Loading...
HomeMy WebLinkAbout2020-05-11 PECPLANNING AND ENVIRONMENTAL COMMISSION TOWN Of VA10 May 11, 2020, 1:00 PM Virtual 75 S. Frontage Road - Vail, Colorado, 81657 Call to Order 1. 1. Zoom Meeting Registration: Register in advance for this webinar: https://us02web.zoom.us/webinar/register/W N_sBd8bvxSRlObQ6_6RwypHA After registering, you will receive a confirmation email containing information about joining the webinar. 1.2. Attendance Present: Brian Gillette, Rollie Kjesbo, Ludwig Kurz, John -Ryan Lockman, Karen Perez, Henry Pratt, Pete Seibert Absent: None Main Agenda 2.1. A request for the review of a variance from Section 12-6D-8, Density 2 min. Control, Vail Town Code, to allow for a variance to the requirement that a secondary unit in the Two -Family Primary/Secondary Residential zone district not exceed 40% of allowable site GRFA, and a request for the review of a variance from Section 12-15-3, Definition, Calculation, and Exclusions, Vail Town Code, to allow for a variance to the stipulation that basement GRFA deductions apply only to floors within six vertical feet of the lowest level of a structure, both in accordance with the provisions of Section 12-17, Variances, Vail Town Code, located at 775 Potato Patch Drive/Lot 19, Block 1, Vail Potato Patch Filing 1, and setting forth details in regard thereto. (PEC 19-0050) The applicant has requested this item be tabled to the July 13, 2020 PEC meeting. Applicant: Scott Ryan & Foster Gillett, represented by Mauriello Planning Group Planner: Erik Gates Brian Gillette moved to table to July 13, 2020. Rollie Kjesbo seconded the motion and it passed (7-0). 2.2. A request for review of a Minor Subdivision, pursuant to Section 13-4, 20 min. Minor Subdivisions, Vail Town Code, to create a common lot line splitting Lot 1, Middle Creek Subdivision into two separate development lots, located in the vicinity of 145 North Frontage Road West/Lot 1, Middle Creek Subdivision, and setting forth details in regard thereto. (PEC20-0009) Applicant: Town of Vail Planner: Greg Roy Planner Roy introduced the project by showing the location and proposed subdivision line of this request. He then discussed the development standards for the Housing (H) district. Roy stated that Mr. Ruther could not join the meeting but had provided a letter to the Commission. Commissioner Pratt: Asked why the lots were proposed to be split where they were. Roy: From his understanding, it is being separated to separate out uses. Commissioner Perez: Discussed how the resubdivision was likely done in response to getting the property's financing. Commissioner Gillette: Mentioned that in the past, members of the PEC have pushed for environmental impact reports for subdivisions. Roy: Stated that there would be no environmental impact for adding a lot line through an existing lot. Kjesbo: Asked about why this is being pursued. Once again, George is not at the meeting. Kurz: Asked about why George could not attend the meeting. Feels that this is becoming a pattern and that attendance would be more appropriate. No Public Comment Brian Gillette moved to approve. John -Ryan Lockman seconded the motion and it passed (6-1). Ayes: (6) Gillette, Kurz, Lockman, Perez, Pratt, Seibert Nays: (1) Kjesbo 2.3. A request for the review of a variance from Section 12-21-12, Restrictions 20 min. In Specific Zones On Excessive Slopes, Vail Town Code in accordance with the provisions of Section 12-17, Variances, Vail Town Code, to allow for a two-story garage within the front setback, located at 670 Forest Road/Lot7, Block 1, Vail Village Filing 6, and setting forth details in regard thereto. (PEC20-0010) Applicant: 670 Forest Road LLC, represented by KH Webb Architects Planner: Erik Gates 1. This variance approval is contingent upon the applicant obtaining Town of Vail design review approval for this proposal. Planner Gates made a quick presentation on the proposed variance application. Explained purpose behind request and showed proposed renderings. Applicant representative Kyle Webb gives an expounded reasoning on why the owners are requesting the variance. Perez: Are there any other houses with this double stack? Webb: There are several on this street. Kurz: Have we looked at this site before? Gates: Yes, there have been previous applications on this lot, but not for this specific application or configuration. No public comment. Commissioner Comments. Gillette: Agrees with staff. Rollie: No problem at all with the application. Lockman: Well laid out solution. I agree with staff. Perez: Agree with staff, concerned it may be special privilege, but slope makes it acceptable. Pratt: Agree with Perez. Seibert: Agree with staff. Great solution. Kurz: Agreed. Rollie Kjesbo moved to approve with conditions. Brian Gillette seconded the motion and it passed (7-0). 2.4. A request for review of a Major Exterior Alteration, pursuant to Section 12- 60 min. 7J-12, Exterior Alterations or Modifications, Vail Town Code, to allow for the construction of a new hotel and on-site EHUs, located at 1783 North Frontage Road/Lots 9, 10, 11, & 12, Buffer Creek Resubdivision, and setting forth details in regard thereto. (PEC20-0008) Applicant: Vail Hotel Group LLC, represented by Mauriello Planning Group Planner: Erik Gates 1. Approval of this Exterior Alteration is contingent upon the applicant receiving Town of Vail Design Review Board approval for the proposed improvements prior to receiving a building permit. 2. Prior to requesting a Certificate of Occupancy from the Town of Vail, the applicant shall make a contribution of $70,000 to the Town in order to construct a bus shelter, with any remaining funds to be used for Art in Public Places (Al PP). Planner Gates gives an introductory presentation on the proposal. Goes over the history of the site and reviews the proposed plans. Henry: Staff is treating this as if the Roost was still there and not a green site? Gates: We are reviewing it as if the Roost was a previous use for housing requirements. Dominic Mauriello, the applicant representative gives a presentation on the proposal. Lockman: What's the height of underground access? Questions the practicality of the trash removal. Dominic: Dumpsters on wheels, allows for them to be moved for easy access for dump truck. All done below grade. Lockman: Can you, Erik, explain the "net new credit" for the Roost site? Gates: Code provision requires "net new" commercial linkage and considers the Roost as a previous use so they only need to provide for the difference between the two. Spence provides further details on "net new" provision. Gillette: The yellow hashing on frontage road, do we have stuff like that in other areas of town? Dominic: Not the best on that, but there are other areas that have that lining. Gillette: Concerned that it could be ineffective after snow cycle. Would a median be better? Tom Kassmel, Town Engineer, gave reasoning for why those left turn lanes are required. Gillette: If hashing is temporary and fades, could we just not do it? Kassmel: Yes, we could not do it and just have that space for asphalt. Perez: New bust stop going in, is that just for one way? Dominic: Just replacing a bust stop that is just a sign with one that has an enclosure. Only going westbound. Lockman: What about east bound? Kassmel: Closest eastbound stop is Timber Ridge or Safeway. Perez: W hat is the fastest way to get to the ski hill from here for employees? Kassmel: We don't want to put one across the street with no safe way to cross. Not a lot of room on opposite side of street. Kurz comments on the public inputs that were received on record. Gives Dominic chance to address the one negative letter. Dominic explains where that comment came from and the reasoning that they still included the walkway. Kurz asks for public comment. Chris Wombolt 1860 Meadow Ridge Road #8: 1 appreciate the new rendering. For that sidewalk, would we have to cut down those evergreens along the side? Dominic: Some may not be able to be saved. Some are beyond the property that will be saved. A lot of utility work that will have to impact that area, so trees removed are not just for the sidewalk. Wombolt: Where on the plan is the garage exhaust fan? Dominic: Our architect may be able to answer that. Adam Ford, Architect: The plan is to have a well on the east side and another on the northwest corner of the building and will be a window well with a grate. Nothing above ground. It would be back towards Meadowbrook Road and another on the east side at back of hotel. Wombolt: That will be by our dumpster and pushing towards our building. Ford: Not sure where your building is located. Wombolt: Previous designer agreed to put fan out front and by hill on east side. We don't want to be breathing garage air. Ford: We can look at that in mechanical design. Wombolt: There currently is a lot of drainage in that area by the front. Will be by the front of the building and we're worried it will end up in our basement. Kurz: Sounds like engineering issues Spence asks for Kassmel's comments in regard to that concern. Gates repeats the concern for record. Kassmel: Typically, what would happen would be under drains that would draw groundwater towards foundation and discharge into storm sewer. Very unlikely underground water would go offsite and there are surface drains that would capture surface drainage. Jamie and Adam Merriman Mustang Townhomes, duplex behind proposed building: Concerns with the architecture in the rear that faces their property and that it will be a dull background. Dominic: The biggest difference is that there will be no decks or balconies on the back. The previous applications found that neighbors didn't want to see that. There will be stone, building relief, bracings, and should be of same caliper as the front without the decks. Gates shares his screen to show color rendering of the rear. Merriman: Is there an outbuilding or electrical building that will create a humming noise on the east side of the rear? Gillette: Like an AC condenser? Merriman: Something like that, we just see the building and hear it. Don't know the appliance within. Is there going to be something there that will make that noise? Dominic: Don't believe there is an outbuilding. We'll be within what is allowed by Town code for noise and should actually reduce noise from highway. Merriman: Repeats the concern on venting from Wombolt about where the vent comes out. Wendy Erb 1819 Meadow ridge Road Apt G, Hillside Condominiums: If concerned about the environment for this project the exhaust coming out to that back road will be hitting the condo balconies where we live. That would not be good for neighborhood or environment. On noise, we've become used to traffic noise and believe that mechanical noise closer would be a negative change. Not sure of the level of noise to be expected from something in the back of the building, but it will be a major impact to people living on meadow drive. Kurz points out that noise levels would have to abide by limits in Town Code Erb: I take some issue with what Dominic states that this building wouldn't be far above the frontage road. We believe the building would be two to three stories above Meadow Ridge Road, which would be a significant amount. Would cast shadow on the road in the winter which would be the most problematic time for that to happen. Wonderful that there will be a bus stop at the hotel. Has concerns that the shuttle will shut down and it will overload the Town bus if that happens. References a previous application and concerns about those issues and if that would be the same in this case. Merriman: Will there be construction traffic on Meadow Ridge Road and how long will construction last? Dominic: Meadow Ridge Road may not be used for daily construction traffic but could see some traffic for items needed on the rear. An 18 -month construction staring in spring of 2021 is expected. Erb: We have trucks that turn around in our driveway which creates wear and tear on that surface. If there is any traffic on that road we would like a guarantee that there will be no trucks turning around in there. It is not a public driveway. Gates: Construction would not be allowed to utilized other private property. If they use your driveway, please contact Code Enforcement. Erb: We want a fine and every instance be fined. Kurz closes public input. Offers Dominic a chance to comment. Dominic: As stated a lot of the comments are addressed either in Town Code or the requirements in Town Code. Perez: The SDD expired in February, correct? Staff: Yes. Perez: So that is not being used as a baseline? Staff clarifies that the expired SDD is not the baseline and the Roost is the baseline. Seibert: The developers are commended to not have to go larger than the previous plan. It looks like it meets code with the conditions. Pratt: What a tremendous improvement from the last application. In response to the public comments, I do not see the generator on the plans which will be necessary. Needs to be looked at where that is before final approval. Perez: Echoing Pratt's comments. Roost is the baseline, not a previous SDD. Lockman: Concur with previous comments. Best design we've seen so far with bus stop, turn lanes, smaller building, and no variances needed. Kjesbo: Appreciate the neighbor comments and good points on the exhaust. Don't think water will be a problem and the water should be mitigated on site. Marriott should have shuttles and it is in their best interest. I would like to see the shadowing pulled up so we can see where the shadows will be different times of the year. Gates bring up the images. Gillette: My experience with that road is that it is steep and gets western sun that thaws and freezes at the bottom where it flows. Kjesbo: On the whole I like the project Gillette: I agree with staff's recommendation and commissioners. Maybe add some conditions. One, that exhaust or mechanical equipment be located away from neighbors and that DRB look at medians. Kurz: Echo the previous comments. Made a note that I have the same concern as Merriman that back of building compared to front is less detailed and more plain. Need to look at issues of noise and exhaust to protect neighbors. Dominic: With respect to exhaust the mechanical features are located within the building and just have a grate or vent. There are restrictions on where they can be located, so just want to be cognizant of where those can go if any more conditions are added. Spence agrees it could be difficult to condition that and there are Town Codes to address those issues. Rollie Kjesbo moved to approve with conditions. Karen Perez seconded the motion and it passed (7-0). 3. Approval of Minutes 3.1. April 27, 2020 PEC Results Brian Gillette moved to approve. Rollie Kjesbo seconded the motion and it passed (7-0). 4. Informational Update 4.1. Following a presentation by the Climate Action Collaborative on green 30 min. building code recommendations, Staff requests a focused discussion on adoption of construction and demolition (C & D) waste diversion standards, seeking the expertise and input from the PEC as Town Council and Staff are interested in pursuing regulations around C & D waste diversion in Vail. Applicant: Town of Vail, represented by Beth Markham Planner: Markham introduces Kim Schlaepfer and the general presentation on what is being requested of PEC. Schlaepfer introduces herself and a presentation on Climate Action Plan, Building Code Task Force, and the proposed goals. Markham go over some more goals. Shows where the Town is on reaching the current goals. Asks for PEC's input on the presented items. Perez: Can you tell which properties would be affected by #11? Schlaepher: Most of those properties would be in unicorporated Eagle County. Perez: I see liability with imposing something like that. Spence asks for Markham to expound on the Environmental departments work on this topic. Markham lists out what Peter Wadden has been doing on the topic. Kristen Bertuglia explains the stream setbacks that Peter Wadden is currently working on. Gillette: For this final CMW diversion rates, how would a contractor know what their diversion rate would be? Markham: would be assisted by haulers on weight of wastes and how much of that was diverted. Gillette: Get how that works for new construction, but doesn't see how that works for a remodel situation and needs to have a threshold of whether for new construction or remodels and what size of jobs would need to record those numbers. Markham lists some ideas of how some smaller projects could utilize multiple dumpsters to implement it. Schlaepher: No specific size threshold at this time, but that there could be ways to do it for all projects. Kjesbo: Agree with the plan, but there are a lot of practicality questions. Tight sites make it impossible to have multiple dumpsters on site. Gives examples of how it would be difficult to comply. Perez: Echoes concerns of Rollie. See issues of practicality for construction. Gillette: The key is space, which is difficult in Vail. This would need to be worked out with haulers on how it would happen with special dumpsters and when they tip them. Kjesbo: Curious why this didn't go to Building appeals board before PEC? Spence: This is informational, and will go to them next. Bertuglia explains why it was brought to PEC first. Lockman describes difficulties and relates it to the recycling program that was put in place and the approach that needs to happen to give this proposal a way forward. Discussion takes place between commissioners on the efficacy of trucking for smaller projects with less materials. Could there be some Town provided dump sites for smaller projects. Gillette adds that something with a minimum value would be good to have a threshold to have for these regulations. Pratt agrees and adds that he would see it be a higher valuation. Rollie expresses the difficulty that it would impose on small projects. After further discussion Kurz adds that he appreciates the comments from commissioners in the field and thanks staff for their time. Gillette has more questions on solar ready provisions and input from other commissioners discusses if it would be better to have solar ready only for certain sites. Discussion takes place on peak demand, 200 -amp ready homes, efficiency of electric boilers, electric heaters, all electric houses, and the viability. 5. Adjournment Rollie Kjesbo moved to adjourn. Brian Gillette seconded the motion and it passed (6-0). Absent: (1) Perez The applications and information about the proposals are available for public inspection during regular office hours at the Town of Vail Community Development Department, 75 South Frontage Road. The public is invited to attend the project orientation and the site visits that precede the public hearing in the Town of Vail Community Development Department. Times and order of items are approximate, subject to change, and cannot be relied upon to determine at what time the Planning and Environmental Commission will consider an item. Please call (970) 479-2138 for additional information. Please call 711 for sign language interpretation 48 hour prior to meeting time. Community Development Department City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: ITEM/TOPIC: Zoom Meeting Registration: Register in advance for this webinar: https:Hus02web.zoom.us/webinar/register/WN sBd8bvxSRIObQ6 6RwypHA After registering, you will receive a confirmation email containing information aboutjoining the webinar. City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: ITEM/TOPIC: Attendance City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: May 11, 2020 ITEM/TOPIC: A request for the review of a variance from Section 12-6D-8, Density Control, Vail Town Code, to allow for a variance to the requirement that a secondary unit in the Two -Family Primary/Secondary Residential zone district not exceed 40% of allowable site GRFA, and a request for the review of a variance from Section 12-15-3, Definition, Calculation, and Exclusions, Vail Town Code, to allow for a variance to the stipulation that basement GRFA deductions apply only to floors within six vertical feet of the lowest level of a structure, both in accordance with the provisions of Section 12-17, Variances, Vail Town Code, located at 775 Potato Patch Drive/Lot 19, Block 1, Vail Potato Patch Filing 1, and setting forth details in regard thereto. (PEC19-0050) The applicant has requested this item be tabled to the July 13, 2020 PEC meeting. City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: May 11, 2020 ITEM/TOPIC: A request for review of a Minor Subdivision, pursuant to Section 13-4, Minor Subdivisions, Vail Town Code, to create a common lot line splitting Lot 1, Middle Creek Subdivision into two separate development lots, located in the vicinity of 145 North Frontage Road West/Lot 1, Middle Creek Subdivision, and setting forth details in regard thereto. (PEC20-0009) OTTOCHMFNTS- File Name PEC20-0009 Staff Memo.pdf Attachment A. Vicinity Map.pdf Attachment B. Final Plat.pdf Description Staff Report Attachment A. Vicinity Map Attachment B. Final Plat Attachment C. Applicant Letter of Support Middle Creek Minor Subdivision 05112020.pdf Attachment C. Applicant Letter of Support TOWN OF Memorandum TO: Planning and Environmental Commission FROM: Community Development Department DATE: May 11, 2020 SUBJECT: A request for review of a Minor Subdivision, pursuant to Section 13-4, Minor Subdivisions, Vail Town Code, to create a common lot line splitting Lot 1, Middle Creek Subdivision into two separate development lots, located at 145 and 129 North Frontage Road, Middle Creek Subdivision and setting forth details in regard thereto. (PEC20-0009) Applicant: Town of Vail represented by George Ruther Planner: Greg Roy I. SUMMARY The applicant, Town of Vail, represented by George Ruther, Housing Director, is requesting the review of a Minor Subdivision, pursuant to Section 13-4, Minor Subdivisions, Vail Town Code, to create a common lot line splitting Lot 1 Middle Creek Subdivision into two separate development lots, located at 145 and 129 North Frontage Road, Middle Creek Subdivision to allow for a separation of one lot into two lots. Based upon staff's review of the criteria outlined in Section VII of this memorandum and the evidence and testimony presented, the Community Development Department recommends approval of this application, subject to the findings in Section VIII of this memorandum. II. DESCRIPTION OF REQUEST The applicant, Town of Vail, represented by George Ruther, Housing Director, is requesting the review of a final plat to allow for the addition of a property line within Lot 1 to divide the parent lot into Lot 1 and Lot 3 (Lot 2 already exists and is not a part of this plat). If approved, the proposed subdivision would facilitate the creation of two (2) development lots, while maintaining each individual lot's compliance with the Town of Vail Zoning and Subdivision Regulations. The graphic below shows the existing property boundary (blue) with the proposed new property line (orange): Im T21GT A LOT 2 I rs --se b L'_-- INT[RSTA TE HIGMWgy.'��' No. 70 A vicinity map (Attachment A), the Final Plat (Attachment B), and the Applicant Letter of Support (Attachment C) are attached to this report. BACKGROUND The subject property was annexed into the Town of Vail in 1968 with Ordinance No. 8, Series of 1969. The Middle Creek Subdivision was approved in 2003 that created Lots One and Two. Lot Two contains the existing US West Communications Tower while on the current Lot One exists the Middle Creek Housing Complex and Children's Garden of Learning that were constructed in 2003. The proposed lot line would split these two uses onto different lots instead of one lot. IV. APPLICABLE PLANNING DOCUMENTS Staff finds the following provisions of the Vail Town Code relevant to the review of this proposal: Title 12 — Zoning Regulations, Vail Town Code Chapter 6, Article I. Housing (H) District (in part) 12-61-1: PURPOSE.- The URPOSE: The housing district is intended to provide adequate sites for employee housing which, because of the nature and characteristics of employee housing, cannot be adequately regulated by the development standards prescribed for other residential zone districts. It is necessary in this zone district to provide development standards specifically prescribed for each development proposal or project to achieve the purposes prescribed in section 12-1-2 of this title and to provide for the public welfare. Certain nonresidential uses are allowed as conditional uses, which are intended to be incidental and Town of Vail Page 2 secondary to the residential uses of the district. The housing district is intended to ensure that employee housing permitted in the zone district is appropriately located and designed to meet the needs of residents of Vail, to harmonize with surrounding uses, and to ensure adequate light, air, open spaces, and other amenities appropriate to the allowed types of uses. (Ord. 29(2005) § 23: Ord. 19(2001) § 2: Ord. 3(2001) § 2) 12-61-2: PERMITTED USES.- The SES: The following uses shall be permitted in the H district: Bicycle and pedestrian paths. Communications antennas and appurtenant equipment. Employee housing units, as further regulated by chapter 13 of this title. Passive outdoor recreation areas, and open space. (Ord. 12(2008) § 10) 12-61-3: CONDITIONAL USES.- The SES: The following conditional uses shall be permitted in the H district, subject to issuance of a conditional use permit in accordance with the provisions of chapter 16 of this title.- Commercial itle: Commercial uses which are secondary and incidental (as determined by the planning and environmental commission) to the use of employee housing and specifically serving the needs of the residents of the development, and developed in conjunction with employee housing, in which case the following uses may be allowed subject to a conditional use permit.- Automated ermit: Automated teller machines (ATMs) exterior to a building. Banks and financial institutions. Business offices and professional offices, as further regulated by section 12-16-7 of this title. Child daycare facilities. Eating and drinking establishments. Funiculars and other similar conveyances. Town of Vail Page 3 Health clubs. Personal services, including, but not limited to, laundromats, beauty and barber shops, tailor shops, and similar services. Retail stores and establishments. Dwelling units (not employee housing units) subject to the following criteria to be evaluated by the planning and environmental commission.- A. ommission: A. Dwelling units are created solely for the purpose of subsidizing employee housing on the property, and B. Dwelling units are not the primary use of the property. The GRFA for dwelling units shall not exceed thirty percent (30%) of the total GRFA constructed on the property, and C. Dwelling units are only created in conjunction with employee housing, and D. Dwelling units are compatible with the proposed uses and buildings on the site and are compatible with buildings and uses on adjacent properties. Outdoor patios. Public and private schools. Public buildings, grounds and facilities. Public parks and recreational facilities. Public utilities installations including transmission lines and appurtenant equipment. (Ord. 12(2008) § 10) 12-61-4: ACCESSORY USES.- The SES: The following accessory uses shall be permitted in the H district.- Home istrict: Home occupations, subject to issuance of a home occupation permit in accordance with the provisions of section 12-14-12 of this title. Minor arcades. Private greenhouses, toolsheds, playhouses, attached garages or carports, swimming Town of Vail Page 4 pools, or recreation facilities customarily incidental to permitted residential uses. Other uses customarily incidental and accessory to permitted or conditional uses, and necessary for the operation thereof. (Ord. 29(2005) § 23: Ord. 19(2001) § 2: Ord. 3(2001) § 2) 12-61-5: SETBACKS.- The ETBACKS: The setbacks in this district shall be twenty feet (20) from the perimeter of the zone district. At the discretion of the planning and environmental commission, variations to the setback standards may be approved during the review of a development plan subject to the applicant demonstrating compliance with the following criteria.- A. riteria: A. Proposed building setbacks provide necessary separation between buildings and riparian areas, geologically sensitive areas and other environmentally sensitive areas. B. Proposed building setbacks will provide adequate availability of light, air and open space. C. Proposed building setbacks will provide a compatible relationship with buildings and uses on adjacent properties. D. Proposed building setbacks will result in creative design solutions or other public benefits that could not otherwise be achieved by conformance with prescribed setback standards. Variations to the twenty foot (20) setback shall not be allowed on property lines adjacent to HR, SFR, R, PS, and RC zoned properties, unless a variance is approved by the planning and environmental commission pursuant to chapter 17 of this title. (Ord. 19(2001) § 2: Ord. 3(2001) § 2) 12-61-6: SITE COVERAGE: Site coverage shall not exceed fifty five percent (55%) of the total site area. At the discretion of the planning and environmental commission, site coverage may be increased if seventy five percent (75%) of the required parking spaces are underground or enclosed, thus reducing the impacts of surface paving provided within a development, and that the minimum landscape area requirement is met. (Ord. 19(2001) § 2: Ord. 3(2001) § 2) 12-61-7: LANDSCAPING AND SITE DEVELOPMENT. At least thirty percent (30%) of the total site area shall be landscaped. The minimum Town of Vail Page 5 width and length of any area qualifying as landscaping shall be fifteen feet (15) with a minimum area not less than three hundred (300) square feet. (Ord. 19(2001) § 2: Ord. 3(2001) § 2) 12-61-8: PARKING AND LOADING.- Off OADING: Off street parking shall be provided in accordance with chapter 10 of this title. No parking or loading area shall be located within any required setback area. At the discretion of the planning and environmental commission, variations to the parking standards outlined in chapter 10 of this title may be approved during the review of a development plan subject to a parking management plan. The parking management plan shall be approved by the planning and environmental commission and shall provide for a reduction in the parking requirements based on a demonstrated need for fewer parking spaces than chapter 10 of this title would require. For example, a demonstrated need for a reduction in the required parking could include.- A. nclude: A. Proximity or availability of alternative modes of transportation including, but not limited to, public transit or shuttle services. B. A limitation placed in the deed restrictions limiting the number of cars for each unit. C. A demonstrated permanent program including, but not limited to, rideshare programs, carshare programs, shuttle service, or staggered work shifts. (Ord. 19(2001) § 2: Ord. 3(2001) § 2) 12-61-9: LOCATION OF BUSINESS ACTIVITY: A. Limitation; Exception: All conditional uses in section 12-61-3 of this article shall be operated and conducted entirely within a building, except for permitted loading areas and such activities as may be specifically authorized to be unenclosed by a conditional use permit and the outdoor display of goods. B. Outdoor Display Areas: The area to be used for outdoor display must be located directly in front of the establishment displaying the goods and entirely upon the establishment's own property. Sidewalks, building entrances and exits, driveways and streets shall not be obstructed by outdoor display. (Ord. 19(2001) § 2: Ord. 3(2001) § 2) 12-61-10: OTHER DEVELOPMENT STANDARDS.- A. TANDARDS: A. Prescribed By Planning And Environmental Commission: In the H district, development standards in each of the following categories shall be as proposed by the applicant, as prescribed by the planning and environmental commission, and as adopted on the approved development plan.- Town lan: Town of Vail Page 6 1. Lot area and site dimensions. 2. Building height. 3. Density control (including gross residential floor area). (Ord. 19(2001) § 2: Ord. 3(2001) § 2) Title 13 — Subdivision Regulations, Vail Town Code Chapter 1, General Provisions (in part) 13-1-2: PURPOSE: A. Statutory Authority: The subdivision regulations contained in this title have been prepared and enacted in accordance with Colorado Revised Statutes title 31, article 23, for the purpose of promoting the health, safety and welfare of the present and future inhabitants of the town. B. Goals: To these ends, these regulations are intended to protect the environment, to ensure efficient circulation, adequate improvements, sufficient open space and in general, to assist the orderly, efficient and integrated development of the town. These regulations also provide for the proper arrangement of streets and ensure proper distribution of population. The regulations also coordinate the need for public services with governmental improvement programs. Standards for design and construction of improvements are hereby set forth to ensure adequate and convenient traffic circulation, utilities, emergency access, drainage, recreation and light and air. Also intended is the improvement of land records and surveys, plans and plats and to safeguard the interests of the public and subdivider and provide consumer protection for the purchaser; and to regulate other matters as the town planning and environmental commission and town council may deem necessary in order to protect the best interests of the public. C. Specific Purposes: These regulations are further intended to serve the following specific purposes.- 1. urposes: 1. To inform each subdivider of the standards and criteria by which development proposals will be evaluated, and to provide information as to the type and extent of improvements required. 2. To provide for the subdivision of property in the future without conflict with development on adjacent land. 3. To protect and conserve the value of land throughout the municipality and the value of buildings and improvements on the land. Town of Vail Page 7 4. To ensure that subdivision of property is in compliance with the town's zoning ordinance, to achieve a harmonious, convenient, workable relationship among land uses, consistent with town development objectives. 5. To guide public and private policy and action in order to provide adequate and efficient transportation, water, sewage, schools, parks, playgrounds, recreation, and other public requirements and facilities and generally to provide that public facilities will have sufficient capacity to serve the proposed subdivision. 6. To provide for accurate legal descriptions of newly subdivided land and to establish reasonable and desirable construction design standards and procedures. 7. To prevent the pollution of air, streams and ponds, to assure adequacy of drainage facilities, to safeguard the water table and to encourage the wise use and management of natural resources throughout the town in order to preserve the integrity, stability and beauty of the community and the value of the land. 13-1-3: COMPLIANCE.