/ABSTRACT, (C)THE HISTORICAL COMPATIBILITY OF ALL DESCRIPTIONS OF THIS PROPERTY WITH ALL DESCRIPTIONS OF ADJOINING PROPERTIES, AND (D)EASEMENTS, RIGHTS-OF-WAY AND OTHER INSTRUMENTS OF RECORD THAT MAY IMPACT TITLE TO THIS PROPERTY. ADDITIONALLY, UNWRITTEN RIGHTS TO THIS PROPERTY MAY EXIST WHICH ARE UNKNOWN TO THIS FIRM. A REASONABLE EFFORT WAS MADE TO RESEARCH THE RECORDS FOR THIS PROPERTY AND THE ADJOINING PROPERTIES IN ACCORDANCE WITH THE USUAL AND CUSTOMARY STANDARD OF CARE FOR LAND SURVEYORS PRACTICING IN COLORADO. 10. TITLE POLICY REFERENCE: FOR ALL INFORMATION REGARDING RIGHT TO TITLE AND EASEMENTS, RIGHTS-OF-WAY OR OTHER TITLE BURDENS AFFECTING SUCH RIGHT TO TITLE TO THIS PROPERTY, THIS SURVEY RELIED UPON TITLE COMMITMENT ISSUED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY AS AN AGENT FOR LAND TITLE GUARANTY COMPANY, ORDER NUMBER ABC50072336, WITH AN EFFECTIVE DATE OF 07.22.2024 AT 5:00 P.M. AND A TITLE COMMITMENT ISSUED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY AS AN AGENT FOR LAND TITLE GUARANTY COMPANY, ORDER NUMBER ABC50074228, WITH AN EFFECTIVE DATE OF 03.27.2025 AT 5:00 P.M 11. BUILDING SETBACK NOTICE: DUE TO FREQUENT CHANGES IN AND DIFFERING INTERPRETATIONS OF ZONING ORDINANCES, THE OWNER IS URGED TO CONTACT THE GOVERNING MUNICIPALITY(IES) FOR GUIDANCE RELATING TO SETBACK REQUIREMENTS PRIOR TO PLANNING FUTURE IMPROVEMENTS ON THIS PROPERTY. NO ZONING REPORT OR LETTER CITING SETBACK RESTRICTIONS WAS PROVIDED. 12. BASIS OF BEARINGS STATEMENT REQUIRED PER 38-51-106(1)(E), C.R.S.: BEARINGS ARE BASED UPON THE NORTH LINES OF LOT 1 A AND LOT 2 A, CORRECTION PLAT VAIL/LIONSHEAD, FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1 AS RECORDED AUGUST 6, 2020 AT REC. NO. 202012791 AND BEING MONUMENTED AT THE NORTHWEST CORNER OF SAID LOT 1 A BY DOUBLE SET NO.3 REBARS BEING ADJACENT TO EACH OTHER AND AT THE NORTHEAST CORNER OF SAID LOT 2 A BY DOUBLE SET NO.3 REBARS BEING ADJACENT OT EACH OTHER, WITH THE LINE BETWEEN ASSUMED TO BEAR NORTH 85° 54' 07" EAST PER SAID CORRECTION PLAT. 13. VERTICAL RELIEF SHOWN HEREON IS BASED UPON A POST PROCESSED STATIC GNSS CONNECTION MADE TO NGS POINT SPRADDLE (PID: AB2083) BEING A FOUND STANDARD NGS ROCK CAP IN A ROCK OUTCROPPING AS NOTED IN THE NGS DATA SHEET AND HAVING A PUBLISHED ELEVATION OF 8287.82' (NAVD88). SAID BENCH MARK PER TOWN OF VAIL GPS CONTROL 2022 MAP IS STATED AS 8287.38' (NAVD88) NOTE - AS REQUESTED BY CLIENT THE ORIGINAL BENCH MARK OF 8287.82' (NAVD88) WAS USED IN ORDER TO MATCH PREVIOUS WORK COMPLETED.CONTOUR INTERVALS SHOWN HEREON AT 1' INTERVALS 14. MEASURED DIMENSIONS SHOWN HEREON REFLECT THE RESULTS OF A LEAST SQUARES ADJUSTMENT OF THE FIELD MEASUREMENTS. 15. ALL FOUND AND SET MONUMENTS ARE FAIRLY CLOSE TO GROUND SURFACE UNLESS NOTED OTHERWISE. 16. ANY MONUMENTS SHOWN HEREON THAT ARE NOT TIED TO THIS SURVEY WERE NOT USED AS CONTROL CORNERS AND ARE SHOWN FOR POSTERITY ONLY. 17. MONUMENTS (OR A REFERENCE MONUMENT OR WITNESS TO THE CORNER) HAVE BEEN SET AT ALL MAJOR CORNERS OF THE BOUNDARY OF THE SURVEYED PROPERTY, UNLESS ALREADY MARKED OR REFERENCED BY EXISTING MONUMENTS OR WITNESSES IN CLOSE PROXIMITY TO THE CORNER. 18. ADDRESS(ES) OF THE SURVEYED PROPERTY IF DISCLOSED IN DOCUMENTS PROVIDED TO OR OBTAINED BY THE SURVEYOR, OR OBSERVED WHILE CONDUCTING THE FIELDWORK. ORDER NO. ABC50072336 PARCEL 1 (AKA LOT 1A): NO POSTED ADDRESS OBSERVED - TITLE COMMITMENT LISTS THIS PARCEL AS 500 LIONSHEAD CIRCLE PARCEL 2 (AKA TRACT K): NO POSTED ADDRESS - NO ADDRESS GIVEN ON COUNTY GIS AND NO ADDRESS PROVIDED ON THE TITLE COMMITMENT PARCEL 3 (AKA TRACT L): NO POSTED ADDRESS - NO ADDRESS GIVEN ON COUNTY GIS AND NO ADDRESS PROVIDED ON THE TITLE COMMITMENT PARCEL 4 (AKA TRACT M): NO POSTED ADDRESS - NO ADDRESS GIVEN ON COUNTY GIS AND NO ADDRESS PROVIDED ON THE TITLE COMMITMENT ORDER NO. ABC50074228 PARCEL 1 (AKA LOT 2A): NO POSTED ADDRESS OBSERVED - TITLE COMMITMENT LISTS THIS PARCEL AS 534 EAST LIONSHEAD CIRCLE PARCEL 2 (AKA TRACT K): NO POSTED ADDRESS - NO ADDRESS GIVEN ON COUNTY GIS AND NO ADDRESS PROVIDED ON THE TITLE COMMITMENT PARCEL 3 (AKA TRACT L): NO POSTED ADDRESS - NO ADDRESS GIVEN ON COUNTY GIS AND NO ADDRESS PROVIDED ON THE TITLE COMMITMENT PARCEL 4 (EASEMENT INTEREST): NO POSTED ADDRESS - NO ADDRESS GIVEN ON COUNTY GIS AND NO ADDRESS PROVIDED ON THE TITLE COMMITMENT 19. FLOOD ZONE CLASSIFICATION (WITH PROPER ANNOTATION BASED ON FEDERAL FLOOD INSURANCE RATE MAPS OR THE STATE OR LOCAL EQUIVALENT) DEPICTED BY SCALED MAP LOCATION AND GRAPHIC PLOTTING ONLY. ALL PARCELS ARE CLASSIFIED AS BEING IN ZONE X, AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN AS SHOWN ON FEMA FIRM PANEL NO. 08037C0469D, REVISED DECEMBER 4, 2007 20. GROSS LAND AREA (AND OTHER AREAS IF SPECIFIED BY THE CLIENT). ORDER NO. ABC50072336 PARCEL 1 (AKA LOT 1A): 26,984 SQUARE FEET OR 0.619 ACRES, MORE OR LESS (AS MEASURED) - 0.620 ACRES, RECORD PARCEL 2 (AKA TRACT K): 3,315 SQUARE FEET OR 0.076 ACRES, MORE OR LESS (AS MEASURED) - 0.076 ACRES, RECORD PARCEL 3 (AKA TRACT L): 2,090 SQUARE FEET OR 0.048 ACRES, MORE OR LESS (AS MEASURED) - 0.048 ACRES, RECORD PARCEL 4 (AKA TRACT M): 2,666 SQUARE FEET OR 0.061 ACRES, MORE OR LESS (AS MEASURED) - 0.061 ACRES, RECORD ORDER NO. ABC50072336 PARCEL 1 (AKA LOT 2A): 10,382 SQUARE FEET OR 0.238 ACRES, MORE OR LESS (AS MEASURED) - 0.238 ACRES, RECORD PARCEL 2 (AKA TRACT K): 3,315 SQUARE FEET OR 0.076 ACRES, MORE OR LESS (AS MEASURED) - 0.076 ACRES, RECORD PARCEL 3 (AKA TRACT L): 2,090 SQUARE FEET OR 0.048 ACRES, MORE OR LESS (AS MEASURED) - 0.048 ACRES, RECORD PARCEL 4 (EASEMENT INTEREST): NA GENERAL NOTES: IMPROVEMENT SURVEY PLAT LOCATED IN THE SOUTH HALF OF SECTION 6, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO SHEET 2 OF 5 R: \ P r o j e c t # s \ 2 0 2 5 - J o b s \ 2 0 2 5 0 5 9 - V a i l 2 1 - L i o n s h e a d - I S P \ 2 0 2 5 0 5 9 - C A D \ 2 0 2 5 0 5 9 - L I O N S H E A D C I R C L E - 2 5 0 7 1 3 - I S P . d w g , 7 / 1 3 / 2 0 2 5 5 : 2 4 : 0 0 P M INTRO | SURVEY LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 G.005 130 F3 F5 F7 FOUND DRILL HOLE - ACCEPTED AND REPLACED F10 F10 FOUND DRILL HOLE F5 F15 F5 F13 FOUND 2.5" BRASS ROCK CAP IN BRICK STAMPED " T.O.V. VP 8 27598" SFNF SF N F SF N F SFN F SFN F SFN F SF N F SFNF SFNF SFNF SFNF SFN F SFNF SFNF SFNF SFNF F14 FOUND ILLEGIBLE 1.5" ALLOY CAP - UNKNOWN ORIGIN F10 F9 S1 = SET 18" NO.5 REBAR WITH 2" ALLOY CAP STAMPED "FWS PLS 38226" S2 = SET MAGSPIKE WITH 1.5" ALLOY TAG STAMPED "PLS 38226" S3 = SET 30" NO.6 REBAR WITH 2.5" ALLOY CAP STAMPED "FORESIGHT WEST SURVEYING PLS 38226" F1 = FOUND NO.4 REBAR - NO CAP F2 = FOUND NO.5 REBAR WITH 1.5" ALLOY CAP-PEAK LAND CONSULTING - LS 27598 F3 = FOUND 0.75" ROUND STEEL FORMING STAKE F4 = FOUND CONCRETE NAIL F5 = FOUND MAGNETIC SURVEY NAIL WITH 1.5" BRASS TAG - PEAK LAND CONSULTING - LS 27598 F6 = FOUND DRILL HOLE F7 = FOUND MAGNETIC SURVEY NAIL WITH 0.75" ALLOY TAG STAMPED "LS 30091" F8 = FOUND NO.3 REBAR - NO CAP F9 = FOUND NO.4 REBAR WITH 1.5" ALLOY CAP STAMPED "RLS 26598" F10 = FOUND 60D NAIL WITH WHISKER F11 = FOUND NO.6 REBAR - NO CAP F12 = FOUND NO.5 REBAR WITH 1.5" ALLOY CAP STAMPED "PEAK LAND CONSULTING - PLS 27598" F13 = FOUND MAGNAIL WITH 1" BRASS TAG STAMPED "27598" F14 = FOUND NO.5 REBAR WITH 1.25" PINK CAP STAMPED "SURVWEST CONTROL" F15 = FOUND CONCRETE NAIL WITH CARVED OUT CONCRETE PARCEL 1 THIRD AMENDED CONDOMINIUM PLAT VAIL 21 CONDOMINIUMS REC. NO. 200826812 12.19.2008 SAMUEL H. ECKER - PLS 30091 CONDOMINIUM MAP FOR LIONSHEAD ARCADE CONDOMINIUM BUILDING REC. NO. 119339 BK. 223 - PG. 602 03.30.1972 WILLIAM E. ARMFIELD - LS 4974 PART OF SITE A REC. NO. 115115 BK. 219 - PG. 486 01.11.1971 REC. NO. 115115 BK. 219 - PG. 486 01.11.1971 REC. NO. 201704392 OWNER: BLUE ICE 21, LLC (NOT A PART) CONDOMINIUM MAP FOR THE LIFT HOUSE - A CONDOMIMIUM REC. NO. 125516 BK. 229 - PG. 660 06.20.1973 P.B. WELLINGTON - LS 3783 FIRST AMENDMENT TO THE CONDOMINIUM MAP FOR THE LIFT HOUSE - A CONDOMINIUM REC. NO. 508759 BK. 612 - PG. 682 06.30.1993 STAN HOGFELDT - RLS 26598 SECOND AMENDED CONDOMINIUM PLAT THE LIFT HOUSE - A CONDOMINIUM NO. 201920742 12.05.2019 SAMUEL HOYT ECKER - PLS 30091 SECOND AMENDED CONDOMINIUM PLAT VAIL 21 CONDOMINIUMS REC. NO. 922010 07.08.2005 SAMUEL H. ECKER - PLS 30091 CONDOMINIUM MAP OF VAIL 21 CONDOMINIUMS BK. 227 - PG. 166 REC. NO. 122978 01.11.1973 KENNETH E. RICHARDS - LS & PE 2183 FIRST AMENDMENT TO THE CONDOMINIUM MAP OF VAIL 21 CONDOMINIUMS BK. 546 - PG. 23 REC. NO. 442166 01.18.1991 DAN CORCORAN - RLS 16827 CONDOMINIUM MAP OF VANTAG E POINT - VAIL CONDOMINIUMS BK. 227, PG. 891 REC. NO. 123718 02.23.1973 WILLIS B. COMER - LS 9713 (NOT A PART) SUPPLEMENT TO THE CONDOMI N I U M M A P O F VANTAGE POINT - VAIL CONDOM I N I U M S BK. 237, PG. 609 REC. NO. 133622 11.27.1974 KENNETH E. RICHARDS - LS & PE 2 1 8 3 (NOT A PART) FIRST WESTWIND AT VAIL COND O M I N I U M BK. 216, PG. 474 REC. NO. 112001 11.26.1969 E. MAX SERAFINI - LS & PE 2568 (NOT A PART) DE E D BK . 3 0 2 - P G . 8 5 5 RN : 1 9 9 2 4 2 05 . 1 5 . 1 9 8 0 OW N E R : T O W N O F V A I L , A MU N I C I P A L C O R P O R A T I O N (N O T A P A R T ) N 0 4 ° 0 5 ' 5 3 " W ( M ) ( R ) 4 0 . 0 0 ' ( M ) ( R ) N85°54'07"E 305.09'(M) (305.00'(R ) ) RADIUS: 217.01' ARC LENGTH: 59.63' DELTA: 015°44'37" CH. BEARING: S02°11'54"E CH. LENGTH: 59.44' (R) N 1 0 ° 0 4 ' 1 3 " W 5 6 . 9 0 ' ( R ) S85°54'07"W 129.18'(R) S85°54'07"W 61.50'(R) N04°05'53"W(R) 34.00'(R) S85°54'07"W 118.27'(R) N 0 4 ° 0 5 ' 5 3 " W 7 4 . 2 6 ' ( R ) S85°53'50"W 84.00'(M)(R) N85°53'50"E 84.00'(M)(R) S85°54'07"W 61.50'(R) 8.23' (R)PARCEL 1 500 E. LIONSHEAD CIRCLE LOT 1 A CORRECTION PLAT VAIL/LIONSHEAD, FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1 REC. NO. 202012791 08.06.2020 AREA: 26984 SQ. FT. (0.619 AC) +/- 534 E. LIONSHEAD CIRCLE LOT 2 A CORRECTION PLAT VAIL/LIONSHEAD, FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1 REC. NO. 202012791 08.06.2020 AREA 0.238 AC. (R) 10,382 SQ. FT. (0.238 AC) (M)+/- PARCEL 3 TRACT L AREA: 0.048 AC.(R) 2090 SQ. FT. (0.048 AC) (M) +/- PARCEL 4 TRACT M AREA: 2666 SQ. FT. (0.061 AC) +/- PLAZA EASEMENT LIONS PRIDE COURT BK. 378, PG. 906 RN: 275217 02.21.1984 S65°57'45"E 1.64' FROM POSITION CALCULATED PER REC. NO. 202012791 SET BY STAN HOGFELDT PLS 26598 FOR FIRST AMENDMENT TO THE CONDOMINIUM MAP FOR THE LIFT HOUSE - A CONDOMINIUM RECORDED JUNE 30, 1993 UNDER REC. NO. 508759 (BK. 612 - PG. 683) CALLED OUT AS A NO.5 REBAR WITH 1.5" ALLOY CAP STAMPED "PLS 27598" BY SAMUEL H. ECKER ON THE SECOND AMENDED CONDOMIMIUM PLAT THE LIFT HOUSE - A CONDOMIMIUM, RECORDED DEC. 5, 2019 AT REC. NO. 201920742 S88°10'48"E 0.33' FROM CALCULATED POSITION PER REC. NO. 202012791 WHICH CALLS FOR A SET NO.5 REBAR WITH 1.5" ALLOY CAP STAMPED "PEAK LAND SONSULTANTS LS 27598" - NOT FOUND N73°34'52"W 0.30'FROM CALCULATED POSITION PER REC. NO. 202012791 WHICH CALLS FOR A SET NO.5 REBAR WITH 1.5" ALLOY CAP STAMPED "PEAK LAND SONSULTANTS LS 27598" - NOT FOUND SEARCHED FOR THE SAME AS CALLED FOR PER REC. NO. 201920742 AND SEARCH FOR NO.4 REBAR WITH 1.5" ALLOY CAP STAMPED PLS 26598 PER REC. NO. 508759 NEITHER WERE FOUND CORNER DETAIL 1 INCH = 0.5" N00°19'55"E 2.53' FROM CALCULATED POSITION PER REC. NO. 202012791 FOUND CARPENTERS NAIL WITH FLAGGING -SEARCHED FOR BUT DID NOT FIND MAGNAIL WITH 1.5" BRASS WASHER STAMPED PLS 27598 PER REC. NO. 201920742 NOR NO.4 REBAR WITH 1.5" ALLOY CAP STAMPED PLS 26598 PER REC. NO. 508759 S85°54'07"W 0.25' FROM CALCULATED POSITION PER REC. NO. 202012791 N85°56'27"E 116.98'(M) N85°52'40"E 188.11'(M) N85°54'07"E 188.00'(R) N85°54'07"E 117.00'(R) S1 S85°57'15"W 129.08'(M) 8.34' (M) S04°31'06"E(M) 25.88'(M) S04°05'53"E(R) 26.00'(R) S85°50'52"W 117.82'(M) N03°59'08"W(M) 34.01'(M) N85°55'11"E 61.50'(M) N04°03'13"W(M) 33.99'(M) S04°05'53"E(R) 34.00'(R) S85°56'15"W 61.46'(M) S03°15'56"E(M) 30.04'(M) N04°05'53"W(R) 30.00'(R) S85°54'07"W 126.55'(M) RADIUS: 217.01' ARC LENGTH: 59.61' DELTA: 015°44'18" CH. BEARING: S02°11'45"E CH. LENGTH: 59.42' (M) N 1 0 ° 0 4 ' 1 3 " W 5 6 . 