- A. OMPLIANCE: A. General Prohibition: It is unlawful for any person, business, or corporation to violate any of the provisions of this chapter or to transfer, sell, lease or agree to sell or lease, any lot, tract, parcel, site, separate interest (including a leasehold interest), interest in common, condominium interest, timeshare estate, fractional fee, or timeshare license, or any other division within a subdivision within the town until such subdivision has been approved in writing by the administrator, planning and environmental commission and/or the council (whichever is applicable) and a plat thereof recorded in the office of the Eagle County clerk and recorder; provided, however, that a written agreement to sell or lease which is expressly conditioned upon full compliance by the seller with the subdivision regulations of the town within a specified period of time and which expressly recites the seller's failure to satisfy such condition within such period of time shall terminate the agreement and entitle the buyer to the prompt return of all consideration heretofore paid by the buyer under such agreement, shall not constitute a violation of this subsection. B. Prohibitive Conveyance: No lot or parcel of land, nor any interest therein, shall be transferred, conveyed, sold, subdivided or acquired either in whole or in part, so as to create a new nonconforming lot, or to avoid or circumvent or subvert any provision of this chapter. Town of Vail Page 8 C. Responsibility: The owner, developer, buyer, or seller shall be fully responsible for all acts of agents or employees thereof that are committed in violation of the terms of this chapter. Chapter 2, Definitions (in part) SUBDIVISION OR SUBDIVIDED LAND.- A. AND: A. Meaning.- 1. eaning: 1. A tract of land which is divided into two (2) or more lots, tracts, parcels, sites, separate interests (including leasehold interests), interests in common, or other division for the purpose, whether immediate or future, of transfer of ownership, or for building or other development, or for street use by reference to such subdivision or recorded plat thereof; or 2. A tract of land including land to be used for condominiums, timeshare units, or fractional fee club units, or 3. A house, condominium, apartment or other dwelling unit which is divided into two (2) or more separate interests through division of the fee or title thereto, whether by conveyance, license, lease, contract for sale or any other method of disposition. B. Exceptions: Unless the method of land disposition is adopted for the purpose of evading this definition, the term "subdivision" as defined herein shall not apply to any of the following divisions of land or interests in land.- 1. and: 1. The division of land by order of any court in this state or by operation of law. 2. The division of land by a lien, mortgage, deed of trust or any other security instrument. 3. The division of land by a security or unit of interest in any investment trust regulated under the laws of this state or any other interest in an investment entity. 4. The division of land which creates an interest or interests in oil, gas or minerals which are now or hereafter severed from the surface ownership of real property. 5. The division of land by the acquisition of an interest in land in the name of a husband and wife or other persons in joint tenancy or as tenants in common and any such interest shall be deemed for purposes of this Town of Vail Page 9 definition as only one interest; provided, however, that no agreement exists, either recorded or unrecorded, between the cotenants allowing for the use and occupancy of the property by one or more cotenants to the exclusion of one or more cotenants during any period, whether annually recurring or not if such agreement is in any way binding or effective upon any assignee or future owner of a fractional fee interest or if such agreement continues to be in any way binding or effective upon any cotenant for the sale of any interest in the property. 6. The division of land by reason of the dissolution of a joint venture or business entity. C. Compliance: No subdivision shall be approved which includes elements not in conformance with the provisions of any applicable zoning ordinance or other ordinance of the town or law or regulations of the state. D. Major Subdivision: Any subdivision involving more than four (4) lots, or a subdivision proposal without all lots having frontage on a public or approved street, or with a request to extend municipal facilities in a significant manner, or a proposal which would negatively affect the natural environment as determined under section 12-12-2, "Applicability", of this code, or if the proposal would adversely affect the development of the remainder of the parcel or adjoining property. E. Minor Subdivision: Any subdivision containing not more than four (4) lots fronting on an existing street, not involving any new street or road or the extension of municipal facilities and not adversely affecting the development of the remainder of the parcel or adjoining property. F. Single -Family Subdivision: A subdivision of an existing lot, which is recognized by the town of Vail as a legally subdivided lot, and which shall contain a single-family or two-family dwelling. Each such dwelling shall be separated from any other dwelling by space on all sides. For zoning purposes, the lots created by a single-family subdivision shall be treated as one lot. Chapter 3, Section 4, Commission Review of Application, Criteria and Necessary Findings.- 13-3-4.- indings: 13-3-4: COMMISSION REVIEW OF APPLICATION; CRITERIA AND NECESSARY FINDINGS The planning and environmental commission shall conduct a public hearing on an application for a preliminary plan for subdivision. The planning and environmental commission shall consider the application, relevant additional materials, staff report and recommendations as well as any other comments or public information given at Town of Vail Page 10 the hearing. The planning and environmental commission may discuss advisable changes to the proposed subdivision with the applicant. The burden of proof shall rest with the applicant to show that the application is in compliance with the intent and purposes of this chapter, the zoning ordinance and other pertinent regulations that the planning and environmental commission deems applicable. Due consideration shall be given to the recommendations made by public agencies, utility companies and other agencies consulted under subsection 13-3-C of this chapter. A. Before recommending approval, approval with conditions or disapproval of the preliminary plan, the planning and environmental commission shall consider the following criteria with respect to the proposed subdivision.- 1. ubdivision: 1. The extent to which the proposed subdivision is consistent with all the applicable elements of the adopted goals, objectives and policies outlined in the Vail comprehensive plan and is compatible with the development objectives of the town, and 2. The extent to which the proposed subdivision complies with all of the standards of this title, as well as, but not limited to, title 12, "Zoning Regulations", of this code, and other pertinent regulations that the planning and environmental commission deems applicable, and 3. The extent to which the proposed subdivision presents a harmonious, convenient, workable relationship among land uses consistent with municipal development objectives, and 4. The extent of the effects on the future development of the surrounding area, and 5. The extent to which the proposed subdivision is located and designed to avoid creating spatial patterns that cause inefficiencies in the delivery of public services, or require duplication or premature extension of public facilities, or result in a "leapfrog" pattern of development; and 6. The extent to which the utility lines are sized to serve the planned ultimate population of the service area to avoid future land disruption to upgrade undersized lines, and 7. The extent to which the proposed subdivision provides for the growth of an orderly viable community and serves the best interests of the community as a whole, and 8. The extent to which the proposed subdivision results in adverse or beneficial impacts on the natural environment, including, but not limited Town of Vail Page 11 to, water quality, air quality, noise, vegetation, riparian corridors, hillsides and other desirable natural features, and 9. Such other factors and criteria as the commission and/or council deem applicable to the proposed subdivision. B. Necessary Findings: Before recommending and/or granting an approval of an application for a major subdivision, the planning and environmental commission shall make the following findings with respect to the proposed major subdivision.- 1. ubdivision: 1. That the subdivision is in compliance with the criteria listed in subsection A of this section. 2. That the subdivision is consistent with the adopted goals, objectives and policies outlined in the Vail comprehensive plan and compatible with the development objectives of the town. 3. That the subdivision is compatible with and suitable to adjacent uses and appropriate for the surrounding areas. 4. That the subdivision promotes the health, safety, morals, and general welfare of the town and promotes the coordinated and harmonious development of the town in a manner that conserves and enhances its natural environment and its established character as a resort and residential community of the highest quality. Chapter 4, Minor Subdivisions (in part) 13-4-2: PROCEDURE: The procedure for a minor subdivision shall be as follows.- A. ollows: A. Submission of Proposal; Waiver Of Requirements: The subdivider shall submit two (2) copies of the proposal following the requirements for a final plat in subsection 13-3-6B of this title, with the provision that certain of these requirements may be waived by the administrator and/or the planning and environmental commission if determined not applicable to the project. B. PEC Public Hearing: Within thirty (30) days of receiving the complete and correct submittal for a minor subdivision, the planning and environmental commission shall hold a public hearing to consider the final plat. The administrator shall cause a copy of a notice of the time, place and general nature of the hearing and proposal to be published in a newspaper of general circulation in the town at least fifteen (15) days prior to said hearing. Also, Town of Vail Page 12 V. adjacent property owners to the proposed subdivision shall be notified in writing at least seven (7) days prior to the public hearing. C. Review and Action on Plat: The planning and environmental commission shall review the plat and associated materials and shall approve, approve with modifications or disapprove the plat within twenty one (21) days of the first public hearing on the minor subdivision or the minor subdivision will be deemed approved. A longer time period for rendering a decision may be granted subject to mutual agreement between the planning and environmental commission and subdivider. The review shall be based on the criteria and necessary findings in section 13-3-4 of this title. D. Appeal: Within twenty (20) days the decision of the planning and environmental commission on the final plat shall be transmitted to the council by the staff. The council may call up the decision of the planning and environmental commission within twenty (20) days of the planning and environmental commission's action. If council appeals the planning and environmental commission decision, the council shall hear substantially the same presentation by the applicant as was heard at the planning and environmental commission hearing(s). The council shall have thirty (30) days to affirm, reverse, or affirm with modifications the planning and environmental commission decision, and the council shall conduct the appeal at a regularly scheduled council meeting. ZONING AND SITE ANALYSIS Addresses: Legal Descriptions: Zoning: Land Use Plan Designations Current Land Uses: Geological Hazards: View Corridor: Town of Vail 145 North Frontage Road/Lot 1, 129 North Frontage Road/Lot 3 (proposed) Middle Creek Subdivision a Resubdivision of Lot 1 (proposed) Housing (H) High Density Residential Housing/Public/Private Schools Medium Severity Rockfall. Moderate Hazard Debris Flow, and Steep Slopes 30->40% None Development Allowed / proposed Standard Required Lot 1 /Lot 3 Site Area Prescribed by 4.603 Acres/2.070 PEC Acres Enclosed Area PresccribCed by No Change PE Page 13 VI. SURROUNDING LAND USES AND ZONING Existing Land Use: Zoning District: North: Open Space Natural Area Preservation (NAP), General Use (GU) South: 1-70 None East: Open Space Natural Area Preservation (NAP) West: Open Space General Use (GU) VII. REVIEW CRITERIA The following are review criteria for a minor subdivision, as outlined in Section 13-3-4, Commission Review of Application; Criteria and Necessary Findings, Vail Town Code: 1. The extent to which the proposed subdivision is consistent with all the applicable elements of the adopted goals, objectives and policies outlined in the Vail comprehensive plan and is compatible with the development objectives of the town; and Staff finds that the proposed subdivision is consistent with all applicable elements of the adopted goals, objectives, and policies outlined in the Vail Comprehensive Plan and is compatible with the development objectives of the town. Of note, several goals of the Vail Land Use Plan are applicable to this subdivision. Goal 1.10: Development of Town owned lands by the Town of Vail (other than parks and open space) may be permitted where no high hazards exist, if such development is for the public use. Goal 1.12 Vail should accommodate most of the additional growth in existing developed areas (infill areas). Staff finds the proposed subdivision meets this criterion. 2. The extent to which the proposed subdivision complies with all of the standards of this title, as well as, but not limited to, title 12, "Zoning Regulations," of this code, and other pertinent regulations that the planning and environmental commission deems applicable; and As proposed, the two (2) development lots meet the applicable development standards for the Housing (H) District. Town of Vail Page 14 20' From Setbacks Perimeter of No Change Zone District PresccribCed by Density (DUs) No Change PE VI. SURROUNDING LAND USES AND ZONING Existing Land Use: Zoning District: North: Open Space Natural Area Preservation (NAP), General Use (GU) South: 1-70 None East: Open Space Natural Area Preservation (NAP) West: Open Space General Use (GU) VII. REVIEW CRITERIA The following are review criteria for a minor subdivision, as outlined in Section 13-3-4, Commission Review of Application; Criteria and Necessary Findings, Vail Town Code: 1. The extent to which the proposed subdivision is consistent with all the applicable elements of the adopted goals, objectives and policies outlined in the Vail comprehensive plan and is compatible with the development objectives of the town; and Staff finds that the proposed subdivision is consistent with all applicable elements of the adopted goals, objectives, and policies outlined in the Vail Comprehensive Plan and is compatible with the development objectives of the town. Of note, several goals of the Vail Land Use Plan are applicable to this subdivision. Goal 1.10: Development of Town owned lands by the Town of Vail (other than parks and open space) may be permitted where no high hazards exist, if such development is for the public use. Goal 1.12 Vail should accommodate most of the additional growth in existing developed areas (infill areas). Staff finds the proposed subdivision meets this criterion. 2. The extent to which the proposed subdivision complies with all of the standards of this title, as well as, but not limited to, title 12, "Zoning Regulations," of this code, and other pertinent regulations that the planning and environmental commission deems applicable; and As proposed, the two (2) development lots meet the applicable development standards for the Housing (H) District. Town of Vail Page 14 Staff finds the proposed subdivision meets this criterion. 3. The extent to which the proposed subdivision presents a harmonious, convenient, workable relationship among land uses consistent with municipal development objectives; and Staff finds that the proposed subdivision presents a harmonious, convenient, workable relationship among land uses consistent with municipal development objectives. The proposed shared property line splits the lot into two lots that are respective of the existing uses on the site and do not create any undue burden on either lot. Staff finds the proposed subdivision meets this criterion. 4. The extent of the effects on the future development of the surrounding area; and Staff finds that the proposed reconfiguration will have no negative impacts on the future development of the surrounding area. The proposed subdivision creates a lot line that separates two established uses. As a unique aspect of the Housing District there is no interior setback so there is no loss of developable area with the added lot line. This change will have no effects on future development in the surrounding area. Staff finds the proposed subdivision meets this criterion. 5. The extent to which the proposed subdivision is located and designed to avoid creating spatial patterns that cause inefficiencies in the delivery of public services, or require duplication or premature extension of public facilities, or result in a "leapfrog" pattern of development; and Staff finds that the proposed subdivision will not cause any inefficiency in the delivery of public services and will not require duplication or premature extension of public services. The proposed subdivision will not result in a leapfrog development pattern because the lot is already developed and is only separating the uses on the existing lot. Staff finds the proposed subdivision meets this criterion. 6. The extent to which the utility lines are sized to serve the planned ultimate population of the service area to avoid future land disruption to upgrade undersized lines; and Staff finds that the proposed subdivision is currently served by appropriately sized utility lines, resulting in no future land disruptions to upgrade undersized lines. Town of Vail Page 15 Staff finds the proposed subdivision meets this criterion. 7. The extent to which the proposed subdivision provides for the growth of an orderly viable community and serves the best interests of the community as a whole; and Staff finds that the proposed subdivision provides for the growth of an orderly viable community and serves the best interests of the community as a whole because anticipates no negative impact to the community as a whole while facilitating the community's goals within the Town. Staff finds the proposed subdivision meets this criterion. 8. The extent to which the proposed subdivision results in adverse or beneficial impacts on the natural environment, including, but not limited to, water quality, air quality, noise, vegetation, riparian corridors, hillsides and other desirable natural features; and Staff finds that the proposed subdivision will not result in any adverse impacts to natural environments, including, but not limited to, water quality, air quality, noise, vegetation, riparian corridors, and other desirable natural features. Staff finds the proposed subdivision meets this criterion. 9. Such other factors and criteria as the commission and/or council deem applicable to the proposed subdivision. VIII. STAFF RECOMMENDATION Based upon the review of the criteria outlined in Section VII of this memorandum and the evidence and testimony presented, the Community Development Department recommends approval, of a final plat pursuant to Title 13, Chapter 4, Minor Subdivisions, Vail Town Code, to create a common lot line splitting Lot 1, Middle Creek Subdivision into two separate development lots, located at 145 and 129 North Frontage Road, Middle Creek Subdivision and setting forth details in regard thereto. Should the Planning and Environmental Commission choose to approve this minor subdivision, the Community Development Department recommends the Planning and Environmental Commission pass the following motion: "The Planning and Environmental Commission approves the applicant's request for a final plat, pursuant to Title 13, Chapter 4, Minor Subdivisions, Vail Town Code, to create a common lot line splitting Lot 1, Middle Creek Subdivision into two separate development lots, located at 145 and 129 North Frontage Road, Middle Creek Subdivision and setting forth details in regard thereto." Town of Vail Page 16 Should the Planning and Environmental Commission choose to approve this minor subdivision, the Community Development Departments recommends the Planning and Environmental Commission makes the following findings: "Based upon a review of Section VII of the May 11, 2020 staff memorandum to the Planning and Environmental Commission, and the evidence and testimony presented, the Planning and Environmental Commission finds.- That inds: That the subdivision is in compliance with the criteria listed in Section 13-3-4, Minor Subdivisions, Vail Town Code, and 2. That the subdivision is consistent with the adopted goals, objectives and policies outlined in the Vail comprehensive plan and compatible with the development objectives of the town,- 3. own, 3. That the subdivision is compatible with and suitable to adjacent uses and appropriate for the surrounding areas, and 4. That the subdivision promotes the health, safety, morals, and general welfare of the town and promotes the coordinated and harmonious development of the town in a manner that conserves and enhances its natural environment and its established character as a resort and residential community of the highest quality. " IX. ATTACHMENTS A. Vicinity Map B. Proposed Final Plat of Subdivision, prepared by Peak Land Consultants, INC, dated March 27, 2020 C. Applicant Letter of Support Town of Vail Page 17 fl N rv;: 7m h �n IIII) l IIp 05• 'ii - Q��a=ate Noo 1 o�HE- - =g h �n IIII) l IIp E O (TOWN OF VAIL) III OaooasM P°LEsa�, S00'28'16E — 630.93 (-T LINE sh, IE'/, — — — — — — — — I I II I II 26 11 � I . Hw- a ` a� NF, Qa � � li oJo z N92 HE �m� y IF l 11 z � I . Hw- a ` a� Qa � � li oJo z �o Hw- a ` a� �o a� rowN of va 75 South Frontage Road West Vail, Colorado 81657 vailgov.com May 11, 2020 Town of Vail Planning & Environmental Commission c/o Matt Gennett, Community Development Director 75 South Frontage Road West Vail, Colorado 81657 Housing Department 970.479.2150 Dear Mr. Chair and Members of the Planning & Environmental Commission, I am writing on behalf of the Vail Town Council as owner of the property located at 129 North Frontage Road in support of the application for a minor subdivision to create new Lot 3, Middle Creek Subdivision. The Vail Town Council is collaborating with Coughlin & Company, the owner of the Middle Creek at Vail Apartments, to refinance the debt on the property and amend the existing land lease agreements. In doing so, the parties agree, and mutually wish to remove the area of new Lot 3 from the leasehold area. To accomplish the desired objective a new lot line is proposed and its location is indicated on the amended final plat. The zoning on the property of Housing (H) District remains and the current uses also remain unchanged at this time. No other changes are proposed with this minor subdivision application. The application for a minor subdivision fully complies with each of the applicable criteria prescribed in Title 13, Subdivision Regulations, Vail Town Code. To that end, and on behalf of the parties directly affected by this minor subdivision application, I hope you will unanimously support and approve the request. Regards, George Ruther Housing Director Town of Vail Town of Vail Page 2 City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: May 11, 2020 ITEM/TOPIC: A request for the review of a variance from Section 12-21-12, Restrictions In Specific Zones On Excessive Slopes, Vail Town Code in accordance with the provisions of Section 12-17, Variances, Vail Town Code, to allow for a two-story garage within the front setback, located at 670 Forest Road/Lot7, Block 1, Vail Village Filing 6, and setting forth details in regard thereto. (PEC20-0010) OTTOCHMFNTS- File Name Staff Memorandum PEC20-0010.pdf [Attachment Al Vicinity Map.pdf [Attachment Bl Applicant Narrative.pdf [Attachment Cl Project Plan Set.pdf Description Staff Memorandum [Attachment A] Vicinity Map [Attachment B] Applicant Narrative [Attachment C] Project Plan Set TOWN OF Memorandum TO: Planning and Environmental Commission FROM: Community Development Department DATE: May 11, 2020 SUBJECT: A request for the review of a variance from Section 12-21-12, Restrictions In Specific Zones On Excessive Slopes, Vail Town Code in accordance with the provisions of Section 12-17, Variances, Vail Town Code, to allow for a two-story garage within the front setback, located at 670 Forest Road/Lot7, Block 1, Vail Village Filing 6, and setting forth details in regard thereto. (PEC20-0010) Applicant: 670 Forest Rd LLC, represented by KH Webb Architects Planner: Erik Gates SUMMARY The applicant, 670 Forest Rd LLC, is requesting a review of a variance from Section 12- 21-12, Restrictions In Specific Zones On Excessive Slopes, Vail Town Code in accordance with the provisions of Section 12-17, Variances, Vail Town Code, to allow for a two-story garage within the front setback, located at 670 Forest Road/Lot7, Block 1, Vail Village Filing 6. This variance is proposed as part of a tear -down of the existing single-family residence and rebuild to a primary/secondary duplex. Based upon staff's review of the criteria outlined in Section VII of this memorandum and the evidence and testimony presented, the Community Development Department recommends approval, with a condition, of this application, subject to the findings noticed in Section VIII of this memorandum. II. DESCRIPTION OF REQUEST The applicant is requesting a variance from Section 12-21-12, Restrictions in Specific Zones on Excessive Slopes, Vail Town Code, to allow for a double -stacked garage in the front setback with the goal of reducing the overall visual impact of both garages. The site in question has slopes in excess of >40% throughout and would qualify for the existing provision allowing a garage in the front setback. However, this section of the code only allows for a single story garage up to 10' in height. The applicant is proposing a driveway and garage configuration that would utilize landscaping and grading to hide the lower garage from the public view along Forest Road. The garages are proposed as part of a tear -down and rebuild of a primary/secondary duplex. A vicinity map (Attachment A), applicant's narrative (Attachment B), and project plan set (Attachment C) attached for review. III. BACKGROUND This property was originally annexed into the Town in August 1966 along with the rest of Vail Village Filing 6. The existing single-family residence appears to have been first built in 1969, with numerous additions and remodels in the subsequent years. There was previously an attempted demo/rebuild of this residence in 1996, but the application was withdrawn. A previous front setback variance was granted for the existing garage in 1980 due to a desire to protect existing mature trees. In 1997 the lot line between this lot (lot 7) and the adjacent west lot (lot 8) were adjusted to their current form. As part of this approval, it was conditioned that future development be limited to established building footprints for both lots. Later, in 2019, the PEC approved a proposal to vacate the approved building envelope. A DRB conceptual review of the new proposed duplex was held in April of 2020. During this conceptual review, staff noticed the proposed two-story garage would be in need of a variance. IV. APPLICABLE PLANNING DOCUMENTS Staff finds that the following provisions of the Vail Town Code are relevant to the review of this proposal: Title 12 — Zoning Regulations, Vail Town Code (in part) Chapter 1, Title, Purpose and Applicability 12-1-2: PURPOSE.- A. URPOSE: A. General: These regulations are enacted for the purpose of promoting the health, safety, morals, and general welfare of the town, and to promote the coordinated and harmonious development of the town in a manner that will conserve and enhance its natural environment and its established character as a resort and residential community of high quality. B. Specific: These regulations are intended to achieve the following more specific purposes.- Town urposes: Town of Vail Page 2 2. To secure safety from fire, panic, flood, avalanche, accumulation of snow, and other dangerous conditions. 3. To promote safe and efficient pedestrian and vehicular traffic circulation and to lessen congestion in the streets 4. To promote adequate and appropriately located off street parking and loading facilities. 5. To conserve and maintain established community qualities and economic values. 7. To prevent excessive population densities and overcrowding of the land with structures. 8. To safeguard and enhance the appearance of the town. 9. To conserve and protect wildlife, streams, woods, hillsides, and other desirable natural features. 11. To otherwise provide for the growth of an orderly and viable community. (Ord. 8(1973) § 1.100) Chapter 12-6, Article D, Two -Family Primary/Secondary Residential (PS) District 12-6D-1: PURPOSE.- The URPOSE: The two-family primary/secondary residential district is intended to provide sites for single-family residential uses or two-family residential uses in which one unit is a larger primary residence and the second unit is a smaller caretaker apartment, together with such public facilities as may appropriately be located in the same zone district. The two-family primary/secondary residential district is intended to ensure adequate light, air, privacy and open space for each dwelling, commensurate with single-family and two-family occupancy, and to maintain the desirable residential qualities of such sites by establishing appropriate site development standards. (Ord. 29(2005) § 23: Ord. 30(1977) § 2) Chapter 12-21, Hazard Regulations 12-21-12: RESTRICTIONS IN SPECIFIC ZONES ON EXCESSIVE SLOPES.- K. LOPES: K. Setbacks, as they apply to this chapter, as required by sections 12-6A-6, 12- 68-6, 12-6C-6 and 12-6D-6 of this title, are amended as follows: There shall be no required front setback for garages, except as may be required by the design review board. Garages located in the front setback, as provided for in this section, shall be limited to one story in height (not to exceed 10 feet) with Town of Vail Page 3 the addition of a pitched or flat roof and subject to review and approval by the design review board. Chapter 12-17, Variances 12-17-1: PURPOSE.- A. URPOSE: A. Reasons For Seeking Variance: In order to prevent or to lessen such practical difficulties and unnecessary physical hardships inconsistent with the objectives of this title as would result from strict or literal interpretation and enforcement, variances from certain regulations may be granted. A practical difficulty or unnecessary physical hardship may result from the size, shape, or dimensions of a site or the location of existing structures thereon; from topographic or physical conditions on the site or in the immediate vicinity; or from other physical limitations, street locations or conditions in the immediate vicinity. Cost or inconvenience to the applicant of strict or literal compliance with a regulation shall not be a reason for granting a variance. B. Development Standards Excepted: Variances may be granted only with respect to the development standards prescribed for each zone district, including lot area and site dimensions, setbacks, distances between buildings, height, density control, building bulk control, site coverage, usable open space, landscaping and site development, and parking and loading requirements, or with respect to the provisions of chapter 11 of this title, governing physical development on a site. C. Use Regulations Not Affected: The power to grant variances does not extend to the use regulations prescribed for each zone district because the flexibility necessary to avoid results inconsistent with the objectives of this title is provided by chapter 16, "Conditional Use Permits", and by section 12-3-7, "Amendment", of this title. 12-17-6: CRITERIA AND FINDINGS.- A. INDINGS: A. Factors Enumerated: Before acting on a variance application, the planning and environmental commission shall consider the following factors with respect to the requested variance.- 1. ariance: 1. The relationship of the requested variance to other existing or potential uses and structures in the vicinity. 2. The degree to which relief from the strict or literal interpretation and enforcement of a specified regulation is necessary to achieve compatibility and uniformity of treatment among sites in the vicinity, or to attain the objectives of this title without grant of special privilege. Town of Vail Page 4 3. The effect of the requested variance on light and air, distribution of population, transportation and traffic facilities, public facilities and utilities, and public safety. 4. Such other factors and criteria as the commission deems applicable to the proposed variance. B. Necessary Findings: The planning and environmental commission shall make the following findings before granting a variance: 1. That the granting of the variance will not constitute a grant of special privilege inconsistent with the limitations on other properties classified in the same zone district. 2. That the granting of the variance will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. 3. That the variance is warranted for one or more of the following reasons: a. The strict or literal interpretation and enforcement of the specified regulation would result in practical difficulty or unnecessary physical hardship inconsistent with the objectives of this title. b. There are exceptional or extraordinary circumstances or conditions applicable to the site of the variance that do not generally apply to other properties in the same zone district. c. The strict or literal interpretation and enforcement of the specified regulation would deprive the applicant of privileges enjoyed by the owners of other properties in the same zone district. V. ZONING AND SITE ANALYSIS Address: 670 Forest Road Legal Description: Vail Village Filing 6, Block 1, Lot 7 Lot Area: 0.533 acres (23,217 square feet) Zoning: Two -Family Primary/Secondary Residential Land Use Designation: Low Density Residential Current Land Use: Duplex Residence Geological Hazards: Excessive Slopes >40% VI. SURROUNDING LAND USES AND ZONING Town of Vail Page 5 VII. REVIEW CRITERIA The review criteria for a variance request are prescribed in Title 12, Chapter 17, Variances, Vail Town Code. 1. The relationship of the requested variance to other existing or potential uses and structures in the vicinity. The proposed garage is located entirely on the applicant's property and is not near either adjacent lot. The garage will provide access to a new duplex. It is not anticipated that this use would have a detrimental impact on uses in the vicinity, because the surrounding uses in the vicinity are also primarily duplexes. The visual impact of the garages is also minimized by proper screening and proposed grading. Staff finds the proposed variance meets this criterion. 2. The degree to which relief from the strict or literal interpretation and enforcement of a specified regulation is necessary to achieve compatibility and uniformity of treatment among sites in the vicinity, or to attain the objectives of this title without grant of special privilege. The goal of stacking these garages is to minimize the extent of slope disturbance resulting from the construction of the associated duplex. Relocating one or both of the garages would result in the duplex as a whole being pushed further into severe slopes present in the middle of the site. Unstacking the garages while keeping them both in the front setback would likely result in the lower garage, which is almost entirely screened from view in the current proposal, having greater visibility and increase the overall bulk of the project. The proposed garage layout minimizes site disturbance while keeping visibility of the garages from the street and neighbors to a minimum. Similar setback variances have been granted along this portion of Forest Road, particularly for properties to the west of this one. These variances have all been a result of the steep slopes found the south side of Forest Road. This neighborhood has often needed some extent of relief due to the presence of slopes that are extensive and severe in comparison to most properties in the PS zone district. As such, the granting of this variance should not be considered a special privilege. Staff finds the proposed variance meets this criterion. Town of Vail Page 6 Existing Use: Zoning District: North: Residential Two -Family Primary/Secondary (PS) South: Residential Two -Family Primary/Secondary (PS) East: Residential Two -Family Primary/Secondary (PS) West: Residential Two -Family Primary/Secondary (PS) VII. REVIEW CRITERIA The review criteria for a variance request are prescribed in Title 12, Chapter 17, Variances, Vail Town Code. 1. The relationship of the requested variance to other existing or potential uses and structures in the vicinity. The proposed garage is located entirely on the applicant's property and is not near either adjacent lot. The garage will provide access to a new duplex. It is not anticipated that this use would have a detrimental impact on uses in the vicinity, because the surrounding uses in the vicinity are also primarily duplexes. The visual impact of the garages is also minimized by proper screening and proposed grading. Staff finds the proposed variance meets this criterion. 2. The degree to which relief from the strict or literal interpretation and enforcement of a specified regulation is necessary to achieve compatibility and uniformity of treatment among sites in the vicinity, or to attain the objectives of this title without grant of special privilege. The goal of stacking these garages is to minimize the extent of slope disturbance resulting from the construction of the associated duplex. Relocating one or both of the garages would result in the duplex as a whole being pushed further into severe slopes present in the middle of the site. Unstacking the garages while keeping them both in the front setback would likely result in the lower garage, which is almost entirely screened from view in the current proposal, having greater visibility and increase the overall bulk of the project. The proposed garage layout minimizes site disturbance while keeping visibility of the garages from the street and neighbors to a minimum. Similar setback variances have been granted along this portion of Forest Road, particularly for properties to the west of this one. These variances have all been a result of the steep slopes found the south side of Forest Road. This neighborhood has often needed some extent of relief due to the presence of slopes that are extensive and severe in comparison to most properties in the PS zone district. As such, the granting of this variance should not be considered a special privilege. Staff finds the proposed variance meets this criterion. Town of Vail Page 6 3. The effect of the requested variance on light and air, distribution of population, transportation and traffic facilities, public facilities and utilities, and public safety. It is not anticipated that this variance would have any detrimental effects on light, air, or any other environmental factors and locating these garages in the front setback helps minimize overall site disturbance. This variance also will have no effect on population or transportation as the garages themselves do not add any more density than is allowed for a property zoned PS. No other impacts to utilities, public safety, or other public infrastructure are anticipated from the granting of this variance. Staff finds the proposed variance meets this criterion. 4. Such other factors and criteria as the commission deems applicable to the proposed variance. VIII. STAFF RECOMMENDATION Based upon the review of the criteria outlined in Section VII of this memorandum and the evidence and testimony presented, the Community Development Department recommends the Planning and Environmental Commission approve, with a condition, a variance from Section 12-21-12, Restrictions In Specific Zones On Excessive Slopes, Vail Town Code in accordance with the provisions of Section 12-17, Variances, Vail Town Code, to allow for a two-story garage within the front setback, located at 670 Forest Road/Lot7, Block 1, Vail Village Filing 6, and setting forth details in regard thereto. Should the Planning and Environmental Commission choose to approve, with a condition, this variance request, the Community Development Department recommends the Commission pass the following motion: "The Planning and Environmental Commission approves the applicant's request for a variance from Section 12-21-12, Restrictions In Specific Zones On Excessive Slopes, Vail Town Code in accordance with the provisions of Section 12-17, Variances, Vail Town Code, to allow for a two-story garage within the front setback, located at 670 Forest Road/Lot7, Block 1, Vail Village Filing 6, and setting forth details in regard thereto. Should the Planning and Environmental Commission choose to approve the applicant's request for a variance, the Community Development Department recommends the Commission include the following condition: 1. This variance approval is contingent upon the applicant obtaining Town of Vail design review approval for this proposal. Town of Vail Page 7 Should the Planning and Environmental Commission choose to approve this variance, the Community Development Department recommends the Commission make the following findings: "Based upon the review of the criteria outlined in Section VII of the staff memorandum to the Planning and Environmental Commission dated May 11, 2020, and the evidence and testimony presented, the Planning and Environmental Commission finds.- 1. inds: 1. The granting of this variance will not constitute a granting of special privilege inconsistent with the limitations on other properties classified in the Two -Family Primary/Secondary Residential (PS) District; 2. The granting of these variances will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity; and 3. These variances are warranted for the following reasons.- a. easons: a. The strict literal interpretation or enforcement of the specified regulation will result in practical difficulty or unnecessary physical hardship inconsistent with the objectives of Title 12, Zoning Regulations, Vail Town Code,- b. ode, b. There are exceptions or extraordinary circumstances or conditions applicable to the same site of the variance that do not apply generally to other properties in the Two -Family Primary/Secondary Residential (PS) District., and c. The strict or literal interpretation and enforcement of the specified regulation would deprive the applicant of privileges enjoyed by the owners of other properties in the Two -Family Primary/Secondary Residential (PS) District. " VIII. ATTACHMENTS A. Vicinity Map B. Applicant's Narrative C. Project Plan Set Town of Vail Page 8 i k Abi 70 9 a AA G�0 � Z� 9 Il 0 _ 0 LO N 0 m w 00 Q (4 •O Q o � N V w o c y W o a� CL W� w � = o i k Abi 70 9 a AA G�0 � Z� 9 Il 0 _ 0 LO N 0 m K,- \A/e b b A R C H I T E C T S twiltz1l 670 Forest Road LLC Residences Zoning Analysis: 670 West Forest Road, Lot 7, Block 1, Vail Village 6th Filing, Town of Vail, Colorado Lot Size: 0.533 acres/23,218 sq. ft. Based on Survey by Peak dated 1 1.18.20 Zoning: Primary/Secondary/Two-Family Residential Zoning Setbacks: 20' Front 15' Sides 15' Rear Height: 33' Sloped Roofs, 30' Flat Roofs Landscaping: 13,931 sq. ft. required (60% of total site area) Parking: 5 spaces required if built out to maximum size Site Coverage: 4,644 sf (20% of total site area) Allowed GRFA (Gross Residential Floor Area): Total Allowable: 7,568 sq. ft. of Gross Residential Floor Area (GRFA) Geological Hazards: No Hazards are present per Town of Vail Hazard Maps ESSENTIAL DATA: Front Setback: 0' required with DRB approval; 7' existing; Increase to 8' for Garage Encroachment —VARIANCE REQUESTED DESCRIPTION OF PROPOSED USE: Pursuant to paragraph 12-21-12 "Restrictions in specific zones on Excessive Slopes" of the Municipal Code of the Town of Vail. Specifically: Garages located in the front setback, as provided for in this section, shall be limited to one story in height (not to exceed I 0 feet) with the addition of a pitched or flat roof and subject to review and approval by the design review board. Applicant is requesting to make the garages stacked on top of each other so to not have the garage doors face the street as well as work with the existing grades of Forest Road 710 West Lionshead Circle, Suite A, Vail, Colorado 81657 contact@khwebb.com 1970.477.2990 K,- \A/e b b A R C H I T E C T S and the property. Garage wall facing the street would not have more than one visible story (less than 10') resulting in visible compliance with zoning regulations. Applicant addresses the matters set forth in the application as follows: 1. The relationship of the requested variance to other existing or potential uses and structures in the vicinity: The proposed variance request is seeking a solution that works extremely well for the site conditions and produces and desirable end result with minimal garage massing facing the street and Garage doors NOT facing the street as would be the end result without this variance. There are at least two other properties on Forest Road in similar configurations and like uses due to the steep lot configuration. The net result of the proposed renovation is a substantially upgraded property that will not change or alter the nature or fabric of the neighboring properties. 2. The degree to which relief from the strict and literal interpretation and enforcement of a specified regulation is necessary to achieve compatibility and uniformity of treatment among sites in the vicinity or to attain the objectives of this title without grant of special privilege: The relief requested will only replace the existing structure with a substantially similar, yet upgraded structure. Due to the steep lots configuration and elements like retaining walls, we cannot gain adequate parking on the property. These variances have been granted in the past and no special privilege is apparent. 3. The effect of the use on light and air, distribution of population, transportation and traffic facilities, public facilities and utilities, and public safety. The proposed renovation will not have any effect on any of the above factors. 4. How the request complies with the adopted Town of Vail planning policies and development objectives. The proposed request is fully compliant with Town of Vail planning policies and is an encouraged pattern to redevelop and upgrade Vail Village Core properties. 710 West Lionshead Circle, Suite A, Vail, Colorado 81657 contact@khwebb.com 1970.477.2990 K,- \A/e b b A R C H I T E C T S 12-21-12: RESTRICTIONS IN SPECIFIC ZONES ON EXCESSIVE SLOPES:O "Slope" is the gradient or configuration of the undisturbed land surface prior to site improvement of a lot, site, or parcel which shall be established by measuring the maximum number of feet in elevation gained or lost over each ten feet (10) or fraction thereof measured horizontally in any direction between opposing lot lines; the relationship of elevation or vertical measure as divided by the horizontal measurement shall be expressed as a percentile as a means of quantifying the term "slope". In determination of "slope" as defined herein, for use in establishing buildable area requirements and maximum floor area ratio limitations on existing and proposed lots, a grid system based on ten foot (10') modules shall be superimposed on a topographic map of the subject property and the lot slope determination established by the defined method for each one hundred (100) square foot grid portion of the tract, lot or portion thereof. The following additional special restrictions or requirements shall apply to development on any lot in a hillside residential, single-family residential, two-family residential or two-family primary/secondary residential district where the average slope of the site beneath the existing or proposed structure and parking area is in excess of thirty percent (30%): A. A soil and foundation investigation, prepared by and bearing the seal of a registered professional engineer shall be required. B. Foundations must be designated and bear the seal of a registered professional engineer. C. A topographic survey prepared by a registered surveyor, with contour intervals of not more than two feet (2'), shall be required. D. Structures must be designed by a licensed architect. E. Site coverage as it pertains to this chapter, as permitted by sections 12-6A-9, 12- 6B-9, 12-6C-9 and 12-6D-9 of this title, is amended as follows: 1. Not more than ten percent (10%) of the total site area may be covered by driveways and surface parking. 710 West Lionshead Circle, Suite A, Vail, Colorado 81657 contact@khwebb.com 1970.477.2990 K,- \A/e b b A R C H I T E C T S 2. In order to protect the natural landform and vegetation on steep slopes, not more than sixty percent (60%) of the total site area may be disturbed from present conditions by construction activities. The design review board (DRB) may approve site disturbance in excess of the sixty percent (60%) maximum if specific design criteria warrant the extent of the requested deviation. F. A site grading and drainage plan shall be required. G. A detailed plan of retaining walls or cuts and fills in excess of five feet (6) shall be required. H. A detailed revegetation plan must be submitted. I. The administrator may require an environmental impact report as provided in section 12-12-2 of this title. J. A minimum of one covered parking space shall be provided for each dwelling unit. K. Setbacks, as they apply to this chapter, as required by sections 12-6A-6, 12-6B-6, 12-6C-6 and 12-61D-6 of this title, are amended as follows: There shall be no required front setback for garages, except as may be required by the design review board. Garages located in the front setback, as provided for in this section, shall be limited to one story in height (not to exceed 10 feet) with the addition of a pitched or flat roof and subject to review and approval by the design review board. L. Retaining walls up to six feet (6) in height may be permitted in the setback by the design review board when associated with a permitted garage as referenced in subsection K of this section. (Ord. 28(2007) § 8: Ord. 17(2006) § 1: Ord. 29(2005) § 45: Ord. 5(2001) § 3: Ord. 2(1995) § 1: Ord. 13(1994) § 1) 710 West Lionshead Circle, Suite A, Vail, Colorado 81657 contact@khwebb.com 1970.477.2990 h � �� N ',10o O C j = I , O'�'d � I w oA 00 ui W x U W az Q w p oo2M � o =w000p H W Z �f�1_ �Ng U Q - s _ > w — _ oz oz 3. oz�I=a� aLL=a� aLL o --- i z LU a - - Looe � - g- O - 0� _ _ os �- �- c� --- wiz _ - _ _MLU a C7 - z _ �mas4 o oo z ;opo m �$LU J -wpy0'. z scop a �sv O D - N o «apo 0�'o N W= _ _0 10 ��o N — — — — _IL u � — w--� = w--� k k — Q - - - o - _ o w 0 mm o off= - Who —'' a4 °b w a o w o oLO oc 00 _ - o a U w - _ Q o00 m_ �� wm0000a.. ...���......N........ oso 0 0 0 W W - w o opN o - oy O OR Zooag'- W O - w ago sm Twp <�g a" o z o p ooN N p'a< Z W - - .�. Lim �_ - (� r5�<� mmLL� e�oz.oz 6�aLLQ& e� -W -N- -H L99 L 8 00 'IIVn OVO?J 1S3?JO� 'M OL9 P 0 � 0 (� X31d f14 311tl11 Q"3NSNOI111S3A1 Ofl`ItlA c adoa ls3ao� h � �� N ',10o O C j = I , O'�'d � I w oA 00 ui W x U W az Q w p oo2M � o =w000p H W Z �f�1_ �Ng U Q - s _ > w — _ oz oz 3. oz�I=a� aLL=a� aLL o --- i z LU a - - Looe � - g- O - 0� _ _ os �- �- c� --- wiz _ - _ _MLU a C7 - z _ �mas4 o oo z ;opo m �$LU J -wpy0'. z scop a �sv O D - N o «apo 0�'o N W= _ _0 10 ��o N — — — — _IL u � — w--� = w--� k k — Q - - - o - _ o w 0 mm o off= - Who —'' a4 °b w a o w o oLO oc 00 _ - o a U w - _ Q o00 m_ �� wm0000a.. ...���......N........ oso 0 0 0 W W - w o opN o - oy O OR Zooag'- W O - w ago sm Twp <�g a" o z o p ooN N p'a< Z W - - .�. Lim �_ - (� r5�<� mmLL� e�oz.oz 6�aLLQ& e� -W -N- -H Z99 L8 00 'TVA OVOa1S3a03 'MOL9 N X31dna O O Q 4VOHisgbOd v€ �Is a a e w ❑y 0 a o 0 0 0 o 0 o — I m a� m a� 0 o L J r_ II I O I II 0 o o 0 0 0 0 Q Q � o - 1 I � Z99 L8 00 'TVA OVOa1S3a03 'MOL9 lea C7 X31dna O O Q 4VOHisgbOd v€ I I� :i Ya 0 e 0 o o ON z I', C� 0 0"1 0 0 � a \ 1V ,\i♦ .� � � e : � � i � `N I �i 41 Kai tl �q 0 o lfl—o g o 0 0 fy dh �� L99 L 8 00 'IIVn OVO?J 1S3?JO� 'M OL9 IIS3A1 X31d f14 311tl11 Q"3NSNOII Ofl`ItlA c adoa ls3ao� - 0 cro Oz J a / \\ D� \ LU� / \ LULu \ LU O \\ J cr co ( o 00 N V 11 / W a O / U) O Jf -- - J J^� J pdap dap H % OHS SOLL LLH Co LL o / C9 o C9 0 L99 L 9 00 'TVA OVO?J 1S3?J0= 'M OL9LO P - p (� X31dn(i o 311tl11 Q"3NSNOI111S3M Ofl`ItlA c GVOH J_SIHO=l 0 cro Oz J a / \\ D� \ LU� / \ LULu \ LU O \\ J cr co ( o 00 N V 11 / W a O / U) O Jf -- - J J^� J pdap dap H % OHS SOLL LLH Co LL o / C9 o C9 0 lo c ILL 0 a cr� Oz U) Q= U) DLU � \ J W af W �\ W / LU Lu 0 0 � e \_ M LO LO \ I I W \a O �\ t 1 00 8 _ dby Hr6fre3w) ze9 z I _ aa�0 W e z e W I z ww LUQ �a� LU LU -1 0 co 0 �\ F V(D �WZ (70 o � J O� j Q O O 03 o O� Hca 0 © 0 i J L99 L 8 00 'IIVn OVO?J 1S3?JO� 'M OL9 � L 0 (� X31d f14 311tl11 Q"3NSNOI111S3M Ofl`ItlA c . ,g, ,q, ,�N � , adoa ls3ao� � _ � lo c ILL 0 a cr� Oz U) Q= U) DLU � \ J W af W �\ W / LU Lu 0 0 � e \_ M LO LO \ I I W \a O �\ t 1 00 8 _ dby Hr6fre3w) ze9 z I _ aa�0 W e z e W I z ww LUQ �a� LU LU -1 0 co 0 �\ F V(D �WZ (70 o � J O� j Q O O 03 o O� Hca 0 © 0 i J Z99 L8 00 'I IVA OVOa 1S3a0J'M OL9 O �� O X31dna r Q 4VOHisgbOd v € ALm --------- 1 i i x � K O K rryy �. � �Z ...... I � 1 r � I Y I� r Z99 L8 00 'TVA OVOa1S3a03 'MOL9 �e fB CDO ,q, ,�� . X31dna 5 r Q �, q II I 4VOH 1S3bOd v € � r i ��`\��\•�� � � � gym\ ��� J�{ i—�� 1 ��� �I e \ II II II II II Z99 L8 00 TVA GVoH1S3H03 AAOZ9 lea a ce) CD Xgldna q q (I I GvOH isgHo=l (i4 II II II II II Z99 L8 00 TVA GVOH1S3HO3 AAOZ9 CD Xgldna q q NGVOH iHo At F- lo L -- Z99 L200 TVA GVOH1s3H03 AAOZ9 LO CD Xgldna < q q (I I GVOH isgHo=l 7 cb, ----- ----- II - - m ------ ----- - k ZgM 00 'TVA CIVO?JIS3?J0=1 AAOZ9 o (D 0 Xlldn(i GVOH ISIHOA q q a m tj I -LLL-L L99 L 8 00 'IIVn OVO?J 1S3?JO� 'M OL9 0 g - 311tl11 Q"3NSNOI111S3A1 Ofl`ItlA X31d f14 c I I \ t]L_ adoa ls3ao� TPI 6 I o g - a I I \ t]L_ TPI 6 I o LJ - - - - - - - - - - - - m3 - I 4% - - H �I - - r-_ = - Z I — - - r 'I - y Ohl I i a rc - J� ol� lw o EIP10 ESol] �-j I n nLl �- - - -1 77 1�1. F - - I I I L99 L 8 00 'IIVn OVO?J 1S3?JO� 'M OL9 311tl11 Q"3NSNOI111S3A1 Ofl`ItlA X31d f14 c adoa ls3aoA a rc - J� ol� lw o EIP10 ESol] �-j I n nLl �- - - -1 77 1�1. F - - I I I L99 L 8 00 'IIVn OVO?J 1S3?JO� 'M OL9 311tl11 Q"3NSNOI111S3A1 Ofl`ItlA X31d f14 c adoa ls3aoA D�t — -- — - — - T �I —I — — — 5 -— — — — — — — L99 L 9 00 'TVn OVO?J 1S3?J0= M OL9 P - p (� X31dn(i 311tl11 Q"3NSNOI111S3M Ofl`ItlA c — ,q, ,aN M GVOaJ_SIHO=l q, y ILILI� - D�t — -- — - — - T �I —I — — — 5 -— — — — — — — _ ) �} (\}// \i /( i \\� o \ \ ` \ lo _ �} \\ \ :\\\\\\ \ _ --- <1»� _ i \` - - - - - -- ©9:: \ \ \ ( ^ w� «� � _______________ . _ --------------- \\" \/\ , \ \I -< Im /: \ too -'6 - o \ \ -o/ %8 -u \\ - o,,<, � , °ol \ __ : }\ } : <:r :::: :_i } Zam ,mem�JIS�1 �10=1 « m , : ( q x ne ` : q : k ~�/{iii, a oO IH I ) :^ _ ) �} (\}// \i /( i \\� o \ \ ` \ lo _ �} \\ \ :\\\\\\ \ _ --- <1»� _ i \` - - - - - -- ©9:: \ \ \ ( ^ w� «� � _______________ . _ --------------- \\" \/\ , \ \I -< Im /: \ too -'6 - o \ \ -o/ %8 -u \\ - o,,<, � , °ol \ __ : }\ } : <:r :::: :_i } �y i jI I V I, u III I p I Y 1 �l f. A Ix "7il mill ITII'I�' "III H 1� III I� �h II �' II � IU°III W� I �rtil II I Ir I L LL r G til'I i' I', n ulii ��ill L99 L 8 00 'IIVn OVO?J 1S3?JO� 'M OL9 � P 0 311tl11 Q"3NSNOI111S3A1 Ofl`ItlA X31d f14 c , .q, �q, 'a M y � I adoa ls3aoA �y i jI I V I, u III I p I Y 1 �l f. A Ix "7il mill ITII'I�' "III H 1� III I� �h II �' II � IU°III W� I �rtil II I Ir I L LL r G til'I i' I', n ulii ��ill L99 L 8 00 'IIVn OVO?J 1S3?JO� 'M OL9 � P 0 311tl11 Q"3NSNOI111S3A1 Ofl`ItlA X31d f14 c , .q, �q, 'a M y � I adoa ls3aoA Ste' f qw ME k. i+' , 14 $ r� T' Q }� A L 0 JI II I I k I I I� I dill III i P IIS I Ilipil I O LU 14 LU w �, N ? O o w �z {[ , w a � U '` o oa .or,z co_ (7 � N o r' a a z 4 . cn z 4' yOf LU 0 co Y `�.�i 0 co Q -iw N m z Q 4 z �' w w O 2 wl l� a 00 - (1_ m LL zz cn Oz O Q Oo wo cr U �U) 2 c L99 L 8 00 'IIVn OVO?J 1S3?JO� 'M OL9 P N � X31d f14 311tl11 Q"3NSNOI111S3A1 Ofl`ItlA c adoa ls3ao� r� T' Q }� A L 0 JI II I I k I I I� I dill III i P IIS I Ilipil I O LU 14 LU w �, N ? O o w �z {[ , w a � U '` o oa .or,z co_ (7 � N o r' a a z 4 . cn z 4' yOf LU 0 co Y `�.�i 0 co Q -iw N m z Q 4 z �' w w O 2 wl l� a 00 - (1_ m LL zz cn Oz O Q Oo wo cr U �U) 2 c z L9919 00 'IIVA OVO?l 1S3?J0= 'M OL9 P p Xlldna o Q GVOH 1SIHOd 9 9 z U K � ry lot o�Q � 5moil I m --6 h I.1 Al I n OR 1-11 � II.P w e 6�+�IpF U K � ry lot o�Q � 5moil In- a --6 h I.1 Al imp OR 1-11 U K � ry — 1 I [O 1 O / a / 1 / / / / / o +sa a 3JDJ *AA 1301 o�'pen'19 aBLI APA' 101 T �ho�9 '�u!lij y39 a$pll!� PA 'L lol _ o J xaldna peoli lsajoj �g & w� d� ��i �� • R z _ peao!o�'!!ej'peob is O oLA H T �ao!g 'fu!I!j 439 aBell!� I!e�'L l01 ol - _ o 5 3 F N J � LL o0 g` J xi)�dna peon lsaaoj a�B o F o � LL o0 M a�B � City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: May 11, 2020 ITEM/TOPIC: A request for review of a Major Exterior Alteration, pursuant to Section 12-7J-12, Exterior Alterations or Modifications, Vail Town Code, to allow for the construction of a new hotel and on-site EHUs, located at 1783 North Frontage Road/Lots 9, 10, 11, & 12, Buffer Creek Resubdivision, and setting forth details in regard thereto. (PEC20-0008) ATTACHMFKITC- File Name Staff Memorandum PEC20-0008.pdf [Attachment Al Vicinity Map.pdf [Attachment Bl Applicants Narrative compressed.pdf [Attachment Cl Project Plan Set 1 of 4.pdf [Attachment Cl Prosect Plan Set 2 of 4.pdf [Attachment Cl Project Plan Set 3 of 4.pdf [Attachment Cl Project Plan Set 4 of 4.odf [Attachment Dl Public Comment - Randall Guerriero.pdf [Attachment El Public Comment - Hank and Cheryl Saipe.pdf Description Staff Memorandum [Attachment A] Vicinity Map [Attachment B] Applicant Narrative [Attachment C] Project Plan Set 1 of 4 [Attachment C] Project Plan Set 2 of 4 [Attachment C] Project Plan Set 3 of 4 [Attachment C] Project Plan Set 4 of 4 [Attachment D] Public Comment - Randall Guerriero [Attachment E] Public Comment - Hank and Cheryl Saipe TOWN OF Volt: Memorandum TO: Planning and Environmental Commission FROM: Community Development Department DATE: May 11, 2020 SUBJECT: A request for review of a Major Exterior Alteration pursuant to Section 12-7J-12, Exterior Alterations or Modifications, Vail Town Code, to allow for the construction of a new hotel and on-site EHUs, located at 1783 North Frontage Road/Lots 9, 10, 11, & 12, Buffer Creek Resubdivision, and setting forth details in regard thereto. (PEC20-0008) Applicant: Vail Hotel Group LLC, represented by Mauriello Planning Group Planner: Erik Gates SUMMARY The applicant, Vail Hotel Group LLC, is requesting the review of a Major Exterior Alteration, pursuant to Section 12-7J-12, Exterior Alterations or Modifications, Vail Town Code, to allow for the construction of a new Marriot Residence Inn and on-site EHUs, located at 1783 North Frontage Road/Lots 9, 10, 11, & 12, Buffer Creek Resubdivision. Based upon staff's review of the criteria outlined in Section VII of this memorandum and the evidence and testimony presented, the Community Development Department recommends approval, with conditions of this application, subject to the findings noticed in Section VIII of this memorandum. II. DESCRIPTION OF REQUEST Vail Hotel Group LLC, represented by Mauriello Planning Group, is proposing construction of a new hotel on the previous Roost Lodge site. The proposed development includes 146 Limited Service Lodge Units (LSLUs) and onsite dormitory - style employee housing for 9 employees composed of 5 bedrooms. No variances within the Public Accommodation -2 (PA -2) District are requested as part of this application. The applicant is also proposing various streetscape improvements along North Frontage Road including: a turning lane for access into the site, a sidewalk from the end of the existing walk east of the site to Buffehr Creek Road, and a bus turnoff with an easement to the Town of Vail for a bus shelter. A vicinity map (Attachment A), the applicant's narrative (Attachment B), project plan set (Attachment C), and public comments (Attachments D — E) are attached for PEC review. III. BACKGROUND Construction on the original Roost Lodge began in 1977 in Eagle County and was latter annexed into the Town in 1980. In 2006, a redevelopment of this site with 101 LSLUs, 28 DUs, and 3 EHUs was approved by the Town. However, this redevelopment was never constructed. In 2012 another redevelopment was proposed and approved with 152 LSLUs, 28 DUs, and 2 EHUs. This redevelopment was modified again in 2013 to add more LSLUs and convert the proposed free-market units into LSLUs, bringing the proposal to 176 LSLUs and 4 EHUs. Though approved by the PEC, this redevelopment also did not end up being constructed. In 2016, an SDD for this site that included 170 LSLUs, 96 EHUs, and 6 free market units was approved. However, a development agreement was never approved and the SDD expired in February of this year, 2020. The current proposal is architecturally similar to the redevelopments proposed from 2006 to 2013. However, no free-market dwelling units are proposed as part of this Major Exterior Alteration application. IV. APPLICABLE PLANNING DOCUMENTS Title 12, Zoninq Regulations, Vail Town Code (in part) ARTICLE J — Public Accomodation-2 (PA -2) District 12-7J-1: PURPOSE.- The URPOSE: The public accommodation -2 district is intended to provide sites for lodges, limited service lodges, and residential accommodations on a short term basis, for visitors and guests, together with such public and semipublic facilities and commercial/retail and related visitor oriented uses as may be appropriately located within the same zone district and compatible with adjacent land uses. This district is intended to provide for lodging sites located outside the periphery of the town's Vail Village and Lionshead commercial core areas. The public accommodation -2 district is intended to ensure adequate light, air, open space, and other amenities commensurate with lodge uses, and to maintain the desirable resort qualities of the zone district by establishing appropriate site development standards. Additional nonresidential uses are allowed as conditional uses which enhance the nature of Vail as a vacation community, and where permitted uses are intended to function compatibly with the high density lodging character of the zone district. (Ord. 2(2006) § 2) 12-7J-14: MITIGATION OF DEVELOPMENT IMPACTS.- Property MPACTS: Property owners/developers shall also be responsible for mitigating direct impacts of their development on public infrastructure and in all cases mitigation shall bear a reasonable relation to the development impacts. Impacts may be determined based on reports prepared by qualified consultants. The extent of mitigation and public amenity improvements shall be balanced with the goals of redevelopment and will be determined by the planning and environmental commission in review of development projects and conditional use permits. Substantial off site impacts may include, but are not limited to, the following: deed restricted employee housing, roadway improvements, pedestrian walkway improvements, streetscape improvements, stream tract/bank restoration, loading/delivery, public art improvements, and similar improvements. The intent of this section is to only require mitigation for large scale redevelopment/development projects which produce substantial off site impacts. (Ord. 2(2006) § 2) Vail Comprehensive Plan (in part) Vail 20/20 Focus on the Future — Strategic Action Plan (in part) - The Vail 20/20 Strategic Action Plan is a visioning document that begins with a set of values that outline what is truly important to the community. The plan outlines goals for land use and development, parks and recreation, environment, housing, transportation, economy, community and public safety topics, including specific vision statements, long-term goals, and actions and strategies over the next 5 years to achieve those goals. LAND USE Goal #4: Provide for enough deed -restricted housing for at least 30 percent of the workforce through policies, regulations and publicly initiated development. • Address the zoning regulations to provide more incentives for developers to build employee housing units. ENVIRONMENTAL SUSTAINABILITY Goal #2: Energy Management in Buildings and Transportation. Reduce the town's 2007 baseline green house gas emissions. • Support employee housing initiatives in order to reduce trips into Vail. HOUSING Goal: The Town of Vail recognizes the need for housing as infrastructure that promotes community, reduces transit needs and keeps more employees living in the town, and will provide for enough deed -restricted housing for at least 30 percent of the workforce through policies, regulations and publicly initiated development. • Expand the number of employee beds in the Town of Vail. • Conduct inventory of all sites with development potential and pursue opportunities for acquiring undeveloped or underdeveloped properties. TRANSPORTATION Goal #1: Create an integrated Transportation System with high levels of service that caters to the many needs of our residents, guests and employees and embraces the many issues of the surrounding natural and built environment in its design, implementation and operation. Parking • Meet future parking needs of approximately 1,000 spaces by developing parking supply that is conveniently located to destinations. Pedestrianization Ensure that all pedestrians have a maximum of a quarter mile or less to walk from transit stops to major destinations. Ensure transit and pedestrian connections are integrated into the design of development projects. • Improve sidewalks on frontage roads and other necessary places. ECONOMY Goal #3: Maintain a town -wide workforce in which at least 30 percent of people who work in Vail also live in Vail. • Support the local economy by working with the business community to address future workforce housing needs as they relate to business in Vail. Vail Land Use Plan (in part) — The Land Use Plan is not intended to be regulatory in nature but is intended to provide a general framework to guide decision making. One specific measure used to implement the recommendations of the Land Use Plan includes amendments to the Official Zoning Map. Other measures include changes to ordinances and regulations, or policies adopted by the Town. Chapter 11- Land Use Plan Goals / Policies (in part) 1. General Growth/Development 1.1 Vail should continue to grow in a controlled environment, maintaining a balance between residential, commercial and recreational uses to serve both the visitor and the permanent resident. 1.3 The quality of development should be maintained and upgraded whenever possible. 1.12 Vail should accommodate most of the additional growth in existing developed areas (infill areas). 3. Commercial 3.1. The hotel bed base should be preserved and use more efficiently. 5. Residential 5.3. Affordable employee housing should be made available through private efforts, assisted by limited incentives, provided by the Town of Vail, with appropriate restrictions. 5.5. The existing employee housing base should be preserved and upgraded. Additional employee housing needs should be accommodated at varied sites throughout the community. V. ZONING ANALYSIS Address: 1783 North Frontage Road Legal Description: Lots 9, 10, 11, & 12, Buffer Creek Resubdivision Lot Size: 1.988 acres (86,597 sq. ft.) Existing Zoning: Public Accommodation -2 (PA -2) Land Use Designation: Medium Density Residential Geological Hazards: Steep Slopes, >40% Development Required by Town Proposed Complies? Standard Code Lot Size Min. 10,000 sq. ft. 1.98 acres (86,597 sq. Complies ft.) Minimum Setbacks* Front — 20' North: 20' Complies* Side — 20' South: 10' (20' above Rear — 20' grade) East: 40' West: 20' Maximum Height 45 ft. flat roof 47.7 ft sloped Complies 48 ft. slopped roof Maximum GRFA 150 sq. ft. GRFA/ 100 75,020 sq. ft. LSLU Complies sq. ft. buildable site 2,268 sq. ft. EHU area 129,896 sq. ft. not counted as GRFA VI. 1y/II Dwelling Units/Acre 25 DUs/acre (49 DUs) None Complies Employee Housing 8.88 Employees 9 Employees Complies (dormitory style) Site coverage Max. 65% of site area 36% or 30,851 sq. ft. Complies maximum (56,288 sq. ft.) Minimum Min. 30% of site area 44% or 37,985 sq. ft. Complies Landscaping (25,979 sq. ft.) Required Parking LSLU: 0.7 spaces/unit 107 spaces Complies (102.2 spaces) (98 enclosed, 9 EHU: 2.5 spaces surface * Within the PA -2 district, the Planning and Environmental Commission or Design Review Board may approve variations to the required setbacks, subject to the criteria found in section 12-7J-6: Setbacks, Vail Town Code. SURROUNDING LAND USES AND ZONING Existing Land Use Zoning Designation North: Multi -Family Two -Family Primary/Secondary Residential (PS) South: CDOT ROW None East: Open Space Two -Family Primary/Secondary Residential (PS) /SDD #22 Grand Traverse West: Multi -Family Residential Cluster REVIEW CRITERIA -MAJOR EXTERIOR ALTERATION Section 12-7J-13, Compliance Burden, Vail Town Code, outlines the review criteria for major exterior alteration applications proposed within the Public Accomodation-2 (PA - 2) Zone District. According to Section 12-7J-13, Vail Town Code, a major exterior alteration shall be reviewed for compliance with the following criteria: That the proposed exterior alteration or new development is in compliance with the purposes of the public accommodation -2 (PA -2) zone district; The main purpose of the PA -2 zone district is to provide for "lodges, limited service lodges, and residential accommodations on a short-term basis". The proposal to construct only LSLUs and EHUs on this property is very much in line with this purpose. These units are located outside the commercial core areas of Vail Village and Lionshead, as is the intent of the PA -2 district, with immediate bus access to help guests and residents reach commercial and recreational amenities throughout the town. This proposal is also generally compliant with the required dimensional standards of the PA -2 district. Most setbacks are compliant with the 20 -foot setbacks of the PA -2 district, however there is one below -grade encroachment into the front setback for trash and recycling facilities. There are specific criteria within the PA - 2 zone district that allows for the PEC and/or DRB to approve variations from the prescribed setbacks, these are: "A. Proposed building setbacks provide necessary separation between buildings and riparian areas, geologically sensitive areas and other environmentally sensitive areas. B. The proposed building setbacks will provide adequate availability of light, air and open space. C. Proposed building setbacks will provide a compatible relationship with buildings and uses on adjacent properties. D. Proposed building setbacks will result in creative design solutions or other public benefits that could not otherwise be achieved by conformance with prescribed setback standards. (Ord. 2(2006) § 2)" This proposed setback deviation faces North Frontage road where it does not encroach on any other buildings, uses, geologically sensitive areas, or environmentally sensitive areas. As the deviation is entirely below grade, it will have no negative effects on light or air, and it does not affect any substantial open space. The deviation allows for trash and recycling facilities to be located conveniently for pickup, while also hiding these elements from the public eye, without the need for an additional structure for trash enclosure. With the limited impact anticipated from this, staff agrees that the functionality of this location can justify the encroachment. Staff finds this criterion to be met. 2. That the proposal does not otherwise have a significant negative effect on the character of the neighborhood; and, The proposed site is surrounded primarily by multi -family residential uses with the Buffehr Creek Condominiums to the west and Hillside Condominiums to the north. The property to the east is currently used as open space and is part of the Grand Traverse Special Development District (SDD #22). Finally, to the south is North Frontage road. The presence of the Marriott Residence Inn at this scale should not have a significant detrimental impact on an area already containing medium density development. The proposed Marriott Residence Inn is located downslope of Meadow Ridge Road. The proposed height should not have any significant impact on views for residents on Meadow Ridge Road, but may help block some of the traffic noise from 1-70 and North Frontage Road. Additionally, the development of a hotel along a major roadway like North Frontage is appropriate and the addition of a bus stop will add to the connectivity of the surrounding neighborhood to the rest of Vail. There has been some neighbor concern regarding the sidewalk connecting North Frontage and Meadow Ridge, see Attachment C. While this proposal should be reviewed on its own for Vail's current context, it is worth noting that the scale of this development is less than that of the previous proposals made in 2012, 2013, and 2016 for this site. Staff finds this criterion has been met. 3. That the proposal substantially complies with other applicable elements of the Vail comprehensive plan. This proposal is substantively in line with the goals of the Vail comprehensive plan for a number of factors. The proposal supports employee housing goals by providing the appropriate amount of employee housing for new lodging units entirely on-site. The proposal also encourages a reduction in vehicle miles travelled by not only providing on-site EHUs, but by providing a bus stop and setting aside land for a bus shelter. In addition, pedestrian circulation is improved along North Frontage Road by connecting the existing sidewalk to the east of this property to Buffehr Creek Road. Finally, this project supports the Vail economy by providing hotel rooms in replacement and addition to those removed by the demolition of the previous Roost Lodge. Staff finds this criterion to be met. VIII. STAFF RECOMMENDATIONS Staff's recommendation is based upon the criteria outlined in Section VII of this memorandum and the evidence and testimony presented. Should the Planning and Environmental Commission choose to approve, with conditions, the applicant's request for a Major Exterior Alteration request, the Community Development Department recommends the Commission pass the following motion: "The Planning and Environmental Commission approves, with conditions, the applicant's request for a Major Exterior Alteration, pursuant to Section 12-7J-12, Exterior Alterations or Modifications, Vail Town Code, to allow for the construction of a new hotel and on-site EHUs, located at 1783 North Frontage Road/Lots 9, 10, 11, & 12, Buffer Creek Resubdivision, and setting forth details in regard thereto. (PEC20-0008)." Should the Planning and Environmental Commission choose to approve the applicant's request for a Major Exterior Alteration, the Community Development Department recommends the Commission include the following conditions: 1. Approval of this Exterior Alteration is contingent upon the applicant receiving Town of Vail Design Review Board approval for the proposed improvements prior to receiving a building permit. 