9 2 ' ( M ) S85°54'07"W 126.46'(R) TRACT C LIONSHEAD SIXTH FILING REC. NO. 937664 11.21.2005 BRENT BIGGS - PLS 27598 TRACT C LIONSHEAD SIXTH FILING REC. NO. 937664 11.21.2005 BRENT BIGGS - PLS 27598 E. LIONSHEAD CIRCLE R.O.W. VARIES REC. NO. 113260 (BK. 217 - PG. 676) 05.10.1970 50.00' 3 0 . 7 8 ' ( M ) 2 6 . 1 4 ' ( M ) ( R ) 3 0 . 7 6 ' ( R ) PLAZA EASEMENT BK. 378 - PG. 907) (SCH. B PART II #16) ACCESS EASEMENT BK.229, PG. 481 RN:125332 COMMON DRIVEWAY AGREEMENT RN:202214453 RN:202301699 (PARCEL 5) (SCH.B, PART II #14 & 19 & 23) 15.00' BUILDING SETBACK REC. NO. 113260 (BK. 217 - PG. 676) 25.00' UTILITY EASEMENT REC. NO. 113260 (BK. 217 - PG. 676) A P P R O X . 1 0 . 0 0 ' H O L Y C R O S S U T I L I T Y E A S E M E N T R E C . N O . 2 0 2 2 1 8 2 9 1 118.23' (R) 118.21' (M) S1 S2 S2 S2 S1 S1 S1 S3 BASIS OF BEARING PARCEL 2 & PARCEL 5 TRACT K AREA: 0.076 AC .(R) 3315 SQ. FT. (0.076 AC)(M) +/- N 0 4 ° 1 7 ' 3 1 " W 7 4 . 2 6 ' ( M ) N 0 4 ° 0 5 ' 5 3 " W ( M ) 3 1 . 7 4 ' ( M ) S04°05'53"E(M) 31.74'(M) S04°05'53"E(R) 31.78'(R) N04°05'53"W(R) 31.78'(R) PARKING EASEMENT 14 SPACES FOR LIONSHEAD ARCADE REC. NO. 202301699 SCH. B PART II #23 APPROX. DRIVE AISLE EASEMENT REC. NO. 202301699 SCH. B PART II #23 N 0 4 ° 0 5 ' 5 3 " W 9 0 . 0 0 ' ( R ) N 0 4 ° 0 5 ' 5 3 " W 9 0 . 0 8 ' ( M ) PARKING SURFACE EASEMENT REC. NO. 202214468 SCH. B PART II #21 F4 ACCEPTED F3 S55°09'37"W 0.17' F3 FOUND TWO (2) NO.3 REBARS SET ADJACENT - ACCEPTED F10 S75°34'50"E 0.26' N46°15'36"E 0.20'N50°18'18"E 0.14' F8 - ACCEPTED F8 - BENT F12 - BENT S55°13'23"W 0.30' N85°54'07"E 0.09' N47°23'03"W 0.06' IMPROVEMENT SURVEY PLAT LOCATED IN THE SOUTH HALF OF SECTION 6, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO SHEET 3 OF 5 DRAFTING BY: RUSK Scaled for 24" x 36" Job No.: 2025059 Sheet: 3 of 5 1309 S. Inca Street Denver, Colorado 80223 303.504.4440 DATE OF FIELDWORK: APRIL & MAY, 2025 FIELDWORK BY: RUSK REV:0 REVIEW BY: SCOTT DATE: 07.13.2025 FEET 1 INCH = 20 FEET 4020010 N R: \ P r o j e c t # s \ 2 0 2 5 - J o b s \ 2 0 2 5 0 5 9 - V a i l 2 1 - L i o n s h e a d - I S P \ 2 0 2 5 0 5 9 - C A D \ 2 0 2 5 0 5 9 - V A I L 2 1 I S P - S H E E T 2 - L E G A C Y R E F I - 2 5 0 6 0 2 . d w g , 7 / 1 3 / 2 0 2 5 5 : 3 2 : 2 0 P M INTRO | SURVEY SCALE: 1” = 20’-0” LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 G.006 N 0 10 20 40 131 G.007 F4 ACCEPTED F3 F3 F10 F10 CB CONDOMINIUM MAP FOR THE LIFT HOUSE - A CONDOMIMIUM REC. NO. 125516 BK. 229 - PG. 660 06.20.1973 P.B. WELLINGTON - LS 3783 FIRST AMENDMENT TO THE CONDOMINIUM MAP FOR THE LIFT HOUSE - A CONDOMINIUM REC. NO. 508759 BK. 612 - PG. 682 06.30.1993 STAN HOGFELDT - RLS 26598 SECOND AMENDED CONDOMINIUM PLAT THE LIFT HOUSE - A CONDOMINIUM NO. 201920742 12.05.2019 SAMUEL HOYT ECKER - PLS 30091 SUPPLEMENT TO THE CONDOMI N I U M M A P O F VANTAGE POINT - VAIL CONDOM I N I U M S BK. 237, PG. 609 REC. NO. 133622 11.27.1974 KENNETH E. RICHARDS - LS & PE 2 1 8 3 (NOT A PART) FIRST WESTWIND AT VAIL CONDOMINIUM BK. 216, PG. 474 REC. NO. 112001 11.26.1969 E. MAX SERAFINI - LS & PE 2568 (NOT A PART) N 0 4 ° 0 5 ' 5 3 " W 4 0 . 0 0 ' ( M ) ( R ) N85°54'07"E 305.09'(M) (305.00'( R ) ) N85°53'50"E 84.00'(M)(R) PARCEL 4 TRACT M AREA: 2666 SQ. FT. (0.061 AC) +/- S55°09'37"W 0.17' N85°52'40"E 188.11'(M) N85°54'07"E 188.00'(R) S1 CB S1 BASIS OF BEARING N 0 4 ° 0 5 ' 5 3 " W 3 1 . 7 4 ' ( M ) S 0 4 ° 0 5 ' 5 3 " E 3 1 . 7 4 ' ( M ) S 0 4 ° 0 5 ' 5 3 " E 3 1 . 7 8 ' ( R ) N 0 4 ° 0 5 ' 5 3 " W 3 1 . 7 8 ' ( R ) PL TO FTR 0.4'S85°53'50"W 84.00'(M)(R) PLAZA EASEMENT BK. 378 - PG. 907) (SCH. B PART II #16) 1.5' 1.5'2.3' CATCH BASIN 1'x1' CONCRETE GRATE ELEV: 8153.67' 6" PVC INV E & W: 8150.20' CATCH BASIN 24" VERT CMP GRATE ELEV: 8149.91' 6" PVC INV W: 8149.30' 8" PVC INV E: 8148.87' 8" PVC INV S: 8145.93' PRIVACY WALL & COLUMNS ASPH A L T TURF CONCRETE WALK CO N C R E T E W A L K CO N C R E T E ST A I R S PA V E R S TURF LAND S C A P I N G WOOD DECK TURF TURF TURF TURF TURF ASPH A L T ASPH A L T ASPH A L T CONCRETE WALL WALL W A L L ST O N E W A L L C O N C R E T E W A L L CONCRETE WALL CONCRETE WALL CONCRETE WALL STON E W A L L BOULDER WALL CONCRETE WALL EDGE OF ASPHALT EDGE OF ASPHALT E D G E O F A S P H A L T C O N C R E T E W A L L TURF TURF CONCRETE STAIRS CONCRETE STAIRS STEEL STAIRS SHED (TRASH ENCLOSURE) 2-STORY WOOD FRAME BUILDING WITH WALKOUT BELOW STEEL STAIRS CURB CURB CONCRETE 2.5' ACAC AC AC BUILDING ON OR NEAR PROP.LINE STAIRS (DOWN) 2.4' 5 . 3 ' 5 . 5 ' WALL 4.5' PARKING EASEMENT 14 SPACES FOR LIONSHEAD ARCADE REC. NO. 202301699 SCH. B PART II #23 APPROX. DRIVE AISLE EASEMENT REC. NO. 202301699 SCH. B PART II #23 PARCEL 1 500 E. LIONSHEAD CIRCLE LOT 1 A CORRECTION PLAT VAIL/LIONSHEAD, FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1 REC. NO. 202012791 08.06.2020 AREA: 26984 SQ. FT. (0.619 AC) +/- UNKNOWN ORIGIN 6" PVC 8" PVC 8 " P V C 8 " P V C 2x 4 " P V C 4" PVC 4" PVC CATCH BASIN 24" VERT CONCRETE GRATE ELEV: 8146.17' 8" PVC INV N: 8144.73' 8" PVC INV S: 8144.81' BOTTOM: 8143.71' CATCH BASIN 2'x2' CONCRETE GRATE ELEV: 8146.50' 8" PVC INV N: 8144.38' 8" PVC INV E: 8142.35' 2x 4" PVC INV S: 8142.88' CATCH BASIN 1.5'x1.5' CONCRETE GRATE ELEV: 8146.30' 4" PVC INV E: 8144.02'CATCH BASIN 1.5'x1.5' CONCRETE GRATE ELEV: 8146.19' 4" PVC INV E: 8143.29' 4" PVC INV W: 8143.29' 2x 4" PVC INV N: 8143.29' 8" PVC 131940029 8154.87' MISC UTILITY WOOD DECK (ABOVE) 8 1 5 5 ' 81 5 5 ' 81 5 9 ' 8157' 8159' 8157'8155' 8147' 8148' 8145' 8140' 81 4 7 ' LIFTHOUSE LODGE WESTWIND AT VAIL CATCH BASIN 24" VERT CMP GRATE ELEV: 8153.49' 4" CPP INV W: 8151.99' 6" PVC INV E: 8150.33' S85°54'07"W 118.27'(R) S85°50'52"W 117.82'(M) S3 F9 S1 N 0 4 ° 0 5 ' 5 3 " W 7 4 . 2 6 ' ( R ) N 0 4 ° 1 7 ' 3 1 " W 7 4 . 2 6 ' ( M ) PL TO FTR 0.6' B U I L D I N G O V E R H A N G BUILDING OVERHANG BUILDING OVERHANG ASPH A L T SET REBAR AND CAP AS DESCRIBED HEREON FOUND REBAR AND CAP AS DESCRIBED HEREON FOUND REBAR AS DESCRIBED HEREON SET NAIL AND TAG AS DESCRIBED HEREON FOUND NAIL AND TAG AS DESCRIBED HEREON FOUND DRILL HOLE FOUND MISC. CONTROL AS DESCRIBED HEREON CB CB LIGHT POLE GEOTECH MONITOR WELL GEOTECH BOREHOLE CATCH BASIN - SQUARE CATCH BASIN - ROUND BOLLARD IRRIGATION CONTROL PULL-BOX SANITARY MANHOLE WATER VALVE BOX FIRE HYDRANT/FIRE WATER BUILDING CONNECTION COMMUNICATIONS RISER ELECTRIC MANHOLE SIGN DECIDUOUS TREE CONIFEROUS TREE PROPERTY LINE EASEMENT FLOW-LINE (M) - AS MEASURED BEARING/DISTANCE (R) - RECORD BEARING/DISTANCE PER REC. NO. 202012791 SFNF - SEARCHED FOR NOT FOUND PL - PROPERTY LINE FTR - FOOTER CMP - CORRUGATED METAL PIPE GAS LINE BURIED COMM. LINE BURIED ELECTRIC LINE SANITARY SEWER LINE WATER LINE STORM SEWER RCP - REINFORCED CONCRETE PIPE PVC - POLYVINYL CHLORIDE PIPE LEGEND DRAFTING BY: RUSK Scaled for 24" x 36" Job No.: 2025059 Sheet: 4 of 5 1309 S. Inca Street Denver, Colorado 80223 303.504.4440 DATE OF FIELDWORK: APRIL & MAY, 2025 FIELDWORK BY: RUSK REV:0 REVIEW BY: SCOTT DATE: 07.13.2025 MA T C H - L I N E S H E E T 5 FEET 1 INCH - 10 FEET 201005 N CONTOUR INTERVALS = 1 FOOT IMPROVEMENT SURVEY PLAT LOCATED IN THE SOUTH HALF OF SECTION 6, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO SHEET 4 OF 5 VERTICAL RELIEF SHOWN HEREON IS BASED UPON A POST PROCESSED STATIC GNSS CONNECTION MADE TO NGS POINT SPRADDLE (PID: AB2083) BEING A FOUND STANDARD NGS ROCK CAP IN A ROCK OUTCROPPING AS NOTED IN THE NGS DATA SHEET AND HAVING A PUBLISHED ELEVATION OF 8287.82' (NAVD88). SAID BENCH MARK PER TOWN OF VAIL GPS CONTROL 2022 MAP IS STATED AS 8287.38' (NAVD88) NOTE - AS REQUESTED BY CLIENT THE ORIGINAL BENCH MARK OF 8287.82' (NAVD88) WAS USED IN ORDER TO MATCH PREVIOUS WORK COMPLETED.CONTOUR INTERVALS SHOWN HEREON AT 1' INTERVALS R: \ P r o j e c t # s \ 2 0 2 5 - J o b s \ 2 0 2 5 0 5 9 - V a i l 2 1 - L i o n s h e a d - I S P \ 2 0 2 5 0 5 9 - C A D \ 2 0 2 5 0 5 9 - L I O N S H E A D C I R C L E - 2 5 0 7 1 3 - I S P . d w g , 7 / 1 3 / 2 0 2 5 5 : 2 3 : 1 0 P M SCALE: 1” = 10’-0” INTRO | SURVEY LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 N 0 4 10 20 132 G.008 CONDOMINIUM MAP FOR LIONSHEAD ARCADE CONDOMINIUM BUILDING REC. NO. 119339 BK. 223 - PG. 602 03.30.1972 WILLIAM E. ARMFIELD - LS 4974 F8 - ACCEPTED F8 - BENT F3 F7 F10 F5 F15 F5 SFNF SFNF SF N F SF N F SFNF F8 - ON LINE BETWEEN FOUND NO.3 REBAR AT THE NW CORNER OF LOT 1 A AND A FOUND NO.3 REBAR AT THE NE CORNER OF LOT 2 A - UNKNOWN ORIGIN F14 F11 THIRD AMENDED CONDOMINIUM PLAT VAIL 21 CONDOMINIUMS REC. NO. 200826812 12.19.2008 SAMUEL H. ECKER - PLS 30091 REC. NO. 201704392 OWNER: BLUE ICE 21, LLC (NOT A PART) SECOND AMENDED CONDOMINIUM PLAT VAIL 21 CONDOMINIUMS REC. NO. 922010 07.08.2005 SAMUEL H. ECKER - PLS 30091 CONDOMINIUM MAP OF VAIL 21 CONDOMINIUMS BK. 227 - PG. 166 REC. NO. 122978 01.11.1973 KENNETH E. RICHARDS - LS & PE 2183 FIRST AMENDMENT TO THE CONDOMINIUM MAP OF VAIL 21 CONDOMINIUMS BK. 546 - PG. 23 REC. NO. 442166 01.18.1991 DAN CORCORAN - RLS 16827 CONDOMINIUM MAP OF VANTAG E POINT - VAIL CONDOMINIUMS BK. 227, PG. 891 REC. NO. 123718 02.23.1973 WILLIS B. COMER - LS 9713 (NOT A PART) RADIUS: 217.01' ARC LENGTH: 59.63' DELTA: 015°44'37" CH. BEARING: S02°11'54"E CH. LENGTH: 59.44' (R) S85°54'07"W 129.18'(R) S85°54'07"W 61.50'(R) N 0 4 ° 0 5 ' 5 3 " W 3 4 . 0 0 ' ( R ) S85°54'07"W 61.50'(R) 8.23' (R) N 0 4 ° 0 5 ' 5 3 " W 9 0 . 0 0 ' ( R ) 534 E. LIONSHEAD CIRCLE LOT 2 A CORRECTION PLAT VAIL/LIONSHEAD, FIRST FILING, A RESUBDIVISION OF A PART OF LOTS 1, 2, 3 AND TRACT E, BLOCK 1 REC. NO. 202012791 08.06.2020 AREA 0.238 AC. (R) 10,382 SQ. FT. (0.238 AC) (M)+/- N85°56'27"E 116.98'(M) N85°54'07"E 117.00'(R) S1 S85°57'15"W 129.08'(M) 8.34' (M) S04°31'06"E(M) 25.88'(M) S04°05'53"E(R) 26.00'(R) N 0 3 ° 5 9 ' 0 8 " W 3 4 . 0 1 ' ( M ) S85°55'11"W 61.50'(M) N04°03'13"W(M) 33.99'(M) S04°05'53"E(R) 34.00'(R) S85°56'15"W 61.46'(M) RADIUS: 217.01' ARC LENGTH: 59.61' DELTA: 015°44'18" CH. BEARING: S02°11'45"E CH. LENGTH: 59.42' (M) N 1 0 ° 0 4 ' 1 3 " W 5 6 . 9 2 ' ( M ) N 0 4 ° 0 5 ' 5 3 " W 9 0 . 0 8 ' ( M ) 3 0 . 7 8 ' ( M ) 2 6 . 1 4 ' ( M ) ( R ) 3 0 . 7 6 ' ( R ) PLAZA EASEMENT BK. 378 - PG. 907) (SCH. B PART II #16) 15.00' BUILDING SETBACK REC. NO. 113260 (BK. 217 - PG. 676) APPROX. 10.00' HOLY CROSS UTILITY EASEMENT REC. NO. 202218291 118.23' (R) 118.21' (M) S2 S2 S2 S1 PARCEL 2 & PARCEL 5 TRACT K AREA: 0.076 AC .(R) 3315 SQ. FT. (0.076 AC)(M) +/- F5 S 0 3 ° 1 5 ' 5 6 " E 3 0 . 0 4 ' ( M ) N 0 4 ° 0 5 ' 5 3 " W 3 0 . 0 0 ' ( R ) FOUND DRILL HOLE - ACCEPTED AND REPLACED ACCESS EASEMENT BK. 229, PG. 481 RN: 125332 COMMON DRIVEWAY AGREEMEN T RN: 202214453 RN: 202301699 (PARCEL 5) (SCH.B, PART II #14 & 19 & 23) S85°54'07"W 126.55'(M) S85°54'07"W 126.46'(R) 3 . 9 ' 4 . 0 ' F12 - BENT TURF ASPH A L T CONCRETE CONCRETE STAIRS CONCRETE STAIRS SHED (TRASH ENCLOSURE) ASPH A L T ASPH A L T ASPH A L T ASPH A L T TURF TURF CONCRETE WALK STEEL STAIRS FOUND DRILL HOLE 65.0' 30 . 