2. Prior to requesting a Certificate of Occupancy from the Town of Vail, the applicant shall work with the Art in Public Places (AIPP) board to provide an approved public art piece valued at a minimum of $70,000. 3. Prior to requesting a Certificate of Occupancy from the Town of Vail, the applicant shall provide at least a 10'x 10' Bus Shelter easement for a future Town of Vail bus shelter at the Southwest corner of the property adjacent to the proposed Bus stop in a location approved by the Public Works Department. 4. Prior to requesting a Certificate of Occupancy from the Town of Vail, the applicant shall provide the Town with a Roadway and Snow Storage Easement as approved by the Town Attorney along Meadow Ridge Road at the hairpin turn that shall extend at least 10' out from the edge of existing pavement. 5. Developer shall design and construct a separated concrete walk approved by the Public Works Department from the proposed bus stop to Buffehr Creek Road to allow for adequate snow storage and landscape buffer. 6. Developer shall provide the Town will a Final Drainage Report for the project prior to Building Permit Approval to be reviewed and approved by the Town. 7. Developer shall provide an approved CDOT access permit and Notice To Proceed plans from CDOT prior to Building Permit Approval. Should the Planning and Environmental Commission choose to approve the exterior alteration request, the Community Development Department recommends the Commission makes the following findings: "Based upon the review of the criteria outlined in Section Vll of the Staff memorandums to the Planning and Environmental Commission dated May 11, 2020, and the evidence and testimony presented, the Planning and Environmental Commission finds.- 1. inds: 1. That the proposed Major Exterior Alteration is in compliance with the purposes of the PA -2 district as specified in section 12-7J-1 of the Zoning Regulations, and 2. That the proposal is consistent with applicable elements of the Vail Comprehensive Plan, and 3. That the proposal does not otherwise negatively alter the character of the neighborhood." IX. ATTACHMENTS A. Vicinity Map B. Applicant's Narrative C. Project Plan Set D. Public Comment — Randall Guerriero — Received 4/16/2020 E. Public Comment — Hank and Cheryl Saipe — Received 4/29/2020 i k Abi 70 9 a AA G�0 � Z� 9 Il 0 _ 0 LO N 0 m w 00 Q (4 •O Q o � N V w o c y W o a� CL W� w � = o i k Abi 70 9 a AA G�0 � Z� 9 Il 0 _ 0 LO N 0 m RESIDENCE INN BY MARRIOTT lvullcl Mauriello Planning Group loop NRID(J-1 Hrp'rF. rAR0UP Submitted to the Town of Vail: March 30, 2020 Fft THE RICHARDSON DESIGN PARTNERSHIP I. Consultant Directory Owner and Applicant Vail Hotel Group, LLC Sunridge Properties, Inc., manager 7255 E. Hampton Avenue Suite 122 Mesa,AZ 85209 480.854.1414 Planning and Entitlements Dominic Mauriello, Principal Mauriello Planning Group PO Box 4777 Eagle, CO 81631 dominic@mpgvail.com 970-376-3318 Architecture The Richardson Design Partnership 510 South 600 East Salt Lake City, UT 84102 801.355.6868 Landscape Architecture Jamie McCluskie macDesign jamieCa)macdesignla.com 970-513-9345 Civil Engineering Gary Brooks Alpine Engineering 34510 US 6 No. 9 Edwards, CO 81632 970.926.3373 Traffic Engineering Kari J. McDowell Schroeder, PE, PTOE McDowell Engineering P.O. Box 4259 Eagle, CO 81631 kari@mcdowelleng.com 970.623.0788 II. Introduction The applicant, Sunridge Properties, Inc., represented by Mauriello Planning Group, is requesting a Major Exterior Alteration in the Public Accommodation - 2 zone district to allow for a Residence Inn by Marriott at 1783 N. Frontage Road West / Lots 9-12, Buffehr Creek Subdivision. The Residence Inn by Marriott consists of 146 Limited Service Lodge Units (LSLU). A LSLU is generally a hotel room with kitchen facilities. It is defined by Chapter 12-2 of the Vail Town Code as follows: LODGE UNIT, LIMITED SERVICE:Any room or group of rooms with "kitchen facilities", as defined herein, in a limited service lodge which are designed for temporary occupancy by visitors, guests, individuals, or families on a short term rental basis, and accessible from common corridors, walks, or balconies without passing through another accommodation unit, limited service lodge unit, fractional fee club unit or dwelling unit. A limited service lodge unit is not intended for permanent residency and shall not be subdivided into an individual condominium unit, pursuant to title 13, "Subdivision Regulations", of this code. The hotel rooms range from 462 sq. ft. to 729 sq. ft., for a total of approximately 75,020 sq. ft. of LSLU on-site. The Residence Inn will include a fitness center, hot tub, and observation deck for guest use. There is also a breakfast room and a small meeting room/overflow breakfast room for use by guests only. The business model for this type of units does not include a full-service restaurant. Residence Inn is known for the extended stay lodging category, which recognizes the need and are designed for longer stays with separate living, working, and sleeping areas, making it appealing for family leisure travelers as well as business travelers. There are over 700 locations and over 85,000 rooms of Residence Inns worldwide. Nationally, Residence Inn has an average occupancy rate of 79.7% and are one of the more affordable upscale offerings of the Marriott portfolio. The project also includes a dorm -style employee housing unit facility, housing 9 employees, consistent with the Town of Vail Employee Housing requirements. This dorm unit consists of 5 bedrooms and shared common living and kitchen area. The project is served by an underground parking structure with 98 parking spaces, along with 9 surface parking spaces. This meets the parking requirements of Chapter 10-12. The design of the project was inspired by the existing architecture of Vail, the predominant picturesque nature of Vail, and its immediate environment. The design of the building is predominantly four stories in height and nestled into the sloping landscape of the neighborhood so that from the South Frontage Road it appears to be stepping downhill. 3 III. Location The property is located at 1783 N. Frontage Road West / Lots 9-12, Buffer Creek Resub. The parcel number is 2103-123-02-001. The property is accessed from N. Frontage Road. There are no geologic hazards affecting the property. * .r Open Space parcel - Multi -Family Residential: of Grand Traverse 8 units on .73 acres •� '' .� - Multi -Family Residential: 3 Pa, units on .27 acres . 4AP.. 6 Pr *j' Multi -Family Residential:` 20 units on .69 acres The adjacent properties are as follows: Property North Hillside Condos Mustang Condos South 1-70 Right -of -Way East Grand Traverse West Buffer Creek Condos � y • Zoning Description Primary/Secondary 8 units of multiple family Primary/Secondary 3 units of multiple family no zoning SDD with underlying zoning Open space property of Primary/Secondary Residential Cluster 20 units of multiple family 4 IV. Background The site is the former location of The Roost Lodge, which was built in the early 1970s. The Roost Lodge featured 72 hotel rooms, one dwelling unit, and a paved surface parking lot. In 2006, the Town of Vail approved an application for the redevelopment of the Roost Lodge with the construction of a new limited service lodge, the Marriott Residence Inn. The project included 101 limited service lodge units, 28 free- market dwelling units, and 3 employee housing units. The Town Council granted a series extensions during the Great Recession to allow this property to be developed as a hotel. In 2012, the Planning and Environmental Commission approved a Major Exterior Alteration for a new redevelopment of the Roost Lodge property. The approval included 152 Limited Service Lodge Units and two employee housing units. The approval limited the 28 free-market dwelling units previously approved for the property. Very few changes were made to the site plan and building plans. 2012 Approved Site Plan r� —= z z � 7 '' �'•`� � -i - - 'J V L41 -�1•�N.�fw -.. � ate. ... .�. � .w L7.��,h. �.�_ �` r===° i#i .I,r.::...t,r.r '� �Ti� �' y�..r .rn. _•..��r� -+r �. 4f a�^. +W4 ' + C-4 5 On June 24, 2013, the Planning and Environmental Commission approved an application to modify the 2006 approval by converting the free-market dwelling units to LSLU and the addition of another 24 LSLU bringing the total number of LSLUs to 176 units. The approval included 4 EHUs. The project was very similar in architecture to the 2006 approval. The Town Council, at the encouragement of the neighbors, called -up the Planning and Environmental Commission approval. An appeal was heard by the Town Council on August 6, 2013 and the Town Council upheld the 2013 Planning and Environmental Commission approval. On November 28, 2016 the Planning and Environmental Commission recommended approval of a proposed Special Development District consisting of 170 LSLU, 96 deed restricted EHUs, and 6 free- market rental units on the property. The SDD was approved by the Town Council on February 21, 2017. A development agreement was never approved and the SDD approval expired on February 20, 2020. On January 17, 2020, the property was purchased by Vail Hotel Group LLC, managed by the Sunridge Properties, Inc. The main area of focus for Sunridge is in the hospitality industry with the development of approximately 50 hotel projects representing various hotel brands. This includes all of the Marriott Brands and also includes numerous Marriott Residence Inn projects. A table summarizing the previous applications is provided below: Standard Allowed/ 2006 Approval 2012 Approval 2013 Approval 2016 Approval Required Lot Area 10,000 sq. ft. 86,597 sq. ft. 86,597 sq. ft. 86,597 sq. ft. 86,597 sq. ft. min Density 49 DU 28 du 0 du 0 du 0 du Limited Service Unlimited 101 LSLU 152 LSLU 176 LSLU 176 LSLU Lodge Units (LSLU) GRFA 129,896 sq. ft. 75,842 sq. ft. 75,031 sq. ft. 82,485 sq. ft. 95,198 sq. ft. Building Height 48 ft. 48 ft. 48 ft. 48 ft. 58.4 ft. Site Coverage 56,288 sq. ft. 44,376 sq. ft. 44,376 sq. ft. (5 I %) 44,376 sq. ft. (51 %) 81,834 sq. ft. (94.5%) (65%) (51%) - underground 47,974 sq. ft. (55.4%) - above grade Landscape Area 25,979 sq. ft. 38,698 sq. ft. 38,698 sq. ft. (44%) 38,698 sq. ft. (44%) 26,726 sq. ft. (30%) (44%) Setbacks* North 0 ft. - 20 ft. 20 ft. 20 ft. (above -grade) 20 ft. (above -grade) 0 ft. (underground) West 0 ft. - 20 ft. 15 ft. 20 ft. (above -grade) 20 ft. (above -grade) 20 ft. East 0 ft. - 20 ft. 20 ft. 20 ft. (above -grade) 20 ft. (above -grade) 0 ft. (underground) South 0 ft. - 20 ft. 20 ft. 20 ft. (above -grade) 20 ft. (above -grade) 0 ft. (underground) Above grade 20 ft. setbacks maintained Parking 128 spaces 169 spaces 165 spaces 165 spaces 360 spaces Loading I berth I berth I berth I berth 2 berth 6 Standard Allowed/ 2006 Approval 2012 Approval 2013 Approval 2016 Approval Required Employee Housing Housing for 3 Type III EHU I Type IV CL 2- 14.56 bedroom unit = 2.25 employees employees I Type IV CL dorm unit = 4 employees Housing for 4.95 additional employees off-site 2Type IV CL dorm units = 8 employees. Housing for 6.56 additional employees off-site 113 EHU V. Zoning The property is zoned Public Accommodation -2 (PA -2). The PA -2 zone district purpose statement states (12-7J-1): The public accommodation -2 district is intended to provide sites for lodges, limited service lodges, and residential accommodations on a short term basis, for visitors and guests, together with such public and semipublic facilities and commercial/retail and related visitor oriented uses as may be appropriately located within the same zone district and compatible with adjacent land uses. This district is intended to provide for lodging sites located outside the periphery of the town's Vail Village and Lionshead commercial core areas. The public accommodation -2 district is intended to ensure adequate light, air, open space, and other amenities commensurate with lodge uses, and to maintain the desirable resort qualities of the zone district by establishing appropriate site development standards. Additional nonresidential uses are allowed as conditional uses which enhance the nature of Vail as a vacation community, and where permitted uses are intended to function compatibly with the high density lodging character of the zone district. The PA -2 zone district allows for the following permitted and conditional uses: 12-7J-2: PERMITTED USES: The following uses shall be permitted in the PA -2 district: Employee housing units, as further regulated by chapter 13 of this title. Limited service lodge, including accessory eating, drinking, or retail establishments located within the principal use and not occupying more than ten percent (10%) of the total gross residential floor area of the main structure or structures on the site; additional accessory dining areas may be located on an outdoor deck, porch, or terrace. Lodges, including accessory eating, drinking, or retail establishments located within the principal use and not occupying more than ten percent (105' ) of the total gross residential floor area of the main structure or structures on the site; additional accessory dining areas may be located on an outdoor deck, porch, or terrace. 12-7J-3: CONDITIONAL USES: The following conditional uses shall be permitted in the PA -2 district, subject to issuance of a conditional use permit in accordance with the provisions of chapter 16 of this title: Bed and breakfasts, as further regulated by section 12-14-18 of this title. Fractional fee club units, as further regulated by subsection 12-16-7A8 of this title. Lodges, including accessory eating, drinking, or retail establishments located within the principal use and occupying between ten percent (I 0%) and fifteen percent (15%) of the total gross residential floor area of the buildings, grounds and facilities. Public or commercial parking facilities or structures. Public transportation terminals. 8 Public utility and public service uses. Religious institutions. Theaters and convention facilities. The following section provides a general overview of the development plan by providing a zoning analysis and summary of the project. VI. Development Standards Address/Legal Description: 1783 North Frontage Road / Lots 9-12, Buffehr Creek Sub Zoning: Public Accommodation - 2 (PA -2) Land Use Designation: Medium Density Residential Stn ndn rd Lot Area Density LSLU EHU GRFA LSLU EHU (EHUs do not count as GRFA) Building Height Site Coverage Landscape Area Softscape Hardscape Setbacks* North West East South Loading Employee Housing Parking Allowed/Required 10,000 sq. ft. min 49 DU unlimited unlimited Total 129,896 sq. ft. 45 ft. for flat / 48 ft. for sloping 56,288 sq. ft. (65%) 25,979 sq. ft. (30%) min of 20,783 sq. ft. max of 5,196 sq. ft./ up to 20% of softscape 0 ft. - 20 ft. 0 ft. - 20 ft. 0 ft. - 20 ft. 0 ft. - 20 ft. 2 berths Housing for 8.88 employees LSLU at 0.7 space per unit = 102.2 spaces EHU = 2.5 spaces =104.7 Mixed Use 2.5% reduction = 103 Proposed 86,597 sq. ft. / 1.98 acres 0 DU 146 LSLU I Dormitory style EHU with 5 bedrooms Total 75,020 sq. ft. LSLU: 75,020 sq. ft. EHU: 2,268 sq. ft. 48 ft. 30,851 sq. ft. (36%) 37,985 sq. ft. (43.9%) 33,985 sq. ft. 3,993 sq. ft. Additional area not qualifying for 15' x 15' standard: 4,917 sq. ft. > 20 ft. 20 ft. 40 ft. + 20 ft. 2 berths Housing for 9 employees 107 spaces (98 enclosed and 9 surface) * Below grade encroachments for the ramp and and a trash and recycling area. 10 VII. Employee Housing Plan Section 12-23-8: Administration, of the Vail Town Code requires the submittal of an Employee Housing Plan for all projects subject to development review, which is provided below: A. Calculation Method: The calculation of employee generation, including credits if applicable, and the mitigation method by which the applicant proposes to meet the requirements of this chapter; Applicant Analysis: The previous Roost Lodge consisted of 72 accommodation units and I dwelling unit. The proposed Residence Inn includes 146 limited service lodge units, for a total of 74 net new limited service lodge units. Use Calculation Total Employees Generated !74 net new limited service lodge units 0.6 employees per new unit 44.4 Mitigation Rate 20% Total Commercial Linkage Requirement 8.88 Therefore, the proposed project will need to provide employee housing for 8.88 employees. The entire requirement will be met on-site. The applicant is proposing a single dormitory unit with 5 bedrooms with the ability to house 9 employees. Use Size (Typ) Number Formula from Table 23-2 Number of Employees Housed Dorm -style 2,268 sq. ft. Total Employees Housed Requirement of Project Excess of Requirements I one employee per 250 sq. ft. I 9.048 9.048 8.88 0.168 B. Plans: A dimensioned site plan and architectural floor plan that demonstrates compliance with section 12-23-3, "Size And Building Requirements", of this chapter; Applicant Analysis: A dimensioned site plan and architectural floor plan has been provided with this submittal. The employee housing units are provided as follows: 34 • 35 3E WDIQA EMPLOYEE`° 0�J, COMMON 3' y/.EMPLOYEE •r �; � •.�' �'� rub �''Q��,�� � � 3� fh EMPLOYEE >� r-MPLDYEE ONG STUDIQ s' {•} ~r • 414` +� !LING SJUDIO •A' � • . `� a�BEld IiO�I� 5. r � ` L14C SiUI?4Q A !�• L1�. SLING STUDIO A• � �4 v N 'n + •r ' P C. Lot Size: The average lot size of the proposed EHUs and the average lot size of other dwelling units in the commercial development or redevelopment, if any, Applicant Analysis: This is not applicable to this application. D. Schedules: A time line for the provision of any off site EHUs; Applicant Analysis: This is not applicable to this application. E. Off Site Units: A proposal for the provision of any off site EHUs shall include a brief statement explaining the basis of the proposal, 12 Applicant Analysis: This is no applicable to this application. F. Off f Site Conveyance Request: A request for an off j`� site conveyance shall include a brief statement explaining the basis for the request, Applicant Analysis: This is not applicable to this application. G. Fees In Lieu: A proposal to pay fees in lieu shall include a brief statement explaining the basis of the proposal, and Applicant Analysis: This is not applicable to this application. H. Written Narrative:A written narrative explaining how the employee housing plan meets the purposes of this chapter and complies with the town's comprehensive plan. Applicant Analysis: Section 12-23-1: Purpose and Applicability, of the Vail Town Code provides the purpose of the Commercial Linkage Requirements: The purpose of this chapter is to ensure that new commercial development and redevelopment in the town provide for a reasonable amount of employee housing to mitigate the impact on employee housing caused by such commercial development and redevelopment. The mitigation rates were established by the Town of Vail Employee Housing Nexus study. These rates are based on a survey of various properties in mountain communities. The Town Vail Land Use Plan offers the following goals with regard to employee housing: 5.3 Affordable fordable employee housing should be made available through private efforts, forts, assisted by limited incentives, provided by the Town o (Vail, with appropriate restrictions. 5.5 The existing employee housing base should be preserved and upgraded. Additional employee housing needs should be accommodated at varied sites throughout the community. In 2008, the Town of Vail established the Employee Housing Strategic Plan, which brought together all of the Town's goals on employee housing into a single plan. It provides the following: In 2006, through the Vail 20/20 Focus on the Future process the community established a housing goal. It is as follows: "The Town of Vail recognizes the need for housing as infrastructure that promotes community, reduces transit needs and keeps more employees living in the town, and will provide enough deed -restricted housing for at least 30 percent of the workforce through policies, regulations and publicly initiated development" Based upon the community's work, the Vail Town Council has confirmed the Town of Vail recognizes deed restricted employee housing as basic infrastructure. This type of housing allows employees to live within the town, promoting community, and improving the quality of our local 13 workforce, thereby supporting the local economy, and reducing regional transit needs. The Employee Housing Strategic Plan (EHSP) seeks to meet the expectations established by the community and confirmed by the Town Council and provide enough deed -restricted housing for at least 30 percent of the community's workforce to live in the Town of Vail through a variety of policies, regulations and publicly initiated development projects. As indicated in this submittal, the proposal complies with and furthers the purposes and goals of the Town's employee housing requirements and master plans. 14 VIII. Criteria for Review Section 12-7J-13: COMPLIANCE BURDEN, provides the criteria for a Major Exterior Alteration in the PA -2 zone district. It states: It shall be the burden of the applicant to prove by a preponderance of the evidence before the planning and environmental commission and the design review board that the proposed exterior alteration or new development is in compliance with the purposes of the public accommodation -2 (PA -2) zone district, and that the proposal does not otherwise have a significant negative effect j`ect on the character of the neighborhood, and that the proposal substantially complies with other applicable elements of the Vail comprehensive plan. I. The proposed exterior alteration or new development is in compliance with the purposes of the public accommodation -2 (PA -2) zone district. Applicant Response: The purpose statement of the Public Accommodation - 2 Zone District: The public accommodation -2 district is intended to provide sites for lodges, limited service lodges, and residential accommodations on a short term basis, for visitors and guests, together with such public and semipublic facilities and commercial/retail and related visitor oriented uses as may be appropriately located within the same zone district and compatible with adjacent land uses. This district is intended to provide for lodging sites located outside the periphery of the town's Vail Village and Lionshead commercial core areas. The public accommodation -2 district is intended to ensure adequate light, air, open space, and other amenities commensurate with lodge uses, and to maintain the desirable resort qualities of the zone district by establishing appropriate site development standards. Additional nonresidential uses are allowed as conditional uses which enhance the nature of Vail as a vacation community, and where permitted uses are intended to function compatibly with the high density lodging character of the zone district. The proposal is a lodge facility and includes amenities commensurate with lodge uses a fitness room, guest meeting room, and other common area facilities. The proposed Residence Inn maintains the desirable resort qualities of the PA -2 district by adhering to the prescribed site development standards. The criteria contained in certain development standards of the PA -2 zone district should also be considered. Section 12-7J-6, Setbacks, contains the following pertinent language: At the discretion of the planning and environmental commission and/or the design review board, variations to the setback standards outlined above may be approved during the review of exterior alternations or modifications (section 12-7A-12 of this article) subject to the applicant demonstrating compliance with the following criteria: a. Proposed building setbacks provide necessary separation between buildings and riparian areas, geologically sensitive areas and other environmentally sensitive areas. b. Proposed building setbacks will provide adequate availability of light, air and open space. c. Proposed building setbacks will provide a compatible relationship with buildings and uses on adjacent properties. d. Proposed building setbacks will result in creative design solutions or other public benefits that could not otherwise be achieved by conformance with prescribed setback standards. Is There are below -grade front setback encroachments for the ramp as it drops down into the parking structure and for the trash and recycling area. Because the only setback encroachments are located below -grade, the proposed setback deviations allow the appropriate separation between buildings. There are no riparian areas or geologically sensitive areas in close proximity to the property. The proposed encroachments do not detract from the availability of light, air and open space given the limited encroachment being sought and the limited height of the encroachment. The proposed encroachments allow for creative design solutions to the architecture of the building without arbitrarily following a continuous setback. The proposed Residence Inn is in compliance with the purpose statement of the Public Accommodation -2 zone district. All proposed uses on the site are permitted uses by the zone district and no conditional use permits are required. 2. The proposal does not otherwise have a significant negative effect on the character of the neighborhood. Applicant Response: The site is surrounded by residential uses to the east, west and north, and 1-70 right-of-way to the south. Buffehr Creek Condominiums are located directly to the west. Hillside Condominiums and Mustang Condominiums are located directly to the north. The Grand Traverse neighborhood is located to the east, with Tract A (Open Space Parcel) directly adjacent to the property. Across 1-70 is Donovan Park, along with a single-family and duplex home. 16 The character of the neighborhood should be viewed in the context of what was present on and around the subject site. The Roost Lodge was in existence from the early 1970s and proven to be compatible with adjacent land uses. Considering the various multi -family buildings in the immediate vicinity of the previous Roost Lodge property, to the west and north, a structure which accommodates multiple -family and limited service lodge units is in keeping with the existing surrounding uses. The size of the proposed building is in direct proportion with the size of the development site, which encompasses approximately two acres. Considering the physical state of the previous Roost Lodge, the proposal will have a significant, positive effect on the character of the neighborhood. qq A 61 6 The Roost Lodge, which was demolished recently to prepare for the construction of a previous iteration of the Marriott Residence Inn was a fixture of the neighborhood since the 1970s The proposed design is very similar to the design approved in 2012. The proposed structure has material pallet that reflects traditional mountain architecture including stone, stucco, wood siding, and heavy timber elements and bracing. Below is an image of the proposed architecture. 17 Given the prior approvals issued to the property for similar massing and architecture, given that the project complies with all zoning standards as contained in the PA -2 zone district, and given the consistency with the Town's design guidelines, the proposed project does not have a significant negative effect on the character of the neighborhood. 3. The proposal substantially complies with other applicable elements of the Vail comprehensive plan. Applicant Response: The project complies with the relevant elements of the Vail Comprehensive Plan including the following policies: I. I -Vail should continue to grow in a controlled environment, maintaining a balance between residential, commercial and recreational uses to serve both the visitor and the permanent resident. 1.3 - The quality of development should be maintained and upgraded whenever possible. 1.12 -Vail should accommodate most of the additional growth in existing developed areas (infill areas). 3.1 -The hotel bed base should be preserved and use more efficiently. 3.3 - Hotels are important to the continued success of the Town of Vail, therefore conversion to condominiums should be discouraged. 3.4 - Commercial growth should be concentrated in existing commercial areas to accommodate both local and visitor needs. 5.1 - Additional residential growth should continue to occur primarily in existing, platted areas and as appropriate in new areas where high hazards do not exist. 5.3 - A f ordable employee housing should be made available through private efforts, arts, assisted by limited incentives, provided by the Town o (Vail, with appropriate restrictions. 5.4 - Residential growth should keep pace with the market place demands for a full range of housing types. 5.5. - The existing employee housing base should be preserved and upgraded. Additional employee housing needs should be accommodated at varied sites throughout the community. The project is consistent with the Town's stated goal of increasing hotel beds and the provision of adequate employee housing within the Town. The 2007 Vail 20/20 Strategic Action Plan was adopted with the goal to create a clear vision for Vail. It provides the following vision statement: We are the "Premier Mountain Resort Community" by providing high quality of life and experiences for both residents and visitors. This is achieved through environmental stewardship, world-class recreational, cultural and educational opportunities, a strong year-round economy, diversity of housing, and superior infrastructure. The town actively seeks input and cooperation from the community and its neighbors to ensure fulfillment of its vision. 18 The Town of Vail has approved four iterations of a Residence Inn for the site since 2006 and has found each to be consistent with the Vail Comprehensive Plan. Since the Vail Comprehensive Plan has not changed and the criteria remains the same, the current proposal is also consistent with the Vail Comprehensive Plan. 19 IX. Mitigation of Development Impacts Section 12-7J-14, Mitigation of Development Impacts, of that Vail Town Code states the following: Property owners/developers shall also be responsible for mitigating direct impacts of their development on public infrastructure and in all cases mitigation shall bear a reasonable relation to the development impacts. Impacts may be determined based on reports prepared by qualified consultants. The extent of mitigation and public amenity improvements shall be balanced with the goals of redevelopment and will be determined by the planning and environmental commission in review of development projects and conditional use permits. Substantial off site impacts may include, but are not limited to, the following: deed restricted employee housing, roadway improvements, pedestrian walkway improvements, streetscape improvements, stream tract/bank restoration, loading/delivery, public art improvements, and similar improvements. The intent of this section is to only require mitigation for large scale redevelopment/development projects which produce substantial off site impacts. The following items are proposed as mitigation of the development impacts: • Employee Housing: With the current requirements for employee housing, a single dormitory facility is provided housing a total of 9 employees. Because the Town Code has an adopted a Commercial Linkage requirement, no additional mitigation is required. • Bike Path/Sidewalk Improvements: A 10 ft. wide bike path is proposed in front of the property and extends west adjacent to other properties and ends at Buffer Creek Road, completing the path recently constructed by the Town. • Traffic Impact Fee: Traffic impact fees in accordance with the Town Code will be provided for the net increase of accommodation/limited service lodge units being developed on the property. • Art in Public Places: The applicant is proposing to provide public art on the property with a value of at least $25,000. 20 903 5,23oz8 J�� OP -A SS,II, V - - DHNns /�avHs "dflOb9 1310H llf/n 1101 y� �(q uu� a�uapisa� \I I i x a x O —�$ O 0 0 l I` I � I LLo I LLo I % 6 LU LU U U OO o o 9 • =o o°ia 011 opoao,o „o ]]A]] eNIMVd UP dnoso 1310H lIVA {{o JADW �(q uul a�uaplsaa aNno�e�]aNn a a ; -r, Ia _ I I I -4- -I - - -I--k- - - II II I ❑I I -�- - - -It-- - - I I I II Z a LL W i J I �I 9,03_«_ o= aea 011 oppao, NHId dnoso 1310H IIVA {JOIJAD � �(q uul ��ua isas ,m O I,D�61 1 — —El El f '� aEl Elpi pi ®® r m m u t® �° ] - m o - ¢�ae 0 0 ] ilii y ] z 0 El- LU > W z� — a =r a,= �:::^: Nyu � aomu;:�znoso130H11A ADW uul;9,03 I'DO, =g d~ s � ` ]. �! � 20^© =17 � - - - � o> : \\ � \ � , ,. oppao,o up Nv]d o ._ . d00 -H s ]dnd] "dnoso 1310H IIVA {{o JADW �(q uul a9,03�uapisa� m I'DO ,m � - - ep� - oBFn yq - qa �- - - FTA q' v it LU q� � �a s Z 8 � LL 0 - Ead w - -% - - - O m Im� =r a,= �:::^: Nyu � aomut:�z9,03:I'DO,noso130H11A ADW uul; � �� # J( > } 41 - _: —j —j- - -i ,- \ - - ,- - Z / - � �Jo6m ` UA]] ONIAdVd dfOa9130H llbnF23 �4401JADW (q uul aaoupaopi�is'au`a^ o aNnOdOd3aNn Z a d 0 0 0 Z Y = K w d O R m j�T—�— - — - _ — t- I- - - -I - -I I T— I o Z a d 0 0 0 Z Y = K w d = o � J N � 011 p ' sNollen3I3 iuu e "dflOb9 1310H 11VA {{o JJDW �(q uul a�uaplsaa o 21012131X3 Ia a: ,. .. ! ■Lim ■ ■ ' lel III' Z w w J N g z -; o - - -Fj - I I w W LU>o 0IP of _ I I I 3� S—Li-+� -+ i -_ _I -�I- -J-4-44- II II I - - IIS II �II I o� - - � -- - IF c- L1- 1 II L -C_ 41- II=1��� r - it - � -SII II I I I� I I Ii II I I I I a w E--- 2 ° �I���Irtrt� Ia a: ,. .. ! ■Lim ■ ■ ' lel z O W W H LU C <w mp o Z w w J N g z -; o - - -Fj - � o w w w W LU>o z O W W H LU C <w mp o Z w w J N g z a o a p � o w w w W LU>o 0IP of _ I I I 3� S—Li-+� -+ z O W W H LU C � a W LU>o 3� -_ _I zIl �-j1 fi- - t -- fi II o� - - � -- - IF c- L1- 1 II L -C_ r - it - � z O W W H LU C 2 Z� ZQ�Z� JIO ;Im PIO, In�n�1� ,mom — 10 - r ISI_ 5,233€ tfBoaB� 011 OpDJOIO:) 'IIDA 'dnoso 1310H 11VA 1101JADW Aq uul a:)uaplsaa SIN OI I w kg � I I W (7 5 W — J I W N � x w Li F1 I w w a� a w 11 n, n e ' Cn1RI f1, n .rf II SIE F1 81 z - i - I Ili IN a i III ,I IFl � die I- 'I=�1�I C =I W LU 7 7w O O SNOI1Hn313 21012131X3 c7v w � BE= Ek -F&M MM ME roe - LU w � BE= Ek MM LU cl) LL, mi— ]I— �M= I ON w � 9ZIV I�IP.I m I■N. :: : ■'-_: U -=Ile V V V { ! ■ OR 7 low mm �. �. 1FMM MI ! 97■I SI ■` 1•i` �_ r ar r. Vis.. : : : ■Ila- !� . r r. 1C1� . ma - 12 yy I 0 ON - — nr __ .j1■U ■` ■`sm sm■ ■` ■` ■` ■� as Tam J MI MI ■ i' � ■� E = � ■` 1•i` �_ r ar r. Vis.. : : : ■ ■ ■4 1C1� . as Tam LU • OR ! ! ■ ■ �!: • 119, __ _ g z m =eie - oo 011 'dnoso 1310H IIVA oppao,oD.ipA {{OIJADW �(q uul a�uaplsaa SNOU31S eNlall fl9 o QQ QQ QQ QQ QQ of QIP wl� wl� wl� >P2 QQ QQ ;I� ;I� o O o 0 0 0 � o� Jo wo wo wo o O wo wo VIII III III I I If ISI III I I � I h I I I _ I I Z O W I i i i i i Z O W Z � Z =eie 011 �ouppapiolsa,Ipa SNOU31S {{o eNlallf9dnoso 1310H IIVA JADW (q uul I'DO, 9,03 <p-11�-IJ o i i o 0 0 0 0 �m - _ QI QIP 10 11 o' - oc' I Quo I I I I I I I I I I I I I I I I I I I I I I I I II II II II II I II II I I I I I � I I I I I I I FSI I, II IIII i- IIS I I �- - - - L- _ ID D F �- I- - - - - --�- R R - - —— I J I J f II I I I I I I I �-�- II Z I I I I I I W II I I II I I I Z� II I I I I I u O II I I I I I yo Z, m� 3 Al T�3 mm0� z3mr�nDm s�D�E ��p�A� °���c E��o mi3 Tn os�1p 1�ma Dz n.co NAS n p DAA O p UD+NAD@Omni°00 O 030 �oN AAmo as° u�Zr UA - nA A °D -pm pmy�1 33 TTTT �ppnu N�nATT�m�(l (lD T-OT �r\'D➢ mnnc ���@�TXm���'0 ��9G rD �� � STD N pg NN m0 33pN cl ��yDD""T6 Lim N °➢ N N ppzmO00A3zm ADDAA ?j NND ZDcmr 66PD 0 ���-u+ p 3rOX 3 LTi A DAmAII FF S° U .... 00000�o oz000 r o m �13A�m OOiA mL�O NN r '�Oa +v LANDSCAPE Residence Inn by SUNRIDGE PLAN Marriott HOTEL - a _ m D R GOUP i i i z • L l 7 I= VAIL, COLORADO z ti w SEA cii 11ll 1Ep3 � '^ Am• i�<m - I � aim °m zN '=��"� 1-�III-I�II=ItG z m �IIYYIE II S 1 z m �EIIMIEIIbIEIIP 0 A SIT O m m11 Q '-n`-�II��m it m O v_x = EII i �? o ?m ¶E Il mi �@ l�mi�l ��lo< S k =Iii=I�ITI- m z P -lN�--_�,m om �� x P NEW k _-II"iI=IL III li ,> m wE ILEI-uIVIII llli� ITHI EIE Fll�-il--u 11I� 11� �.TH ull t m`o$o 00 0 '°_z`" AN T mow �n o0 Amo � �� cm A � Amr 0@ � (i RW AcD A�nOm O v �ml_I�I O zAmIIImMM Lll Al_�II EIllmll Too - - ° O DV! °A ° IN -11 *EII o mcD oio 3W n �m = m A m°o t r I=It m IIilu m I w= INII II �I z mmS =u RE� y INN III VIII INN 01 - ply@ 'LA €marg l�"�gJ u3ml�a a- a-- A° 4Am11AHn3 omAmlols 231111 $AA«I$ y MAIN ADzN� ANS m ""➢° r m€ m '�� o mA °�A n_Fn € D nom`�n"nn-a�a< m o"o@@ O omN mE�@€ n€ x�° _mac°€➢fir° o v m �m-o N =-m� mAnum°Wm O m�� °�'A m�m�-➢'"mS gym" m �� �°°rE�;m°ocA° n A o mi�no° AD U Ap N➢€€€ - NN���� �����_��°-°g���Fn�=�Nw 3 �z�,"-"��mn��omn � ,�$➢A" �A600 A aG$�mA pO �qo D °mo °E ° mrc� zcri pm OD AD�mr 3z nN �m@3 @omA���m �iOooN @�_ po.c,�E _P$ Amo _ AA mA@� @a,, Pc H is � A °m° mg Na7 9 �m °� N m ° �.m�"'x"�@ �i.� �mv �gAb: NA JU RP��In5�"o €om�crM jai' ° GvS z - oo c mmmo Vic ➢hum AD noo➢ 4�m"° m ma g"€ �rmm Axm ° �m I��r �N='o @E€ N� ��"_°. aRRo� gy mAbmzD �e IN HN ➢ o^�voz HE om �o z oOi xr -Omm33 TTTT ATTTT°(l°➢ mmc @ 1r semi MUMMA A i° ° ° tO Aom NOE���. HN mgm nN €�Z o% low 111�AAnN�ZN�•IM to w�° NOW ui°ro � � �m�m� D�� N�gii cc 333AAAm� �-`DDNi c � D� o € E &x. °A Z° zZo R� ;"e° e"off A`H HIE U �°ADmmm- a11 ; 'P'- 1"! ��m � fig i nD � on - - ° 1 99h '�D'YoAD°➢pJnq DDAA z3 NN" m °m m x3 �N �°':n'`^ .m� ao$mc "n ��oon zDo��@rz on o ➢ 1mgm n�gp �A" n bA` W9 _ €€ €o�nE n�iN kn s�E E « o`oo m o KH " N g n €� � �� o °�� og m 1H DAv Al 1, om D° D 33 m m- Wy m 3r3 -U up 211; @s! Y ! g du ap E fu guy 91 '� c3 �8D �S � A➢�� HH 1PNt is mN �z. ly oil! ooA o go owefig- sit o maw aHy" spot p r g if o� l ° ��°z A � HIS 0000z 00000°z°1 u°zo°000 n2 m @ ° man i�o NN LANDSCAPE Residence Inn by SUNRIDGE r A DETAILS, NOTES A z o D= LEGEND A Marriott HOTEL - A3 • GROUP �A �m L 1 2 o= z o z o - �� W_6 - Z aWtw o d noso c oavao� o� 7ron O 10 133 H S IKOH 39alSNns }{ouanW Aq uul aouapisaa 213AOO o � u m V J Q U U a_ a W In ? U z H U y LUI t75 �_ - Z 12 12 Q' D 17 a w $ 10 e f 8_ @y nz 4 3 e9 3 21 97. & �QO LL 2` 'b R �' E o c B m O w 3 v � > & 4 Mi oavao]oM� Pon OG iro" S310N 3 IROH TDOISNns }}oujoW Aq uul aouappabis �InlO is All HIS Hf it _ & r ¢ a 71 U Q Q Z UIQ =U�Z Pop: rU>< O wOzO O(j�Z ary za� £ 6 $ W W O Kcal�K� all Op - m �_ - g Z".1 a v as mP o 3 _ NO UL 'lull 1 e s a a s s _ - 0 s i = 5 . `L� 000 �� FO �9\\\000 ✓ 9 \` O / 5e� sAl O as zo f° ¢[ W� Z��� 00VdOl 00 'TVA ea'Mdaa r s.�aroaa w 0 Z� oil �l OilMIN adnoHe a }}ouaeW A8 SNOIlI4N0O s �\==09 1310H3J4RiNf1S uu1 aouapisa�{ aR JNUSN3 \ \\(/� � �Z ds ( \ Od \ PHI low _a3= \ — - - _ . `L� 000 �� FO �9\\\000 ✓ 9 \` O / 5e� sAl O as A°a a \ \\(/� � �Z ds ( \ Od \ . `L� 000 �� FO �9\\\000 ✓ 9 \` O / 5e� sAl O as U V d Q� dnoao °°" ° °° " SNOWGNOO r 1310H 3JOIbNnS 140IJ y� A� uuI a�uaplsaa JNIISIX3 FL183 \ III ( ' •ta' � \ ip $ '\ 11 111111111 / AV �\r �� -- `\ �� ' a� 655:• 1 1 1 1 1 / � `1 � � � 1 ��.R ✓0 . g 1111,11 1111,11 1111,11 111,1111 1111111A 1 =� , ��`V 11111111/ `, i' PI 1\1,1 I nIT� �I I� II NI`NI 111 P Ir T� ✓ �a�e�V ' I , A `�\ 1 \ \\tea\\\\\,\ i \l`qi\\w\1\1 , \ 1 AY1111 \ h \ ' e `` ;\\\\ \pt 1 `111 `\ 11 \\\�,/ ' 1, i/' i/ Q i \\�� § dQ2\ 11 :\;`♦\ ` ice/ � ....�\\ )\1\'\1 \1 `I\ 1 �` `\� \\ \ � �/ moi ks I�� \ �\• �\ I `\\1\1 \\`� ���I\� /- �v`1♦ 111 11 � `1A1` 1 1 � / 9�� I A V .1 _ 1 `Ifi QI gip= . 111 1 1 1 � ♦� A• Ap 1 d1`��i 11`:1 'V `. �� � � A A\ \ \ \ 1 1 1 / 1 ♦ i� \M � `\`1�R \ 1`\ 1\\"� 4 -_' � 1 tial 1 / � ` 1\ `' \ � ` `1 , 11111 1111 1 ��� °' � ` 111` 11` 111 to� \ `�� — 11 �Sr`'` 11 A1C AO �\\ V `1y♦♦ . A� ` 1 x 1 1 1 1 1 1 A 11 11 11A A 1 1 ��� `� � `« ♦ �`. � 1`1 \I A 111` 1, 1111 ��� � \ 1 1 V`� � Y 1 � /� \ � �♦ `1 � �11 � � I n�V ` �^a\ \1`�. ;, `11 11 AI ��. 1 � 1 ��•rV A 1 . \ \ T 1 3 O �Pm � l 1 •O� O 10 U V d FLID3 Q� dnoao °°" ° °° " SNOWGNOO r 1310H 30OIbNnS 140IJ y� A� uuI a�uaplsaa JNIISIX3 / `I l 11 II 11,1 \ ; / II \I�\ ��\ � � � � \' o o35F1 \ _ I 1 1 1 11 11 1 11 j11 1 11 1 11'££S V, Intl 1 1 1, 0 1 Io11 j o I I I Iml I - � I 1111 1ld ill 11 111 � II 11 Iliiilo� z 1 V\ ` A`V�8�� 3 z 111 II 11 11 II I ,I 11/1/+1 1 /// r ♦\� \ \ `� 1111 II 111'11111111111111 \1 II ��/ \`\V\ \' '1 '1 I1 11 1' 1111 11 II I 1 11\ \\ \I 11 1 1 \\s\� -� ; § \;\•\ O § 1 11 11 \1 11 \ 11 11 '1 11 ,I , \\ \\ 11 11 i � l l l l l 1 1 1 1 1 1, 1 11 \I 'V 1 A I, Al Il 1 1 A 1 1 1 1 III ,1 A 1 1 1 111111 1 1 1 ,1 \\ '1 1111 11 1 I i 1 1 A A A 11 1 1 1 1 1 1 I III , I ', 1\ 11 1 '1 11 10 11 11 1 11 1, , 11 11 1 1 1, 1 , 1 A 1 , 11 1 1 111111( 1 \\ 1 1 1 11 11 1 1 1 j 1 I I 1-- s', 11 11 ,'aJ '1 1, A '1 11 11 1, '1 11 11�I 1 \1 1 I , 1111 11 111111 1 1 1 , IM1 „IIy �a 1 lo, 1 11 111 1' I Im, 1 11 `� 11 I 1 I I l N l I A I I 1 1 1 1 1 1 1 1 I 1 �11 11 1 /IEE 111 1 , , 11 1 111 1 I III 1 I , 11 11 11 A , 1 `. - 1 I I I . � t•��I II I I �� ��A V � � \ �� � \ FI ll I l I j l l i I I I`N I I`1 %V 1111 1 1 V I I I1�� HV I III 1 1111 IJ I �o � // I,e e�'11I1iii�1v1v1v` v rte. ` /za \\\ —L\_\ 65.00, a�F� ��`����/1 �mw � // V tl ___- `111 1 1 , ♦♦� �/\yn `'I. `�\\\\\\\ \ \ \`\ m ry�d � m I`\1111/ 1 ♦� ri�� �\\� �o�\\`�\` 0 `` -_'� _�� / '��? / ��^ 111\11 1 ♦� \ \ \\ \ 1 j` -0D09'- \11111'1111,1111 ♦♦�: - ar `\`\\`�\`�\\\! Ei 11 ���` s \ $ I \\\\,\\1'11'11'1111' ♦ '' '�. / ` \\\ ;; ;\i\\ \f7` 11 Ik 10 XE - m N 3 au P it / \ 6 \ \ \ k ■ �1 00�73 W VHOl 00 'IIVA a °�3roae az MIN a _ }}ouaeA8 SNOIlI4NOO IAIOHAJ4RiNf1S uuI aouaplsgZj aR ONUSIX3 oo 1\41\1 E IN � � r ag � d s m �\s sre 0 o� FS Too �"w� § aW OJ'1nO a noso -Nb]d 14opmWAquulaouaplsaa JNlabdJ MOH 39alaNns i` / { I / " I � IIIIII�C I I I I l I II QoF I1111111� _�I e n ^ I I e l LL 1 i� a I 1111117,/ 5 e 1 n �I' I .��I ....r.. � 1 I =gC g.& ji IL aw 4-1 -I r �� II I I � 1 I j IIIA, � \ it 11 I � / � � � I • I IV I °a - I ; A�sPI oz� § Nb'Id w U aW df10a0 OCVb0100'1Nn - y MOH 39alSNf1S }}oujt)WAquula�uaplsaa JNlabdJ I F III w j1111 I11 1��lllll�1111� ZoN �` IIIIIIIIIIIIII �11j111IIIIIII / ��e � 1 I om _ w� I r a 0 Ifill III�fIII.. �I I �l / IISI I� I �//III/ 11111110 / II 11 1 11 / F / .t, 1 °=6111= a�ss� a � 7, 8 HP ��! 1m III 1 III f AY, FIs; rrC IIII�I�IP.' • jljjlllrl�P�` � rim � \ � 'f� � �: I1 a4 1 1 II I I 11143, II � — 1� 1111 4313 11 11 n, 14, 14d X; / 11 VIII / r 1 1 a � e o i' o - I!z W U_ zWz J anoso OavaO� �� 71vn uu� a�uapisab G NV -1d r 1310H 3oamnS }}oivay� d(q MAOIS y al— / 111/ / / / I 11 \ '\g9�� 1 1d�me9 I e2 Imo"•'..'.' :� I � dti\ � 1 I fY IIII / • I I 1 1 1 1 0 j 11 I I • � \ i _ � `�J I 1\ \1 I I 1 1 I � 'M, / I III 1 .. : I � 1 1 1 � I II II II fI I � 1:3 I is 1 I II 1 II I II 1 IIII . Q\ i e n 1 1111111' I t Y: -s I /" P l.v k. s" 1 1.11 1 f II II 0 1111 II11111i .".i I g I".1 I Of 1j1 11 31 11 I f II 1 11111 gg qq 11 1;;;11:,• I 1: I {, � I ; \I 4 II 1 '� / Is — —_ �:$ 1111 1 ,• /• 7 % 1. , I 111 I 111 \ 1 _ _ � I I I I I�am 1 JI I 1 I• 11 1\ II I ,�Ig 11 111 I I �z CCz I I I 1. 1 I I 11 I I 1 Y 1 Ig I I I 1 � •''� gl 1 I \ 7 I 1 1 11 I o - W U_ zWz J OavaO� �� 71vn G NV �d � � anoao 11oujoW Aq uul aouapisaa w r IKOH 3oamns MAOIS II I II , I II I 111 II I 111 8 1 ; ,111'111 ,,111,1,1111111, ; 1 1111111,11111' ' 11j � � I \\ I. 11111;11111111; l I \ \ II ,111 111, 11;;,111;11111 11111111,11111 ; � 1/11111,1111, '. I I 1 ; ;1111;;11111 \ \'N P All Xll-� III\\\ 1� ❑ / 1 / Jill NN 71 o\ l\1 I — � I — � YY � � F "1.: � �1 �` m� ' / l 1j ♦ ! Il /`I/Y)�"� �' � l 1 1 .1' 1119 ; C I 1111111; / \ 11111111 Ii i. �_. I I \ 11 ,11 fl / +�„ I 1 ,III 1 , '� 1 I \ �.—"'• F _ A � �. tll I I 1 I \ „ W_U- n Zw o�7vn Nb�d�lll'l�S�l L103 foavao�df089 � � r 1310H 39a18Nf1S }}oujoW �(q uu� aouapisab MOIIVHS W E£s A � && af; ./ 9 \AA•�\ �Lli��/I�II�I� / �[� W - �ozax° I 1 i I 1111;III 1 1q i 1 1; 1 1 Jill gal fjic 'I b 1 /fg e'� / I I lu 1 LV jliil li / A Ii ' /`l O I- I p 0 JI Ly � 1 3 I II r f'I Y I !!loll fi® g�•'i5Y 6s�e+�i�d I 1i j i II=I€egi '• O° a I I I I 8 � 5 � g mmee�aJ} I 11 app y 1 \ ,^ O I 1\ I �� 3' Y3�, �' o . I8 IL 5 i I s W Eo 0 0 n�5 .9 I $ I 1 Z U O Wd 0 z z W U U) =SIT O 1 I I 1 cc J J Z J Q �NZ20 1\ J J LU w UJ dEr a �� J I I ¢ o z—___----- I dnoso OGW000AVA Nb�d�.11l�llfl � � r IKOH 39amns 11opioW Aq uul aouappab MOIIbHS I;; 111 /111111 '1. \ „11111111 \ ,111 111111 III l 1 1 I) \ / / i i / i / / r / r r / / , ' r / / ✓/ r y�I I a g� �' , i 1 e � /TEnt 81;�1111 11 np AT ^. jig ��d3d ♦� / �/ r' J J / I 1 \V// 1• �I/ /' /11'11 \I 1� ,a tl 11 111 fill, 1111111 II �I�IjI olr IIm©B®A ll ®_� = € E ° • \ 1 I 1 I, i ��`�I Y \ fur ,. V I aa; \ k! T \ 1 WIN! , 1 &I I I / i I / "ilk\ u.91L," I \ \ I II , 1° ii111iIIi 1 t I n�'�' °� • / 1 1 1 1 1, 1 1 1 � 1 IU � I I Q I ~ �o Z c1- 1 \ ✓ .b'. a I I 1 i H _ W 0 Utl I/ i i i i I I I A / IIS. tl /1 1 i vI Z O d F �,e� iiilii li / 1 u I i 1 1 W i j �$)I1�111 lV i 11 �A 11 li 1 1 V � O � � �' I B o 1il�iil �� 11 1 / 1 '� •; :-1 S i I i 1i O O J Z_ J Q roZ I 11 r1' \ II i( 1 J f71 J I I r8iz 11111 - Q Z i 1111111111' O i X11 ll o �� � - s zWN TION' 1 dnoao Wd � � }}oluay� �(q uu� a�uaplsab J.1nan r MIOH 39amns f a BIg�(:53®Q6g§&: Igg Iy PIII1,1� 1`'\ \\ N: ■ X�y , 1\ Fw38EwB pippp, @$#€@PYEauuuu$$ �ij DNI -1H 1111111 F 8 / n \ I\ Al 1 ZLL o � I/ I I1 11 Q 2A SNF �/' �^ j1li�7j � J i R "� Z LL = HO = tz LL z Y } a U a I I II 15 it :b. 'o'���a: � a ' j N w, ! I w'1 1\ all a `q' _>Yk MI J 1-0 s� ISL I 11 m�•o� lipR�kk: li IN. I a 12 3z y 1 nNl ��aF�E Ekko .my �I I I I J I \I ip rx IluI , I 1 11 111 1111 `` I Fu 1 I d 1F l I I1:: � ffi� I, I - � 1 3 III Iy I I .'. 1 1 l I I I I I l 1\ I I I I I II I n I €I 1 � 111 1 I I \ W I II I IIl I 1 1 I I � II 11 I 1 1 o 11 1 II r ;, �; II �I I� I III o WzWz = o oaeao,CDAVA � Z'90 Nb'�d � dnoao � r IKOH 39a18NnS }}oluay� �(q uu� a�uaplsab J.1nan j `a 'z ill 11111�///Illlj I•I � I II\\, I \\ a � c�SS �iiillliiiliii� 'J 11111111111111'1 C\ 1 i \\ y 3 �Epj� ssi�!j 3S �c3•g�y@&s Y i$ 11111'III'II Ij1 I I '8018 � ' •I 1 I I \ / I 8�:i 36:"'�tl•y�'�gswi���w i g®®§pg g$$ ®gg®gg §88 I1 sy�a II11'l 111111, IIS II11 I \ ' 7 I 1 P4 ��aa���aa � \ II"III llllljl 1 �oied Eee \ illlllll l/Ilj'I;1Ym'� � /. 11 of ` IIII ®111111 � \ jjllll�111111 �I J// // I % I \\ l II III' \ 11 4', '/ /////'/// �g p � NT 2 � zn(n U R vZ i J`EO 2 � �%A ;iii i , I11jII�, 1 0 LL J7 /11�11,1I'Y'.' ❑ yo ILL Lu O dILL Y Z i i/ i j/ i J/ / i y i J, 1 I .:I (n �. /� 171.. § ria I 1I 11 F 2 W J/ l / / � �� - � ' '�' / / Jam/ / 7".! _/ 'r1H • .I � g I : •i4� I ee I It 11 1 3N11 1j11111, I I Ijj111 �`` \ 1T F I lil 1 LQL m IIII O Ir LL J 1 1 I 1 I I 8 y ❑ k;- W zWZ TL anoa� O❑ IN0���71vn 0E10 QdO�A Q\� z Moll 39amns }}oivay� �(q uu� a�uapisab 30d1NO2JJ z \ o 1 \ I a�z Zz 3 $ J o UU � �0 I 6 2$ 0 Z r © U o II II II I '..p Ec11 N I 2.0 {� / u 1 I I L I It II II II I I II i I I I k❑ I I - � I - I = J LelL� am_ oavao�o�7ron }{oua4y� Aq uu� a�uaWaa �� 1dnoso 0W3a ab02i < 1310H 3001 Nf1S Q z 30b'1NObH ✓\ 1 � 1 1 1 � � � �1 � - ` ' ®� Y I 1, ell - 1 � III II \ �IIIIIIo I l I \\ I l "1 11 } ll X111 i1 I/vv 1�" DIY i d II ¢o¢ QnF I✓ II ' I 11 �RZ I / 111111 I i 1 / � ' 1j I Im I I J_� ¢ 111111 e 11111111 it i 1111 I I 1 /11.1 'I '\ 0 LL rI ;ill 'I I 1 I I 21 Ill ll 1Ep a Ell, I I W 1Z - \ —% — -- ol� 111 to ton <ee ioolLU 1 Q / 11 II 111 WILLI I I 2 O I 9 1\ W / I d \1 I I H O I 111 d I I I II 1 1 1 W I I I 1 1 o - on`_ 11 I III OR 1 1 Im HJ p I 1,m 11 1 1 11 �z --- ---.. i II I�j�y i l/ I I I 1 11 I I II I i 21 1 I II m 1 a i 111 I mlll 1 ll I I I 1 a I nor 11 ul. I 1 1 1 11 11 t 1 1 I 1 1 I �! la /I III 1 1 83,c ,q✓ �.T � Il1®I I � I Ill I 1 II 111 I I I dnoso oavao�0371,/n Aq �OW3a CIVOH IROH 310 Nils 1401 w uu� aouapisaa Q z 30b'1NObH II I II II IIII I I I I I,,I / I m, i II,III III,IIIIII: I ' � i I o 11%,'11111 lfll I I , I \ I ; ! QR11 ICll;ll1 l'1I; 11111,111IIII, 1 / 1 1 \ CO I11111111n'I \ 1 J= \ II;l��llllll SII I1/1 \ l In, i % b {\ l I Via¢ Q Inl lu, Illl 1r, II; III I;II I , In I" li\ LL III \ ,,I \\ r INJ o ' / I sX m/ A LU t r/ry'�'/ '7 LA/;4iMATCHLINE— U➢ 7 LU /pyo '1 SIT v, 1 II 1 I I I 1 I m l I I 1 WEU�'L:D oavao, oD 7lvn Nb'-ld CIVM:1 Q\� df1089 z IKOH 39amns }}oivay� �(q uu� a�uapisab 3-10d1NO�Jd IME A�o Lco w III Y I� I 4 I( Il ,f• 30 o ` l NO3N J ?� } y / II i CCL 3 VIN 00 J ON3 w I.I L VL S a l l } z S i IX g 3 (D p § a 0 Lu UP $ — a III\ aoll I I I � �4 a Y. 1 L- � I — I 1 W H §%as5 - 8. .2 Al 17 30.E z U Q \ i_ o+ N Q I — z m � � II I U I ::ra = 9 �Eit it �-iwz 3-oe g I 1 I -- aZa pot p_pe '3 z �aZ m o_ /� a9 'jE o v`g 1 111 o �v I \ ozz a rc f4 - _ II xirc _ aool� JI I� a 1 1 w 3 03N 1 e=.ile 30 IN NI'VNi 1 I ---.I � } isn I I G11' r ra • ••��� _ 3� z I n r< I zl�� z I �z 5N I �Iw w � z "' ,I lou ✓I id mo>wz— 1 o vI I �i Im 17 d' 8I 1 m II 8 - mac'-Wos _ a I 1 h I qY saII III a oao oo' I am Z O v rc _ til � V I I m I I I 1 r I I I II I I I k - �f n �I rx r wooI l I r o $"Fo //gzo z��c° �,.� �a Sao w / / - Iv - I ' z rtw i`� wz ool Im ii 11 _ oars a > - rI I I 1 r `I - 8 p 1/ I � I it I L 1 I L103 oaeNo,oD,�dA n� NV �d ado Q\� anoa� z IKOH 39amns }}oivay� �(q uu� a�uapisab 30VINO�JJ ISI 1'1111111111 , � 1111,1111111 1�1111�/�j11;l�1�1 " � - , � 1111 a � I IIII/IlI VIII "'IIIu,IrIII1 '�l / 9 =3 11111illlllfll II 1111111 (11111111111111 ,� s� 58 I / I I \ I 1 �y \ II IIIIIIIIII ��, III IIII I e 1 I I i b I \ IIII%II Illll _4- \ IIP LI GI 1..: /I1 I� I II \ til hm�lY}u I w�4Oz —.e ril � 11 gzz� - 11 nls'�b, Iii :,.!�._a I II1�\ I jrvtr wgIj 11 pTI \\ �' i I YI U� O z I I vP I Ntt \ X \ / I I\I I I l'l /IIIIl� f f1 I J \ kk l i 1 1 11 1 � 1 1 1 I i F Q F a'vz F U l / IIIIri1{ 11111111 6' � Lu s m�w �gZ � } ([ofC Cion"0 w 0 �wm0 5 z / P aoco - 1 I M� 1 wx II I \ y I4 5<-z Qa�w" a , wx w.a I - I, 1 1 0 4 1I sto om1 v a^ r ,Rj3 WING J038 QN3 J ^II I\ L VIS xQ I 1 2 ui y \ U) LU _ E- x xm -a-- IJ.J I 4 L_ Y V. 1 30. 1 - I `o \ v F I I .60 AV o+ II I << rc o r; P° z�a< 1 FM S== 1 I FL oavao]CDAVA � NVId IMUNOO df1089 w IKOH 3Jamns }}oi.uay� �(q uul aouapisab 1N3W1a3S � y0ozza: z� 111111, i � \I � � Iz I 1\ Im eamm 11 ,=f1 'N 1 / l/ \ _ Ow a aP rid .0 / " Y ' '¢� •' . \ 11111'1'` ' ` ', � .. _n,<` L I 4 II,,'l— ol 11 I0. 11 I \ II 1 IIII II 1 Ui l;; I; 1 I I I 11II'1 1 1 I ? II 1 I I I C 1 § to 1 O lw1� wl lz w m I I I 1 �yl 1 1 o II 1 w: rl Ido a z �0 < O0—� F ODUw� 1 1 1 d I I C ral >O��VI w 00 O up , 0, O0.Uzp < oa L I § caw O� 6 I 1 1 z I I w i C �I II I �I-- t Via_ N10 O�Or¢prW OQ� 1 zar I �-OU oNo 1 s ° I t I Id N 1 1 I, L I J iir� I ~W a II rc _ ZZwc�=i10 10 OQQ z 11 '/ l I j ----------- J! •.: :^qj gl, 1 qm4 l I I �p w I I I IyI f I/ iilll I ^ u I II II 11 '. w,111 ;111 1 I 111 \ l — -- — -- — -- II3W �. All — -- a , ( 1 V z 0 1 I o zWz dnoso oavao�oDyron � Nb�d �02i1N0� IKOH 39amns }}oluay� �(q uu� a�uaplsab 1N3W143S 1�II�IIIIm11111111 n I I ;I\\ I , III I I i II 1 111111111 \ II„I, 11111�1111j1 \ n ` I ; I i I ' I � eII;; I; II I�; jllllll m III 111111111111111 I �� II;�Ij III; ;III IIII n II , \ ; �'\i ” 111111111,1111111 I / \\ _ � 1111'Illlll1111111 �¢ ,II, I, 1, 1111111111 1 / 1 I I II \\\ 1111'11111; 11111111\`_ 111�1111111�111111 n \�Bp I 1 1' II \ l�l�lll��j 1111111 I �� - , ' 1 � 1 1 III I IIII Y I1j 111; �; 11111111 I 1; 111;;;III'Illj �; 111`1%11%�; %;;;; ,J ;' �• I'I �\ IIII 11;11 11111;111; , , II A", I, 111 ❑ n S f xl, // •I aOr / I \ �'�,�° �Ilrlil, 1• - I v ,,�4 I oa y I, I;fmmm �+, r _wwwwIII IC z�I L'63 NV _ aW df1089 OOb�0 "fey 4101 Mw �(q uul a�uapisab IROH 39018Nns SS3��b Au--j 117 J, LL I / D-a // // /i // �r �r 0 0 / i T V VIII III 4 I I I ISI-`, I' I I it �x ItE LID] Transportation Impact Study for Vail Residence Inn by Marriott March 28, 2020 PREPARED FOR: Vail Hotel Group, LLC 7255 E. Hampton Ave. Suite 122 Mesa, AZ 85209 480-854-1414 Contact: Bradon Welker PREPARED BY: McDowell Engineering, LLC 936 Chambers Court, B4 PO Box 4259 Eagle, CO 81631 970.623.078 Contact: Kari J. McDowell Schroeder, PE, PTOE Project Number: M1445 Statement of Engineering Qualifications Kari J. McDowell Schroeder, PE, PTOE is a Transportation and Traffic Engineer for McDowell Engineering, LLC. Ms. McDowell Schroeder has over twenty-one years of extensive traffic and transportation engineering experience. She has completed numerous transportation studies and roadway design projects throughout the State of Colorado. Ms. McDowell Schroeder is a licensed Professional Engineer in the State of Colorado and has her certification as a Professional Traffic Operations Engineer from the Institute of Transportation Engineers. M1445 - Vail Residence Inn by Marriott Page 2 Transportation Impact Study for Vail Residence Inn by Marriott Table of Contents 1.0 PROJECT DESCRIPTION.............................................................................................................................4 1.1 PREVIOUS TRAFFIC ANALYSIS................................................................................................................................. S 2.0 EXISTING CONDITIONS.............................................................................................................................7 2.1 DESCRIPTION OF EXISTING TRANSPORTATION SYSTEM................................................................................................7 3.0 FUTURE TRAFFIC PROJECTIONS................................................................................................................9 3.1 CAPITAL IMPROVEMENT PROJECTS.........................................................................................................................9 3.2 BACKGROUND TRAFFIC GROWTH...........................................................................................................................9 4.0 PROJECT TRAFFIC...................................................................................................................................10 4.1 TRIP GENERATION.............................................................................................................................................10 4.2 TRIP DISTRIBUTION...........................................................................................................................................10 4.3 SITE CIRCULATION.............................................................................................................................................13 4.4 TOTALTRAFFIC.................................................................................................................................................13 5.0 TURN LANE ANALYSIS............................................................................................................................15 5.1 SITE ACCESS AUXILIARYTURN LANES....................................................................................................................15 5.2 ENTERING SIGHT DISTANCE.................................................................................................................................16 5.3 SIGHT DISTANCE ALONG HIGHWAY......................................................................................................................17 5.4 ACCESS PERMITTING..........................................................................................................................................17 5.5 MULTIMODAL PEDESTRIAN AND BICYCLE FACILITIES.................................................................................................17 6.0 RECOMMENDATIONS AND CONCLUSIONS.............................................................................................18 7.0 REFERENCE DOCUMENTS.......................................................................................................................19 8.0 APPENDICES..........................................................................................................................................19 M1445 - Vail Residence Inn by Marriott Page 3 1.0 Project Description The Vail Residence Inn by Marriott, a proposed 1.9 -acre redevelopment, is located at 1783 N. Frontage Road W., near the intersection of the Interstate 70 North Frontage Road and Buffehr Creek Road within the Town of Vail. The proposed project will replace the former Roost Lodge that was located on the property. The southern boundary of the property abuts the Frontage Road and starts approximately 250 feet north east of the Buffehr Creek Road intersection with the Frontage Road. The property is also bordered on the north by Meadow Ridge Road but is does not and is not anticipated to take access from it due to the grade differential. The location of this property in relation to the surrounding area can be seen in Figure 1. This site was previously approved for redevelopment under a different ownership. Figure 1: Area Map P i F SITE ti s� West vail ns L E Q�ne � C v � o fi3� tea n ya @s° Park L r�4 �o•r Fr�inc� a 161 € ZD12 Nokia ID 2012 Mi.—ft Corporation M1445 - Vail Residence Inn by Marriott Page 4 The Vail Residence Inn is currently anticipated to consist of: • 146 Hotel Rooms • Lobby, library, lounge and associated guest facilities • 5 Employee Housing Units A concept plan of the proposed development can be seen in Figure 2. The site was formerly occupied by the Roost Lodge, which included a 72 -room hotel and one employee housing unit. The Roost Lodge was demolished in 2014 and the site is now vacant. The Residence Inn has an assumed build out completion year of 2020. A turn lane analysis has been performed for the proposed land use and site configuration. 1.1 Previous Traffic Analysis This site has been proposed for redevelopment on two previous occasions. In 2013, the Vail Residence Inn by Marriott was planned to include 176 hotel suite rooms and 2 employee housing units. This development was studied in McDowell Engineering's Transportation Impact Study for Marriott Residence Inn Redevelopment? dated May 21, 2013. This study was approved by CDOT and the Town of Vail. In 2017, the Vail Residence Inn by Marriott was planned to include 170 hotel rooms, 96 deed - restricted employee housing units, 6 free market rental units and 33 leased parking spaces. This development was studied in McDowell Engineering's Transportation Impact Study for Vail Marriott Residence Inn Redevelopments dated August 5, 2016, revised February 2, 2017. This study was approved by CDOT and the Town of Vail. M1445 - Vail Residence Inn by Marriott Page 5 Figure 2: Conceptual Site Plan a I G Eli jno89 NVId3115 pfil:! 131OH 3J01HNns uu; a�uaplsag 40!JJDW . ivsnio31IHamv SSH,Doad NOIS30 DILVW3HOS i Access 2 (Entrance) 070A-NFR, 174.07 L � 1 I� o m �L.._ o L � 1 LL.� L I 0 z O I I I I - - Access 1 (Exit) ---- I 070A-NFR, 174.02 L I I I I G I S d I i I w M1445 - Vail Residence Inn by Marriott Page 6 2.0 Existing Conditions 2.1 Description of Existing Transportation System Interstate 70 North Frontage Road: The 1-70 North Frontage Road provides the primary local connection along the north side of Interstate 70 between the West Vail and Vail Village interchanges. This two-lane facility is classified as Access Category F -R, Frontage Road, by the Colorado Department of Transportation (CDOT) and has a posted speed limit of 35 mph. There are no existing auxiliary turn lanes at the two proposed accesses to the property. CDOT and the Town of Vail completed an Access Management Plan Map for this roadway as part of their Vail Transportation Master Plan Updates in 2009. Buffehr Creek Road: Buffehr Creek Road is a local two-lane roadway providing access to Chamonix Lane and residential development north of the development property. Buffehr Creek Road intersects the North Frontage Road to the southwest of the development property. The posted speed limit on this roadway is 25 mph. Meadow Ridge Road: Meadow Ridge Road is a short, cul-de-sac roadway that forms the northwest boundary of the proposed redevelopment. The subject property does not take access from Meadow Ridge Road, nor is it expected to do so in the future due to the grade differential between the property and the road. Pedestrian, Transit and Bicycle Facilities: The sole existing bicycle/pedestrian facility in the vicinity of the Vail Residence Inn is the North Recreation Path, which connects the Vail Village and the West Vail Interchanges along the north side of the North Frontage Road. The path is contiguous across the frontage of the site and consists of a widened asphalt shoulder. A concrete path with curb and gutter exists to the east of the project site and west of Buffehr Creek Road. M1445 - Vail Residence Inn by Marriott Page 7 The hotel patrons will have easy access to the Town of Vail Transit System. The West Vail Red, the West Vail Express and the Lionsridge Loop bus routes travel along the North Frontage Road , adjacent to the redevelopment site. The Lower Buffehr Creek bus stop is at the southwest corner of the property. i M1445 - Vail Residence Inn by Marriott Page 8 3.0 Future Traffic Projections 3.1 Capital Improvement Projects According to the Vail Transportation Master Plan Update 5, 2009 (Master Plan Update), the North Frontage Road is anticipated to remain a two-lane facility through the long-term planning horizon. The Master Plan Update anticipates the construction of an eastbound left turn deceleration lane to Buffehr Creek Road prior to Year 2040. 3.2 Background Traffic Growth Long-term background growth along the North Frontage Road is based on the Year 2025 volume projections provided in the Master Plan Update. A method of projecting future traffic volumes was established in correspondence with Town staff when the 2013 Transportation Impact Study for Marriott Residence Inn Redevelopment? was being prepared. The guidance received from Town staff was: ...these projections represent a build out scenario study with 2025 selected as full build out. This was done during the boom in Vail and a lot of large developments were on the table going thru the process. Many of those have been stopped or delayed. We suggest using the 2025 data with a modest growth rate of 0.5% from 2025 to 2035. This methodology was used for Year 2040 conditions. The resulting projected Year 2040 peak hour background traffic volumes on the frontage road are 860 vph eastbound and 975 vph westbound. M1445 - Vail Residence Inn by Marriott Page 9 4.0 Project Traffic 4.1 Trip Generation The proposed Vail Residence Inn is anticipated to consist of: • 146 Hotel Rooms o Lobby, Library, Lounge and Associated Guest Facilities • 5 Employee Housing Units ITE Land Use #310, Hotel, from the ITE's Trip Generation Manual' was used for the hotel rooms. The hotel land use also accounts for ancillary land uses such as the lobby, library and lounge for guests. The ITE Trip Generation Manual does not have a land use category for employee housing. As prescribed in the ITE Trip Generation Handbook', local data was collected to determine the trip generation rate. The Lion's Ridge Apartments and the Timber Ridge Apartments in Vail primarily serve work force housing, have similar amenities, and have direct access to Vail's transit system. The trip generation data from the Lion's Ridge and Timber Ridge accesses was applied to the anticipated trip generation calculations for the employee housing units. A 10% multi -modal reduction was applied because the site is located within walking and bus proximity to recreation and amenities. Within the Town of Vail, it is often easier for residents, guests and employees to take local transit or utilize the hotels shuttle service than to drive a personal vehicle and find parking. An internal capture reduction was not applied because this is a single -use site. Based on the Trip Generation Manual' and the assumptions made, this site is expected to generate a total of 97 Saturday peak hour trips, 77 morning peak hour trips, and 83 evening peak hour trips. Refer to Table 1 for trip generation calculations and further breakdown of these trips. 4.2 Trip Distribution The distribution of project -generated vehicular traffic on adjacent roadways is influenced by several factors including the following: • The location of the site relative to other commercial facilities and the roadway network. • The configuration of the existing and proposed adjacent roadway network • Relative location of neighboring population centers Based upon the above factors, it is assumed that approximately fifty percent (50%) of site generated traffic will travel to or from the east on the North Frontage Road and fifty percent (50%) will travel to or from the west on the North Frontage Road. The anticipated directional distribution of project -generated traffic is depicted in Figure 3. M1445 - Vail Residence Inn by Marriott Page 10 Table 1:T & Generation / � re -[ § § Lp>�_8 ems_ /[k d § 3 C2> OC ej / > E � § M145- Vail Residence Inn by Marriott Pg 11 : ■ k ' . �A ) - , , . |} } ` I , ■ � J it | . . |K f/ � ! � . .�� . § M145- Vail Residence Inn by Marriott Pg 11 Figure 3: Project Traffic Distribution (%) and Project Peak Hour Volumes (vph) 00 L50%(0%) 4J L4 ~ 50%(0%)--* 50%(0%)J Project Traffic Distribution Project Traffic Distribution 2 Mr LEGEND XX ()X) = Inbound (Outbound) Turning Movements t r 00 0o L21/24/27 21 /24/27 21 /24/27 18/18/22 LEGEND XX/XX/XX = AM/PM/Sat Volumes (vph) Project Traffic Project Traffic (vechilces per hour) (vechilces per hour) Turning Movements t %~ ArcBowlrlrL tNGINEERINGA1% NTs o.,......o .. (NTS) Project Number: M1445 Prepared by:tkh Vail Residence Inn by Marriott March 28, 2020 Vail, Colorado Page 12 4.3 Site Circulation The Transportation Master Plan and Access Management Plan Maps provides guidance for the access points to the subject property. This document specifies that the easternmost access will be ingress only and the westernmost access will be egress only. The proposed site configuration complies. According to Section 4.4(1) of the State Highway Access Code 6 (SHAC) the minimum distance between access points should be equal to the design sight distance along the highway. Given a 35 -mph posted speed limit on the North Frontage Road, the access points should be a minimum of 250 feet apart; c.f.: SHAC Table 4-1. The access to the adjacent parcel to the west is approximately 285 feet west of the proposed westernmost access. The distance between the eastern and western site accesses is approximately 260 feet. 4.4 Total Traffic The total traffic is the combination of the background traffic and the project traffic. The Master Plan Update only gave the projected PM peak hour volumes. The same volumes were assumed for the AM peak hour volumes, but in the opposite directions. The Saturday peak hour volumes were assumed to be the same as the projected PM peak hour volumes. The projected total traffic volumes are depicted in Figure 4. M1445 - Vail Residence Inn by Marriott Page 13 Figure 4: Design Year Total Traffic (2040) (vehicles per hour) r J2 N N N N 00 00 L21/24/27 40= 860 / 975 / 975 4-0 860 / 975 / 996 / 884 / 887y 21 / 24 / 27=1 993 / 878 / 882-0 CDOWELL LEGEND ENGINEERING : XX/�/XX = AM/PM/Sat Volumes (vph) A ) ...,.......... —.,..... �...�.�. — (NTS) Project Number: M1445 Turning Movements t %~ Prepared by:tkh Vail Residence Inn by Marriott March 28, 2020 Vail, Colorado Page 14 5.0 Turn Lane Analysis 5.1 Site Access Auxiliary Turn Lanes North Frontage Road is a State Highway facility with Access Category F -R, Frontage Road, and a speed limit of 35 mph. The auxiliary turn lane requirements are defined in SHAC §3.13(4). Access 1 (Exit) The western access to the Vail Residence Inn will be an exit -only driveway. Therefore, deceleration lanes are not applicable. In accordance with the guidance in SHAC §3.13(4)(c and d), acceleration lanes are not required at this access because the posted speed limit is less than 45 mph. Acceleration lanes are not recommended to address safety or operational concerns. Tape 2: Auxiliark .urn lane requirements based on volume [1] Category F -R, <= 40 mph, SHAG §3.13(4) [2] S&O = Safety and Operation triggers may apply. No traffic volume trigger. Access 2 (Entrance) The eastern access to the Vail Residence Inn will be an entrance -only driveway. Therefore, acceleration lanes are not applicable. According to SHAC §3.13(4)(a), a left -turn lane is required for any access with a projected peak hour left ingress turning volume greater than 25 vph. That threshold is exceeded during the Saturday peak hour, so a left -turn lane is required. According to SHAC §3.13(4)(b), a right -turn lane is required for any access with a projected peak hour right ingress turning volume greaterthan 50vph. The peak hourvolumes are below this threshold, so a right -turn lane is not required. A right -turn deceleration lane is not recommended to address safety or operational concerns. TabIp :i, Ai LYiIiaFv turn lane requirements based on volume Weekday AM Weekday PM Saturday Peak Hour Peak Hour Peak Hour Trigger Volume Volume Volume Volume [1] Required by Intersection of lane (pee-'rph) (pee-vph) (pce-vph) {pce-vph} SHAG? -Type Access 1 (Exit) & Right tum accel_ 16 18 22 S&O [2] No North Forrtage Road Left turn accel. 