4 ' 43.8' 1 1 . 0 ' 21.2' BOULDER WALL BOULDER WALL CONCRETE WALL CONCRETE WALL C O N C R E T E W A L L SIGN N 1 0 ° 0 4 ' 1 3 " W 5 6 . 9 0 ' ( R ) PARCEL 3 TRACT L AREA: 0.048 AC.(R) 2090 SQ. FT. (0.048 AC) (M) +/- PLAZA EASEMENT LIONS PRIDE COURT BK. 378, PG. 906 RN: 275217 02.21.1984 C U R B W A L L W A L L CURB CURB CONCRETE BALCONY (ABOVE) APPROX. CISTERN PARKING EASEMENT 14 SPACES FOR LIONSHEAD ARCADE REC. NO. 202301699 SCH. B PART II #23 AP P R O X . D R I V E A I S L E E A S E M E N T RE C . N O . 2 0 2 3 0 1 6 9 9 S C H . B P A R T I I # 2 3 PARKING SURFACE EASEMENT REC. NO. 202214468 SCH. B PART II #21 25.00' UTILITY EASEMENT REC. NO. 113260 (BK. 217 - PG. 676) 8" PVC 8" PVC 8 " P V C 8" C M P CATCH BASIN 3'x1.5' CONCRETE GRATE ELEV LOW PNT: 8137.44' 8" CMP INV NE: 8135.58' 12" RCP INV SW: 8135.61' SANITARY MANHOLE 4' DIA BARREL RIM AT CENTER: 8152.92' 8" PVC INV N: 8137.01' 8" PVC INV SE: 8136.92' 8" PVC INV W: 8137.03' 4" STEEL? DROP INV E: 8143.62' CURB INLETS TYPE 13R INLET RIM AT FLOW-LINE: 8149.55' TYPE 13R INLET 1314003 8150.19' SET SHINER CATCH BASIN 1.5'x1.5' CONCRETE GRATE ELEV: 8145.94' 4" PVC INV W: 8144.07' BAY WINDOW (BELOW BALCONY) BUILDING LINE BELOW BALCONY TRASH ENCLOSURE COLUMNS 81 5 5 ' 8138' 8138' 8138' 8140' 8145' 81 4 7 ' 8 1 4 8 ' 8 1 4 9 ' 8148 ' 8150' 8154' 8156' 8155' 8 1 4 9 ' 8 1 4 8 ' 81 4 7 ' 8147' VAIL 21 LIONS PRIDE CATCH BASIN 2'x2' CONCRETE GRATE ELEV: 8145.60' 8" PVC INV W: 8140.72' 8" PVC INV S: 8140.49' C O N C R E T E S T A I R S CONCRETE STAIRS FOUND TWO (2) NO.3 REBARS SET ADJACENT - ACCEPTED WH I T E P A I N T S T R I P E YE L L O W P A I N T ST R I P I N G UNKNOWN PULL-BOX / VAULT BUILDING OVERHANG E. LIONSHEAD CIRCLE R.O.W. VARIES REC. NO. 113260 (BK. 217 - PG. 676) 05.10.1970 8155' CONC R E T E CONCRETE 8146' 8144' 8143' 8142' 8141' 8140' 8139' 8145' SET REBAR AND CAP AS DESCRIBED HEREON FOUND REBAR AND CAP AS DESCRIBED HEREON FOUND REBAR AS DESCRIBED HEREON SET NAIL AND TAG AS DESCRIBED HEREON FOUND NAIL AND TAG AS DESCRIBED HEREON FOUND DRILL HOLE FOUND MISC. CONTROL AS DESCRIBED HEREON CB CB LIGHT POLE GEOTECH MONITOR WELL GEOTECH BOREHOLE CATCH BASIN - SQUARE CATCH BASIN - ROUND BOLLARD IRRIGATION CONTROL PULL-BOX SANITARY MANHOLE WATER VALVE BOX FIRE HYDRANT/FIRE WATER BUILDING CONNECTION COMMUNICATIONS RISER ELECTRIC MANHOLE SIGN DECIDUOUS TREE CONIFEROUS TREE PROPERTY LINE EASEMENT FLOW-LINE (M) - AS MEASURED BEARING/DISTANCE (R) - RECORD BEARING/DISTANCE PER REC. NO. 202012791 SFNF - SEARCHED FOR NOT FOUND PL - PROPERTY LINE FTR - FOOTER CMP - CORRUGATED METAL PIPE GAS LINE BURIED COMM. LINE BURIED ELECTRIC LINE SANITARY SEWER LINE WATER LINE STORM SEWER RCP - REINFORCED CONCRETE PIPE PVC - POLYVINYL CHLORIDE PIPE MA T C H - L I N E S H E E T 4 DRAFTING BY: RUSK Scaled for 24" x 36" Job No.: 2025059 Sheet: 5 of 5 1309 S. Inca Street Denver, Colorado 80223 303.504.4440 DATE OF FIELDWORK: APRIL & MAY, 2025 FIELDWORK BY: RUSK REV:0 REVIEW BY: SCOTT DATE: 07.13.2025 FEET 1 INCH = 10 FEET 201005 N CONTOUR INTERVALS = 1 FOOT IMPROVEMENT SURVEY PLAT LOCATED IN THE SOUTH HALF OF SECTION 6, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO SHEET 5 OF 5 LEGEND VERTICAL RELIEF SHOWN HEREON IS BASED UPON A POST PROCESSED STATIC GNSS CONNECTION MADE TO NGS POINT SPRADDLE (PID: AB2083) BEING A FOUND STANDARD NGS ROCK CAP IN A ROCK OUTCROPPING AS NOTED IN THE NGS DATA SHEET AND HAVING A PUBLISHED ELEVATION OF 8287.82' (NAVD88). SAID BENCH MARK PER TOWN OF VAIL GPS CONTROL 2022 MAP IS STATED AS 8287.38' (NAVD88) NOTE - AS REQUESTED BY CLIENT THE ORIGINAL BENCH MARK OF 8287.82' (NAVD88) WAS USED IN ORDER TO MATCH PREVIOUS WORK COMPLETED.CONTOUR INTERVALS SHOWN HEREON AT 1' INTERVALS R: \ P r o j e c t # s \ 2 0 2 5 - J o b s \ 2 0 2 5 0 5 9 - V a i l 2 1 - L i o n s h e a d - I S P \ 2 0 2 5 0 5 9 - C A D \ 2 0 2 5 0 5 9 - L I O N S H E A D C I R C L E - 2 5 0 7 1 3 - I S P . d w g , 7 / 1 3 / 2 0 2 5 5 : 2 0 : 4 1 P M SCALE: 1” = 10’-0” INTRO | SURVEY LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 N 0 4 10 20 133 L.001LANDSCAPE | PLANT & MATERIAL SCHEDULE LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 SYMBOL CODE BOTANICAL NAME COMMON NAME ROOT SIZE WATER USE HEIGHT SPREAD DECIDUOUS CANOPY TREES PO TR POPULUS TREMULOIDES QUAKING ASPEN B & B 2" CAL.MOD 30`-40`10`-15` PO ER POPULUS TREMULOIDES ERECTA SWEDISH ASPEN B & B 2" CAL.MOD 30`-40`9`-10` SO BL SORBUS AUCUPARIA 'BLACK HAWK'BLACK HAWK ROCKY MOUNTAIN ASH B & B 2" CAL.MOD 20`-25`15`-20` EVERGREEN TREES PI BA PICEA PUNGENS GLAUCA `BAKERI`BAKERI BLUE SPRUCE B & B 6` HT.MOD 15`-25`8`-10` PI FL PINUS FLEXILIS 'VANDERWOLF'S PYRAMID'VANDERWOLF'S PYRAMID LIMBER PINE B & B 6` HT.LOW 20`-25`9`-10` ORNAMENTAL TREES AC FL ACER GINNALA `FLAME`FLAME AMUR MAPLE B & B 1.5" CAL.LOW 10`-15`10`-15` CR IN CRATAEGUS CRUS-GALLI INERMIS THORNLESS COCKSPUR HAWTHORN B & B 1.5" CAL.LOW 15`-25`10`-15` MA SS MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE B & B 1.5" CAL.MOD 15`-25`10`-15` PR CH PRUNUS VIRGINIANA 'CANADA RED'SUCKER PUNCH CANADA CHOKECHERRY B & B 1.5" CAL.LOW 15`-25`10`-15` UPRIGHT EVERGREENS PI IS PICEA PUNGENS `ISELI FASTIGIATE`FASTIGIATE SPRUCE B & B 6` HT.MOD 10`-15`4`-6` DECIDUOUS SHRUBS CO RE CORNUS SERICEA RED TWIG DOGWOOD CONT.#5 MOD 6`-7`6'-7' CO FA CORNUS SERICEA 'FARROW'ARCTIC FIRE® RED TWIG DOGWOOD CONT.#5 MOD 4`-5`4`-5` CO PE COTONEASTER ACUTIFOLIUS (LUCIDUS)PEKING COTONEASTER CONT.#5 LOW 9'-10'4`-5` HO DU HOLODISCUS DUMOSUS ROCK SPIREA CONT.#5 LOW 3`-4`3`-4` PH MO PHYSOCARPUS MONOGYNUS MOUNTAIN NINEBARK CONT.#5 LOW 3`-4`3`-4` PR BE PRUNUS BESSEYI WESTERN SAND CHERRY CONT.#5 LOW 6`-7`5`-6` RH CI RHUS GLABRA 'CISMONTANA'WESTERN SMOOTH SUMAC CONT.#5 LOW 2`-3`2`-3` RI AL RIBES ALPINUM ALPINE CURRANT CONT.#5 LOW 4`-5`4`-5` RI GR RIBES ALPINUM `GREEN MOUND`GREEN MOUND CURRANT CONT.#5 LOW 2`-3`2`-3` SY OR SYMPHORICARPOS OREOPHILUS MOUNTAIN SNOWBERRY CONT.#5 LOW 3`-4`3`-4` SY ME SYRINGA MEYERI 'PALIBIN'DWARF KOREAN LILAC CONT.#5 LOW 4`-5`4`-5` SY VU SYRINGA VULGARIS COMMON PURPLE LILAC CONT.#5 LOW 13`-15`7`-8` EVERGREEN SHRUBS AR UV ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK CONT.#5 LOW <1`4`-5` PI GL PICEA PUNGENS 'GLOBOSA'DWARF GLOBE BLUE SPRUCE CONT.#5 MOD 4`-5`5`-6` PI RO PICEA PUNGENS 'ROUNDABOUT'ROUNDABOUT COLORADO SPRUCE CONT.#5 MOD 2`-3`2`-3` PI SE PICEA PUNGENS 'SESTER DWARF'SESTER DWARF COLORADO SPRUCE CONT.#5 MOD 7`-8`4`-5` PLANT SCHEDULE ORNAMENTAL GRASSES AC HY ACHNATHERUM HYMENOIDES INDIAN RICEGRASS CONT.#1 LOW 1`-2`1`-2` PERENNIALS AE PO AEGOPODIUM PODAGRARIA 'VARIEGATUM'VARIEGATED BISHOP WEED CONT.#1 LOW <1`1`-2` AJ RE AJUGA REPTANS CARPET BUGLE CONT.#1 MOD <1`1`-2` AL CE ALLIUM CERNUUM NODDING ONION CONT.#1 MOD 1`-2`<1` AN RU ANTENNARIA DIOICA 'RUBRA'PINK PUSSYTOES CONT.#1 LOW <1`<1` AQ CA AQUILEGIA CAERULEA ROCKY MOUNTAIN COLUMBINE CONT.#1 MOD 1`-2`1`-2` AQ CR AQUILEGIA X 'CRIMSON STAR'CRIMSON STAR COLUMBINE CONT.#1 MOD 2`-3`2`-3` AQ WH AQUILEGIA X 'WHITE STAR'WHITE STAR COLUMBINE CONT.#1 MOD 2`-3`2`-3` AR SC ARTEMISIA SCHMIDTIANA SILVER MOUND ARTEMISIA CONT.#1 LOW 1`-2`1`-2` AS JA ASTILBE X JAPONICA ASTILBE / FALSE SPIREA CONT.#1 MOD 1`-2`1`-2` CE TO CERASTIUM TOMENTOSUM SNOW IN SUMMER CONT.#1 MOD <1`1`-2` DE NU DELOSPERMA NUBIGENUM 'YELLOW'YELLOW ICE PLANT CONT.#1 LOW <1`2`-3` DI DO DIANTHUS BARBATUS 'DOUBLE DWARF'DOUBLE DWARF SWEET WILLIAM CONT.#1 MOD <1`<1` DI ZI DIANTHUS DELTOIDES 'ZING ROSE'ZING ROSE MAIDEN PINK CONT.#1 MOD <1`<1` DI FI DIANTHUS X 'FIRST LOVE'FIRST LOVE DIANTHUS CONT.#1 MOD <1`<1` HE HR HEMEROCALLIS X `HAPPY RETURNS`HAPPY RETURNS DAYLILY CONT.#1 LOW 1`-2`1`-2` HE PE HEMEROCALLIS X 'MINI PEARL'MINI PEARL DAYLILY CONT.#1 LOW 1`-2`1`-2` HE PO HEMEROCALLIS X 'PURPLE D'ORO'PURPLE D'ORO DAYLILY CONT.#1 LOW 1`-2`1`-2` HE SN HEUCHERA SANGUINEA 'SNOW ANGEL'SNOW ANGEL CORAL BELLS CONT.#1 MOD <1`1`-2` HE EP HEUCHERA X 'ELECTRIC PLUM'ELECTRIC PLUM CORAL BELLS CONT.#1 MOD 1`-2`1`-2` HO PA HOSTA FORTUNEI 'PATRIOT'PATRIOT HOSTA CONT.#1 MOD 1`-2`2`-3` IR RO IRIS MISSOURIENSIS WESTERN BLUE IRIS CONT.#1 LOW 1`-2`1`-2` LU AP LUPINUS X 'GALLERY MIX'POPSICLE MIX LUPINE CONT.#1 MOD 1`-2`1`-2` NE WA NEPETA X FAASSENII 'WALKER'S LOW'WALKER'S LOW CATMINT CONT.#1 MOD 2`-3`2`-3` PA NU PAPAVER NUDICAULE ICELAND POPPY CONT.#1 MOD 1`-2`1`-2` TH YR THYMUS PRAECOX POLYTRICHUS WOOLY THYME CONT.#1 LOW <1`1`-2` SYMBOL CODE BOTANICAL NAME COMMON NAME ROOT SIZE WATER USE HEIGHT SPREAD OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 LANDSCAPE SCHEDULE LP-002 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 MATERIALS & AMENITY SCHD LP-003 CODE DESCRIPTION PRODUCT NAME SUPPLIER/MANUFACTURER MODEL #COLOR / FINISH SIZE / DIMENSIONS NOTES M-01 PERENNIAL MULCH PEA GRAVEL PIONEER OR APPROVED EQUAL N/A NATURAL SEE PLANS TO BE PLACED IN TREE PLANTING RINGS AND PERENNIAL AREAS AT 3" MIN. DEPTH. WEED BARRIER NOT REQUIRED M-02 ROCK MULCH DECORATIVE ROCK PIONEER OR APPROVED EQUAL DAGG-0954-TN BULK BRECKEN GUNSMOKE 3/4"TO BE PLACED IN SHRUB AREAS AT 3" MIN. DEPTH OVER WEED BARRIERM-03 COBBLE MULCH DECORATIVE ROCK PIONEER OR APPROVED EQUAL DAGG-0955-TN BRECKEN GUNSMOKE 3"-6"TO BE PLACED IN AREAS INDICATED ON PLAN AT 6" MIN. DEPTH OVER WEED BARRIERM-06 CRUSHER FINES M-06 LANDSCAPE BOULDER M-07 METAL EDGER METAL EDGER DURAEDGE OR APPROVED EQUAL ROLLED TOP EDGE POWDER COAT GREEN 4" X 14 GAUGE TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS. REFER TO GENERAL LANDSCAPE NOTES LANDSCAPE MATERIAL SCHEDULE CODE DESCRIPTION PRODUCT NAME MANUFACTURER COLOR / FINISH P-101 PAVER A ARTLINE UNILOCK P-102 PAVER B PROMENADE G UNILOCK P-103 PAVER C EXISTING PAVERS P-104 CONCRETE P-105 ASPHALT PAVEMENT SCHEDULE CODE DESCRIPTION DETAIL N-01 LANDSCAPE AREA N-02 SNOW STORAGE N-03 PROPERTY LINE N-04 WILDLAND URBAN INTERFACE PLANTING BUFFERN-05 EXISTING CONTOURS, TYP.N-06 PROPOSED CONTOURS, TYP.N-07 PROPOSED UTILITIES, TYP. RE: CIVIL DWGS. KEY NOTES OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 MATERIALS & AMENITY SCHD LP-003 CODE DESCRIPTION PRODUCT NAME SUPPLIER/MANUFACTURER MODEL #COLOR / FINISH SIZE / DIMENSIONS NOTES M-01 PERENNIAL MULCH PEA GRAVEL PIONEER OR APPROVED EQUAL N/A NATURAL SEE PLANS TO BE PLACED IN TREE PLANTING RINGS AND PERENNIAL AREAS AT 3" MIN. DEPTH. WEED BARRIER NOT REQUIRED M-02 ROCK MULCH DECORATIVE ROCK PIONEER OR APPROVED EQUAL DAGG-0954-TN BULK BRECKEN GUNSMOKE 3/4"TO BE PLACED IN SHRUB AREAS AT 3" MIN. DEPTH OVER WEED BARRIERM-03 COBBLE MULCH DECORATIVE ROCK PIONEER OR APPROVED EQUAL DAGG-0955-TN BRECKEN GUNSMOKE 3"-6"TO BE PLACED IN AREAS INDICATED ON PLAN AT 6" MIN. DEPTH OVER WEED BARRIERM-06 CRUSHER FINES M-06 LANDSCAPE BOULDER M-07 METAL EDGER METAL EDGER DURAEDGE OR APPROVED EQUAL ROLLED TOP EDGE POWDER COAT GREEN 4" X 14 GAUGE TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS. REFER TO GENERAL LANDSCAPE NOTES LANDSCAPE MATERIAL SCHEDULE CODE DESCRIPTION PRODUCT NAME MANUFACTURER COLOR / FINISH P-101 PAVER A ARTLINE UNILOCK P-102 PAVER B PROMENADE G UNILOCK P-103 PAVER C EXISTING PAVERS P-104 CONCRETE P-105 ASPHALT PAVEMENT SCHEDULE CODE DESCRIPTION DETAIL N-01 LANDSCAPE AREA N-02 SNOW STORAGE N-03 PROPERTY LINE N-04 WILDLAND URBAN INTERFACE PLANTING BUFFERN-05 EXISTING CONTOURS, TYP.N-06 PROPOSED CONTOURS, TYP.N-07 PROPOSED UTILITIES, TYP. RE: CIVIL DWGS. KEY NOTES OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 MATERIALS & AMENITY SCHD LP-003 CODE DESCRIPTION PRODUCT NAME SUPPLIER/MANUFACTURER MODEL #COLOR / FINISH SIZE / DIMENSIONS NOTES M-01 PERENNIAL MULCH PEA GRAVEL PIONEER OR APPROVED EQUAL N/A NATURAL SEE PLANS TO BE PLACED IN TREE PLANTING RINGS AND PERENNIAL AREAS AT 3" MIN. DEPTH. WEED BARRIER NOT REQUIRED M-02 ROCK MULCH DECORATIVE ROCK PIONEER OR APPROVED EQUAL DAGG-0954-TN BULK BRECKEN GUNSMOKE 3/4"TO BE PLACED IN SHRUB AREAS AT 3" MIN. DEPTH OVER WEED BARRIERM-03 COBBLE MULCH DECORATIVE ROCK PIONEER OR APPROVED EQUAL DAGG-0955-TN BRECKEN GUNSMOKE 3"-6"TO BE PLACED IN AREAS INDICATED ON PLAN AT 6" MIN. DEPTH OVER WEED BARRIERM-06 CRUSHER FINES M-06 LANDSCAPE BOULDER M-07 METAL EDGER METAL EDGER DURAEDGE OR APPROVED EQUAL ROLLED TOP EDGE POWDER COAT GREEN 4" X 14 GAUGE TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS. REFER TO GENERAL LANDSCAPE NOTES LANDSCAPE MATERIAL SCHEDULE CODE DESCRIPTION PRODUCT NAME MANUFACTURER COLOR / FINISH P-101 PAVER A ARTLINE UNILOCK P-102 PAVER B PROMENADE G UNILOCK P-103 PAVER C EXISTING PAVERS P-104 CONCRETE P-105 ASPHALT PAVEMENT SCHEDULE CODE DESCRIPTION DETAIL N-01 LANDSCAPE AREA N-02 SNOW STORAGE N-03 PROPERTY LINE N-04 WILDLAND URBAN INTERFACE PLANTING BUFFERN-05 EXISTING CONTOURS, TYP.N-06 PROPOSED CONTOURS, TYP.N-07 PROPOSED UTILITIES, TYP. RE: CIVIL DWGS. KEY NOTES 134 L.002LANDSCAPE | LANDSCAPE PLAN +/- 82'-0" +/- 79'-9" +/- 90'-5" +/- 83'-0" +/- 90'-5" +/- 100'-0" +/- 100'-0" +/- 84'-5" +/- 84'-6" EX-GAS EX-GAS EX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBY EAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING (1,014 SF) SOD (650 SF) SOD (388 SF) SOD (351 SF) SOD P-101 P-101 P-101 P-101 P-104 M-01 P-105 P-104 N-01 P-104 M-03 N-03 N-03 N-03 N-03 N-04 N-05 N-07 P-104 P-102 ART WALL M-03 M-03 M-01 M-02 M-03 P-104 P-103 M-02 M-07 PAVER DELINEATEDPEDESTRIAN PATH (1) MA SS (1) PO ER (1) PO TR (1) PR CH(1) AC FL (3) PI IS (2) PO TR (1) SO BL (1) CR IN (1) CO PE (1) RH CI (1) PI FL (2) PO ER (1) MA SS (1) MA SS (1) PI FL (1) PI BA (2) PI IS (2) PO ER M-06 (2) PO ER (1) PI BA OVERALL LANDSCAPE PLAN LP-101 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' SYMBOL CODE DESCRIPTION DETAIL M-01 PERENNIAL MULCH M-02 ROCK MULCH M-03 COBBLE MULCH M-04 SOIL AMENDMENT M-05 WEED BARRIER M-06 CRUSHER FINES M-06 LANDSCAPE BOULDER M-07 METAL EDGER LANDSCAPE MATERIAL SCHEDULE SYMBOL CODE DESCRIPTION DETAIL P-101 PAVER A P-102 PAVER B P-103 PAVER C P-104 CONCRETE P-105 ASPHALT PAVEMENT SCHEDULE CODE DESCRIPTION DETAIL N-01 LANDSCAPE AREA N-02 SNOW STORAGE N-03 PROPERTY LINE N-04 WILDLAND URBAN INTERFACE PLANTING BUFFERN-05 EXISTING CONTOURS, TYP.N-06 PROPOSED CONTOURS, TYP.N-07 PROPOSED UTILITIES, TYP. RE: CIVIL DWGS. KEY NOTES LANDSCAPE FEATURE NOTES 1. LANDSCAPE PLANTER AND RETAINING WALL MATERIAL FINISHES TO MATCH EXTERIOR BUILDING FINISHES. 2. ART WALL TO BE UTILIZED AS PARKING LOT SCREENING AND FALL PROTECTION. HIGHLIGHTED AS OPPORTUNITY FOR FUNCTIONAL PUBLIC ART INCORPORATED INTO THE SITE DESIGN. SYMBOL CODE COMMON NAME DECIDUOUS CANOPY TREES PO TR QUAKING ASPEN PO ER SWEDISH ASPEN SO BL BLACK HAWK ROCKY MOUNTAIN ASH EVERGREEN TREES PI BA BAKERI BLUE SPRUCE PI FL VANDERWOLF'S PYRAMID LIMBER PINE ORNAMENTAL TREES AC FL FLAME AMUR MAPLE CR IN THORNLESS COCKSPUR HAWTHORN MA SS SPRING SNOW CRAB APPLE PR CH SUCKER PUNCH CANADA CHOKECHERRY UPRIGHT EVERGREENS PI IS FASTIGIATE SPRUCE DECIDUOUS SHRUBS CO RE RED TWIG DOGWOOD CO FA ARCTIC FIRE® RED TWIG DOGWOOD CO PE PEKING COTONEASTER HO DU ROCK SPIREA PH MO MOUNTAIN NINEBARK PR BE WESTERN SAND CHERRY RH CI WESTERN SMOOTH SUMAC RI AL ALPINE CURRANT RI GR GREEN MOUND CURRANT SY OR MOUNTAIN SNOWBERRY SY ME DWARF KOREAN LILAC SY VU COMMON PURPLE LILAC EVERGREEN SHRUBS AR UV KINNIKINNICK PI GL DWARF GLOBE BLUE SPRUCE PI RO ROUNDABOUT COLORADO SPRUCE PI SE SESTER DWARF COLORADO SPRUCE ORNAMENTAL GRASSES AC HY INDIAN RICEGRASS PERENNIALS AE PO VARIEGATED BISHOP WEED AJ RE CARPET BUGLE AL CE NODDING ONION AN RU PINK PUSSYTOES AQ CA ROCKY MOUNTAIN COLUMBINE AQ CR CRIMSON STAR COLUMBINE AQ WH WHITE STAR COLUMBINE AR SC SILVER MOUND ARTEMISIA AS JA ASTILBE / FALSE SPIREA CE TO SNOW IN SUMMER DE NU YELLOW ICE PLANT DI DO DOUBLE DWARF SWEET WILLIAM DI ZI ZING ROSE MAIDEN PINK DI FI FIRST LOVE DIANTHUS HE HR HAPPY RETURNS DAYLILY HE PE MINI PEARL DAYLILY HE PO PURPLE D'ORO DAYLILY HE SN SNOW ANGEL CORAL BELLS HE EP ELECTRIC PLUM CORAL BELLS HO PA PATRIOT HOSTA IR RO WESTERN BLUE IRIS LU AP POPSICLE MIX LUPINE NE WA WALKER'S LOW CATMINT PA NU ICELAND POPPY TH YR WOOLY THYME SOD/SEED SOD TURF GRASS PLANT SCHEDULE +/- 82'-0" +/- 79'-9" +/- 90'-5" +/- 83'-0" +/- 90'-5" +/- 100'-0" +/- 100'-0" +/- 84'-5" +/- 84'-6" EX-GAS EX-GASEX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBYEAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING (1,014 SF) SOD (650 SF) SOD (388 SF) SOD (351 SF) SOD P-101 P-101 P-101 P-101 P-104 M-01 P-105 P-104 N-01 P-104 M-03 N-03 N-03 N-03 N-03 N-04 N-05 N-07 P-104 P-102 ART WALL M-03 M-03 M-01 M-02 M-03 P-104 P-103 M-02 M-07 PAVER DELINEATEDPEDESTRIAN PATH (1) MA SS (1) PO ER (1) PO TR (1) PR CH(1) AC FL (3) PI IS (2) PO TR (1) SO BL (1) CR IN(1) CO PE (1) RH CI (1) PI FL (2) PO ER (1) MA SS (1) MA SS (1) PI FL (1) PI BA (2) PI IS (2) PO ER M-06 (2) PO ER (1) PI BA OVERALL LANDSCAPE PLAN LP-101 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 201040 SCALE 1" = 20' SYMBOLCODEDESCRIPTIONDETAIL M-01PERENNIAL MULCH M-02ROCK MULCH M-03COBBLE MULCH M-04SOIL AMENDMENT M-05WEED BARRIER M-06CRUSHER FINES M-06LANDSCAPE BOULDER M-07METAL EDGER LANDSCAPE MATERIAL SCHEDULE SYMBOLCODEDESCRIPTIONDETAIL P-101PAVER A P-102PAVER B P-103PAVER C P-104CONCRETE P-105ASPHALT PAVEMENT SCHEDULE CODEDESCRIPTIONDETAIL N-01LANDSCAPE AREA N-02SNOW STORAGE N-03PROPERTY LINE N-04WILDLAND URBAN INTERFACE PLANTING BUFFERN-05EXISTING CONTOURS, TYP.N-06PROPOSED CONTOURS, TYP.N-07PROPOSED UTILITIES, TYP. RE: CIVIL DWGS. KEY NOTESLANDSCAPE FEATURE NOTES 1. LANDSCAPE PLANTER AND RETAINING WALL MATERIAL FINISHES TO MATCH EXTERIOR BUILDING FINISHES. 2. ART WALL TO BE UTILIZED AS PARKING LOT SCREENING AND FALL PROTECTION. HIGHLIGHTED AS OPPORTUNITY FOR FUNCTIONAL PUBLIC ART INCORPORATED INTO THE SITE DESIGN. SYMBOL CODE COMMON NAME DECIDUOUS CANOPY TREES PO TR QUAKING ASPEN PO ER SWEDISH ASPEN SO BL BLACK HAWK ROCKY MOUNTAIN ASH EVERGREEN TREES PI BA BAKERI BLUE SPRUCE PI FL VANDERWOLF'S PYRAMID LIMBER PINE ORNAMENTAL TREES AC FL FLAME AMUR MAPLE CR IN THORNLESS COCKSPUR HAWTHORN MA SS SPRING SNOW CRAB APPLE PR CH SUCKER PUNCH CANADA CHOKECHERRY UPRIGHT EVERGREENS PI IS FASTIGIATE SPRUCE DECIDUOUS SHRUBS CO RE RED TWIG DOGWOOD CO FA ARCTIC FIRE® RED TWIG DOGWOOD CO PE PEKING COTONEASTER HO DU ROCK SPIREA PH MO MOUNTAIN NINEBARK PR BE WESTERN SAND CHERRY RH CI WESTERN SMOOTH SUMAC RI AL ALPINE CURRANT RI GR GREEN MOUND CURRANT SY OR MOUNTAIN SNOWBERRY SY ME DWARF KOREAN LILAC SY VU COMMON PURPLE LILAC EVERGREEN SHRUBS AR UV KINNIKINNICK PI GL DWARF GLOBE BLUE SPRUCE PI RO ROUNDABOUT COLORADO SPRUCE PI SE SESTER DWARF COLORADO SPRUCE ORNAMENTAL GRASSES AC HY INDIAN RICEGRASS PERENNIALS AE PO VARIEGATED BISHOP WEED AJ RE CARPET BUGLE AL CE NODDING ONION AN RU PINK PUSSYTOES AQ CA ROCKY MOUNTAIN COLUMBINE AQ CR CRIMSON STAR COLUMBINE AQ WH WHITE STAR COLUMBINE AR SC SILVER MOUND ARTEMISIA AS JA ASTILBE / FALSE SPIREA CE TO SNOW IN SUMMER DE NU YELLOW ICE PLANT DI DO DOUBLE DWARF SWEET WILLIAM DI ZI ZING ROSE MAIDEN PINK DI FI FIRST LOVE DIANTHUS HE HR HAPPY RETURNS DAYLILY HE PE MINI PEARL DAYLILY HE PO PURPLE D'ORO DAYLILY HE SN SNOW ANGEL CORAL BELLS HE EP ELECTRIC PLUM CORAL BELLS HO PA PATRIOT HOSTA IR RO WESTERN BLUE IRIS LU AP POPSICLE MIX LUPINE NE WA WALKER'S LOW CATMINT PA NU ICELAND POPPY TH YR WOOLY THYME SOD/SEED SOD TURF GRASS PLANT SCHEDULE +/- 82'-0" +/- 79'-9" +/- 90'-5" +/- 83'-0" +/- 90'-5" +/- 100'-0" +/- 100'-0" +/- 84'-5" +/- 84'-6" EX-GAS EX-GAS EX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBYEAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING (1,014 SF) SOD (650 SF) SOD (388 SF) SOD (351 SF) SOD P-101 P-101 P-101 P-101 P-104 M-01 P-105 P-104 N-01 P-104 M-03 N-03 N-03 N-03 N-03 N-04 N-05 N-07 P-104 P-102 ART WALL M-03 M-03 M-01 M-02 M-03 P-104 P-103 M-02 M-07 PAVER DELINEATEDPEDESTRIAN PATH (1) MA SS (1) PO ER (1) PO TR (1) PR CH(1) AC FL (3) PI IS (2) PO TR (1) SO BL (1) CR IN(1) CO PE (1) RH CI (1) PI FL (2) PO ER (1) MA SS (1) MA SS (1) PI FL (1) PI BA (2) PI IS (2) PO ER M-06 (2) PO ER (1) PI BA OVERALL LANDSCAPE PLAN LP-101 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' SYMBOLCODEDESCRIPTIONDETAIL M-01PERENNIAL MULCH M-02ROCK MULCH M-03COBBLE MULCH M-04SOIL AMENDMENT M-05WEED BARRIER M-06CRUSHER FINES M-06LANDSCAPE BOULDER M-07METAL EDGER LANDSCAPE MATERIAL SCHEDULE SYMBOLCODEDESCRIPTIONDETAIL P-101PAVER A P-102PAVER B P-103PAVER C P-104CONCRETE P-105ASPHALT PAVEMENT SCHEDULE CODEDESCRIPTIONDETAIL N-01LANDSCAPE AREA N-02SNOW STORAGE N-03PROPERTY LINE N-04WILDLAND URBAN INTERFACE PLANTING BUFFERN-05EXISTING CONTOURS, TYP.N-06PROPOSED CONTOURS, TYP.N-07PROPOSED UTILITIES, TYP. RE: CIVIL DWGS. KEY NOTESLANDSCAPE FEATURE NOTES 1. LANDSCAPE PLANTER AND RETAINING WALL MATERIAL FINISHES TO MATCH EXTERIOR BUILDING FINISHES. 2. ART WALL TO BE UTILIZED AS PARKING LOT SCREENING AND FALL PROTECTION. HIGHLIGHTED AS OPPORTUNITY FOR FUNCTIONAL PUBLIC ART INCORPORATED INTO THE SITE DESIGN. SYMBOL CODE COMMON NAME DECIDUOUS CANOPY TREES PO TR QUAKING ASPEN PO ER SWEDISH ASPEN SO BL BLACK HAWK ROCKY MOUNTAIN ASH EVERGREEN TREES PI BA BAKERI BLUE SPRUCE PI FL VANDERWOLF'S PYRAMID LIMBER PINE ORNAMENTAL TREES AC FL FLAME AMUR MAPLE CR IN THORNLESS COCKSPUR HAWTHORN MA SS SPRING SNOW CRAB APPLE PR CH SUCKER PUNCH CANADA CHOKECHERRY UPRIGHT EVERGREENS PI IS FASTIGIATE SPRUCE DECIDUOUS SHRUBS CO RE RED TWIG DOGWOOD CO FA ARCTIC FIRE® RED TWIG DOGWOOD CO PE PEKING COTONEASTER HO DU ROCK SPIREA PH MO MOUNTAIN NINEBARK PR BE WESTERN SAND CHERRY RH CI WESTERN SMOOTH SUMAC RI AL ALPINE CURRANT RI GR GREEN MOUND CURRANT SY OR MOUNTAIN SNOWBERRY SY ME DWARF KOREAN LILAC SY VU COMMON PURPLE LILAC EVERGREEN SHRUBS AR UV KINNIKINNICK PI GL DWARF GLOBE BLUE SPRUCE PI RO ROUNDABOUT COLORADO SPRUCE PI SE SESTER DWARF COLORADO SPRUCE ORNAMENTAL GRASSES AC HY INDIAN RICEGRASS PERENNIALS AE PO VARIEGATED BISHOP WEED AJ RE CARPET BUGLE AL CE NODDING ONION AN RU PINK PUSSYTOES AQ CA ROCKY MOUNTAIN COLUMBINE AQ CR CRIMSON STAR COLUMBINE AQ WH WHITE STAR COLUMBINE AR SC SILVER MOUND ARTEMISIA AS JA ASTILBE / FALSE SPIREA CE TO SNOW IN SUMMER DE NU YELLOW ICE PLANT DI DO DOUBLE DWARF SWEET WILLIAM DI ZI ZING ROSE MAIDEN PINK DI FI FIRST LOVE DIANTHUS HE HR HAPPY RETURNS DAYLILY HE PE MINI PEARL DAYLILY HE PO PURPLE D'ORO DAYLILY HE SN SNOW ANGEL CORAL BELLS HE EP ELECTRIC PLUM CORAL BELLS HO PA PATRIOT HOSTA IR RO WESTERN BLUE IRIS LU AP POPSICLE MIX LUPINE NE WA WALKER'S LOW CATMINT PA NU ICELAND POPPY TH YR WOOLY THYME SOD/SEED SOD TURF GRASS PLANT SCHEDULE +/- 82'-0" +/- 79'-9" +/- 90'-5" +/- 83'-0" +/- 90'-5" +/- 100'-0" +/- 100'-0" +/- 84'-5" +/- 84'-6" EX-GAS EX-GAS EX-SS E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBY EAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING (1,014 SF) SOD (650 SF) SOD (388 SF) SOD (351 SF) SOD P-101 P-101 P-101 P-101 P-104 M-01 P-105 P-104 N-01 P-104 M-03 N-03 N-03 N-03 N-03 N-04 N-05 N-07 P-104 P-102 ART WALL M-03 M-03 M-01 M-02 M-03 P-104 P-103 M-02 M-07 PAVER DELINEATEDPEDESTRIAN PATH (1) MA SS (1) PO ER (1) PO TR (1) PR CH (1) AC FL (3) PI IS (2) PO TR (1) SO BL (1) CR IN (1) CO PE (1) RH CI (1) PI FL (2) PO ER (1) MA SS (1) MA SS (1) PI FL (1) PI BA (2) PI IS (2) PO ER M-06 (2) PO ER (1) PI BA (1) CR IN OVERALL LANDSCAPE PLAN LP-101 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O DE S I G N R E V I E W B O A R D S U B M I T T A L BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M TA / E S 08/27/25: DRB 01 R NOT FOR CONSTRUCTION 409 MAIN STREETSUITE 207P.O. BOX 2320FRISCO, CO 80443P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' SYMBOL CODE DESCRIPTION DETAIL M-01 PERENNIAL MULCH M-02 ROCK MULCH M-03 COBBLE MULCH M-04 SOIL AMENDMENT M-05 WEED BARRIER M-06 CRUSHER FINES M-06 LANDSCAPE BOULDER M-07 METAL EDGER M-08 OUTDOOR KITCHEN COUNTER TOP AND CLADDING LANDSCAPE MATERIAL SCHEDULE SYMBOL CODE DESCRIPTION DETAIL P-101 PAVER A P-102 PAVER B P-103 PAVER C P-104 CONCRETE P-105 ASPHALT P-106 RAISED DECK AREA PAVEMENT SCHEDULE CODE DESCRIPTION DETAIL N-01 LANDSCAPE AREA N-02 SNOW STORAGE N-03 PROPERTY LINE N-04 WILDLAND URBAN INTERFACE PLANTING BUFFERN-05 EXISTING CONTOURS, TYP.N-06 PROPOSED CONTOURS, TYP.N-07 PROPOSED UTILITIES, TYP. RE: CIVIL DWGS. KEY NOTES LANDSCAPE FEATURE NOTES 1. LANDSCAPE PLANTER AND RETAINING WALL MATERIAL FINISHES TO MATCH EXTERIOR BUILDING FINISHES. 