18 18 22 S&O [2] No [1] Category F -R, <= 40 mph, SHAG §3.13(4) [2] S&O = Safety and Operation triggers may apply. No traffic volume trigger. Access 2 (Entrance) The eastern access to the Vail Residence Inn will be an entrance -only driveway. Therefore, acceleration lanes are not applicable. According to SHAC §3.13(4)(a), a left -turn lane is required for any access with a projected peak hour left ingress turning volume greater than 25 vph. That threshold is exceeded during the Saturday peak hour, so a left -turn lane is required. According to SHAC §3.13(4)(b), a right -turn lane is required for any access with a projected peak hour right ingress turning volume greaterthan 50vph. The peak hourvolumes are below this threshold, so a right -turn lane is not required. A right -turn deceleration lane is not recommended to address safety or operational concerns. TabIp :i, Ai LYiIiaFv turn lane requirements based on volume [1] Category F -R, �= 40 mph, SHAC §3.13(4) SHAC §4.8 details the required auxiliary turn lane lengths. The eastbound left lane should consist of a 10:1 taper and 30 feet of storage. The auxiliary lane data is shown in the Appendix. M1445 - Vail Residence Inn by Marriott Page 15 Weekday AM weekday PM Saturday Peak Hour Peak Hour Peak Hour Trigger Volume Volume Volume Volume [1] Required by Irrtersection of lane (pce-vph) (pce-vph) (pce-vph) (pce-vph) SHAG? -Type Access 2 (Entrance) 8, Left turn decel. 21 24 27 >25 Yes North Fontage Road Right tum decel. 21 24 27 >50 No [1] Category F -R, �= 40 mph, SHAC §3.13(4) SHAC §4.8 details the required auxiliary turn lane lengths. The eastbound left lane should consist of a 10:1 taper and 30 feet of storage. The auxiliary lane data is shown in the Appendix. M1445 - Vail Residence Inn by Marriott Page 15 5.2 Entering Sight Distance As the redeveloped site is expected to be a residential facility with minimal truck trips, according to SHAC Table 4-3 the appropriate design vehicle for entering sight distance is a passenger car. Based on SHAC Table 4-2, the entering sight distance at the western access should be greater than 350 feet. From the existing western access, the sight distance appears to be in excess of 500 feet to the west of the access and in excess of 700 feet to the east of the access. Entering sight distance exceeds Access Code requirements. Eastbound sight distance at the western site (egress) access Westbound sight distance at the western site (egress) access M1445 - Vail Residence Inn by Marriott Page 16 5.3 Sight Distance Along Highway According to SHAC Table 4-1 the sight distance along the highway for a 35 -mph facility needs to be at least 250 feet. That distance is exceeded at both accesses. 5.4 Access Permitting Two State Highway Access Permits will need to be obtained for the Vail Residence Inn's accesses onto the frontage road. It is recommended that State Highway Access Permits be obtained for the west access at 070A-NFR, 174.02 L, with a permit volume of 50 pce-vph and for the east access at 070A-NFR, 174.07 L, with a permit volume of 60 pce-vph. 5.5 Multimodal Pedestrian and Bicycle Facilities The applicant shall incorporate multimodal facilities in the site design as the project progresses in the Town's review and entitlement process. These plans shall be coordinated for connectivity with the North Frontage Road bicycle and pedestrian route, as well as the transit system. M1445 - Vail Residence Inn by Marriott Page 17 6.0 Recommendations and Conclusions The Vail Residence Inn redevelopment anticipates replacing the previously existing Roost Lodge, adjacent to the Interstate 70 North Frontage Road in Vail, with a new hotel. The hotel will have 146 hotel rooms and 5 employee housing units. As part of this effort, it is expected that the two existing site accesses will be reconstructed and reconfigured. The expected increase in vehicular demand upon the two site accesses as well as the proposed change in access design will necessitate the need for new State Highway Access Permits. It is recommended that State Highway Access Permits be obtained for the west access at 070A-NFR, 174.02 L, with a permit volume of 50 pce-vph and for the east access at 070A-NFR, 174.07 L, with a permit volume of 60 pce-vph. The Town of Vail's Transportation Master Plan and Access Management Plan Maps provides guidance for the access points to the subject property. These documents specify that the easternmost access will be ingress only and the westernmost access will be egress only. The proposed site configuration complies. The anticipated volumes turning left into the site are projected to exceed the requirements set forth by the Access Code for the construction of an eastbound left turn deceleration lane at the eastern site access. This lane should have 30 feet of storage space and a 10:1 transition taper. The minimum spacing between accesses on a 35 -mph facility is 250 feet according to SHAC §4.4(1). The proposed configuration meets this requirement. The access to the adjacent parcel to the west is approximately 285 feet west of the proposed western access. The distance between the eastern and western site accesses is approximately 260 feet. Pedestrian/bicycle connectivity via the North Recreation Path, as well as transit access, should be maintained or enhanced in conformance with Town of Vail criteria. M1445 - Vail Residence Inn by Marriott Page 18 7.0 Reference Documents 1. 10th Edition Trip Generation Manual. Institute of Transportation Engineers, 2017. 2. Trip Generation Handbook, An ITE Recommended Practice. Institute of Transportation Engineers, 2001. 3. Manual of Uniform Traffic Control Devices. US Department of Transportation Federal Highway Administration, 2009. 4. Highway Capacity Manual. Transportation Research Board, 2010. 5. Vail Transportation Master Plan Update and Access Management Map. Felsburg Holt & UIlevig and Town of Vail, 2009 6. State of Colorado State Highway Access Code. CDOT, Rev. 2002 7. Transportation Impact Study for Marriott Residence Inn Redevelopment, McDowell Engineering, 2013. 8. Transportation Impact Study for Vail Marriott Residence Inn Redevelopment, McDowell Engineering, 2017. 8.0 Appendices 1. CDOT Methodology Form, March 5, 2020 2. Auxiliary turn lane data and length requirements M1445 - Vail Residence Inn by Marriott Page 19 Appendix 1 COLORADO Department of Transportation C40- Region 3 Transportation Impact Study Methodology Form Prior to starting a traffic impact study, a Methodology Form must be submitted for review and signed by the Region 3 Access Engineer. It shall be included as part of the study. Consultant: Name: McDowell En$ineerine, LLC. Kent Harbert Telephone: (970)812-6768 Email: Kent@McDowell EnR.com Developer/Owner Name: Vail Hotel Group PROJECT•• • Project Name Vail Residence Inn by Marriott Project Location 1783 N Frontage Road W, Vail, CO Project Description (Attached proposed site plan) 148 Room hotel 070A-NFR Eagle Access 1 (Exit) 174.02 L, Access 2 (Entrance) 174.07 L 35 State Highway County Mile Post Posted Speed Limit Study Years Current Year: 2020 Buildout Year: 2020 Long Term Year: 2040 Traffic Assessment Level Level 2 - Turn Lane Analysis, (Provide justification) Highest peak hour of generator volume at Access 2 (Saturday) < 100 vph Study Intersections 1. Site exit onto 07OA-NFR 6. 2. Site entrance from 07OA-NFR 7. 5. 1 10. Future Growth Rate I M OTIS 1.25 (1-70) ❑ Regional TDM ® Other TOV - ? Seasonal Adjustment Factor I ? Page 1 CCOLORADO Department of Transportation . , • RPrrinn A Page 2 ASSUMPTIONS• Project Trip Distribution 50/50 split of eastbound and westbound (used in 2017 study) (State assumptions and attach sketch that shows individual movements.) Trip Reduction Percentage Internal Capture: n/a Pass By: n/a Multi -Modal: 10% Other: Study Time Periods AM (7-9) [nj PM (4-6) ❑ Weekday SAT (Midday) ❑ Other (Check all that apply) Existing and Proposed ITE Existing: 310 Hotel Trip Generation Land Use Proposed: 310 Hotel Analysis Methods (Check all that apply) N/A -Level 2 Turn Lane Analysis ❑ Synchro or ❑ HCS (isolated intersections only) ❑ SimTraffic or ❑ Other (closely spaced intersections or when known/expected queuing issue) ❑ Signal Warrants ❑ Pedestrian /Transit/Bicycle ❑ Safety/Sight Distance ❑ Queuing and Storage ❑ Other Previous study: Transportation Impact Study for Vail Marriott Residence Inn Notes and Other Assumptions Redevelopment, Revised February 2, 2017 Crash Data CDOT will perform a crash data analysis for the highway in the vicinity of the proposed access and provide to the consultant. As a part of the study consultant shall recommend mitigation measures for any identified safety issues. Consultant to provide computer files used for analysis with a signed and sealed copy of Simulation Input Files the study. Page 2 Appendix 2 Auxiliary turn lane data and length requirements Vail Residence Inn by Marriott 1-70 N Frontage Road & Site Entrance Highway classification F -R, <= 40 mph Speed Limit 35 mph Peak hour volume 30 pce-vph Type of Lane Left -Turn Deceleration Lane Components (Table 4-5) taper + storage Deceleration length (Table 4-6) N/A - not included in lane length Highway Grade Less than 3.0% up or down Grade Factor N/A Adjusted deceleration length N/A Storage length Table 4-8 30' Lane width 11' Transition Taper Ratio (Table 4-6) 10:1 Taper Length (full lane width) 110' Taper Length 2/3 lane width 73' (CDOT Roadway Design Guide, Fig 9-10A) Lane width 12' Transition Taper Ratio (Table 4-6) 10:1 Taper Length (full lane width) 120' Taper Length 2/3 lane width 80' (CDOT Roadway Design Guide, Fig 9-10A) Total turn lane len th 140' With 11' lane width Total turn lane length 150' With 12' lane width Redirect taper ratio Table 4-9 20:1 PRELIMINARY DRAINAGE REPORT MARRIOTT RESIDENCE INN VAIL,, COLORADO APRIL 2020 ALPINE ///Awl ENGINEERING INC. 34510 IiWY 6IUNIT A91PO BOX 97 COWARDS CO 816321970.926.3373 PRELIMINARY DRAINAGE REPORT MARRIOTT RESIDENCE INN VAIL, COLORADO APRIL 2020 Prepared for: The Richardson Design Partnership, LLC Mr. Jonathon Kland, AIA, LEED-AP jkland@trdp.com Prepared by: Alpine Engineering, Inc. P.O. BOX 97 Edwards, CO 81632 (970) 926-3373 TABLE OF CONTENTS L Vicinity Map II. Introduction..........................................................................................................1 III. Drainage Basins...................................................................................................1 IV. Proposed Development Flows.............................................................................1 V. Downstream Impact and Pollution Control.........................................................2 VI. Floodplain............................................................................................................3 VII. Summary..............................................................................................................3 VIII. Tables Table 1 — TR55 Developed Weighted Runoff Coefficients Table 2 — TR55 Flow Rate Summary IX. Appendices: Appendix A — TR55 Calculations Appendix B — Hydraflow Storm Sewer Calculations Appendix C — Hydraflow Hydraulic Gradient Profiles Appendix D — NRCS Soil Survey X. Maps: Sheet 1 — On -Site Drainage Area Map 11x17 1"=50' Sheet 2 — Off -Site Drainage Area Map 11x17 1"=100' Sheet 3 —Overall Drainage Area Map 11x17 1"=200' April 2020 Preliminary Marriott Residence Inn Drainage Report i VICINITY MAP o° �J � rm� S I T � o OP O OPO O 50 HOR CL EO �VOO ,•" SCALE: 1 " = 400' II. INTRODUCTION The Marriott Residence Inn project is being proposed in Vail, Colorado on the north side of the North Frontage road two lots east of Buffehr Creek Road on the site of the old Roost Lodge. The site is currently a grassed lot since the Roost Lodge was demolished several years ago. Hotel rooms and employee housing units are proposed for the site. III. DRAINAGE BASINS Drainage basins were delineated using aerial topography for the off-site basins and the proposed grades for the project to determine the drainage basins for each inlet. Drainage basins to each inlet are delineated on the Drainage Area Maps in this report. IV. PROPOSED DEVELOPMENT FLOWS Peak flows were estimated for the drainage basins using the WinTR55 computer program "Urban Hydrology of Small Watershed", May 7, 2003 as prepared by the Natural Resources Conservation Service (formerly the Soil Conservation Service (SCS)). TR55 was used to calculate Runoff Curve Numbers (RCN), Time of Concentration (Tc), and Flow Rates (Q). The 24-hour Precipitation Values (P) were taken from NOAA Atlas 2, Volume III (Figures 28- 31) and were found to be 2.0, 2.4, 2.8 and 2.9 inches for the 10-, 25-, 50-, and 100 -year storms, respectively. Flows have been estimated using the soil types as obtained from the U.S. Soil Conservation Service (Natural Resources April 2020 Preliminary Marriott Residence Inn Drainage Report 1 Conservation Service (NRCS)) Soil Survey of Aspen — Gypsum Area, Colorado, Parts of Eagle, Garfield and Pitkin Counties. A hydrologic soils summary and soils map may be found in Appendix D. Runoff Curve Numbers (RCN) have been generated using impervious areas, grassed areas and sagebrush with grass understory and are summarized in Table 1. The Time of Concentration (Tc) has been calculated using the SCS TR55 method. Flow rates for the developed drainage basins are summarized in Table 2 and calculations may be found in Appendix A. The flows for each drainage area were input into the Hydraflow Storm Sewers 2008 computer program to determine the flow capacity of the storm sewer pipes and the hydraulic gradient on each pipe run. The 50 -year storm was used in accordance with Town of Vail Code 13-10-9: Design Criteria, K. Drainage. The hydraulic gradient calculations and profiles for the drainage system may be found in Appendix B and C. V. DOWNSTREAM IMPACT AND POLLUTION CONTROL The hydraulic gradient for the existing 24" CMP (Line 1, E1 -WO) that the development outfalls to under the North Frontage Road is within the existing 24" CMP under the North Frontage Road and therefore has capacity. Detention is not recommended for the proposed development since it outfalls into Gore Creek on the south side of I-70 and the South Frontage Road. April 2020 Preliminary Marriott Residence Inn Drainage Report 2 Pollution Control will be addressed by constructing a water quality device to capture pollutants from the proposed development. The drainage calculations will be sent to a vendor to size a water quality vault appropriate for the site. VL FLOODPLAIN The proposed development is outside and above the 100 -year floodplain of Gore Creek and Buffehr Creek and the floodplain does not impact the proposed development. VII. SUMMARY The stormwater discharge rates have been calculated for the 50 -year storm in accordance with Town of Vail regulations using the SCS TR55 method. The 50 -year hydraulic gradient stays within the pipe of the proposed storm sewer system so therefore the pipe system can carry it. Pollution control will be provided by installing a water quality structure to capture pollutants from surface runoff, buildings and parking areas within the proposed project. April 2020 Preliminary Marriott Residence Inn Drainage Report TABLE 1 TR55 WEIGHTED RUNOFF COEFFICIENTS ALPINE ENGINEERING INC O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\Drainage-Areas-all-2020.xlsxSheet14/15/2020 Area Total •- . �� MITI on__a If _m .• Composite O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\Drainage-Areas-all-2020.xlsxSheet14/15/2020 TABLE 2 TRSS FLOW RATE SUMMARY Basin Area Total (acres) 100 YEAR FLOWS (cfs) 50 25 YEAR YEAR 10 YEAR 2 YEAR 1 0.22 0.56 0.54 0.43 0.33 0.18 2 0.09 0.16 0.15 0.11 0.08 0.00 3 0.02 0.00 0.00 0.00 0.00 0.00 4 0.16 0.53 0.51 0.43 0.36 0.24 5 2.47 1.59 1.43 0.85 0.38 0.00 6 15.52 4.50 3.80 1.52 0.25 0.00 7 21.74 0.87 0.53 0.12 0.00 0.00 8 0.10 0.34 0.32 0.28 0.23 0.16 9 0.08 0.26 0.25 0.21 0.16 0.10 10 0.04 0.13 0.12 0.10 0.09 0.06 11 0.09 0.26 0.25 0.20 0.16 0.10 12 0.15 0.42 0.41 0.34 0.26 0.16 13 0.12 0.34 0.32 0.26 1 0.21 0.12 14 0.10 0.32 0.31 0.26 0.21 0.14 15 0.08 0.26 0.25 0.21 0.16 0.10 16 0.02 0.06 0.06 0.05 0.00 0.00 17 2.19 3.93 3.69 2.77 1.91 0.00 18 0.44 0.67 0.63 0.46 0.30 0.11 20 0.16 0.07 0.07 0.00 0.00 0.00 21 0.61 0.00 0.00 0.00 0.00 0.00 22 0.39 0.00 0.00 0.00 0.00 0.00 23 0.32 0.00 0.00 0.00 0.00 0.00 24 0.01 0.00 0.00 0.00 0.00 0.00 25 0.02 0.00 0.00 0.00 0.00 0.00 26 0.02 0.00 0.00 0.00 0.00 0.00 27 0.01 0.00 0.00 0.00 0.00 0.00 28 0.01 0.00 0.00 0.00 0.00 0.00 29 0.18 0.20 0.19 0.13 0.07 0.00 30 0.29 0.39 0.36 0.26 0.16 0.00 31 0.71 2.33 2.25 1.92 1.58 1.08 TOTAL 46.36 1 18.19 16.44 10.91 6.90 2.55 O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\Drainage-Areas-FLOWS-2020.xlsxSheet1 (2)4/16/2020 ALPINE ENGINEERING INC APPENDIX A TR55 CALCULATIONS WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 1 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 1.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ la la Outlet 0.22 90 0.170 Total area: .22 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 1 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS la 0.56 0.54 0.43 0.33 0.18 REACHES OUTLET 0.56 0.54 0.43 0.33 0.18 HM Marriott Residence Inn Basin 1 WinTR-55, Version 1.00.10 Page 1 4/7/2020 8:46:40 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- la .22 0.170 90 Outlet la Total Area: .22 (ac) HM Marriott Residence Inn Basin 1 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- la User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 1 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 1a Open space; grass cover > 750 (good) C .07 74 Paved parking lots, roofs, driveways C .15 98 Total Area / Weighted Curve Number .22 90 WinTR-55, Version 1.00.10 Page 2 4/7/2020 8:46:40 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 2 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 2.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 2a 2a Outlet 0.09 82 0.170 Total area: .09 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 2 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 2a 0.16 0.15 0.11 0.08 .00 REACHES OUTLET 0.16 0.15 0.11 0.08 .00 HM Marriott Residence Inn Basin 2 WinTR-55, Version 1.00.10 Page 1 4/7/2020 1:27:58 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 2a .09 0.170 82 Outlet 2a Total Area: .09 (ac) HM Marriott Residence Inn Basin 2 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 2a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 2 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 2a Open space; grass cover > 750 (good) C .06 74 Paved parking lots, roofs, driveways C .03 98 Total Area / Weighted Curve Number .09 82 WinTR-55, Version 1.00.10 Page 2 4/7/2020 1:27:58 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 3 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 3.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 3a 3a Outlet 0.02 86 0.170 Total area: .02 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 3 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 3a .00 .00 .00 .00 .00 REACHES OUTLET .00 .00 .00 .00 .00 HM Marriott Residence Inn Basin 3 WinTR-55, Version 1.00.10 Page 1 4/7/2020 1:40:42 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 3a .02 0.170 86 Outlet 3a Total Area: .02 (ac) HM Marriott Residence Inn Basin 3 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 3a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 3 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 3a Open space; grass cover > 750 (good) C .01 74 Paved parking lots, roofs, driveways C .01 98 Total Area / Weighted Curve Number .02 86 WinTR-55, Version 1.00.10 Page 2 4/7/2020 1:40:42 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 4 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 4.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 4a 4a Outlet 0.16 98 0.170 Total area: .16 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 4 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 4a 0.53 0.51 0.43 0.36 0.24 REACHES OUTLET 0.53 0.51 0.43 0.36 0.24 ---------------------------------------------------------------------------------- HM Marriott Residence Inn Basin 4 WinTR-55, Version 1.00.10 Page 1 4/7/2020 1:42:21 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 4a .16 0.170 98 Outlet 4a Total Area: .16 (ac) HM Marriott Residence Inn Basin 4 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 4a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 4 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number Group (ac) -------------------------------------------------------------------------------- 4a Paved parking lots, roofs, driveways C .16 98 Total Area / Weighted Curve Number .16 98 WinTR-55, Version 1.00.10 Page 2 4/7/2020 1:42:21 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 5 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 5.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 5a 5a Outlet 2.47 69 0.272 Total area: 2.47 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 5 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 5a 1.59 1.43 0.85 0.38 .00 REACHES OUTLET 1.59 1.43 0.85 0.38 .00 HM Marriott Residence Inn Basin 5 WinTR-55, Version 1.00.10 Page 1 4/7/2020 1:45:09 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 5a 2.47 0.272 69 Outlet 5a Total Area: 2.47 (ac) HM Marriott Residence Inn Basin 5 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Sub -Area Mannings's End Wetted Area Travel Identifier/ Length Slope n Area Perimeter Velocity Time Paved parking lots, roofs, driveways (ft) (ft/ft) 98 (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 5a 2.47 69 SHEET 100 0.1300 0.400 0.256 SHALLOW 154 0.0970 0.050 0.009 CHANNEL 260 0.2850 0.050 3.00 6.30 10.317 0.007 Time of Concentration 0.272 HM Marriott Residence Inn Basin 5 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 5a Open space; grass cover > 750 (good) C .2 74 Paved parking lots, roofs, driveways C .98 98 Sagebrush (w/ grass understory) (good) C 1.29 47 Total Area / Weighted Curve Number 2.47 69 WinTR-55, Version 1.00.10 Page 2 4/7/2020 1:45:09 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 6 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 6.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 6a 6a Outlet 15.52 62 0.261 Total area: 15.52 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 6 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 6a 4.50 3.80 1.52 0.25 .00 REACHES OUTLET 4.50 3.80 1.52 0.25 .00 HM Marriott Residence Inn Basin 6 WinTR-55, Version 1.00.10 Page 1 4/7/2020 1:47:19 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 6a 15.52 0.261 62 Outlet 6a Total Area: 15.52 (ac) HM Marriott Residence Inn Basin 6 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Hydrologic Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (good) (ft) (ft/ft) 61 (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 6a Open space; grass cover > 750 (good) D .2 80 Paved parking lots, roofs, driveways SHEET 100 0.2480 0.400 C 1.55 0.198 SHALLOW 461 0.6000 0.050 98 Sagebrush (w/ grass understory) (good) 0.010 CHANNEL 536 0.1010 0.050 3.00 6.30 5.726 0.026 CHANNEL 582 0.1090 0.050 3.00 6.30 5.988 0.027 Time of Concentration 0.261 HM Marriott Residence Inn Basin 6 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 6a Open space; grass cover > 750 (good) B .67 61 Open space; grass cover > 750 (good) C .57 74 Open space; grass cover > 750 (good) D .2 80 Paved parking lots, roofs, driveways B 1.14 98 Paved parking lots, roofs, driveways C 1.55 98 Paved parking lots, roofs, driveways D .81 98 Sagebrush (w/ grass understory) (good) B 2.64 35 Sagebrush (w/ grass understory) (good) C 1.92 47 Sagebrush (w/ grass understory) (good) D 6.02 55 Total Area / Weighted Curve Number 15.52 62 ---------------------------------------------------------------------------------- WinTR-55, Version 1.00.10 Page 2 4/7/2020 1:47:19 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 7 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 7.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 7a 7a Outlet 21.74 54 0.211 Total area: 21.74 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 7 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 7a 0.87 0.53 0.12 .00 .00 REACHES OUTLET 0.87 0.53 0.12 .00 .00 HM Marriott Residence Inn Basin 7 WinTR-55, Version 1.00.10 Page 1 4/7/2020 1:49:13 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 7a 21.74 0.211 54 Outlet 7a Total Area: 21.74 (ac) HM Marriott Residence Inn Basin 7 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Hydrologic Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (good) (ft) (ft/ft) 74 (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 7a Paved parking lots, roofs, driveways C .83 98 Paved parking lots, roofs, driveways SHEET 100 0.7250 0.400 (good) B 4.12 0.129 SHALLOW 531 0.4140 0.050 47 Sagebrush (w/ grass understory) (good) 0.014 CHANNEL 1395 0.0980 0.050 3.00 6.30 5.699 0.068 Time of Concentration 0.211 HM Marriott Residence Inn Basin 7 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 7a Open space; grass cover > 750 (good) C .17 74 Open space; grass cover > 750 (good) D .4 80 Paved parking lots, roofs, driveways C .83 98 Paved parking lots, roofs, driveways D 1.3 98 Sagebrush (w/ grass understory) (good) B 4.12 35 Sagebrush (w/ grass understory) (good) C 5.38 47 Sagebrush (w/ grass understory) (good) D 9.54 55 Total Area / Weighted Curve Number ---------------------------------------------------------------------------------- 21.74 54 WinTR-55, Version 1.00.10 Page 2 4/7/2020 1:49:14 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 8 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 8.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 8a 8a Outlet 0.1 98 0.170 Total area: .10 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 8 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 8a 0.34 0.32 0.28 0.23 0.16 REACHES OUTLET 0.34 0.32 0.28 0.23 0.16 HM Marriott Residence Inn Basin 8 WinTR-55, Version 1.00.10 Page 1 4/7/2020 1:50:36 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 8a .10 0.170 98 Outlet 8a Total Area: .10 (ac) HM Marriott Residence Inn Basin 8 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 8a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 8 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number Group (ac) -------------------------------------------------------------------------------- 8a Paved parking lots, roofs, driveways C .1 98 Total Area / Weighted Curve Number .1 98 WinTR-55, Version 1.00.10 Page 2 4/7/2020 1:50:36 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 9 Areal Units: Acres State: County: Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 9.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 9a 9a Outlet 0.08 95 0.170 Total area: .08 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 9 County, Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 9a 0.26 0.25 0.21 0.16 0.10 REACHES OUTLET 0.26 0.25 0.21 0.16 0.10 HM Marriott Residence Inn Basin 9 WinTR-55, Version 1.00.10 Page 1 4/7/2020 2:26:47 PM County, Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 9a .08 0.170 95 Outlet 9a Total Area: .08 (ac) HM Marriott Residence Inn Basin 9 County, Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 9a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 9 County, Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 9a Open space; grass cover > 750 (good) C .01 74 Paved parking lots, roofs, driveways C .07 98 Total Area / Weighted Curve Number .08 95 WinTR-55, Version 1.00.10 Page 2 4/7/2020 2:26:47 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 10 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 10.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ l0a 10a Outlet 0.04 98 0.170 Total area: .04 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 10 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 10a 0.13 0.12 0.10 0.09 0.06 REACHES OUTLET 0.13 0.12 0.10 0.09 0.06 ---------------------------------------------------------------------------------- HM Marriott Residence Inn Basin 10 WinTR-55, Version 1.00.10 Page 1 4/8/2020 9:38:35 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- l0a .04 0.170 98 Outlet 10a Total Area: .04 (ac) HM Marriott Residence Inn Basin 10 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- l0a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 10 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number Group (ac) -------------------------------------------------------------------------------- l0a Paved parking lots, roofs, driveways C .04 98 Total Area / Weighted Curve Number .04 98 WinTR-55, Version 1.00.10 Page 2 4/8/2020 9:38:35 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 11 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 11.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ lla lla Outlet 0.09 93 0.170 Total area: .09 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 11 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS lla 0.26 0.25 0.20 0.16 0.10 REACHES OUTLET 0.26 0.25 0.20 0.16 0.10 HM Marriott Residence Inn Basin 11 WinTR-55, Version 1.00.10 Page 1 4/7/2020 2:30:42 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- lla .09 0.170 93 Outlet lla Total Area: .09 (ac) HM Marriott Residence Inn Basin 11 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- Ila User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 11 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) Ila Open space; grass cover > 750 (good) C .02 74 Paved parking lots, roofs, driveways C .07 98 Total Area / Weighted Curve Number .09 93 WinTR-55, Version 1.00.10 Page 2 4/7/2020 2:30:42 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 12 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 12.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 12a 12a Outlet 0.15 93 0.170 Total area: .15 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 12 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 12a 0.42 0.41 0.34 0.26 0.16 REACHES OUTLET 0.42 0.41 0.34 0.26 0.16 HM Marriott Residence Inn Basin 12 WinTR-55, Version 1.00.10 Page 1 4/7/2020 2:35:07 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 12a .15 0.170 93 Outlet 12a Total Area: .15 (ac) HM Marriott Residence Inn Basin 12 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 12a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 12 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 12a Open space; grass cover > 750 (good) C .03 74 Paved parking lots, roofs, driveways C .12 98 Total Area / Weighted Curve Number .15 93 WinTR-55, Version 1.00.10 Page 2 4/7/2020 2:35:07 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 13 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 13.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 13a 13a Outlet 0.12 92 0.170 Total area: .12 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 13 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 13a 0.34 0.32 0.26 0.21 0.12 REACHES OUTLET 0.34 0.32 0.26 0.21 0.12 HM Marriott Residence Inn Basin 13 WinTR-55, Version 1.00.10 Page 1 4/7/2020 2:38:06 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 13a .12 0.170 92 Outlet 13a Total Area: .12 (ac) HM Marriott Residence Inn Basin 13 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 13a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 13 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 13a Open space; grass cover > 750 (good) C .03 74 Paved parking lots, roofs, driveways C .09 98 Total Area / Weighted Curve Number .12 92 WinTR-55, Version 1.00.10 Page 2 4/7/2020 2:38:06 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 14 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 14.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 14a 14a Outlet 0.1 96 0.170 Total area: .10 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 14 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 14a 0.32 0.31 0.26 0.21 0.14 REACHES OUTLET 0.32 0.31 0.26 0.21 0.14 HM Marriott Residence Inn Basin 14 WinTR-55, Version 1.00.10 Page 1 4/7/2020 2:40:19 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 14a .10 0.170 96 Outlet 14a Total Area: .10 (ac) HM Marriott Residence Inn Basin 14 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 14a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 14 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 14a Open space; grass cover > 750 (good) C .01 74 Paved parking lots, roofs, driveways C .09 98 Total Area / Weighted Curve Number .1 96 WinTR-55, Version 1.00.10 Page 2 4/7/2020 2:40:19 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 15 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 15.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 15a 15a Outlet 0.08 95 0.170 Total area: .08 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 15 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 15a 0.26 0.25 0.21 0.16 0.10 REACHES OUTLET 0.26 0.25 0.21 0.16 0.10 HM Marriott Residence Inn Basin 15 WinTR-55, Version 1.00.10 Page 1 4/7/2020 2:43:00 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 15a .08 0.170 95 Outlet 15a Total Area: .08 (ac) HM Marriott Residence Inn Basin 15 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 15a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 15 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 15a Open space; grass cover > 750 (good) C .01 74 Paved parking lots, roofs, driveways C .07 98 Total Area / Weighted Curve Number .08 95 WinTR-55, Version 1.00.10 Page 2 4/7/2020 2:43:00 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 16 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 16.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 16a 16a Outlet 0.02 98 0.170 Total area: .02 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 16 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 16a 0.06 0.06 0.05 .00 .00 REACHES OUTLET 0.06 0.06 0.05 .00 .00 HM Marriott Residence Inn Basin 16 WinTR-55, Version 1.00.10 Page 1 4/7/2020 2:45:06 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 16a .02 0.170 98 Outlet 16a Total Area: .02 (ac) HM Marriott Residence Inn Basin 16 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 16a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 16 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 16a Paved; curbs and storm sewers C .02 98 Total Area / Weighted Curve Number .02 98 WinTR-55, Version 1.00.10 Page 2 4/7/2020 2:45:06 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/7/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 17 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 17.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 17a 17a Outlet 2.19 82 0.170 Total area: 2.19 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 17 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 17a 3.93 3.69 2.77 1.91 0.80 REACHES OUTLET 3.93 3.69 2.77 1.91 0.80 HM Marriott Residence Inn Basin 17 WinTR-55, Version 1.00.10 Page 1 4/7/2020 2:47:13 PM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 17a 2.19 0.170 82 Outlet 17a Total Area: 2.19 (ac) HM Marriott Residence Inn Basin 17 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 17a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 17 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 17a Open space; grass cover > 750 (good) C 1.48 74 Paved parking lots, roofs, driveways C .71 98 Total Area / Weighted Curve Number 2.19 82 WinTR-55, Version 1.00.10 Page 2 4/7/2020 2:47:13 PM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 18 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 18.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 18a 18a Outlet 0.44 79 0.170 Total area: .44 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 18 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 18a 0.67 0.63 0.46 0.30 0.11 REACHES OUTLET 0.67 0.63 0.46 0.30 0.11 HM Marriott Residence Inn Basin 18 WinTR-55, Version 1.00.10 Page 1 4/8/2020 8:08:17 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 18a .44 0.170 79 Outlet 18a Total Area: .44 (ac) HM Marriott Residence Inn Basin 18 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 18a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 18 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 18a Open space; grass cover > 750 (good) C .05 74 Paved parking lots, roofs, driveways C .25 98 Sagebrush (w/ grass understory) (good) C .14 47 Total Area / Weighted Curve Number .44 79 WinTR-55, Version 1.00.10 Page 2 4/8/2020 8:08:17 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 20 Areal Units: Acres State: Colorado County: Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 20.