2. ART WALL TO BE UTILIZED AS PARKING LOT SCREENING AND FALL PROTECTION. HIGHLIGHTED AS OPPORTUNITY FOR FUNCTIONAL PUBLIC ART INCORPORATED INTO THE SITE DESIGN. 3. ALL LANDSCAPE MATERIAL IS SHOWN AT FULL MATURITY SIZE, REFLECTING TRUE CANOPY SPREAD OF ALL TREES AND BRANCH WIDTH OF ALL SHRUBS. SYMBOL CODE COMMON NAMEDECIDUOUS CANOPY TREESPO TR QUAKING ASPENPO ER SWEDISH ASPENSO BL BLACK HAWK ROCKY MOUNTAIN ASH EVERGREEN TREES PI BA BAKERI BLUE SPRUCE PI FL VANDERWOLF'S PYRAMID LIMBER PINE ORNAMENTAL TREES AC FL FLAME AMUR MAPLE CR IN THORNLESS COCKSPUR HAWTHORN MA SS SPRING SNOW CRAB APPLE PR CH SUCKER PUNCH CANADA CHOKECHERRY UPRIGHT EVERGREENS PI IS FASTIGIATE SPRUCE DECIDUOUS SHRUBS CO RE RED TWIG DOGWOOD CO FA ARCTIC FIRE® RED TWIG DOGWOOD CO PE PEKING COTONEASTER HO DU ROCK SPIREA PH MO MOUNTAIN NINEBARK PR BE WESTERN SAND CHERRY RH CI WESTERN SMOOTH SUMAC RI AL ALPINE CURRANT RI GR GREEN MOUND CURRANT SY OR MOUNTAIN SNOWBERRY SY ME DWARF KOREAN LILAC SY VU COMMON PURPLE LILAC EVERGREEN SHRUBS AR UV KINNIKINNICK PI GL DWARF GLOBE BLUE SPRUCE PI RO ROUNDABOUT COLORADO SPRUCE PI SE SESTER DWARF COLORADO SPRUCE ORNAMENTAL GRASSES AC HY INDIAN RICEGRASS PERENNIALS AE PO VARIEGATED BISHOP WEEDAJ RE CARPET BUGLEAL CE NODDING ONIONAN RU PINK PUSSYTOESAQ CA ROCKY MOUNTAIN COLUMBINE AQ CR CRIMSON STAR COLUMBINE AQ WH WHITE STAR COLUMBINE AR SC SILVER MOUND ARTEMISIA AS JA ASTILBE / FALSE SPIREA CE TO SNOW IN SUMMER DE NU YELLOW ICE PLANT DI DO DOUBLE DWARF SWEET WILLIAM DI ZI ZING ROSE MAIDEN PINK DI FI FIRST LOVE DIANTHUS HE HR HAPPY RETURNS DAYLILY HE PE MINI PEARL DAYLILY HE PO PURPLE D'ORO DAYLILY HE SN SNOW ANGEL CORAL BELLS HE EP ELECTRIC PLUM CORAL BELLS HO PA PATRIOT HOSTA IR RO WESTERN BLUE IRIS LU AP POPSICLE MIX LUPINE NE WA WALKER'S LOW CATMINT PA NU ICELAND POPPY TH YR WOOLY THYME SOD/SEED SOD TURF GRASS PLANT SCHEDULE +/- 82'-0" +/- 79'-9" +/- 90'-5" +/- 83'-0" +/- 90'-5" +/- 100'-0" +/- 100'-0" +/- 84'-5" +/- 84'-6" EX-GAS EX-GAS EX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBYEAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING (1,014 SF) SOD (650 SF) SOD (388 SF) SOD (351 SF) SOD P-101 P-101 P-101 P-101 P-104 M-01 P-105 P-104 N-01 P-104 M-03 N-03 N-03 N-03 N-03 N-04 N-05 N-07 P-104 P-102 ART WALL M-03 M-03 M-01 M-02 M-03 P-104 P-103 M-02 M-07 PAVER DELINEATEDPEDESTRIAN PATH (1) MA SS (1) PO ER (1) PO TR (1) PR CH(1) AC FL (3) PI IS (2) PO TR (1) SO BL (1) CR IN(1) CO PE (1) RH CI (1) PI FL (2) PO ER (1) MA SS (1) MA SS (1) PI FL (1) PI BA (2) PI IS (2) PO ER M-06 (2) PO ER (1) PI BA OVERALL LANDSCAPE PLAN LP-101 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' SYMBOLCODEDESCRIPTIONDETAIL M-01PERENNIAL MULCH M-02ROCK MULCH M-03COBBLE MULCH M-04SOIL AMENDMENT M-05WEED BARRIER M-06CRUSHER FINES M-06LANDSCAPE BOULDER M-07METAL EDGER LANDSCAPE MATERIAL SCHEDULE SYMBOLCODEDESCRIPTIONDETAIL P-101PAVER A P-102PAVER B P-103PAVER C P-104CONCRETE P-105ASPHALT PAVEMENT SCHEDULE CODEDESCRIPTIONDETAIL N-01LANDSCAPE AREA N-02SNOW STORAGE N-03PROPERTY LINE N-04WILDLAND URBAN INTERFACE PLANTING BUFFERN-05EXISTING CONTOURS, TYP.N-06PROPOSED CONTOURS, TYP.N-07PROPOSED UTILITIES, TYP. RE: CIVIL DWGS. KEY NOTESLANDSCAPE FEATURE NOTES 1. LANDSCAPE PLANTER AND RETAINING WALL MATERIAL FINISHES TO MATCH EXTERIOR BUILDING FINISHES. 2. ART WALL TO BE UTILIZED AS PARKING LOT SCREENING AND FALL PROTECTION. HIGHLIGHTED AS OPPORTUNITY FOR FUNCTIONAL PUBLIC ART INCORPORATED INTO THE SITE DESIGN. SYMBOL CODE COMMON NAME DECIDUOUS CANOPY TREES PO TR QUAKING ASPEN PO ER SWEDISH ASPEN SO BL BLACK HAWK ROCKY MOUNTAIN ASH EVERGREEN TREES PI BA BAKERI BLUE SPRUCE PI FL VANDERWOLF'S PYRAMID LIMBER PINE ORNAMENTAL TREES AC FL FLAME AMUR MAPLE CR IN THORNLESS COCKSPUR HAWTHORN MA SS SPRING SNOW CRAB APPLE PR CH SUCKER PUNCH CANADA CHOKECHERRY UPRIGHT EVERGREENS PI IS FASTIGIATE SPRUCE DECIDUOUS SHRUBS CO RE RED TWIG DOGWOOD CO FA ARCTIC FIRE® RED TWIG DOGWOOD CO PE PEKING COTONEASTER HO DU ROCK SPIREA PH MO MOUNTAIN NINEBARK PR BE WESTERN SAND CHERRY RH CI WESTERN SMOOTH SUMAC RI AL ALPINE CURRANT RI GR GREEN MOUND CURRANT SY OR MOUNTAIN SNOWBERRY SY ME DWARF KOREAN LILAC SY VU COMMON PURPLE LILAC EVERGREEN SHRUBS AR UV KINNIKINNICK PI GL DWARF GLOBE BLUE SPRUCE PI RO ROUNDABOUT COLORADO SPRUCE PI SE SESTER DWARF COLORADO SPRUCE ORNAMENTAL GRASSES AC HY INDIAN RICEGRASS PERENNIALS AE PO VARIEGATED BISHOP WEED AJ RE CARPET BUGLE AL CE NODDING ONION AN RU PINK PUSSYTOES AQ CA ROCKY MOUNTAIN COLUMBINE AQ CR CRIMSON STAR COLUMBINE AQ WH WHITE STAR COLUMBINE AR SC SILVER MOUND ARTEMISIA AS JA ASTILBE / FALSE SPIREA CE TO SNOW IN SUMMER DE NU YELLOW ICE PLANT DI DO DOUBLE DWARF SWEET WILLIAM DI ZI ZING ROSE MAIDEN PINK DI FI FIRST LOVE DIANTHUS HE HR HAPPY RETURNS DAYLILY HE PE MINI PEARL DAYLILY HE PO PURPLE D'ORO DAYLILY HE SN SNOW ANGEL CORAL BELLS HE EP ELECTRIC PLUM CORAL BELLS HO PA PATRIOT HOSTA IR RO WESTERN BLUE IRIS LU AP POPSICLE MIX LUPINE NE WA WALKER'S LOW CATMINT PA NU ICELAND POPPY TH YR WOOLY THYME SOD/SEED SOD TURF GRASS PLANT SCHEDULE +/- 82'-0" +/- 79'-9" +/- 90'-5" +/- 83'-0" +/- 90'-5" +/- 100'-0" +/- 100'-0" +/- 84'-5" +/- 84'-6" EX-GAS EX-GAS EX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBY EAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING (1,014 SF) SOD (650 SF) SOD (388 SF) SOD (351 SF) SOD P-101 P-101 P-101 P-101 P-104 M-01 P-105 P-104 N-01 P-104 M-03 N-03 N-03 N-03 N-03 N-04 N-05 N-07 P-104 P-102 ART WALL M-03 M-03 M-01 M-02 M-03 P-104 P-103 M-02 M-07 PAVER DELINEATEDPEDESTRIAN PATH (1) MA SS (1) PO ER (1) PO TR (1) PR CH(1) AC FL (3) PI IS (2) PO TR (1) SO BL (1) CR IN(1) CO PE (1) RH CI (1) PI FL (2) PO ER (1) MA SS (1) MA SS (1) PI FL (1) PI BA (2) PI IS (2) PO ER M-06 (2) PO ER (1) PI BA OVERALL LANDSCAPE PLAN LP-101 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' SYMBOLCODEDESCRIPTIONDETAIL M-01PERENNIAL MULCH M-02ROCK MULCH M-03COBBLE MULCH M-04SOIL AMENDMENT M-05WEED BARRIER M-06CRUSHER FINES M-06LANDSCAPE BOULDER M-07METAL EDGER LANDSCAPE MATERIAL SCHEDULE SYMBOLCODEDESCRIPTIONDETAIL P-101PAVER A P-102PAVER B P-103PAVER C P-104CONCRETE P-105ASPHALT PAVEMENT SCHEDULE CODEDESCRIPTION DETAIL N-01LANDSCAPE AREA N-02SNOW STORAGE N-03PROPERTY LINE N-04WILDLAND URBAN INTERFACE PLANTING BUFFERN-05EXISTING CONTOURS, TYP.N-06PROPOSED CONTOURS, TYP.N-07PROPOSED UTILITIES, TYP. RE: CIVIL DWGS. KEY NOTES LANDSCAPE FEATURE NOTES 1. LANDSCAPE PLANTER AND RETAINING WALL MATERIAL FINISHES TO MATCH EXTERIOR BUILDING FINISHES. 2. ART WALL TO BE UTILIZED AS PARKING LOT SCREENING AND FALL PROTECTION. HIGHLIGHTED AS OPPORTUNITY FOR FUNCTIONAL PUBLIC ART INCORPORATED INTO THE SITE DESIGN. SYMBOL CODE COMMON NAME DECIDUOUS CANOPY TREES PO TR QUAKING ASPEN PO ER SWEDISH ASPEN SO BL BLACK HAWK ROCKY MOUNTAIN ASH EVERGREEN TREES PI BA BAKERI BLUE SPRUCE PI FL VANDERWOLF'S PYRAMID LIMBER PINE ORNAMENTAL TREES AC FL FLAME AMUR MAPLE CR IN THORNLESS COCKSPUR HAWTHORN MA SS SPRING SNOW CRAB APPLE PR CH SUCKER PUNCH CANADA CHOKECHERRY UPRIGHT EVERGREENS PI IS FASTIGIATE SPRUCE DECIDUOUS SHRUBS CO RE RED TWIG DOGWOOD CO FA ARCTIC FIRE® RED TWIG DOGWOOD CO PE PEKING COTONEASTER HO DU ROCK SPIREA PH MO MOUNTAIN NINEBARK PR BE WESTERN SAND CHERRY RH CI WESTERN SMOOTH SUMAC RI AL ALPINE CURRANT RI GR GREEN MOUND CURRANT SY OR MOUNTAIN SNOWBERRY SY ME DWARF KOREAN LILAC SY VU COMMON PURPLE LILAC EVERGREEN SHRUBS AR UV KINNIKINNICK PI GL DWARF GLOBE BLUE SPRUCE PI RO ROUNDABOUT COLORADO SPRUCE PI SE SESTER DWARF COLORADO SPRUCE ORNAMENTAL GRASSES AC HY INDIAN RICEGRASS PERENNIALS AE PO VARIEGATED BISHOP WEED AJ RE CARPET BUGLE AL CE NODDING ONION AN RU PINK PUSSYTOES AQ CA ROCKY MOUNTAIN COLUMBINE AQ CR CRIMSON STAR COLUMBINE AQ WH WHITE STAR COLUMBINE AR SC SILVER MOUND ARTEMISIA AS JA ASTILBE / FALSE SPIREA CE TO SNOW IN SUMMER DE NU YELLOW ICE PLANT DI DO DOUBLE DWARF SWEET WILLIAM DI ZI ZING ROSE MAIDEN PINK DI FI FIRST LOVE DIANTHUS HE HR HAPPY RETURNS DAYLILY HE PE MINI PEARL DAYLILY HE PO PURPLE D'ORO DAYLILY HE SN SNOW ANGEL CORAL BELLS HE EP ELECTRIC PLUM CORAL BELLS HO PA PATRIOT HOSTA IR RO WESTERN BLUE IRIS LU AP POPSICLE MIX LUPINE NE WA WALKER'S LOW CATMINT PA NU ICELAND POPPY TH YR WOOLY THYME SOD/SEED SOD TURF GRASS PLANT SCHEDULE SCALE: 1” = 10’-0” LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 N 0 4 10 20 135 L.003LANDSCAPE | LANDSCAPE AREA COVERAGE EX-GAS EX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBY EAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING LANDSCAPE AREA EXHIBIT LP-401 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O DE S I G N R E V I E W B O A R D S U B M I T T A L BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M TA / E S 08/27/25: DRB 01 R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' LANDSCAPE AREA CALCULATIONSPROJECT AREA:45,432 SFREQUIRED LANDSCAPE AREA (20%): 9,086 SFPROVIDED LANDSCAPE AREA: 9,760 SFLANDSCAPE:8,350 SFDECORATIVE HARDSCAPE: 1,410 SF EX-GAS EX-GAS EX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBY EAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING LANDSCAPE AREA EXHIBIT LP-401 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' LANDSCAPE AREA CALCULATIONS PROJECT AREA:45,432 SF REQUIRED LANDSCAPE AREA (20%): 9,086 SF PROVIDED LANDSCAPE AREA: 9,760 SF LANDSCAPE:8,350 SF DECORATIVE HARDSCAPE: 1,410 SF SCALE: 1” = 10’-0” N 0 4 10 20LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 136 L.004LANDSCAPE | TREE PRESERVATION PLAN +/- 82'-0" +/- 79'-9" +/- 90'-5" +/- 83'-0" +/- 90'-5" +/- 100'-0" +/- 100'-0" +/- 84'-5" +/- 84'-6" EX-GAS EX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBY EAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING 1.0' CAL1.0' CAL 0.5' CAL 0.5' CAL 0.5' CAL 0.5' CAL 0.7' CAL0.7' CAL 1.0' CAL 0.5' CAL0.5' CAL0.5' CAL 1.5' CAL 1.0' CAL 1.0' CAL 1.0' CAL 0.5' CAL 1.0' CAL 1.0' CAL 1.0' CAL 1.0' CAL EXISTING TREE EXHIBIT LP-402 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O DE S I G N R E V I E W B O A R D S U B M I T T A L BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M TA / E S 08/27/25: DRB 01 R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' LEGEND EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED CODE DESCRIPTION DETAILN-01 LANDSCAPE AREAN-02 SNOW STORAGEN-03 PROPERTY LINE N-04 WILDLAND URBAN INTERFACE PLANTING BUFFERN-05 EXISTING CONTOURS, TYP.N-06 PROPOSED CONTOURS, TYP.N-07 PROPOSED UTILITIES, TYP. RE: CIVIL DWGS. KEY NOTES +/- 82'-0" +/- 79'-9" +/- 90'-5" +/- 83'-0" +/- 90'-5" +/- 100'-0" +/- 100'-0" +/- 84'-5" +/- 84'-6" EX-GAS EX-GASEX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBYEAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING 1.0' CAL1.0' CAL 0.5' CAL 0.5' CAL 0.5' CAL 0.5' CAL 0.7' CAL0.7' CAL 1.0' CAL 0.5' CAL0.5' CAL0.5' CAL 1.5' CAL 1.0' CAL 1.0' CAL 1.0' CAL0.5' CAL 1.0' CAL 1.0' CAL 1.0' CAL 1.0' CAL EXISTING TREE EXHIBIT LP-402 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 02010 40 SCALE 1" = 20' LEGEND EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED CODE DESCRIPTION DETAIL N-01 LANDSCAPE AREA N-02 SNOW STORAGE N-03 PROPERTY LINE N-04 WILDLAND URBAN INTERFACE PLANTING BUFFERN-05 EXISTING CONTOURS, TYP.N-06 PROPOSED CONTOURS, TYP.N-07 PROPOSED UTILITIES, TYP. RE: CIVIL DWGS. KEY NOTES SCALE: 1” = 10’-0” N 0 4 10 20LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 137 L.005LANDSCAPE | SNOW STORAGE EXHIBIT EX-GAS EX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBY EAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING 1,060SF SNOW STORAGE FOR 10,400SF DRIVEWAY SNOW STORAGE EXHIBIT LP-403 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O DE S I G N R E V I E W B O A R D S U B M I T T A L BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M TA / E S 08/27/25: DRB 01 R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' LANDSCAPE AREA CALCULATIONSHARDSCAPE AREA (DRIVEWAY):14,280 SF (10,400SF)REQUIRED SNOW STORAGE AREA (DRIVEWAY): 1,428SF (1,040SF)PROVIDED SNOW STORAGE AREA (DRIVEWAY): 3,300SF (1,060SF) PAVED SURFACES ON LOTS 1 & 2 ARE TO BE SNOW MELTED EX-GAS EX-GAS EX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S EX - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBY EAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING 1,060SF SNOW STORAGE FOR 10,400SF DRIVEWAY SNOW STORAGE EXHIBIT LP-403 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' LANDSCAPE AREA CALCULATIONS HARDSCAPE AREA (DRIVEWAY):14,280 SF (10,400SF) REQUIRED SNOW STORAGE AREA (DRIVEWAY): 1,428SF (1,040SF) PROVIDED SNOW STORAGE AREA (DRIVEWAY): 3,300SF (1,060SF) PAVED SURFACES ON LOTS 1 & 2 ARE TO BE SNOW MELTED SCALE: 1” = 10’-0” N 0 4 10 20LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 138 L.006 LIONSHEAD CIRCLE RESIDENCE | MAY 2025 CHARACTER IMAGRY LIFT HOUSE VAIL 21 WESTWIND VANTAGE POINT GARAGE L I O N S H E A D C I R TRASH BIKES FIRE TURN FIRE PLACE FIRE PITS SPA SPA LANDSCAPE | REFERENCE IMAGERY SCALE: 1” = 12’-0” 0’ 6’ 12’24’ LIONSHEAD CIRCLE RESIDENCE | JULY 2025 CONCEPTUAL DESIGN ILLUSTRATIVE NORTH NOTES: PLANS ARE CONCEPTUAL AND SUBJECT TO CHANGE. DRAWINGS ARE NOT BASED ON SURVEY. NOT FOR CONSTRUCTION. LIFT HOUSE VAIL 21 WESTWIND VANTAGE POINT GARAGE L I O N S H E A D C I R BIKES FIRE TURN LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 139 L.007LANDSCAPE | SITE WALL TYPE EXHIBIT EX-GAS EX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBY EAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING 2'-0" 2 ' - 6 " 2'-0" 3'-8" WALL TYPE EXHIBIT LP-404 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O DE S I G N R E V I E W B O A R D S U B M I T T A L BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M TA / E S 08/27/25: DRB 01 R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' SITE WALL DIAGRAMEXISTING WALL TO REMAIN AND CONNECT TOEXISTING WALL TO BE REPLACEDWALL REQUIRED FOR PARKING GARAGE ACCESS WALL REQUIRED FOR ADA ACCESSIBLE CIRCULATION LANDSCAPE PLANTER LESS THAN 3 FEET RETAINING WALL FOR FIRE TURN AROUND, 2 FEET FROM PROPERTY LINE EX-GAS EX-GAS EX-GAS E X - S S E X - S S E X - S S E X - S S E X - S S E X - W E X - W E X - W EX-CABLE EX-SS EX-SS EX- W E X - T EX - T EX - U E E X - U E EX-CABLE WEST TOWER LOBBY EAST TOWER GARAGE ENTRY ENTRY DRIVE VANTAGE POINTVAIL CONDOS WESTWIND ATVAIL THE LIFTHOUSE THE LIFTHOUSE VAIL 21 L I O N S H E A D C I R C L E VANTAGE POINTVAIL CONDOS VAIL 21PARKING LIFTHOUSEPARKING 2'-0" 2 ' - 6 " 2'-0" 3'-8" WALL TYPE EXHIBIT LP-404 OWNER: DATE: SHEET TITLE: CH E C K E D B Y : DR A W N B Y : LI O N S H E A D C I R C L E R E S I D E N C E 50 0 & 5 3 4 E L I O N S H E A D C I R VA I L , C O PL A N N I N G A N D E N V I R O N M E N T A L C O M M I S S I O N - W O R K S E S S I O N BATTLE MOUNTAIN, LLC 9744 N. CONANT AVE KANSAS CITY, MO 64153 816.436.3111 AR / G M AR 06/23/25: PEC 07/15/25: PEC 08/18/25: PEC R NOT FOR CONSTRUCTION 409 MAIN STREET SUITE 207 P.O. BOX 2320 FRISCO, CO 80443 P 970.368.7068 NORTH 0 2010 40 SCALE 1" = 20' SITE WALL DIAGRAM EXISTING WALL TO REMAIN AND CONNECT TO EXISTING WALL TO BE REPLACED WALL REQUIRED FOR PARKING GARAGE ACCESS WALL REQUIRED FOR ADA ACCESSIBLE CIRCULATION LANDSCAPE PLANTER LESS THAN 3 FEET RETAINING WALL FOR FIRE TURN AROUND, 2 FEET FROM PROPERTY LINE SCALE: 1” = 10’-0” N 0 4 10 20LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 140 LT.001LIGHTING | OVERALL LIGHTING PLAN F3F3 F3F3 F3F3 F3F3 F3F3 F3F3 F3F3 F3F3 F3F3 F3F3 F3F3 F3F3 F3F3 F4F4 F4F4 F3F3 F3F3 F1F1 F1F1 F1F1 F1F1 F1F1 F1F1 F1F1 F1F1 F1F1 F1F1 F1F1 F5F5 F5F5 F5F5 F5F5 F5F5 F5F5 F6F6 F7F7 F2F2 F2F2 F5F5 F5F5 F5F5 F2F2F2F2 F4F4 F4F4 F4F4 F4F4 F4F4 F4F4 F4F4 F4F4 F4F4 F4F4 TYPICAL STEP LIGHT, MH = 18" AFG TYPICAL ILLUMINATED BOLLARD, 42" OAH TYPICAL RECESSED DOWNLIGHT AT ENTRY CANOPIES TYPICAL TOWN OF VAIL STANDARD POST TOP TYPICAL WALL MOUNTED DOWNLIGHT, MH = 9'-0" AFG TYPICAL HANDRAIL LIGHT, LOCATED AT BOTTOM OF HANDRAILS TYPICAL LINEAR CONCEALED UNDER STAIR TREADS ARM-MOUNTED AREA LIGHT, MH = 14'-0" AFG F9F9LIGHTING INTEGRATED INTO SCREEN WALL F1F1 F1F1 F1F1 F1F1 F2F2 F2F2 LIGHTING FOR EXIT DOORS BELOW F3F3 F3F3 F4F4 F4F4 1.2.3.ALL OUTDOOR LIGHTING SHALL COMPLY WITH TOWN OF VAIL CODE CHAPTER 14, SECTION 10-7.ALL LIGHTING SHALL BE 3000K COLOR TEMPERATURE AND 80+ CRI.LIGHTING AND CONTROLS SHALL COMPLY WITH IECC 2024.SITE LIGHTNG GENERAL NOTES: IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2025 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 7600 E ORCHARD ROAD SUITE 250-S GREENWOOD VILLAGE, CO 80111 P: 303.796.6000 The FUTURE. Built Smarter www.imegcorp.com AGENCY APPROVAL REVISIONS PROFESSIONAL SEAL No. Date Revision / Issue DISCLAIMER SHEET INFORMATION Date Project # Drawn Checked Approved SHEET TITLE SCALE Scale: SHEET NUMBER Issue PRELIMINARY NOT FOR CONSTRUCTION PROJECT #25001756.00 As indicated 7/ 1 0 / 2 0 2 5 4 : 2 2 : 0 0 P M OZ ArchitectureVail, COLegacy & Elevation/ Vail,Colorado E.001 SITE LIGHTING PLAN Approver Checker Author 25001756.00 Issue Date Project Status Le g a c y & E l e v a t i o n / V a i l , C o l o r a d o 25 0 0 1 7 5 6 . 0 0 NO R HT 1" = 20'-0"1 SITE LIGHTING PLAN SCALE: 1” = 10’-0” LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 N 0 4 10 20 141 LT.002LIGHTING | LIGHTING SPECIFICATION CUT SHEETS LIONSHEAD CIRCLE RESIDENCES | DRB SUBMITTAL | 2025.08.27 142 2025 Vail Fire & Emergency Services DRB Plan Submittal Requirements 1 New Building/Remodel Plan DRB Submittal Checklist Submittal Process: Effective January 1, 2025, all plan submittals must include this completed checklist with DRB submittals and uploaded to the documents section of Project Dox. Besides all other applicable International Fire Codes, NPFA Standards, and other ICC codes, the following items are required for a New Building/Remodel Plan DRB Submittals for VFES Fire Code Officials to review a building plan properly. Failure to provide the following may require a plan to be marked as “Corrections Required” and require a resubmittal. All submittals shall specifically be labeled plan sheets that are detailed to the following requirements: Project Name: Commercial Project Residential Project Fire Sprinkler (New) New Project Remodel Project Fire Sprinkler (Retrofit) General DRB Drawing Submittal Requirements for Fire Review: Electronic plans in .pdf format. Please submit files in an unlocked and unsecured state for plan review The building construction type(s), separation requirement(s), intended occupancy use, type fire sprinkler system o Fire Sprinkler Retrofit will follow TOV IRC Amended Code R309.1.1 and R309.2.1 The building(s) total square footage, including all levels and calculated fire- flow requirements per IFC, Appendix B The building(s) general overall height and each level to the lowest level of fire department access roadway(s) Fire apparatus access roads and turnaround areas per IFC Sections 503 through 503.6 and Appendix D 143 2025 Vail Fire & Emergency Services DRB Plan Submittal Requirements 2 Firefighters access walkways from fire apparatus access roads to exterior doors and openings per IFC Sections 504.1through 504.3 Fire hydrant locations (existing or new), illustrating distances to the building(s) front side, spacing between each hydrant, per IFC Appendix C Snow management plan for fire apparatus access road(s), hydrant(s), firefighter pathway(s), egress path (s) buildings FDC(s) and utility isolation control(s) Landscape areas near or around fire apparatus access roads and walkways – illustrating the mature state of the landscape Landscape management written plan for fire apparatus access road(s), hydrant(s), firefighter pathway(s), egress path (s), buildings FDC(s), and utility isolation control(s) – Provide in Documents Section of Project Dox at time of building permit Buildings egress discharge(s) to public way Proposed vegetative and landscape roof designs When applicable, the location of Fire Command Center(s), per IFC Section 508 Proposed location of fire sprinkler riser room and FDC proposed location(s) Locations of gas meter(s) and main electrical meter(s), per Town of Vail Amended Code Proposed location of outdoor fireplace features, heaters, cooking appliances, or any other open flame devices Proposed locations of Electric Vehicle Charging Stations and main isolation switch(s) Proposed locations of Powered Micromobility Devices storage and charging area(s), per IFC 322.4 Proposed locations Energy Storage System and main isolation switches When applicable, the building(s) stationary generator and fuel type and the exhaust location Proposed locations Solar Photovoltaic (PV) Power Systems and access points Proposed locations Emergency and standby power systems (generators) and fuel type, per IFC Section 1203, NFPA 70, 110, and 111 Any other relevant information at the DRB stage for fire review 144 8/27/2025 Page 1 of 6 3003 LARIMER ST (303) 861-5704 DENVER, CO 80205 OZARCH.COM 08-27-2025 Fire & Emergency Services 2399 North Frontage Road West Vail, CO 81657 RE: New Building Plan DRB Submittal 1. Electronic plans in .pdf format. Please submit files in an unlocked and unsecured state for plan review. Confirmed, please see linked submittal 2. The building construction type(s), separation requirement(s), intended occupancy use, type fire sprinkler system. Please refer to Building Code Summary on sheet G.001. 