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 20a 20a Outlet 0.16 64 0.170 Total area: .16 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 20 County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 20a 0.07 0.07 .00 .00 .00 REACHES OUTLET 0.07 0.07 .00 .00 .00 HM Marriott Residence Inn Basin 20 WinTR-55, Version 1.00.10 Page 1 4/8/2020 8:10:11 AM County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 20a .16 0.170 64 Outlet 20a Total Area: .16 (ac) HM Marriott Residence Inn Basin 20 County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 20a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 20 County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 20a Open space; grass cover > 750 (good) C .01 74 Paved parking lots, roofs, driveways C .01 98 Pinyon - juniper (good) C .14 61 Total Area / Weighted Curve Number .16 64 WinTR-55, Version 1.00.10 Page 2 4/8/2020 8:10:11 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 21 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 21.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 21a 21a Outlet 0.61 55 0.170 Total area: .61 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 21 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 21a .00 .00 .00 .00 .00 REACHES OUTLET .00 .00 .00 .00 .00 HM Marriott Residence Inn Basin 21 WinTR-55, Version 1.00.10 Page 1 4/8/2020 8:12:31 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 21a .61 0.170 55 Outlet 21a Total Area: .61 (ac) HM Marriott Residence Inn Basin 21 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 21a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 21 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 21a Open space; grass cover > 750 (good) C .07 74 Paved parking lots, roofs, driveways C .06 98 Sagebrush (w/ grass understory) (good) C .48 47 Total Area / Weighted Curve Number .61 55 WinTR-55, Version 1.00.10 Page 2 4/8/2020 8:12:31 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 22 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 22.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 22a 22a Outlet 0.39 54 0.170 Total area: .39 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 22 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 22a .00 .00 .00 .00 .00 REACHES OUTLET .00 .00 .00 .00 .00 HM Marriott Residence Inn Basin 22 WinTR-55, Version 1.00.10 Page 1 4/8/2020 8:13:54 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 22a .39 0.170 54 Outlet 22a Total Area: .39 (ac) HM Marriott Residence Inn Basin 22 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 22a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 22 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 22a Open space; grass cover > 750 (good) C .05 74 Paved parking lots, roofs, driveways C .03 98 Sagebrush (w/ grass understory) (good) C .31 47 Total Area / Weighted Curve Number .39 54 WinTR-55, Version 1.00.10 Page 2 4/8/2020 8:13:54 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 23 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 23.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 23a 23a Outlet 0.32 49 0.170 Total area: .32 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 23 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 23a .00 .00 .00 .00 .00 REACHES OUTLET .00 .00 .00 .00 .00 HM Marriott Residence Inn Basin 23 WinTR-55, Version 1.00.10 Page 1 4/8/2020 8:15:21 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 23a .32 0.170 49 Outlet 23a Total Area: .32 (ac) HM Marriott Residence Inn Basin 23 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 23a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 23 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 23a Open space; grass cover > 750 (good) C .02 74 Sagebrush (w/ grass understory) (good) C .3 47 Total Area / Weighted Curve Number .32 49 WinTR-55, Version 1.00.10 Page 2 4/8/2020 8:15:21 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 24 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 24.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 24a 24a Outlet 0.01 74 0.170 Total area: .01 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 24 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 24a .00 .00 .00 .00 .00 REACHES OUTLET .00 .00 .00 .00 .00 HM Marriott Residence Inn Basin 24 WinTR-55, Version 1.00.10 Page 1 4/8/2020 7:03:34 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 24a .01 0.170 74 Outlet 24a Total Area: .01 (ac) HM Marriott Residence Inn Basin 24 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 24a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 24 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 24a Open space; grass cover > 750 (good) C .01 74 Total Area / Weighted Curve Number .01 74 WinTR-55, Version 1.00.10 Page 2 4/8/2020 7:03:34 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 25 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 25.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 25a 25a Outlet 0.02 74 0.170 Total area: .02 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 25 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 25a .00 .00 .00 .00 .00 REACHES OUTLET .00 .00 .00 .00 .00 HM Marriott Residence Inn Basin 25 WinTR-55, Version 1.00.10 Page 1 4/8/2020 7:06:12 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 25a .02 0.170 74 Outlet 25a Total Area: .02 (ac) HM Marriott Residence Inn Basin 25 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 25a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 25 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 25a Open space; grass cover > 750 (good) C .02 74 Total Area / Weighted Curve Number .02 74 WinTR-55, Version 1.00.10 Page 2 4/8/2020 7:06:12 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 26 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 26.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 26a 26a Outlet 0.02 74 0.170 Total area: .02 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 26 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 26a .00 .00 .00 .00 .00 REACHES OUTLET .00 .00 .00 .00 .00 HM Marriott Residence Inn Basin 26 WinTR-55, Version 1.00.10 Page 1 4/8/2020 7:28:58 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 26a .02 0.170 74 Outlet 26a Total Area: .02 (ac) HM Marriott Residence Inn Basin 26 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 26a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 26 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 26a Open space; grass cover > 750 (good) C .02 74 Total Area / Weighted Curve Number .02 74 WinTR-55, Version 1.00.10 Page 2 4/8/2020 7:28:58 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 27 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 27.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 27a 27a Outlet 0.01 74 0.170 Total area: .01 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 27 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 27a .00 .00 .00 .00 .00 REACHES OUTLET .00 .00 .00 .00 .00 ---------------------------------------------------------------------------------- HM Marriott Residence Inn Basin 27 WinTR-55, Version 1.00.10 Page 1 4/8/2020 7:30:45 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 27a .01 0.170 74 Outlet 27a Total Area: .01 (ac) HM Marriott Residence Inn Basin 27 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 27a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 27 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 27a Open space; grass cover > 750 (good) C .01 74 Total Area / Weighted Curve Number .01 74 WinTR-55, Version 1.00.10 Page 2 4/8/2020 7:30:46 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 28 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 28.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 28a 28a Outlet 0.01 74 0.170 Total area: .01 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 28 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 28a .00 .00 .00 .00 .00 REACHES OUTLET .00 .00 .00 .00 .00 HM Marriott Residence Inn Basin 28 WinTR-55, Version 1.00.10 Page 1 4/8/2020 7:33:04 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 28a .01 0.170 74 Outlet 28a Total Area: .01 (ac) HM Marriott Residence Inn Basin 28 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 28a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 28 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 28a Open space; grass cover > 750 (good) C .01 74 Total Area / Weighted Curve Number .01 74 WinTR-55, Version 1.00.10 Page 2 4/8/2020 7:33:04 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 29 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 29.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 29a 29a Outlet 0.18 74 0.170 Total area: .18 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 29 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 29a 0.20 0.19 0.13 0.07 .00 REACHES OUTLET 0.20 0.19 0.13 0.07 .00 HM Marriott Residence Inn Basin 29 WinTR-55, Version 1.00.10 Page 1 4/8/2020 7:35:00 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 29a .18 0.170 74 Outlet 29a Total Area: .18 (ac) HM Marriott Residence Inn Basin 29 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 29a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 29 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 29a Open space; grass cover > 750 (good) C .18 74 Total Area / Weighted Curve Number .18 74 WinTR-55, Version 1.00.10 Page 2 4/8/2020 7:35:00 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 30 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 30.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 30a 30a Outlet 0.29 77 0.170 Total area: .29 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 30 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 30a 0.39 0.36 0.26 0.16 .00 REACHES OUTLET 0.39 0.36 0.26 0.16 .00 HM Marriott Residence Inn Basin 30 WinTR-55, Version 1.00.10 Page 1 4/8/2020 7:38:10 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 30a .29 0.170 77 Outlet 30a Total Area: .29 (ac) HM Marriott Residence Inn Basin 30 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 30a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 30 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number -------------------------------------------------------------------------------- Group (ac) 30a Open space; grass cover > 750 (good) C .25 74 Paved parking lots, roofs, driveways C .04 98 Total Area / Weighted Curve Number .29 77 WinTR-55, Version 1.00.10 Page 2 4/8/2020 7:38:10 AM WinTR-55 Current Data Description --- Identification Data --- User: HM Date: 4/8/2020 Project: Marriott Residence Inn Units: English SubTitle: Basin 31 Areal Units: Acres State: Colorado County: Eagle Filename: O:\Vail\Marriott Residence Inn- 2020\DWG\Drainage\TR55\Basin 31.w55 --- Sub -Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ 31a 31a Outlet 0.71 98 0.170 Total area: .71 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr -Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 2.9 2.8 2.4 2.0 1.4 .0 .0 Storm Data Source: User -provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> HM Marriott Residence Inn Basin 31 Eagle County, Colorado Watershed Peak Table Sub -Area Peak Flow by Rainfall Return Period or Reach 100 -Yr 50 -Yr 25 -Yr 10 -Yr 2 -Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS 31a 2.33 2.25 1.92 1.58 1.08 REACHES OUTLET 2.33 2.25 1.92 1.58 1.08 HM Marriott Residence Inn Basin 31 WinTR-55, Version 1.00.10 Page 1 4/8/2020 7:40:04 AM Eagle County, Colorado Sub -Area Summary Table Sub -Area Drainage Time of Curve Receiving Sub -Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- 31a .71 0.170 98 Outlet 31a Total Area: .71 (ac) HM Marriott Residence Inn Basin 31 Eagle County, Colorado Sub -Area Time of Concentration Details Sub -Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- 31a User -provided 0.170 Time of Concentration 0.170 HM Marriott Residence Inn Basin 31 Eagle County, Colorado Sub -Area Land Use and Curve Number Details Sub -Area Hydrologic Sub -Area Curve Identifier Land Use Soil Area Number Group (ac) -------------------------------------------------------------------------------- 31a Paved parking lots, roofs, driveways C .71 98 Total Area / Weighted Curve Number .71 98 WinTR-55, Version 1.00.10 Page 2 4/8/2020 7:40:04 AM APPENDIX B HYDRAFLOW STORM SEWERS CALCULATIONS ACL V M V Q L 4 4— a 4 _i W W W I E L O co O 1 r 0 tiN. M N LL ALL co M N M c T T T co o a cv m N V {� M T Cbl LL M (� m co CO co r- Ll - o T N E Z N N Oo z T LL 4> N CNN T to LL CCi M co T(17 r N 1- d (D C r LL � M 00 Ni N m M T LL N _ r T LL T r w h� N _ -. M � (0 Q r yT LL 6) U N M Y c co m N E C) E ti <C rn cv o - CO m co M � M N L Cli 0 (Y) 3: CL 0 N Cl) m C) ❑ W LL co C4 C11 C) LU ino Q aL Y z b - co LU Cl) Cl) 0 C) 0 0 O O 0 0 C) 0 0 C) 0 C) CDC) C) C) <0 0 (D 0 Lo C) Lo O to (D E CO LD U? CX) C\! M C`') M Cl? Cl? C? I? " V,V;. 6 6 6 6 6 6 0 0 C, C, Cl) Ln 't tf Nr rr rt Lo rt Nt Nt o CD a 6 6 c, c, a ❑ Lo 0 U') 04 00 Lo Lo Lo Lo Lo tom- P` 0 0 0 "1. 0 r- m 0 LO 0 (D 0 CO -j 0 C) — C> 0 0 0 0 C> 0 0 0 C> C> 0 0 0 0 0 0 4) O O O O 112 cli 0 0 0 9 9 O0 1? 9 (? 0 9 9 O0 0 1? (? z > OD . . . . . . . . . . . . . . . . . . . . . . . (Y) CL CO (D O V)N Nco co co co co 00 co co co co co co co co 00 co co N N Nco E r N = — — — — — — — — — — — — — — — — — — — — — z t- r- C) t CL 0 m m oo (D <0 (D (D (o 't It 0 0 (D0 c, Lf) m 0 =) (3? U) q " M V, (9 CX)9 " C`')U? U? 9 Cl) Lo CO > Cl) 00 't 00 Lr) 00 C) (3) 0 0) 0 0) C, 0)m C, C) (3) COO) Cto CU 0 — CO 1.- 00 03 (3) 1- 0) 0) M Lf) 0 (3) 04 0 00 U) r-- r-- 'It 0 CO (D 00 Cl) V' V' 'T 'IT It It lqT lqT U') 1-t ;' (9 C0 0) 0) 0) G') m od N 1� 0 6 C; C; 6 6 6 6 6 6 0 co 4 6 6 6 c; 6 6 r- t a 0 V' ON 0 Lo Lr) OD (D (D (10 (o (o 01 O4: (10 C) 0 0 O) 0? tl� ll, " " M lz; CO Cb I? N M Iq 9 c) 4 L6 r,-� >0 00 ce) 00 I�r co tn co 0 (3) 0 (3) Ci 0 C� m C) 0) 0 0) (")to 0) 0 C) C) C) 0 0 0 Oa 0 C) C) C) C) 0 O O0 0 0 C) C) C) "E 6 C5 6 6 6 6 C; C; 6 6 C5 6 6 6 6 C; 6 6 6 6 6 6 6 trz 0 4= 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 4) 0 0 0 C) 0 0 0 0 C) 0 0 0 0 C) 0 C) 0 C) 0 0 C) 0 C) m 0 0O LL 0) O O O O O O O O O O 0 0 C) 0 0 0 0 0 0 0 0 0 m O 1? 9 0 0 0 9 1? O l? 1? O O 9 0 9 9 9 O O 9 9 9 0 0 0 C) 0 0 0 0 0 0 0 0 0 C) 0 0 0 0 0 0 0 0 C) U60 0 (9)O 0 0 0 0 0 0 C) 0 0) 0 0 0 0 0 , 0 O LD 7 q 9 C? 0 9 9 9 9 9 9 q 9 7 9 9 9 9 9 O (q C) 0 C> C) C) C) 0 C> C:) C) 0 C> C> C) C) 0 C> C:) C) C) 0 C, N a Q Co (3) N m (3) m Cy M CNI C� Lo (D cli 0 cli r- co co Mo 00 6 8 OD <0 8 O 7 0 a a F C6 LijV) 00 Co C.0 (o r (D E co N 00 00 rl- co cli V' CO m 0) U') 0) — N 1-. 0 Lo 0 0) co 0� I- i C%4 ": (o C'? r-- Un C4 0 O M OS 0) OS M 9 01) O Lr) LD r". r-. 0) M N 9 0) CR C0 7 r- " -T O C, q o') M r- O O 0 (D 00 c> a C -i LO CD CD 'T U-) 0 a, V' co M N N N C11 co N cli co N 0 CO C c 6 C 0 � Q 6 Z V Lo <0 r- m 0 04 LL (D�C2 .a) 2 a J z � h � J O r to N LIJ N N to h O LL L LL LL M O co 0 O J LL LL LLLL O Y Z LL LLL LO LL LLL LL LL LL LL LLL LL LLL LLLL 21 7 LU O O O CLO LO O co O co co O tt) R N O O O 6 o6 h h OOH N r. co N I t' n 04 rt rt tet (f) ❑ O O O til O O d' d' O O O O O h O o o J Q 7 � r r .- C7 r O O O O r r .- .- CD r 4) O O O M M M M M O O O M M M O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z 7 c ci o 0 0 0 0 0 o ci ci o 0 0 0 0 (o L L i i L L i i i L L i i L L M (0 CL c O U N V c4 N r co (b (b co 00 N N N cfcf co N d r- N = r r r r r r .- r r r .- .- r r Z JtAC� t Q O M O to W O N O O LO O co >= O O �cl� M h h N C 111 N (A co CA h W O M (0 CM CA M O .- !N! h CO M CO (D (b 09 d h V c0 co r d' LO r h h O V (O M C � O � O d' m h tt> CO 6 M M CO UC d O N M h N LO N N O h O Cl) tt C O V M to O -;r N O N h Lr) 0 O co d N Crj �. CO Cl? O N CO Lq M O N q 9 C LLI O O) O r O r 4 co (O (A O (A O 0 (O m 6) 0) O r r (O CO O CO O () O () G O O O O O O O O O O O O O O O C O O O O O O O O O O O O O O O trz O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 V O O O O O O O O O O O O O O O A LL to (0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Q � C 3N LO LO r O O N N Cl?L CO CO O O O M N C (D O O O O O Cl) O O O O O O O O Y m rn O CMry_ N M rl-: C`7 P' b- O t�fy O d M N N CV to O co C\ N co?') th9 W00? V CO O CA CO CO W h h E E NT (A h r LO r-- LtOj (O h O COM CO M .0 O LO Cl) O m M h LO V M M N = C J co ah- CAMS m N t� d' M N J �O N C C r (}} M h O O O N M h CO CA h O J Z cl' N N N N Cl) M M M N N N M — LL U N N (n (O h co O O N M d' tG7 CO h W O c o N N N N N N co M M Cl) Cl) Cl) Cl) co M LL J Z P a5 CL c O m a) —— a) a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — a) — c Q o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H c c c c c c c c s C c s c s c s c s c s c s c s C c s c s C c s C c s c s C c s c s c s c a5 ns a) a) a) a) a) a3 @ a5 a5 a) a) a) a) a) a3 @ a5 a5 a) a) as a) ON N m U) a) O M t c4 h O rn o c c o W r N Cl) V (o co R co O P P N N N t Q) im J Z M � — M T J V O (D m m m m m m M m R � V to r tD (D R {7 C t O t O tD CD SO 0 co O N t (C) (o R R M V V V ti) M CD m co 00 O) OO) OO) (3) 0) O O O O O) O) m � O O O O O O M M i O = y O O O O PC' a) N N T O (6 a5 a5 a) O N a) N T a5 a5 a) N N T a c c O c O c O c c c c O c c O c c c c c c c o c OD Cl) N (D V V M J O m O) M M to M M M M CO _ (o R Lq r V (D r LO O I— V 6) (3) M O U-) (o (D m O N V (o tD R R r M V V (t3 tt} m O co ='�-+ LD (1J (o O O O O M O O O O O O m Cl) _ ao to CO 6) 6) 6) O) O) O) O) O) O 6) O 6) O) r r r r P 1— OJ 6) — w O m L CO 0 O) R N (D L() m O1 P O M O) O W R R N m (LD m R E C R tD t UC t (D (o R (O O N t t[) (D R W N C6 T -. LO N N J (1) ( (J O IOD) O ® CS,rn M O O O O O O^ w m m(D m rn rn rn 00) rn rn rn rn rn rn rn r r .- P P coo (D rn Z 2 D a) W O O ti � M 00 R CO OD OD LO O 00 N CO LO O O M co LO R O N (D O. m (D W Cl) V V V V LO U') M O) O) M 0', W R N O o W N r V O O O O O O O O O O O i0 V (D O O O O O r Q V O N O u') U') co (D m m m (D V V o) O V O t (D O LD M0 = O) ).() N O N M V (D C� O N M V u) U? O M -4 4 4 6 6 W R a) C J Cl) Co "41 m Lf) ao O O) O 0 O 0 O O) O O) ® O W W O) O O 4) M O) o +— o r O r O r O P O r V W N 0 Z. _ W .. O V O N O (() (D (o (D (D (D (D (D V V O) O V O V ((D O O O O) O) R t N N M t (D U) O N M V ([) 9 M 4 b. -. 6 R N a) C J O co Cl) 00 V M Lt) M O O O O O O) O m O O) O m 6) O) M 6) O r O r O .— O P O P V t0 O O si- _ W co N co co R (o N (D (D W O V OJ Cl) O LO O) N h- O L;) V O O) Cl) r` N (D R O O O O) (o U) R O) N O) m R V O O) V C (DR O O t O m O to (S) N m O O) O O) O (5 N m ui (Y) O h- M (D O V CO r (() N O O O) O V CO (O (o O) J d -+ M N N r r N N co V V V N P N r r N (D m N V V r r d .— .0 J V! V V to to co co m co co co co co to co co m co co co N N N co co N N P P r r r r r r r P P r r r r r r r P P r r C N C Q co E V O (() OJ OJ N N N N N N N N N N m N N V R a) C.0 (D O W to to N N N N N N N N N N O O O O O O O N LL 0 P r R 0 O O O O O O O O O O O O O O O O O O M m -C c C U m E J N � h M <0 O _T N tD O (n c J r �.. 0 Cl) a o co V . 'C'J O N M O Q � {!} -p M^ Lam. (4 � N b• i N D'S O N m M m {.} ❑ W LL N m N N z d C 11 W M S` O 5 `ter `ter 'S U d =� Y �c Z c W m Q t0 LL LL D7C7 2 _ a- Y LL w � W O o 0 N O (v M V (0 (D It- of O O r N M V a Z a O r N m V (C) (D R m M P N N N N N J Z N a) a5 CL c O m a) a) a) a) a) a) a) 4) a) a) a) a) a) a) c a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a s c c c c c s s s c s f6 ttf t6 t6 f6 f6 t6 ttf @ f6 f6 t6 t6 f6 ON N m U! a) 0 CS) M t4 W 0 O N M t+ CO 0) h cr im J Z N N N N M M co co N N N M Q) M c ct CO L J V C.0 O r 7 N N M M M L-- to r C d: (0 r- 0 M M M M O) O N M CO M 0) i O = y O O O O PG' t6 N N @ @ N L6 O O N a c O c c c c c c O O O c O o OD Y CO N L� Y M O_ O ti r M O 0 O qT —� 0 Q^ d-(.0 ONS to T N O~ ) a) _ -+ O O i-- CO CO CO O 0 t— 0 0 0) O r r t— CO CO CO _ 0 0 O — w O � 0 L-- O O LO N N I- Nr CO M a) m C J t h ". Un M O N R U) N t E :3 00 O O (0 n0) Co rn L^- rn 0) rn O r tom- a) 67 rn rn Z 2 0 r LO N LO Ln M IT 0) IT CO LO M tom- ti r r.- +(D (D O. (D R 0 O rt' 0) t O U) O CD L, tom- O r M Cl) M (0 CO N Ud O o O N r M L--- N U) N N r O Cl) CL COO O U) W O CND, O O m m ti 00 m 0 O ~W CO J 00 00 0 ) N 0 r r 00) 0 Lam- O M a) C J O O 46 O O CO w O 0 0 0) 0 0) O r 0 CO CO O O 0 O 0 si- _ w 0 t- LO N GoCD m P- O CO M O 0 c ++ t� � () m N O r- LO Ln h It N co N Cl) N N Or 6 C) O M N h J N m COO L} d J V! N r tD (D r CO r CO r O r N r N r N r CO r W r tD r N r C N C JtAc�, Q E O O r M d' 0 W N O Lam- M O O O r � LO N LL v O O (D UJ U) IT O O O O O O O O C C 0 m E N O T CO O � � V O {V � ct5 O � N_ u_ N LO LL 1� LL LLC; LL LL LL LL LL m LL CO LL CO LL 0) LL N 3 J O N O Y Z LL LLL LO LL r-(� LL LL _ LL LL LL LLL LL LL LL aj Y LL w U � W O o 0 N LO OJ 0 O N M d- 0 CD h- CO d z E O _I Z N N N N N M M Cl) Cl) Cl) Cl) co Cl) M _0 Cl) U') dr LL 0 c S — 04 cli Lu coo m W m z a- C) cli C) C) C) (D(D C�(D C�10 C) C) > 0) Cl) (P Cl) U? C� U) (D W 0 C\! 0 cq C) M C) m CD Cl? 0 cl (D M C� I? OLO " a I: 0 I: ID C, m (3) (3) (3) (3) LO m W 0 a 0 Cl) Lr) "�r I�t I�r 't "41 I�r LO I�r Nr Nr z; C> C) 0 0 (D C) E 0) 0) 0) 0) G) G) oll m 0) 0) 0) m m 0) G) — — — — — — — R C.(D 0 0 C> C:> Cl) m C) 0 0 (D 0 C) 0 d o 0 C) 0 (D 0(D (D Un � (D to LO 00 C14 ce) ce) co co ce) Cl) 0 C14 It -T _: 0 0 0) 0 C> Z5 C5 C5 C) C) C) 0) 0) 0') m m 0) 0) 0') m CD 0) 0) 0') m 0) — — — — — — 0) — M M LO M M M Cl) M — — M q U? (P (q M N t UO (9 R R 17 Cl) LO U-) CLLO (0 ;) 0 0 IS)> CS), O "R O O O O M 00 CO 00 0) 0) O) ) LU LO co U*) N 0) r-- N<0 LO co 0) 0) 0) 0) a) 'IT a) I,. r". (N mU) t0 R (.0 rt LO 't (0 (0 R co 0 N U) <0 r- co cli C6 4 4 4 6 U') (0 CO 6 ci C> 6 6 CD 6 6 c) c, co 00 co 0) 0) 0) m 0) 0) 0) 0) 0) 0) 0) 0) m — — — — — co ce) r- �6 C, CIA (D LO LO oo (D CO (D <0 (D m dV: I? (D C, LO (D q LO " 9 " V? lll' CO W 9 Lq Lq 9 m LO U-) CL0 co I It U) CD 0 a 0 (D COO) > 00 00 00 0) 0) 0) 0) 0) 0) 0 4) LU - 0 'T 0 C14 0 LO m 00 0 (D (D (.0 (.0 v v 0) 0 -t C) v (D O E (D O) O) R SP " " C? 11q: (9 (O 9 N M Lq U? q (15 4 L6 :3 0 V) 'IT LO 0 0 C> C> CD 0z co 00 00 co 0) 0) 0) m 0) 0') OM) C.0 t- 00 0) m 1- 0) 0) 0) U) 0 m cli 0 L00O t- t- (0 co o V CO co Cl) -I- -I- NT V (D m C) C) C) d O o C6 C4i O co co co co co co co co co co co co co co co co co N 04 04 N cq cli — — — — — — — — — — — — — — — — — — — — .w . . . . O). 1- co P- I'- I'- (l? OCP r-- C0 (q r*-: r*-: (0 cli U') Lo t- 0 f- 0 0 It 00 (0 04 0 Cl) Nr m CO M CO Iq U? 't Lo Lo m U-) m Lo — m 9 Nr Lo u It rl- Nt co — co N c6 - 0) �2 �2 co co ',I: V: 0 LO M M N N N N N N N N N N Q N N co (0 O OR LO LO . . . . . . . . . . O O O 0 0 0 C, C> Q 0 0 C. C> Q 0 C, C> CD, Q 0 (D O Q 0 0 C, C> co r--: (9 C? N o r C? cq rr d OR (q V: C? 7 LQ co of w co co co r- r-- <D 0 'D U.) U.) Lo Lo Lo v <n C -i C -i c, (D.r oaoc)oo(Doaoc)C)C)C)Oaoaooao 7E E 6 6 6 6 6 6 6 6 6 6 6 6 6 6 ci 6 6 6 6 6 6 6 ,7v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O I? C? 9 d d 1? 9 O O I? I? 1? 9 d I? I? O O O I? C? C C) C) C) 0 0 (D 0 a C (D C) 0 (n 0 C) 0 a C C C) C) X m C a 0 (D 0 0 C> C> (D C (D C) C) CD 0 <D C> CD C C (D 0 C! I? I? O O O C? C? O d I? O O O O C? I? O d d I? 1? 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 a 0 0 0 0 II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G0 9 9 9 q 9 9 O9 q 9 9 9 9 q 9 O9 q 9 9 9 9 0 C) C> C> C) C) C) C> C> <D C) C> C> C> C) C) C> C> <D C) C) CD, CD, .2 tC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II 9 9 9 q 9 9 O 9 q 9 9 9 9 q 9 O 9 q 9 9 9 9 m C) C> C> C) C) C) C> C> <D C) C> CD CD CD CD CD CD CD CD C) C> C> < 0 0 0 C? 0 O 0 O 0 O 0 I? 0 C? 0 O 0 O 0 I? 0 C? 0 C? 0 O 0 O 0 I? 0 C? 0 O 0 O 0 O 0 I? 0 I? 0 C) 0 a a a C, 0 a 0 C) 0 0 a a C, 0 a 0 0 C) 0 m 04 00 co rl- co �! <0 co co (D It co m 0) U) 0) N Il- 0 0 C) 0) Cl) N C.0 r- a 0) 0) m 00 LO rl- m cli d m r- b' O L V) C14 m V) cq C5 0) 0) c, m U-) I.- c) c) co r . C,4 c, c) (D (6 r-- 6 6 CO w O O C-4 U-) O CO "T LO C) 0) Nr ca 2 co N CIJ — 04 CJ C) V rr 'It CIJ — 04 — Cq C) N IT IT 0 _0 C> CIJ U') CD r- CO 0) CD, 4i LL N0 v LO <0 r- Co 0 --CO — — — — z- — —N N W .2 1-- m0 S ' — N z ch i o (o r- w o N C4 CJ N 01 O CL M h Ct} CO O Mo CIJ C LL W N_ N Ltd L`- LL LL LL LL m (0 c0 0) J M J Ci Lt_ LL LL LL O N_ LL LL LL LL Y Z LL NL L LL LL LL _ LL LL _M LL LL L LL LL LL O N O N 0 m OD > 0 0 m Co Ln h N o Lq �. uo) Cl) o Imo- O 0 co h co h 0 O -th° N N O O O 0 N N M 0) E 0) ON) OG) 0~) C) T OG) 0') R 'O co o O (9 O h0 � L() O M h It O 0 L() c6 6 6 O h N Lq 4 Mh O h N L() O � i i O M O O O N d' h O O O N N V h V d' O h (D a N_ N N c"' Lam() 00 M h (0 M19 4 (6 h O t (O b: N t O O 4; Q (0M O O h 0 O h 0') O hc0 0M +fy' M 0) c0 c0 0) O m 0) U) W t') OV JCl) h (0 L-- o O Lid N N Pte-- N (0 C0 N N Cj 4 L() - P-: Lt) r N r S C (9O 0 rn O CO 0 h 0 0) co 0) h 0') O 0').- O h 0 0) 0 0) rn p V 0 M O O Cl) W co o (00 t() O -T N O co co c0 Cl) W h 1. (6 W O 16 Cl? �: cV M t- I-, (V '- Q It N O O (0 h O (O m O N h CO O > +,�' 00 0) .- 00 00 O 0) 0) .- .- 00 00 0) O (D LU h Cl) m O O d' V M Ln O d' N O N I`- U') O V co E N h N (h 0 M O N c0 L0 M O N 0) :3 > ^ v o 0 o v (o co o (D 0) o 0 CO 0 ® Z c p v (o 0) <- - 0 0 0 rn rn M r <- 0 0 rn m v (q M Q IM m u) n fl -0 - v (0 co � h � O LO 0? I`- (C) (O M M c0 L0 N O co N co 0 c0 c0 co N N N co co co N d N •- T — — — — •- •- — — — — — — h M N h• 0) h M M N O0) C0 M M 0 Ut (9 I`- N CJ N V M L0 IT O N 't ' d' d' �- •- N �- O N 00 o 00 I-- O � Cl) L-- '�-- C0 0> Lid Cl) Q N h Oa O M N (D M i-- M M m rt fl O (0 t N Nr-" N M UWt IL2 m rLO Lq O O `� O N O O M N V L`- O O O V N F w : r M O O O (9 t0 L0 d' O O O O O O O O •(a L ^ v = O O O O O O O O O O O O O O O O T0 0 o O M 7 h �- h c0 h o o O M O E M Cl Cl O M M N N — O Cl Cl Cl O O O ~ E O O O O O O O O O O O O O O O O C E O O O O O O O O O O O O O O O O O O 6 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O V O O O O O O O O O O O O O O O O X y_ O O O O O O O O O O O O O O O O X O O O O O O O O O O O O O O O O p Q C O O O O O O O O O O O O O O O O -Q II O O O O O O O O O O O O O O O O GO O o O O O O o9 O O o O O O O o Q p 0 V O O O O O O O O O O O O O O O O tC O O O O O O O O O O O O O O O O If 0 v O o O O O O o O O O o O O O O o >- L ti O O O O O O O O O O O O O O O O E y V I I < U O) i O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O .- p C V6 O O O O O O O O O O O O O O O (D (n E t() 1' O h ti Lf) th- t� co L-- O (O M c0 0) O O O M V (0 O I` -N T CO. O 65 M O h L0 to h V N co N M N O N Na �Y L � .v" co O O O to Cl) O O O h M h Ln t✓,7 O t-- ca J (0 r - M LC) N h zY coN 0 N O 0 J N cl' r0) Cl) N h N co N 0) N O M M N M M M h N CO N O N r- M LLY U W O a) I - o t4 M d' Lf) (0 h 00 O O N M rt L() (0 h 0 Q Z J N N N N N N Nm Cl) 0 Cl) Cl) M M M M I 0 U') �; Z; F�, Z; �; Z; �; �; Z; 0 "** 1*4 a C> -(R -SE 9 -�R C? . . . . C? 9 . rz C) C: 0 0 (D C> C)CD, 6 6 6 C) C� 0 C, 01 C: r 0 CD, 0 V) cli 00 Lr) 0 U') LO LO r- r- U) 0 0 zt 0 t- 0 0 —1 0 CD CD CD CD C> C> CD CD (D CD CD CD r C> r CD CD (D O N00 C) rn ce) W O 0 C) r-- C) 0 0 O O (D 0 C) C) C) C) 0 O O (D 0 0 C) C) 0 CD I- C) 0 0 C) C> (D 0 C) 0 0 C) 0 C> C) C) 0 0 C) 0 >O I? " O O O9 C? O C? O OO O O9 C? M 0 C) 0 (D a a C) 0 C) 0 C) 0 0 (D a C) 0 C) 0 0 C) 0 0 O (N (D 0 0 C) C) C) 0 O O O (D 0 C) C) C) 0 0 O O 0 C, (Y) CD 0 0 C> C> C) 0 C, C, C, a 0 C> C> CD 0 0 C, C, U) C) C) C) C) C) C) CD, C) C) C) C) C) C) C) C) CD, C) C) C) C) C) C) LO W Lr) >UD 1p R 1,- R 00 6 C) cli It u-) (0 r- ()q N co to t1r) lu wsC> CO OJ 00 0) 0) 0) 0) 0) 0) (D) 0) 0) 0) 0) 0) m 0) C) C) C) C) C) C) - - - - - - 0 U) LO 0 0 <0 (0 (D (D (0 (0 (0 (D (D <0 C*4 C%l C%I M F, r M � r r O O O C? O O O C? C? O O O C? O O F:l > v C) (D CD CD (D CD CD CD C) C) (D CD CD C:) C) C) C) C) C) C) (D CD co 0 C> U) CD N N Ul) Ul) Lo V) LO V) V) LO Lo LID I- 0 (D Cl) <I) Cl) ai E I'l.: R r*-: V Lq O O O O m 0) G) G) O 01 O 7 O O 01 13" M Q) (D (0 (.0 1- LO c"I c"I - - - - - - - - - - - - - (D CO I- tl- co co N N9 D L3'm O O O a C, 0 a C, 0 a 0 0 C) O E (0 (0 Ln V) 't O CCO4 CCO4 Cc> a a a O O 0 M 0) m m Lo m m m co m(D -J > 'It t[) (o N 4.it? U? LO L6 (0 0 6 1-: to LO CO 00 Co - M47 M M M 0) C) N C) LO LO oo (D CID (D <0 (D (3) O V: I? 7 (D C, LO > q U?N 9 " m lllt (9 W (V M V Lt) Lq 9 cr) LO Lr) > W^ co It (r) C) 0 0 C) C) C) CO) 00 00 CO 0) 0) 0) (3) (3) O (1) (14 00 00 1-- co N (D (o co O�r CO (1) 0) LC) 0) N 1-. 0 0 0) Cl) Fl- N (D r-- C) M 0) 0') 00 LO r". 0) N 0) r- 'T NO)Lq O (3) 101, 4D O LO r- M C, CO O O (0 r- O O CD (D W C> a N L2 CD LO CD 0', rt M N N C11 Cl) N cli r r C11 Co cli OC>M(DOOCDO(=)OC>C>C>(=)OC)O(=)OOC>C> 0 O (.0 (D 0 0 C, (D (D 0 O O O (D 0 C, (D (D 0 0 O C> C) CD, C) (D (D (D C> C> C) C) CD, C) C) (D (D C> C> CD CD CD CD C) r� �0- M f- N 0) r- C.0 M m U.) I-- to (D M LO LO co m 00 LO fx1 V(9 4 > o? (q O Lq O Iq M N C) 4 4 4 6 04 (D (D t- 8) 10R) 10D) Cc')) F F F F F oo 00 00 co W 00) 0 0 0 't LO 0 0 (0 (0 (D (D <0 (0 (0 0 (9) (0 cli cli N rl- r- cq It - - O O a 0 C) 0 0 a 0 (D O C) 0 6 C; ci 6 6 6 C; C=; 6 6 C; ci ci 6 6 C; C=; 6 6 6 C; ci tZ 0 C\! a (0 r- r- LO -T I-- t-- r-- I- I- I- r- r- t- 1- M N F* -:6)P-: C? (q R. . . . . . . . . If tr) 0 - - - - - - - - - (D Cj If O'N I- C4 C,4 C,4 0 C) 0 M 0) 0 0 V, Ill co M Cl) m co co co c1l) Cl) M m co I- I- U') LO O- Q. OR R L9 N C? M . . . . . . . . . . O O O I? O E LO rt w LO <0 LO (1) 0) C, 0 M M M 1— 1— N M UO (q J> R (q t u'? (q R cq 9 CR " m Lo 0 N 100 0 a 10 m y CO 00 00 00 (3) 0) M (3) M 0 E t o O cli 0 LO LO OD <0 (D CO (D (D 0) C) 0<0 . C, 0> q Cl? R llt C\! " Cl) IT (O co C> cli M C6 4 q 4 6 >(D- 0 co vtn 0 0 6 C5 6 6 <,R F 00 co co co G) G) o)M 0) 0) 0) M 0) 0) 0) am) .2 oo 00 8- ,It NT 0 U') co co N N N NN NN 04 M N N -a U,� (6 (6 1? cq V) V7 " " N N N N N N Cli " C? O O a 1- CO a a C, 0 a 0 C) 0 0 a a (D 0 (D 0 0 (D O co cc ,It N It 04 00 <-- 00 0000 - - co - 00 .-- co 00 - co - 00 <- 00 <-- 00 00 - co - 00 .-- co 00 - N - N - - N(D LL (D O R co 0') c.2 ::� L2 V 0- z N N 0 CL E 0 I 0 (D cli 0 0 0 0 (D (D 0) 1,. (D co co 0 0 0 Lr) 0 00 0 0 0 0 0 r— 0 0 C1 C? O-1 — — — CD r C) (D (D (D — — — — CD LO O cli C) M O ce) ui —0 (D C) C) C) C, C) C) a 0 CO 0 (D 0 0 <D C) (D 0 C) 0 0 (D 0 <D ii 9 C? UD o 9 C? Oo I? C? C? C? C� I? (D a a C) 0 C) 0 C) 0 0 (D a C) Cl) O O (D 0 0 C) C) C) 0 O O O (D 0 C) 00 C? C, C) CD 't 0 O O O 0 C, C, C) CD 0 O o C) C) C) C) C) C) CD, C) (D C) C) C) C) C) C) CD, U*) L co r) 0 !`-� CF) q (D It Lq Nt 0) C� LO !� C,4 f,� U) 00 . C> U? to C? LO to lu N (0 Ir 4 C) (D I- - 1-- 0) O r C"q P- 0) (0 01 r - 00 00 0) 0) 0) - - - 00 CO 0) 0) 0 cli (D (14 a r- C*,I 00 a r- m 1� ;� C? C? C? C? 7 C? > v C) (D CD C:) C) C) C) C) C) C) CD, (D (D CD CD CD 00 cm M CIJ 0) r- (0 (.0 CM (") M I--. (D 0) U') i6 E N O M U� (q U? 0� C� C-9 "? rt — Q) w (D > tri ui 0 r tii tii v v C\I cq C� W 0 t- 0 1- 00 N cr E 2R It CO r- 'It CO Cl M 'It CO 0) O C) 0) 0) co 00 a O C\I cq 0 0 0 0 0 c; O o 0 o a a o 0 c; 9R U? CR co 1-- 0 -'r -J > M0 (9 a V 0 m 0 4 a CC) 00 C6 ;t r,: C6 6 r 06 00 1-: m 5) W W O� M M — Cl) C) (9 q m a 0. LO w m m m co 4) > cq t� 'T (o 9 (9 Cl? > It 04 C> C) (0 r- C) (D m F:) N I,- co 0 00 0) 00 00 0) 0) 0) 00 00 0) Lr) "r m R r.- LO I- U) — F- C) 0 M W M m It 00 LO Cl) 00 m r M I- LO -T M M M (P I`-:Uj N a C! U) h . . . 0 CDcl) r-- LO Lr) M 1- -0 co co Lo C,4 1- N �r 11 0) C> C> C) r 0 C) 0 C) 0 C> C> C> C) 0 C) c"I O C> C) (D Cl? 0 C? C, O (D O C) C? 0 C? O O C> O C> O C) O 0 C? C, o C) CD, (D (D C) C) C> C> C) C) CD, C) C) (D (D C> II (D fl- C\l Cl) (D co 0) Lr) to co r- 1- 04 to (.0 (N fl- C.0 C) co > (9 (q C6 4 1*-: 1*-: u) loq 1`117 Lq N If 00 (0 00 W 0) 0) r 00 (o 0 cq tD 0 0 R cq It 00 0 1-- C) C) O 04 O Nr O ce) O ce) O r <D 0 O O C) O C) 0 C) — (0 LO — CI r-- LO C) C) N M CO 03 It to C! (9 M oq U) 1p N R CO tD (9 CP 9 N V to 0 C\I co 0 cli c 0 0 m R O O R W I-- CO N 0 0 C 0") cr r- CN 0 a 04 a M N 0 a 0 0 (D 0 1- co Ul 0 cli 0 (D Cl) cliNOC") O -C Q Cl) f- LO U� (D q: OLO LO f-: N (D (D 2 -J 0 co O O (D r- 0) r- 0 O 1- 6') 00 a 00 00 (0 a 0) 0) r CO 00 R O co 4) t 0 C� 4: q: m oq LO M ci I? -;r C-4 ()q 0 Iq cq I-- LO M9 a -tT C\! OD O� E 0 > c) q " o > (D a (D CD It (D 00 Ci <0 m (D 00 0 Ci r- 00 0) r r 00 00 (0 M 0) 0) r r co (0 G) oll 0 U) -14' CO C, 00� 0 CIL m N O O Cl? 0) " ll' h O N (D a 00 <0 0 CD co LO LO Ict a 0 C) C) C) .til CD a C, co (b co cli — 00 00 co 00 co N N N 00 co 00 N Z7— 2U) Cl) d' LO 0 r-- 00O) 0 M rt LO 0 r- W 0- 0 z c"I cli cli c"I N N C*4 M M co V) m m co co m APPENDIX C HYDRAFLOW HYDRAULIC GRADIENT PROFILES C) C) 0 C) 1-d 0) cl) C> r,-:0 0 —co CO 0) 04 ;nc 0j,8e,13'AUl 09,98 'Is LLIN Lil - V30,0 +z Ing v—q C> CD, 04 lul 08'0$'I3 ;IIC 00'0H'13 AUl GRIVIS Ila Will V u -1 - ot, 08+ 1. "S tCS o CD I ?V go [a Aiii Vic U96,13 AUl is Lulb Fc R C Ul - CEO' 96+0 Iff;B LO InC 09'48 '13'AWS 99'Ge '13 Vul enN lul 'Aul (D InC WES '13 'Aul ci LU Mae is LLilb L :U -I - car"Re+0 KS C) N (D Lil 08,09 115 'Aul ce,sep pLus 111400 - 00,Gc+0 Big (D C OC? C? C) 9 C) 0 I? C� d(3) tfl. C, co (D 0) 00 1- LU O co O Irc 0e'L8l '13 'AuI U o 0 09'06 '13 WJIb o 0 0 0 o 0 00 CV O 00 � J O tCJ U £L'til l '13 'Aul r- 11170 1RC £9'117 61. '13 'Au I o RIM is Lulb Cc: LAI • "Z'E9+5108 Cc o 0 c- ul OZ'lal '13 'Aul VIO CC' L0L '13 'nut QO'LQl '13 wlb o U-) re :LAI • gfft'LE+e 91 `0 tjI09'B$'13 'Au1 0 4nC QC'8@ '13 'Au1 0 o QS'£06 '13 wlb L£ :LAl • Ebe'61+9 BIS 0 LO u� u1 Ce'66'13 Au1 ;no LQ'e8'13 'Aul WWI '13 Wj1bN-. o Qs Wl • lgo, sti+s 9;H 0 u1 fr£'n8'f3 Aul 0 LO ;no ti0'06'1a Au 09'LB '13 wib Be: Ul • OU's1+S MB _ 0 o � � U ul QO'@e'f3 'ALAI aa) ;r1Q 6B'LS'13 'ALAI Of K"" '13 LLAIa $L ;LAI • LtT 11+L 2;5 LO ``' ul 9C'B6'13 'Aul ;nQ gb'99 ,13 'Aul a LL'L$ '13 L£ ul • 861►' L l+L m8 LAI £$1" 12 'AW1 0 N Ino eg,V8'13 'Aul Was Ila Lulb CC :LAI - 80'BL+Q WS o N u1 U19,13 •nut Ac 0949 113 'Aul CD Z: ul - 969' L9+0 vie - w u 1 ite' 6S 13 'Au 1 PC "'EV '13 'ALAI o M08'13 ujIai I Wl -008'Beta wile L11 08'08'13 'Aul 0$'68'13 'pals I 0 —4tv 0 0 0 C. 0 0 0 0 0 ri �f co v psi tv co r- 00 o a} W <D <0 C) O O 0 C) 9 C) 9 0 q 0 C? 0 C v 4) co 00 cq 00 w rl- o LO I- N ;nc ce,jo Is 'Au1 0 UWS Uilb 98:U1 - 959'U+Z Ins C\j tCy til HIM 112 Aul 04 ;nC al,'go'la 'ALIJ I 1118 Ila w1b Ir:UI - UPI .+Z 9M O LO tCS O O Ul ell," 'Aul Ine £9'68'13 AUl 09'09 '13 ujib CZ:LrI - 60'91+0 3;6 Cc I I UNI 0 LO Lil SMC 09'68'12'ALIT — — — — 99,05,12 ujib Z :uI - 9@8' 12+0 IT U) LU JUI oarEg,(a AUJ InC "' ES 13 AUl L :UI - caz"K+D 140 LO L11 oeroo,ig -Aul ce,sup PLLJO INOO-GOTC+0619 O C) 0 C� M co 00 1- C, (D C) 9 9 <D 9 C) 010 1? 1*0 C> 0 00 T OD "'N 00 C11to (6 r - to CO Inc £fe913 Aul CO 9c: V1 - OLOTC+C Nis C4 C> CO UI Coln 12 'Aul Mo 0111VIS'Aul 4') VE'" Ila Lulb r - C14 SE •17L, "+C 19;9 a Cli Ul QC,90,12 'Aul LO C*4 ;no 91,109 Aul 11TIS'13 Lulb LVU1 - Ins tCS CD Cli L;19r",13 AUI 0 ;no NWIB 'ALAI 02,08,13 UjIb Cz:U-1 CC I UI U'V9,12 'Aul LO Inc 02'1,°8'13 Aul £9'0$ '13 Lulb z:U1 - 96919+0 XB C) LU UI "In [a Mo Es 'AGI WIN Lulb I :U1 - EGZ'RC+c BIG Ul 01gral;,ig AUI pe,sep'pals INOO-GOTC+0619 O <0 C) 0 0 0) CO CN 00 00 (D 1- LU Ilillillilllilli��ll�l; IIIIIIIIIIIIIIIIIIIIIIIII�lIIIIIIIIROOM --------------- ii iiiiiMENOMONEE IIIIIIIIIIIIIIIIIIIIIliI�������i�i�llllil NONE IIIIIIIIIIIIIIIIIIIIIIII IIIII x AMA IIIA. NONE Am mi ,II„ IIIIIIIIIIIIIII II� Illllllllllllllllliii��l�i����!lI�II���I Illlllllllllllllllllllllllfii�'�'lllll APPENDIX D NRCS SOIL SURVEY nc Z a 2 W O W —j CL « � \ / / j 0 ° k \ / .2 0 \_ / k §IL t U) _ §_ ( o \)§ �E ? ° - f/ k{t \} ° \ \\) U) ƒ S . \\� \ / 2CL \�Qy G�2 = E/#$ - £_\] 0 E ƒ �5�\ §kR f E : * -2!, /± \A J� t� �w\ * // ) \ §{/ ® LwE 2 �- $ \ /=0 , 0 k �E ) §}j = \- E \ \j)c2\( m_ � ���� £§+f ® - k , /y# ƒ - {7\\ k\kE SA§ ( LE =§=o L wEE \»t2 $/3 (/ \32 3 &0.E \ £ g/ m- \\ 0C §ƒ /0 p §� \ ) ( / \ L , 0 / ) ) ) 2 2 § ) \ \ \ 2) / g § } \« = 0 o j \ ❑ q q ❑ q ❑ q LLƒ\ ®� \ \ \ ) ) \ ( ƒ ] « U) a. e £ g/ m- \\ 0C §ƒ /0 p §� Hydrologic Soil Group–Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Aspen -Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 11 Anvik-Skylick-Sligting B 4.3 3.8% association, 25 to 50 percent slopes 45 Forsey cobbly loam, 3 to B 10.1 9.1% 12 percent slopes 46 Forsey cobbly loam, 12 B 1.5 1.3% to 25 percent slopes 47 Forsey cobbly loam, 25 B 7.9 7.1% to 65 percent slopes 66 Jerry-Millerlake loams, 6 C 74.1 66.3% to 25 percent slopes 104 Torriorthents- D 13.9 12.5% Camborthids-Rock outcrop complex, 6 to 65 percent Totals for Area of Interest (AOI) 111.7 100.0% USDA Natural Resources Web Soil Survey 2.0 3/28/2008 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained orwell drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff. None Specified Tie-break Rule: Lower USDA Natural Resources Web Soil Survey 2.0 3/28/2008 Conservation Service National Cooperative Soil Survey Page 4 of 4 MAPS wp , N 3ry d M d` VI VD8V 3OVNlV80 BlIS—NO a�e� s >e 3. 