3. The building(s) total square footage, including all levels and calculated fire-flow requirements per IFC, Appendix B. Please refer to Building Code Summary on sheet G.001 for building total square footage. Per Appendix B of the IFC, B104.1, Exception 1. The fire -flow calculation area of buildings of Types IA and IB construction shall be the area of the three largest successive floors. The 3 largest successive floors are P3 – P1 and total 71,806 sf. Table B105.2 - Required Fire Flow for Buildings other than 1 and 2 Family Dwellings, Group R-3 and R-4 Automatic Sprinkler System Min. Fire Flow (gpm) Flow Duration (hours) Section 903.3.1.1 IFC 25% of the value in table B105.1(2) (3,000 gpm) B105.1(2) at the reduced flow rate *the reduced fire flow shall not be less than 1,000 gpm Table B105.1(2) Reference Table for Tables B105.1(1) and B105.2 Fire-Flow Calculation Area (sf) Fire Flow (gpm) Flow Duration (hours) 70,901-83,700 3,000 x 0.25= 750* 2 *per table B105.2, the reduced flow rate cannot be less than 1,000 gpm Per Appendix B, the fire flow is 1,000 gpm with a flow duration of 2 hours. 4. The building(s) general overall height and each level to the lowest level of fire department access roadway(s). Please refer to Building Code Summary on sheet G.001. 5. Fire apparatus access roads and turnaround areas per IFC Sections 503 through 503.6 and Appendix D. Please refer to sheet A.053 Fire Access Diagrams for access roads and turnaround areas. Turning Performance Analysis is per the Pierce 100AAT Aerial Fire Truck. 145 8/27/2025 Page 2 of 6 Per IFC 503.1.1 Building and Facilities, the fire apparatus access shall extend to within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. Exceptions: 1. The fire code official is authorized to increase the dimension of 150 feet where any of the following conditions occur: a. The building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. The fire apparatus access does not extend to within 150 feet of all portions of the facility or exterior walls of the first story of the building. There is a 91’ portion of the building that is not within the 150 foot fire apparatus access. Please consider Exception 1.a. of the IFC in this instance as the building will be equipped with an approved automatic sprinkler system. 503.2.1 Dimensions Fire apparatus access roads shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches (4115 mm). All fire apparatus access roads are a minimum 20 feet wide and no building projections extend into fire apparatus access roads. D103.1 Access road width with hydrant No hydrant is located on the fire department access road D103.2 Grade Fire apparatus access roads shall not exceed 10% grade Confirmed, refer to sheet C.002 D103.4 Dead ends Dead-end fire apparatus access roads in excess of 150' shall be provided with width and turnaround provisions in accordance with Table D103.4 Turnaround provisions per Table D103.1 are not required. Refer to sheet A.053 for fire apparatus access turnaround and dimensions. D103.6.1 Roads 20 to 26 feet in width Fire lane signs as specified in Section D103.6 shall be posted on both sides of fire apparatus access roads that are 20 to 26 feet wide Signs are indicated on both sides of the fire apparatus access, please refer to sheet A.053. D104.1 Buildings exceeding 3 stories or 30 feet in height Buildings or facilities exceeding 30 feet or three stories in height shall have not fewer than two means of fire apparatus access for each structure. Fire apparatus access roads are provided to the South and East (East Lionshead Circle) of the building. 146 8/27/2025 Page 3 of 6 D104.2 Buildings exceeding 62,000 square feet in area Buildings or facilities having a gross building area of more than 62,000 square feet shall be provided with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 sf that have a single approved fire apparatus access road with all buildings are equipped throughout with approved automatic sprinkler systems. Fire apparatus access roads are provided to the South and East (East Lionshead Circle) of the building. The building is equipped with an approved automatic sprinkler system. D105.1 Aerial Fire Apparatus Access Roads Where the vertical distance between the grade plan and the highest roof surface exceeds 30 feet, approved aerial fire apparatus access roads shall be provided. For purposes of this section, the highest roof surface shall be determined by measurement to the eave of a pitched roof, the intersection of the roof to the exterior wall, or the top of parapet walls, whichever is greater. Exception: where approved by the fire code official, buildings of Type IA, IB or IIA construction equipped throughout with an automatic sprinkler system in accordance with Section 903.1.1 and having firefighter access through an enclosed stairway with a Class I standpipe from the lowest level of fire department vehicle access to all roof surfaces. As noted in the Building Code Summary, the Building Construction Type is IB and is equipped throughout with an approved automatic sprinkler system. There is also firefighter access through several enclosed stairways that can be equipped with a Class I standpipe at the lowest level of fire department access. Please consider the Exception. 6. Firefighters access walkways from fire apparatus access roads to exterior doors and openings per IFC Sections 504.1through 504.3. 504.1 Required Access Exterior doors and openings required by this code or the IBC shall be maintained with ready access for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings shall be provided where required by the fire code official. Emergency access is provided around the entire building at grade. All paving for walkways is snow melted to maintain year-round access. Please refer to sheet A.053 for emergency access points to building and sheet A.052 for snow melt area diagram. 504.2 Maintenance of exterior doors and openings. Exterior doors and openings shall not be eliminated without prior approval. Exterior doors that have been rendered nonfunctional and that retain a functional door exterior appearance shall have a sign affixed to the exterior side of the door with the words "THIS DOOR BLOCKED." The sign shall consist of letters having a principal stroke of not less than 3/4" wide and not less than 6" high on a contrasting background. Required fire department access doors shall not be obstructed or eliminated. Exit and exit access doors shall comply with Chapter 10. Access doors for high-piled combustible storage shall comply with Section 3206.7. No doors are to be eliminated at this time since this is a new building. 504.3 Stairway access to roof 147 8/27/2025 Page 4 of 6 New buildings four or more stories above grade plane, except those with a roof slope greater than 4 units vertical in 12 units horizontal, shall be provided with a stairway to the roof. Stairway access to the roof shall be in accordance with Section 1011.12. Such stairways shall be marked at street and floor levels with a sign indicating that the stairway continues to the roof. Where the roof is a vegetative roof, includes a landscaped roof area, or is used or for other purposes, stairways shall be provided as required for such occupancy classification. Stairway access is provided from the fire department access to the roof deck on the west tower. No other roofs are accessible because the slope is greater than 4/12. There is a small percentage of roof that is low slope roof. Please refer to roof plan on sheet A.108. 7. Fire hydrant locations (existing or new), illustrating distances to the building(s) front side, spacing between each hydrant, per IFC Appendix C Appendix C - Fire Hydrant Locations and Distribution Table C102.1 Required Number and Spacing of Fire Hydrants* Fire Flow Req. (gmp) Min. # of Hydrants Average Spacing between Hydrants (feet) Max. distance from any point on street or Road Frontage to a Hydrant 1,750 or less 1 500 250 *The fire code official is authorized to modify the location, number and distribution of fire hydrants based on site-specific constraints and hazards **A 50% spacing increase shall be permitted where the building is equipped throughout with an approved automatic sprinkler systemin accordance with Section 903.3.1.1 of the IFC Please refer to sheet A.053 for existing fire hydrant locations and distances. 8. Snow management plan for fire apparatus access road(s), hydrant(s), firefighter pathway(s), egress path (s) buildings FDC(s) and utility isolation control(s) Please refer to sheets A.052, A.053, and A.060 for fire apparatus access roads, hydrant locations, firefighter pathways, egress paths, building FDC’s and utility isolation controls. All hardscape surfaces and walkways on the site will be snow melted to allow for year-round ingress and egress for emergency activities. Emergency Power Off (EPO) will be located at the northeast corner of the building next to the utility meters. Please refer to sheet A.053. 9. Landscape areas near or around fire apparatus access roads and walkways illustrating the mature state of the landscape Please refer to landscape sheets indicating planting. All planting is depicted is at the mature state. 10. Landscape management written plan for fire apparatus access road(s), hydrant(s), firefighter pathway(s), egress path (s), buildings FDC(s), and utility isolation control(s) – Provide in Documents Section of Project Dox at time of building permit. Landscape management written plan will be provided at time of building permit. 148 8/27/2025 Page 5 of 6 The Lionshead Circle Residences project features extensive landscaping in the areas surrounding the proposed building that integrates into Vail Village and Lionshead Circle. The building uses raised planters to add pedestrian scale and seasonal vibrancy, placing shrubs and perennials to the extent practicable while following WUI, Fire-resistance, & Town best practices. The planting palette is included in this submittal’s drawings and focuses on high alpine native plantings that are drought tolerant and commonly used throughout the Village for consistency. Landscape is enhanced at building entry points and focused pedestrian circulation nodes. Most of the southern portion of the site is dedicated to fire and vehicular access. This area features enhanced pavers and low retaining wall planters around the perimeter. To the south, this area steps down and features both step and ramp access. To the West, a ground-level landscape area features larger trees. Plant material shown is at mature size, to address Fire Department concern to any interference with aerial apparatus access. Plants have been chosen so that they will not interfere with Fire department access needs. The rooftop features an outdoor deck with multiple amenities. Two spas, a sauna, kitchen, firepit and multiple lounge and table seating options fill this space. The roof deck will be raised around the spas, to increase the water depth and avoid lowering ceilings to floor below. Materials will match architecture and take inspiration from ‘Modern Mountain’ design aesthetics, featuring clean lines, natural stone and other enhanced finishes. 11. Buildings egress discharge(s) to public way Please refer to sheets A.060 and A.061. 12. Proposed vegetative and landscape roof designs Please refer to sheet A.001 for roof plan indicating landscaped areas. 13. When applicable, the location of Fire Command Center(s), per IFC Section 508 Fire Command Center not required because the building is not a high rise or larger than 500,000 sf per 2024 IBC 14. Proposed location of fire sprinkler riser room and FDC proposed location(s) Locations of gas meter(s) and main electrical meter(s), per Town of Vail Amended Code Fire sprinkler riser room is located on the southeast corner of Level P2. It is directly across the drive aisle to the northeast stairs that opens to the exterior at grade which allows easy access to Lionshead Circle Drive, please refer to sheet A.099. Fire Department Connection (FDC), Gas and Electrical Meters are located on the northeast corner of the building. Please refer to sheet A.053 for location. 15. Proposed location of outdoor fireplace features, heaters, cooking appliances, or any other open flame device. Please refer to sheet A.001 and A.107 for roof deck amenities which include (1) gas fireplaces and (2) grills. Heaters will be located on the noncombustible trellis over the east side of the roof deck as well. Please refer to sheet A.101 for outdoor deck at level 1 which will include (1) gas fireplace and heaters. There are (2) large balconies on level 6 that will include some landscaping, (2) grills, and a noncombustible trellis, please refer to sheet A.106 149 8/27/2025 Page 6 of 6 16. Proposed locations of Electric Vehicle Charging Stations and main isolation switch(s). Electrical Vehicle and Electric Vehicle Capable Charging Stations are indicated on levels P1-P3, please refer to sheets A.098 – A.100. The 8 required Electrical Vehicle Charging Stations are located as close to the garage entrance as possible in case of an emergency. The 80 required Electric Vehicle Capable stalls are located as close to the entrance as well and extend down into level P3. An Emergency Power Off will be located on the northeast corner of the building at level 1, please refer to sheet A.053. 17. Proposed locations of Powered Micromobility Devices storage and charging area(s), per IFC 322.4. Powered Micromobility Device storage is preliminarily located at the Fire Access Drive Level (P1), please refer to sheet A.053. Doors with direct access to the Fire Access Drive are provided. 18. Proposed locations Energy Storage System and main isolation switches. No energy storage locations are proposed. 19. When applicable, the building(s) stationary generator and fuel type and the exhaust location. Generator is located on level P1 near the garage entry and next to the stair core on the northeast corner of the site, see sheet A.099. The generator fuel type is Deisel, and the exhaust location will be at the roof. 20. Proposed locations Solar Photovoltaic (PV) Power Systems and access points. No PV Power Systems are planned for the development currently. 21. Proposed locations Emergency and standby power systems (generators) and fuel type, per IFC Section 1203, NFPA 70, 110, and 111. The only Emergency and Standby power system is the generator per item 19 above. Sincerely, OZ Architecture, Inc. Becky Stone Partner 150 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:Telemark Ventures LLC 2025 (New Construction)Application Number:DRB25-0343 Application Type:New Construction Date Applied:08/20/2025 Project Description: A request for the final review of a design review application for the new construction of the Lionshead Circle Residences, located at 500 and 534 East Lionshead Circle, Lots 1 and 2A, Tracts M, L & K, Block 1, Vail Lionshead Filing No. 1. CONTACTS Contact Type:Applicant Full Name:Ruther Associates LLC (George Ruther) Address:PO Box 6516 P.O. Box 6516 Vail, CO 81658-6516 Phone:9703762675 Contact Type:Property Owner Full Name:TELEMARK VENTURES LLC Address:Phone:None Contact Type:Property Owner Full Name:BATTLE MOUNTAIN LLC LAUNCH DEVELOPMENT INC Address:9744 NW CONANT AVE KANSAS CITY, MO 64153- 1832 Phone:None Project Address:534 E LIONSHEAD CIR (210106308017) Job Site Location: Legal Description:Subdivision:VAIL LIONSHEAD FILING 1 Lot:2 & 3 Block:1 Parcel Number:210106308017 BOARDS/STAFF ACTION Motion By:Kjesbo Action:Approved Second By:Roth Vote:4-0 Date:10/15/2025 Conditions: See attached conditions document. Planner: Greg Roy 151 CONDITIONS OF APPROVAL Community Development Department 75 South Frontage Road West Vail, Colorado 81657 Case No.: DRB25-0343 Project Address: 534 E LIONSHEAD CIR (210106308017) Project Name: Telemark Ventures LLC 2025 (New Construction) Project Description: A request for the final review of a design review application for the new construction of the Lionshead Circle Residences, located at 500 and 534 East Lionshead Circle, Lots 1 and 2A, Tracts M, L & K, Block 1, Vail Lionshead Filing No. 1. 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. 152 Attachment A CONDITIONS OF APPROVAL CASE NO. # DRB25-0343 • With the conditions added by the PEC - End of Conditions - 153 ____________________________________ RUTHER ASSOCIATES LLC P.O. Box 6516, Vail, CO. 81658 (970) 376-2675 george@rutherassociates.com To: Vail Town Council From: Telemark Ventures, LLC and Vail Property Group, LLC, represented by Ruther Associates LLC and OZ Architecture Date: December 16, 2025 Re: TC25-0009 - Appeal of DRB25-0343 – Lionshead Circle Residences I. Purpose The purpose of this memorandum is to provide a written response to the appeal of the unanimous decision of the Town of Vail Design Board approving the design review application (DRB25-0343) for the Lionshead Circle Residences, located at 500 and 534 East Lionshead Circle, Vail, Colorado. According to the Appeal Form filed under TC25-0009, the appellant alleges that the approval of DRB25-0343, 1. “…could forever prevent the Lionshead Redevelopment Master Plan from being fully achieved given Telemark’s negative impact on the ability to potentially ever redevelop the Lionshead Arcade.” 2. “…the Lionshead Redevelopment Master Plan…would not be achieved if the Lionshead Arcade’s redevelopment is negatively impacted as suggested by Telemark’s project being done by itself and perhaps not simultaneously.”, and 3. “…the Town of Vail rules and regulations, Design Review Board rules and regulations, and the Lionshead Redevelopment Master Plan itself…regarding this Board’s power and authority to require rejection of or change to Telemark’s project based on precluding another Lionshead Redevelopment Master Plan component.” Of significance, nowhere in the appellant’s arguments do they allege that the approved Lionshead Circle Residences fail to comply with the adopted architectural design guidelines and standards of the Town of Vail or the adopted architectural design guidelines adopted for Lionshead Village, specifically. II. Background Telemark Ventures, LLC and Vail Property Group, LLC, represented by OZ Architecture and Ruther Associates LLC, submitted a design review application to the Town of Vail Design Review Board for approval of the new Lionshead Circle Residences. The Lionshead Circle Residences is a new multiple-family development containing thirty-seven (37) residential dwelling units in Lionshead Village. The new dwelling units are situated atop a fully enclosed, below-grade parking garage. This new multiple-family development was designed and approved in full compliance with the recommendations of the Lionshead Redevelopment Master Plan and the provisions of the Lionshead Mixed Use 1 District. 154 ____________________________________ A copy of the Town of Vail Planning and Environmental Commission and Design Review Board application submittal materials, approved development plans, and minutes of the public hearings is maintained in the Town of Vail Community Development Department's public records. III. Summary of Compliance with the Adopted Architectural Design Guidelines The applicants submitted the proposed design review application to the Town of Vail Design Review Board at least three times. Each time, the applicant’s design team responded positively to the Board's questions, as shown in the public record. Additionally, the applicant requested a minor design deviation from the adopted Lionshead Architectural Design Guidelines. The process for approving this deviation was followed, demonstrating compliance with the review criteria, and the Town of Vail Design Review Board recommended approval to the Town of Vail Planning & Environmental Commission. Consequently, the Planning & Environmental Commission approved the proposed development plan as presented. Approved Perspective of the Lionshead Circle Residences as Viewed from the Lionshead Village Mall As demonstrated in the approved development plan set, the approved Lionshead Circle Residences comply with the adopted architectural design guidelines. Since the appellant has failed to identify any specific design guideline that is not met, it is difficult for the applicant to address any particular concern or allegation. Generally speaking, however, the approved Lionshead Circle Residences comply with the following requirements: 155 ____________________________________ • The purpose and intent of the adopted architectural design guidelines, • The requirement to establish a base, middle, and top of the building, • The use of exterior materials that match the character of the neighborhood, • The use of earth-toned exterior materials and colors, • A site plan that responds to the existing topography of the development site and surrounding structures. • Roof forms and building masses that are proportionate to existing and future buildings in the nearby area. • A landscape plan that fully adheres to the wildfire reduction recommendations of the Vail Fire Department, and a planting plan that offers visual and aesthetic interest throughout the year and across seasons. • Horizontal and vertical articulation in the building mass to avoid large, unbroken, and monotonous wall surfaces. • Architectural details and features consistent with development near the Lionshead Circle Residences. Approved West Looking Perspective of the Lionshead Circle Residences Once again, it is hard to go beyond general statements because the appellant has not provided specific examples of non-compliance with the established architectural design guidelines. Importantly, the Town of Vail Design Review concluded that the proposed plans met the architectural design guidelines after multiple rounds of review. A complete set of approved development plans is kept in the public record files of the Town of Vail Community Development Department for reference. 156 ____________________________________ IV. Recommended Findings Based on the review of the Appellant’s information presented in the Appeal Form filed under TC25-009, the public record of the development review proceedings of the Design Review Board leading to the unanimous approval of DRB25-0343, and the evidence and testimony presented, the Vail Town Council finds that: 1. The appellant has failed to demonstrate that the Lionshead Circle Residences somehow prevents the future redevelopment of the Lionshead Arcade property, 2. The approval of the Lionshead Circle Residences does not preclude the goals and objectives of the Lionshead Redevelopment Master Plan from being achieved, and 3. The Town of Vail Design Review acted within its authority. In doing so, the Board properly reviewed and approved DRB25-0343, taking into account the applicable elements of the Lionshead Redevelopment Master Plan. Approved Architectural Elevations with Approved Exterior Materials 157