'SNI °JNRi33Nl`JN3 ezcee ON .o. 11VA 1SSM E1Nld—b' NNI SONMISgH l101H8VV4 a Srv0S-31V0 d.N RH U3WMa V, A4III =IIII I I �40! I i v mP y aw YY os� I \\rte I -L IIls 1 1 999s i I III I / 11111111 I " aVicir ¢ pl I 111111 Vin^= I* V��� e �a ey I� of OI O o sanH'Wd W:11:Z OZOZ/9I/b'OS-ZlxTTwo1S T 133H5 —1 aauaP!say 11oweW\I!eA\:O -0 OZOZ S PO 31tl0 «. , . JVVI ` B1JV 3OVNIV80 BITS -NO DE SNI oN `JNR133NI`JN3 ru 11VA 1SgM =N jj nx nmvaa El\id_r> NNI ��N3a1S3a uOlalJdw 9 —1—.13— ON nNO3N01530 N \�`"\�`� \`\ \\ \� \`\`�\\,I \\ \ ✓ �\\ ( �� \ a /////(; _ 'IIIIII✓ I 4\1\\\V\ �\\­`�\`�\ \� \ \\\\� \ \ \ mm �mw `\\ \ \\\� \`` \ \\\ \ \\ \\ \\\\ _I \\ ✓ �\( \ \ 1 � I l .d /,(III \\\\ '\\\\I\ \X\��\�\ t\ \\ \\ \\ \\\\ \\\\\ \ P \ \\\\ \\\ \ \ \ \ 1 ( _ JI IIIII I IMI 11/l 1 IlIxt / V AAA 1\\ VA VAA\ \VA`\VA` \ / VA\\ \ IV I //I ul / 1 II— \ ! I ( I (, m` �, _✓ \\\�\\/\� �/ / / 1111 �� i( \ 1111111�lll ll�il}11�1111 lel ��yv `, // l V1 XLLI \_ 1111 IIIIII j111111�1�1,i,IV11 \\\ \ 1 I I \ \1111 111111(1 I \ 11 I `\ \� \�\ \ 1 \\\ \`,\` `\X\ \\6 II \ \ \\ \\\\\\\ \® / \ \ / 1 \\ \\ \\\\ \ L \ \ \\\\\\\ \ \ \ \\ \ 1 4r \� 1—\ x`1•`\1\—_�\\\\\\\\�\\,�\\\ \\\ \ \ \ ` \ `�\� �\ \'r\� \\\ \\\\\ \\\\ Iill 11/ 11 1 I VIII ✓ //i%��i ��ii�� �����i ) J a \ ,-�� l \ \\ m \\\\\\ \ % /// ­W'Wd ObZIZ OZOZ/9I/b'ZIXI1-00I Z 4@04S'6N\P'OZOZ-Olul-AOI-WHO\a6euleJ0\DMO\OZOZ -uuI wuaPISay u01JJeW\IIx/\\:0 wosE�';ss9� as, d`dW ` BHV 30VNI` IJCI I-TASAOru 'an ear '�NI'`JNIi13�N1`JN3� IS31M' 03 %]3H] co VIN NN /'�N�1VA[ YJ�JHW � N I=Fl V • `• `I 3 V• `3 IISDJ _UOULI • • • A9 SNOISN3tlH311a.N /W .H 43N]530 V, ___�\\��', IIi1111111'flli41m41111I1'lll 1'141 I'll �_ M / / -� �;���/ / III\ / / -, 1' 111'Ijlll;llii�ll�l I�'IJJIII{I'(O� +y`IdIII�NIII;;llllllillill'I I'lll'il �t i �i f / '' �'Y' �l�ry / � '� �1 yi�au p 4 °y l d yl �1,, \\ I ' r-�' ' \\ /',',"I'\ / / Vi/ / / / /r q,M1/flIDWl�1 M1nlpG I ul 'ILII � 1 IM1I�I IIII• ii �' \ u�' I\ I II /1/1 Y / / \ I' /i'hi ri�nU a� ' a •''r - 11 ' ' � ll, p�ll�"I�III�I II'J7y�II'1�'Y Iryppll,np'Irlllllllpl Illld11lI�� n _ �,g� y� rqi yill I, � � , ' /^ 1'111111 11 ii 11 lllly l#n111��IlyyldYylllluii'iill�llllll IU'IIIIi111��I 'Y �"0'f ���rrRnV/i/�q� I'� Ilii n4 .Illi III, IIR \ . / r ," 1 it °iillinl \\ i \ iii u / iiia � ,�/r n I�l /i � � ... ` '- - Ij . ��%r /, i�- ',''i lill�nliii'i14 iUIl4 U�r�PO``iilllliujiliil' Iilli4°\.�3.,,' � r° y,�/ %�i�in//nii A��iiAlre'y�i{l uy' 4i�'lM1I1wIi�1�01'i __ � // II111111111'lll/, '�A�'ly}I�'IIIy�bihl�,ltlllyl 1111111111 1111,111x\ / 4 /h%iv/////////'/Op lllllllgll"�4VYb ly pl III /�II;'MIM1911111111 III II \ I \ `,\�II11�I�I1�II pilllpIM1lWµyllllll'illiilll ' 'Il \` 'I \ ,;, II 'I• /1,\ \ '1� /`_. ^ j'Il �yi�rri%'9i'��'i//iiiril/liiil'ill'llM1iix'IdIb4W11 ll� �Illililll\` i\` li �I''ull'I`yU','ii�i�ii'''' _ '� /-�11'111; IIII,j%iy,1,tl;lil;�ll4l�iiiillhlllljjll�lih�g1111 a/ Mq, � i ry "�..v/Aid/iii/iii%�r�r/i4ih��A1/�nhbl� it Idlhlly�`lidll411i'il: ii'\ IIIII°nnP�yl1yy / ly1„y1l Nlpu rr ri�q/y/ /ir„r/,/ rlr/ /r a� 41�1�PI II I�wYhlll l III / p _ il'i'l` "i� l 6:7 i ,/ �'\\ � ' i'I I- 1 / � I ;`' IIIIII;OI'Iln,,r VglulO $, rb�' `111j111j111.PI.1'I,.y�'IJ1M1,144, I�YM1�II��d';;I;� AIoiI '%':''''iihi l\I'/l�, \ llll� ull nl \11 I ... Ijll 0'j-II'��i"'lilt ,7I ,,ll 11 IIIII II I�Yp,I'a II IIII IIIII \'\' 1 \ ', I\\ ( \ i/' i„Ii�i��M1il4l ill�hry,"�I�4i/�,liM14�ii�'�iiq�4l4�pligy�ilyP\I ��y �Ad'NI�/i%i%bi�����.�aiu/ riggi�'�'i�'ll//npl�ip'q/li I I` \S`\\\\\\P\ i / 1 _ Iiil'a 41 j 'I'n p'`,r,�N '� +•'d 'j; 1, �r�JoV;VnU� II„I4'4411,1;1114; 11, 1y1j1�11l�l11 �IIIIIYII'',vl;uI� IiIlllxIli'1IiI1inV'11I'NI1IIV'I1l�I1lI1lP as •�`• ` 'lil'�I\I�\\\I`1 NZr/,r�'/f��/�%; ,'',r(,�//q/ .Opr /i iii/rr"/�/i ,'I ' /u ;� \ l \ 11^\ I1'III�Ii'II'',Y UIIIUI'I"d'uiitllf/jM1/rh/qMd"'hijrj,49/l / l , - IpVllll / ,\,IWIIII YUIO,b Ildip'M1lih4i"iiM1i 4�'4''a'h/4.. 11 I i IIIII / / 7� II, � / rr/ r r,/, ,/ /„pr / U /,U (, rr ,' ' l ��• \\o\n\\I I+ ur /I \ „j1�p�Iy i1U1411 gbind gl�lylu�l'IO;p;dlyy''4p'r4✓ /viAir4p�H IIII r�/i �irgry//irii,/�/iii i'/s//iiii"qin I ' / II II \, ;\\\l \ I I II�U yµ, �4Y'b4'IN,ylU,lh,,, I,,gAAI4,4bAA4I xI NJ,A,b r'rM14'Ii' ,/rry,�4iiiii�' 1 ��YUi M1d11"1/II dl,,I{''111M11U IhA'9�dAl //iu 'Nilxq� /r ry'/l /r/,r/i/r/„///,//,r,/, r/ii/ AnU /�J�rd /,i✓///ryr/�r////4/i//i'i /'II Illp \ 41M1 11U,mV lxlMld r/y/4iq; rai �/nl /tt,14Nb1 y�ry r,l �'�/ir'�/�i%�i��4 \\\\I iIpO UljWit+�l4h1��4�,1'�/liM1tl��i `�`'b'y//��b9AAi/IiiinlU'444/il I'p4�/' /, iiq//iiii'i i�'ii'i�4i'Gr/ ,1I I� ILII, lilil'I'p'dll i�y��ld�ll IIII jil •i \,IIII l \ I �`���p: `, ll�ii/iii'iGif'ii'i/�gii��ti 1Y m�;"' 'II 1 i m4yy4N14 ,yy�,// II\\nuign�'+'�li+'i"ill\II''illiljil UAiii/iU/i/ii/ui/'�u4' uuu,ii'i,q//'�/i'r/i4 i i; r✓/4ii'ii/i''r/j'4nl'�iun�n'�ifl Ihl 1\ h I r/�gWAhJ^" �j4///r l\ixn0101y111�Wdy'A11111j Ii'(n'Ainurriri�ry, rrurpd /i4/'i !i 5!/4 r / �^� r /i✓ri/i✓rllhl'i�,nAynljM�ly 14, /; � / r, rF r llnl, �,� p_ , 1 \ I,\ �.I q , I� � \ \\ ''' rnalg41y�y"Y'��'4'>I�IIudM1I' \r�injui�Iljl U�1Jq +1i1'i1i111ii'A�/ Il MI'iii4ii��/ir��r/ivii/i/i/i"i��/i//� r ,� r: -"r f�iiii'q''i /'igiii rAlliyliryAYi '1 ili 1`. d/l1!! l %bqr/iiAl r''� 4 Nq//rj, IIx11'Nfglx Y 1111tl,1I I �l gpll lllllll114 / // /, , 1'U4i'�''i/l/thin/r/il°ip///in'I //qp//sl A��gr'11111 mull 11y1J`� �OYI IIIIIIIIIy l'l,� �/ rr 11t'n�4ilil'4l/�/l'iii/'lil"il/ll�,lyl ll, l� hi;', I r' I I. Id\1� * l ���a'e \\i\, \\\o H\� /„1 lr' III/ /y, , Y IIIII /ll IllI 1 ` I1IIIuJ1hl1i11ji1p1 llll Ij;1 - ' II1 inryi'4lil '� I 14 1��III11111II� \II\` /jIl�'�� l'h�NIN II,III • / 1 I 1\\\� =2 .y. \ A�illiiyqb!ipl/1u 11 I1II,u/Ip/////i•�/ 1�• ,I n/1I//l l A,' �i III III I I iii I � �' ll('iri a9q'�N441;;ii°Il��;i iiii Ii111n �,nll` I14i hill lillii 1111' IIII Inp um -- -''ii4 ni'lililii'rp,u/i/i, ,l/r/4/, 1 /iii. I�\il 1 `I�illlliijlliy�1�01/lul // I,,,l l�l i,F /�i.\ /i ''U '_�_ ,1' 'IIII - / 1 ld'9/`��\d *\i �'i`\ �A/ r / \ l/ ` I�Vyliillliii1111�1 plilll'11"Inillryllny1111r�r/// �//y/u'1',1'I'/'1'' uln/I,IAI, 14111/,M1I//l'1/In/////r/pp'I,,Ilgy/�II,IIIIIII111111j11n1b1r 1111IIIIIxIIII�I;V i�lli�1111�;'1III;�yll�ll ��lllll„II�' 9 / _ ' `-� _ I I,IIAIii'l'1/Illll,�ll/,�/�Li -1 \` 111 II�,'Iilliii41'iipI ;iiu l ` �,Ilx i i1U1 14g111IlNlsli4NIIllll1111111111,14b,, \q� /,//I C,// 111m,"hill, /111111UI,IIIIIIl1�1111,�'Illlllllxllll''I'I I /� bh�'�eph''ii 11111v l/U''In/n ! � \ IIII• `\ ` 1 xUll�''IIIIII;111111'////IIIIIIII'IIIII'll'D�/j%'//' i sII///rI/r//�"/r/li �i%'i%// l i,/ll'1 //j,I�// 1(/ ' -� .i �-' 11111\Il l'Illllljll'I�M1 . I / Ip r/1 I 11 /I'll /,//, /// /q // / //, /„ ll'„�W / r - � /,.. �� 11111, III IIIII 1 '111 i /,1 : �/�' 11, / - `•- , 1\ 1 / - ry� \ "N #W '111', "Ijl l//r'y/i#Wj'/l/UOdII�'Ill;illllllllii!/1,'111 " ''/� Uii,�ll, � 1 1g111\IIIIl41 1'11"/11//l//%li/ / nl q 1 u \\\�(�M1\ - - i�,i,lla�Ilryl�lll /,11„1111 /'II'//I I I - ��.47• \`I 11„IIII///l,///////� _ 1/I III 111111, 1 /Il/ II I 111 _ - SLY ,`I� 1 I II II 'I'�1 //i/ilir/nnl/l hlIlll',1114ph II nh'l4,' 4n4i/�i h/4/Im'1/ p - - 1 //i u, ry,AI1111d14n f'1 lU`- /////// //,/ 1 ll ! //11/11111//NI,//////11�/1�I,/I^j'lIY4 U °,nxx'lyuii;,III'114°ll/, by/n/i/qa//Ir//qq/i/ ,�{Inll r Ir 1 - ' `\9.9 v+r I I L'+ 111111111l11111/Il1/1 / ly l /11\,1 hxVI141UlUlp, U/M1/ll,�lll,�ll� /rr,,,;/,/' 1i IIII,, ,/n nl,,t; � "1 I a` \` V- � //////I✓ U \- '/ IIIIIII_ 1 1 �lI -J : i III111111111 /I 1!'1!!a/ll/IF///// 1 1 I I / J I !��' Al// ,I,1 lilyVu"li i''/i 4i/ iu'� j'i gadiMl�4iyu '44iglxiii'Npdhjyl�iun/q/i%/q rFl y \ U , .�', ,d II Illlll,,11 !/ r//r In III Ai l / / / /// ' / �\ pf 1 11IL, 1111 /lblry/ith/n d Il/II/UAI,4bU4x0Umy/tv////r,/! j� I , \ 1 rirgii/,�(,r j /,� `� 1 I qI�4 ✓ I " ,�` IIIIlIIp'111'YI/,/ / III/v / 41111111141111/4rj/II I, „1x11 bryAl�lpll,ll 1141'l1Y,1 �1 /14M14r I1 II III Ill/ r/ � // - _ �'0i///%// III ' �/. �� 1 III / I'1jn• I , I tu,1 l`�J\ r��s�Ui/'di'',''I'I1"I"p4;'�4liilili;;'Iiilliiliiiigi/u/p9t /!I// ;s/t,�/v_ \Pil\`'�rlimi'u ' �'i�ii,r d' ''4Ys'ry//ii/r, a / 1 'IIII llllllIll'\Ili1\Y\�11 I�\\\11,/I'll _ .���;___�-./,/ ///iii, iii/i"v/' s/'I'///%%jlll,'l1,/4/'%ryli%V�aII/,'"I%''Ir""l - II'✓ /J/� 1\\ '/' ' - \ �(`�.r m , IIIII Iry1 I, 111 111 Il 11111\I\\\\1\q\\\p0` / /,IMil/iq✓/,/, /ii �'%'9 hv'�ry�r�/r lire v�ur, 11\ 111 ql -_ ,i/'' �-_ /,/r _ 6s4u 1 -- `\`0\\`\\\\\\q\\h /b/✓4//'i" ii / /9a' /,r/l/�/p i9i \\il ,I I , _ I\�/ I I,1 ry11 r \,1, h ��``\`u\\\\u\\\ SY ryy /lAq�/iM1i'ii✓lfypr is/9/ii/ /i✓ipgryU /r/i \ 'I _' --III o\\\\} f� rr yr4pW lhri t'9 5i/G lbRrr„/a/irtM1i9j/ \ \ ,,Ia �IM1I � i 1� \ I rry.� �� 4 1' 1 I S \\ �Iljlltl/ i 14� Iql \111 i _ y /I ,1J, I I ✓,' _ _ '_% \uo\\d\\\\M1 o�r 4 a / heq%nAr'iYiAi �i /gtr'�9r/Iq'/i liv - ` d✓i/�9 �'gl'ii ✓/mA , � � ��; 1i i%' _'1' lJ\1\\in"p / \\ \�a '' /rd,5�ir9 /1 I \\ulI a .1. r/rar, � uql ,III / �"\ � f'rr 1 1.4 \\\\\\\\`\�`\•` r / 4aii/n/ririh � dr \\\�� \� � \\�\"\ �/�f� ��ii✓64 ��i�„/yAOi� ,y/i4ii /�yhh ' � I i1 I l I; � \\ I I n \ Ip�' ' � y; _ I i, I �\ ^ 1 _ • i %'' N/rii�ir4{h fl / _ WI\ li I , /- I `` _ - ' / /IIIII \\\ I III ,1 11 I I I l � f���'/.'% I I iii/• \�6Q\\,��� f rip�pp/d9/f�ryigviN�Nini/t,tr�,gllr/ryq/ \\ I � ¢ „ � •/ �.�__ ® nn///fi /Iry/ii ��/rp'/4/l{3/pi4 i „ /, / / ,_7� -k.,i/ } - 1 I ` _, II r sip,'t,'�G - 'll' ' `? - I � 1 ' f// l , / `�\'l\ �r _ / 9 j�p /0/9A i' I �l \ _ \ , I\ ` �, I I III, I ,' ✓, 5 _ --=__- ;, ��;U p , � / . \ \,\ ♦ � /.//r�` III n, u L, o 1 IIIA I 1��1 � II � j III \ \ ry1/Uy '� I \ y'I J 1z"1 III II ` I I5 - I IIhIUiM1'I a;ill llllll p; I' 1 /,-/i/ '/ ,I i'II 111 I / -_=--� - -- �� ___ 'il/Q ,, III r/•I7 1 l 1 11,h y a1s 1,n ' \ ,,,g , I1'YI \ \ ' II11„I1 g ,q `aZ • �`•.� , `,, _ , ' --�%i/ I Ii.``,_ $ II, ' II R ,4 1 hs /'rn I ` ,1•, • I�,IIII / \ \ ,I / 41 \ _�- ��p -Y�' i I JJ 1rli,Il;It\ r \ , 1 r - r / / 1 •i' f 1 ` 1 111 F -I III ( III , 1 , I' \"�,.,y;`�` 1 r 1 , a �\�..• `\ '/ ' \ /', / U, „ ����`�,,,�\ZQ� � �V .�:y.,y� 3"`\\�q\\0\�a�U\ \\`\`I// I' 1 4�� �;�3i� �.o�\��:`��0\5•�\``"``\'�20\��`�`\`�od°�\a°�°i`\`�`\\\ �.��:a'�' � \ 1 \ / , , / � (_ /ll, l I I1j 0P�0\��..o"O"`„$\:":0\:J\\\\\\\``\\\\\\\\\\\\\,\\\\\\�\\\\\\p4`\0\q\�`"\\\\'I ` \\ r1 II , , /T�..,, \;`� - \`�i\'c. �'.��.• \\ \ \ ` \\ o \\1\ \\\\\\�\\ " Ir �ao-aZ``�`,`.``\•��\���0`0�\�`���\y`"��'p�\`"�`\�J\\\\�o\`\\\\J\\\X0\0°\\`�J�``��aq\a\�����M1�\`\\ , ,• r 1 - /; i / III `iii ,\\11 �\\�\\\\l �',' I II i��ii / SPUW'Wd WO 1:I OZOZ/9I/b'L1X1i-0OZ £ 1a04S'6-P'OZOZ-OJu1-AOI-WHO\a6Pu!P/O\`JIll10\OZ OZ -uuI wuaPISDy 1101»eW\IIP/\\:O From: Randy G <rmgvail@aol.com> Sent: Thursday, April 16, 2020 11:00 AM To: PEC Subject:New plan for the old Roost property AS a 45 year full time resident of the neighborhood and an adjacent property owner I feel qualified to comment the latest proposed development. As far as I can tell most of the plan is acceptable. As long as the access and egress from the hotel is well done and the design is acceptable to the town I feel the proposal is a good one. However the one thing that does need to change is the heated walkway up to Meadow Ridge rd. This unneeded access to the neighborhood would cause nothing but problems. The use of this walkway would become a nuisance to the residents of this quiet area. I can see conflict brew over excess foot traffic and of course dog walking. The amount of trash and waste that would make it's way to the neighborhood can only be a negative and a bone of contention that will cause a major rift between the hotel and the residents. Please remove this walk way form the approved plan. Thank You Randall Guerriero 970 376 1519 1859 Meadow ridge rd From: Hank S <hank.saipe@gmail.com> Sent: Wednesday, April 29, 2020 11:09 AM To: Erik Gates Subject: Proposed Marriott Residence Inn Dear Mr. Gates and the Planning and Environmental Commission: My wife and I own a home at 1426 Moraine Drive, directly above the proposed Residence Inn by Marriott. The developer's representative reached out to us and we've had an opportunity to review the proposed plans for the new hotel. We are very pleased with the proposal by Sunridge Properties and are in support of the application. Even though all the previous applications were approved by the Town, this proposed project is far superior in every aspect, and we would hope the Town would approve it as submitted. We also hope that the Town will require any roof penetrations to blend in with the color of the roof as this will be our primary view of the building. Thank you for the opportunity to voice our support for the project. Sincerely, Hank and Cheryl Saipe Hank Saipe 303-888-1260 303-952-5088 f hank.saipe@gmail.com City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: ITEM/TOPIC: April 27, 2020 PEC Results ATTACHMENTS: File Name Description Pec results 042720.pdf April 27, 2020 PEC Results 0 PLANNING AND ENVIRONMENTAL COMMISSION T0l,V?J OF ffl April 27, 2020, 1:00 PM Virtual 75 S. Frontage Road -Vail, Colorado, 81657 1. Call to Order 1. 1. Zoom Meeting: In accordance with current public health guidelines, this meeting will be held virtually. Register in advance for this webinar: https://zoom.us/j/266241669 After registering, you will receive a confirmation email containing information about joining the webinar. 1.2. Attendance Present: Ludwig Kurz, Karen Perez, Henry Pratt, John -Ryan Lockman, Rollie Kjesbo, Pete Seibert, Brian Gillette Absent: Perez was absent from the middle of the discussion on item 2.2 through the rest of the meeting 1.3. Election of Officers Brian Gillette moved to approve Karen Perez as Vice Chair. Rollie Kjesbo seconded the motion and it passed (7-0). Brian Gillette moved to approve Ludwig Kurz as Chair. Rollie Kjesbo seconded the motion and it passed (7-0). Main Agenda 2.1. A request for the review of a variance from Section 11-6 Business and 20 min. Building Identification Signs, Vail Town Code, in accordance with the provisions of Section 11-10, Variances, Vail Town Code, to allow for a variance to the number and size of hospital campus signs, located at 180 South Frontage Road West/Lot E and F, Vail Village Filing 2, and setting forth details in regard thereto. (PEC20-0006) Applicant: Vail Health, represented by Braun Associates Inc. Planner: Jonathan Spence 1. Approval of this sign variance is contingent upon the applicant obtaining Town of Vail approval of an associated design review application. Planner Spence introduced the project by letting the PEC know that this application has been updated with changes since the last meeting Tom Braun: Began by discussing changes since the last meeting this was heard. The Vail Health Sign on the top of the building has been removed and a number of other signs have had their sizes reduced in response to PEC feedback. Still in need of variances. In discussions with Vail Health, it was decided that the "red cross" sign is more widely recognized globally than the "blue H" for a symbol for a hospital. Commissioner Pratt: Noticed that there are signs off of the freeway that point out locations like town information center, why aren't there updates to these signs as part of this application? Braun: Indicated that they are working towards updating these signs. Chairman Kurz: Had a question about the size of the red cross sign at the top of the hospital. Feels that what is proposed won't be too imposing. Pratt: Didn't see a proposal for the red cross on the east face of the hospital. Braun: We have only provided a mock-up for the west side of the building. The red cross is proposed for both elevations No public comment Pratt: Feels that directional signs in Vail are critical for locating the hospital. For the ambulance entry and exit signs, are they aggressive enough? Doesn't want someone to accidentally try to park in the ambulance area. Braun: Had discussions with Staff about this and feel comfortable with the current proposal. If it becomes an issue in the future the signs will be reevaluated. Seibert: No issue with the scale of the red crosses. Wonders how necessary they are with smartphones, but ok with the scale. Kjesbo, Lockman: Both in support of the proposal and changes. Perez: Likes the changes, a little unsure about the size of the crosses. Gillette: Still a little wary of the crosses. Feels that the hospital has a stark look and the crosses only draw attention to this. Feels that currently people are finding hospitals through their phone, rather than looking up at buildings. Does not want to set a precedent for signs above 25'. Kurz: Feels that the red cross sign is appropriate. Rollie Kjesbo moved to approve with conditions. John -Ryan Lockman seconded the motion and it passed (4-3). Ayes: (4) Kjesbo, Kurz, Lockman, Seibert Nays: (3) Gillette, Perez, Pratt 2.2. A request for a recommendation to the Vail Town Council for a prescribed 60 min. regulation amendment pursuant to Section 12-3-7 Amendment, Vail Town Code to amend Section 12-10-6 Parking; Off Site and Joint Facilities, Vail Town Code, to refine standards to be used in the review of such proposals and to clarify the review process and other considerations, and setting forth details in regard thereto. (PEC20-0007) Applicant: Braun Associates, Inc. Planner: Greg Roy This item will be re -noticed and heard on June 8, 2020. Planner Roy: Gave a short summary of the previous discussion with the PEC. The PEC wanted to see a broader look at the parking issues in Vail and how they can be addressed. No action is being requested today, this meeting is more to gain direction from the PEC for possible solutions to dig i nto. Tom Braun: At the end of the last discussion it was decided to look more holistically at this gap in the code. Parking in Vail's two core area are somewhat unique. Lots of properties have private parking, there are two large parking structures, but we don't have on street parking. The parking garages and the pay -in -lieu are an effort to keep in line with the original vision of a pedestrian oriented core. The private parking present is generally not used by employees or average visitors to the valley. Braun then discussed the history of the parking garages and the pay -in -lieu properties. In the pay -in -lieu zones, these properties cannot have additional parking on-site, so they have to use the pay -in -lieu. For properties in the town core areas but not in the pay -in -lieu, they can add parking and garages. The idea is that these locations would not have their parking exit on pedestrian corridors. This is more difficult to provide for small businesses or additions that don't involve a full tear -down and rebuild. The original proposal of this application was aiming to address this perceived gap. Pratt: Asked if grating a parking relief variance for the Vail Mountain Lodge would be considered due to this being a special circumstance? Braun: Expressed doubt that the building shape could be used as grounds for a variance. Braun next discussed the option of using a special review to grant parking relief. This may work for properties that have little or no additional parking demand, but no viable for those that do. Gillette: Asked about seeing the 4 criteria for a special review. Pratt also expressed interest in seeing this. Roy showed the criteria and outlined them. Braun: The next option would be to modify the pay -in -lieu map to include more of these town core properties. I n discussion with staff it was felt that the current pay -in -lieu structure is well thought out. Does it make sense to add more properties to this provision when many of the properties that would be added currently have parking? These properties, when they redevelop, would no longer be allowed to have parking and as a result put more stress on the parking stock in the Town parking structures. Gillette: The pay -in -lieu fee is too low and has not kept up with the cost of actually developing parking spaces. It seems that the PEC needs to be able to grant a pay -in -lieu option. Could we create a separate pay -in -lieu tool that allows applicants to ask the PEC for the option to use pay -in -lieu for a portion of their parking requirement? Braun: Jumping off of this question, there is another option allowed by the code where the PEC could make limited expansion/use of the pay -in -lieu provision. There are some questions that would come with this option. Should this be limited to certain properties or uses? Should there be a % cap on the parking allowed to make use of this? Should the fee be adjusted? Lockman: Would the PEC make a recommendation to the Council on option 4, or would this be a PEC decision to make? Braun: Currently it would be a PEC decision. Spence: Feels that it should remain in PEC purview. Braun: Do you think there should be an established cap? Pratt: Doesn't like to see a hard number limit, but it also wouldn't make sense to allow these properties to have 100% of their parking be pay -in -lieu. Gillette: Wants to see an increase to the fee first and then have the town look into options for how to spend this additional money before digging into these options. We need some kind of plan for getting either multimodal options or more parking on the ground. Pratt: Likes the idea of having applicant ask for this kind of relief. Thinks that adjusting the fee is a council issue. Gillette: Stated that the PEC can still give its recommendation to the council. Kurz: Favorable to option 4, also echoed Gillette and Pratt's comments. Braun: There is one more option which is essentially the proposal put forward at the last meeting. This would involve leasing parking spaces to applicants. The PEC previously had large concerns about what happens at the end of this lease and how parking is addressed if the lease is not renewed. Could the previous option, PEC granted pay -in -lieu, be used as a solution to this end -of -lease issues? Gillette: Had a question about the Double Tree proposal for EHUs. Could we give applicants a mitigation bank for parking? Kurz: How would we incentivize private properties to create mitigation spaces. Many properties don't want people coming in and out of their properties who don't have some kind of business on the property. Gillette: Envisioning a setup where developers would set up parking with a specific buyer in mind. This may help the privacy issue. Spence: We have tried encouraging this with neighboring properties and there has generally not been any interest. Although this is anecdotal. Does not want to confuse problems such as day skier parking with what we are discussing. Pratt: Wonders if option 4 and option 5 could be combined into one. Kjesbo: Still worried about the enforceability of a lease option. Roy: In talking with Matt Mire the option may be to require that properties pay -in -lieu if they do not renew a parking lease. Kjesbo: What happens if the owner refused to pay this as well? Perez: Indicated that she needed to leave the meeting. Wanted to say that any lease option cannot be for less than 49 years. (Perez departs for the remainder of this meeting.) Spence: Asked about what the fee itself should be. Gillette: The fee needs to be based on the actual cost to build parking. Pointed to the Red Sandstone garage as a guide. Kjesbo: Echoed Gillette's comments. Spence: When we revisit this issue, it will need to be re -noticed in order to reflect the new scope of these discussions. Gillette: Ran through the presented options again. Also wants to look more into incentivizing utilizing unused parking in private garages. Spence: We usually do not see interest in doing this from properties with excess parking. Braun: Appreciates the feedback, feels that making the fee the price of constructing a parking spot is onerous. Pratt: May the use factors into the fee. More desirable uses maybe should have lower fees. Spence: Is there a difference between developments that are expanding the physical footprint of a building vs one that are increasing density or units within the existing envelope? Need to make sure we have review criteria that makes sense and that can encompass these differences. 2.3. A request for review of an Exterior Alteration, pursuant to Section 12-7J-12, Exterior Alterations or Modifications, Vail Town Code, to allow for the construction of a new hotel and on-site EHUs, located at 1783 North Frontage Road/Lot 9-12, Buffehr Creek Resubdivision, and setting forth details in regard thereto. (PEC20-0008) This item will be renoticed and heard at the May 11, 2020, PEC meeting. Applicant: Vail Hotel Group LLC, represented by Mauriello Planning Group Planner: Erik Gates 2.4. A request for a recommendation to the Vail Town Council, pursuant to Section 12-3-7, Amendment, Vail Town Code, for prescribed regulations amendments to Title 12, Zoning Regulations, Vail Town Code, to amend Section 12-61-8: Parking and Loading, to revise the requirements related to mobility and onsite parking in the Housing (H) District, and setting forth details in regard thereto. (PEC20-0005) This item will be renoticed and heard at a later date. Applicant: Town of Vail Planner: Jonathan Spence 2.5. A request for the review of a variance from Section 12-7A-11: Parking and Loading, Vail Town Code in accordance with the provisions of Section 12- 17, Variances, Vail Town Code, to allow for a variance from the prohibition of parking located within the front setback and from the requirement that 75% of the required parking be located within the main building, located at 366 Hanson Ranch Road/Lot 1, 366 Hanson Ranch Road Subdivision, and setting forth details in regard thereto. (PEC20-0003) This item will be renoticed and heard at a later date. Applicant: Vailpoint LLC, represented by Sarah J Baker PC Planner: Jonathan Spence 2.6. A request for the review of a Major Exterior Alteration, pursuant to Section 12-7A-12, Exterior Alterations or Modifications, Vail Town Code, to allow for the replacement of the existing structure with a seven (7) suite lodge with related site improvements, located at 366 Hanson Ranch Road/Lot 1, 366 Hanson Ranch Road Subdivision, and setting forth details in regard thereto. (PEC 19-0008) This item will be renoticed and heard at a later date. Applicant: Vailpoint LLC, represented by Sarah J Baker PC Planner: Jonathan Spence 3. Approval of Minutes 3.1. April 13, 2020 PEC Results Brian Gillette moved to approve. Rollie Kjesbo seconded the motion and it passed (6-0). Absent: (1) Perez 4. Adjournment Brian Gillette moved to adjourn. Rollie Kjesbo seconded the motion and it passed (6-0). Absent: (1) Perez The applications and information about the proposals are available for public inspection during regular office hours at the Town of Vail Community Development Department, 75 South Frontage Road. The public is invited to attend the project orientation and the site visits that precede the public hearing in the Town of Vail Community Development Department. Times and order of items are approximate, subject to change, and cannot be relied upon to determine at what time the Planning and Environmental Commission will consider an item. Please call (970) 479-2138 for additional information. Please call 711 for sign language interpretation 48 hour prior to meeting time. Community Development Department City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: May 11, 2020 ITEM/TOPIC: Following a presentation by the Climate Action Collaborative on green building code recommendations, Staff requests a focused discussion on adoption of construction and demolition (C & D) waste diversion standards, seeking the expertise and input from the PEC as Town Council and Staff are interested in pursuing regulations around C & D waste diversion in Vail. OTTOCHMFNTS- File Name Town of Vail Buildina Code Presentation. Building Recommendation and C D Memo 051120.pdf Building Code Recommendations Summary Sheet.pdf Description Building Code Presentation Building Code Recommendations and C & D Memo Building Code Recommendations Summary Sheet H O O O O E E O u i� r m i UO a O U Q N a) m w U O U- cn FZ N a O A CD m cn O N E O U N ry O .5 N -0--+ a) E a) L cr Na) n/ O .cn L- a) a) D 0 co U O Q X N Z i a O V A n ice-' U o �. CL o o (D C: cli O N O O U QN }' _ O O N a) ca C: U o o }' U O 4-1 vi Q cncn _r_ cn cn CL � E ~ > •� U o (D -0 a� O U � L C/) N �' �0 +m O O O O U (a 00 }, c 3: N O N U") O N � - O C: E -0 � 4-0 p Q Coo c C: O r- O 0 U � U =3 U =3 C: O N O N N N O Q 4-0 O cn E 4-0 Cfl m o o Q>CD E O'' O 0 N c O ^ W C:O (D� a o 0 m 0 sme__ �F v+ 3*�, u W 'T S � � N 2 U) c 0 U N E � a) 040 U � a) N �0 U 0 m 0 0 a� U L D Q C.? 0 0 L/? .7 C: eU7' d ,y CCQ� V C G] U 0 N >,0 -00 = o 0SIO • N C: N 2 E U W OWN a ap i U) U N c� C oo0 U 0 U N � a) N �0 U C y a ap i U) U N c� C oo0 U 0 U N � a) N �0 U N m V L O LL 0 m 0 O N Cy 9207 O N O N lA 01 N O O ri m o N 1 .i Ln O 00 a 7 V R w 00 en n O O O o M 0 0 N o O Lr) r -I S9H9 0 N M m 01 N W O Go NN O l0 N Ln m 0 N n •� w �, � tic = r -O m ��v-o �~ am' m' N 00 en rl rl Lr) 0D OMD 000 N N Ln � n Ln O N O N lA 01 N v to Lo m ri m o N 1 .i f� O N M n O) 7 V R 01 M � a -I O O O o O O N 0 0 O O O o O Lr) r -I S9H9 O O LO O N 00 O V El A W a0Z Z �} =ZZ O O !�°W IIo� � _�J N O W FIC O O m N O -0 O (D 0) N N N O N > ' O N 0 �0 O No o O Co N C: C/) N O O>, . O N Co Q N U O D O C N C/) U U (D m�0 M- o -0 w (D 2 (D • • • • • FIC (A UO � ._ _ � � � o ■ 2 k E . a C) > _� 2 � ID ƒ k k \ «AJ E 41 a > k D ro 0 ® w- % / %f ® / � 0 > -0 Vk§ § -C O t f ® 7 k AS CL E Q § V) § 66 9 = c a ` § 0 § 0� / S wu ` LUE t ƒCL \ g Q w § a 7 CL -V & a L) (A L 0 4-J � � .� 4-J a 0 u (1) u L 0 LL lie � � � (1) 13 0 u UO � ._ _ � � f t U) 2 cu k § U) E � f § cu @ U @ @ q � k m Z) m t m k L) t t m E 3®) ®> m L) L) c E /4- 4— CU » 4 E o E E E E § E q¥ 0@\ R° w L) @ E.g @ G � a) k £ > § < ¥ » y U��£ E N ) 0 E ) N — e � 5 � ° / 9 \ J U 3 k§) a) CU 6 U% f� ® % 2 E & _. ± .§ e m E B_ > m »° @: » w% E o E §S° 6 2§ M °(D c-\ c- Eƒƒ m E o» 2» E G E 3 70 @ co £± 0$ 2 2= 2 ± k@ 2 2 k\ E) E» 3» .@ %» 7 2 E 76»£ U) O m± 2)» m» 2 U U 4 4 0 U ED / » E E E f v 2 > 0 E ƒ 7 ® 0 0 .E J — 'e g » e m _0 U) E j _ k E LF -0 2 k§ o § \ ) � cu o >N @ G » m % G� E §ƒ k� 'ƒ 0 cu C: 2 ./ 2 c o I Q 0 o q± q = E U— )§ U» qco 3 w§� 2 7 e > » o ® E » E E » U » �� k CU -CZ LL Lu / % k § / 0 2 �.-4 3 f —= o 6 2 m G cn 6 E @ 2 w�» J o CU o & � q 2.LU / 2 2 E% -r- 6 a) E o./ m 2� E O » z o .� '% of 2 E O Z k_ E»— U O 2 co & ± \ 'CU k E E J \ » CU -C m E £ $§ / / m)> kƒ y 3 m/ m ƒ f t U) 2 cu k § U) E � f § cu @ U @ @ q � k m Z) m t m k L) t t m E 3®) ®> m L) L) c E /4- 4— CU » 4 E o E E E E § E q¥ 0@\ R° w L) @ E.g @ G � a) k £ > § < ¥ » y U��£ E N ) 0 E ) N — e � 5 � ° / 9 \ J U 3 k§) a) CU 6 U% f� ® % 2 E & _. ± .§ e m E B_ > m »° @: » w% E o E §S° 6 2§ M °(D c-\ c- Eƒƒ m E o» 2» E G E 3 70 @ co £± 0$ 2 2= 2 ± k@ 2 2 k\ E) E» 3» .@ %» 7 2 E 76»£ U) O m± 2)» m» 2 U U 4 4 0 U ED a O V L. O LL L a) N m O 0 0 m 0 ■E T O E a) cn >, cn m a) N U m cn cn CD a) CL O 0 N a) a) a--+ cn .cn O U N m U_ cn CD CD 'cnx a) m 0 U cn O O U a) CD m w O CD O �k U 13 O V UO aD a N W N N N O AW U � L U O U C/) N N (D o M C/) cn a, Co C/) 40- >; >; E � o a) �� U O U L +r N 4-0N Fz O c cr Q Q Q (n O O N N 0) 0 ca .C: O c N U O .C: .E ca 4-0 cn O 0 cn .C: 0 N U Q Z cn .C: .E c�a cn ca O Q E .cn U m N co 't LO Cfl I -I 00 i N O C: O 4-0 O > U N N -1--a CL O L- 4O N U C: O > i= > U 4-0 C: O N N _0 O _0 O .� OU Q O O C: C: E 6 N >+ Co N O W O _a) U � 0 p U -0� O U) O O > U � O o 4-0 QL C: C) 0-0 _0 •- � m LO O (a N U LL m — � Ln o aD o }' N > U U U C U Lo, LJJ _N m N X m O N N •� N �' Q C: CL S Q m Q Q Q a U C: O � C: U O C6 -o O c- U C: CU L.U) w +� (U C — Q-- O OU) O Q � O N Q c O 4-00 O U CD .. N U cn > E U O O U -r- U � N � O C: O ! •— N O 4-0 N U >1 U to to C U O N Q O N O co cn >, O m •� N p � N � U C: O .0 O C6 V OO O cLa �-j C: C6 0 O C: O .0 O 4) a� 0-0 c a C: cL a) m =3 M ♦ ^ 4-0V, U)+-+ O O cin O U o 0 H _ �� >- =3+� C: ca O U 'V a) a C6 O OE EE LL E U) ,� p � 70 C:_ U o .L L O a� 4-0 U X CD Om _ Q U) a_4-0 m ca m L a) a) a) O N_r � O U N +�70 U C: .0 N 70 �p O -1 O V (U O N U >% cn O O � L cn 5 &U N (� Q > Q cn O 2� '' O -0 _0 &- 0C: a +O Z3 L CT Lfn N U O-0 U O O X>1 N +� U - O U O 0 (� •—�O� .S N Z3 0 L1 O O O O O cn N cnO N cn OU }' U cnN N (� �, N cn >' -0N O Q -0O N M a)0 N -o E -o O O �, N N �_ mp 4O 'V OU � N �' N N N N O N cn O X of co 2-1 a� 0 0 N O a_ L_ L &- r cn N U N ♦ ^ 4-0V, U)+-+ O O cin O U o 0 H _ �� >- =3+� C: ca O U 'V a) a C6 O OE EE LL E U) ,� p � 70 C:_ U o .L L O a� 4-0 U X CD Om _ Q U) a_4-0 m ca m c�• O L V 4- 0 N O V V O tA s .N M � •> Q C +r co }, O N N Q O F E •� O N o O cam cn U N •L 4-0 C. C o N cn a) .2 O E N oO E U O cn N Q c�Co Co •cn 0 � N o •� co E � E O •(� O O � cQ cm O C Co m Uco E m O N C/) O CL O O U O i N � Q U C: (a ,,1-0 O O (a cn U O U cn .� >, .�:: N O O :3 N cr C:� O O o aD Co •o > a) CL C/) N -0 CO � � C: C: N � U O >, c o 0 o � z Co C: � U O O E 0 n U � � 5 o N .0 O CT Co N C: _O 4-0 m OV cm O U o Co o E dr C: 0 42m O .D N ON co +r _0 Q O .C: U C/) E a� cn O 0 N � E O cn cn � N � O N -0 4-0 N CT O cn N M C - >' 0 > N N NE •— O � N O C 0(a U >1 U? 0) � >' C: co U 0 cn N C/) r N N Co �O _� _ E O c t6 Qm c: O N c (a> =3 U >1N N O m N > E O(� N> N N O N U +p C: > m cm O� +r co L O U E N +r N > U U N cn L � C O> O }' m U Co '� X N O E N U O U N >.. N C: U N co -0 0O O •� O N 0�0 > cn a) cn cn ui 64 64 0 O `�O Q U N LL O N H O O O O N M LO W 4- 0 E cuN O 6 70 N Q QL CT W 70 c (u 70 cuN W Q U O O U U N W U cuQ W CD QL m 0) 4-0m a) X E 42 E (a (u N cn N cu •U E O U ui E Q N N 70 U) a) a) C: LIE c 0 4-00 U) 0 0 0 U 0 70 cu N cu cn N N � N =3 70 (u W + —_ to to O C (a i O N 0 cn0 0) O Q O N (u O O N O U � U c O Q O +to C N Co N O O U + Q N -0 (a U N U W 4- 0 E cuN O 6 70 N Q QL CT W 70 c (u 70 cuN W Q U O O U U N W U cuQ W CD QL m 0) 4-0m a) X E 42 E (a (u N cn N cu •U E O U ui E Q N N 70 U) a) a) C: LIE c 0 4-00 U) 0 0 0 U 0 � U C: C (a 'O U O co co %-Oj C X N }, O C/) %V N L p L C:X O N U O R cn _ N U N Co C— Co Q m a)C:L Co 0 N L Q U (aN N O � o 0 � •:3 cr C: 'V C: E • � +� 4-0 0 O uiui N N U C cy- cy- o (DN C: N Lo cr N N E W ?� 4-0 c: a O E0 O C O U U) N a) a)CY) • .0 U a� a) U ._ a) o C)7 � a) � m a) N cn E cn N L X El N ONE a) 4-0 m 3t ti CIO J U L O 4— cn N E N N L U O .0 W c O 4-0 _=3 O U) N O U N L L O O 0 A 7 0 06 o U (D , ca o E •o O > 16 O Q Q U �_ Uto CoO ♦ 0 c _CL c Co C: m cn cQ O U oo Co Eo � U m Co o .- o �cn cn cm� •o a 0 m a) 4-0 U (� C— O .0 c: a) U) ■ -E U a) C: '� C: a ' r CUC: E W o c: (u a) U U) C: C6 C)- O E E m 00 A 7 W 0) a) U) CY) O C: cu 0 0O 2 O 0 a) (D C N N•� •� (aU Q N -0 +•' N C;) Co O i- 0 cn -0 N OU C/) C m QN4-0 O U _0O C .� p �' • to O Uw L 4O ' c j � cn N =3E E (a O E O U N O � •U C, S c:N U U E W a) U) CY) O C: cu 0 0O V -0 0 a) O _0O C6 O MU U U a) u) D M, O CD D i O 4 C: C: U co c 4-0 > Co C: -0 (a cm X +� C: Lr- Q — +r •� O — •U cn c 4-0 O 4-0 N 4-0 — i O cn UO �O E }, _r_ -a sme 4-0 O J O c O CD N L U U O n a) C: C: O 4-0 U) O 4-0 .� i= 4-0 4-0 ca a) Co O O V- N � > m C O N 4-0 � (D m m O O > N 4-0 _r_O O L c N L (a 0 LOP CL O _O > N O �O > O N �> OO > N -0 O cO O� NOc LOLO ~ i= co J N U � m N m Co a) m O N L2 ~ C: i= J co a) C: C: O 4-0 U) O 4-0 4-0 ca a) O Q +r > U C3) 4-0 C6 ry co U M CL Q -r- _cn c: 4-0 a) U) a) s N (n U) Co r J ►� C: C: O C: O 4-0 O Q +r N O co U M CL Q -r- _cn s N (n •E O U- Co N 4-0 cn U 4-0 N O 4-0 • cn ca4-0 4-0 cn N -r- U >, >1N O =3 Oa Q __ O � +r Ocn O (L (n }' N Co U U co C: •cm '�' ca a� z O C D ca 4-0 cn •o cn CL N C1 0 4-0 S n Q W cn J : 4- 0-0 OU c O C:O O co 0 2 .2 U =3 •— (D U_ tt-- C: C6 CD 00 Lu Q .U4-0p a) N C6 J r Z cu r•� • 0 4- 0 O E O U O 4- O cn 0 m O 0) m -.i U) O 0� •l U N CL .(D N CL0 m 0) L. O QL QL U) U) O 4-04-0m 4-0 m U N N L O S o m � cn C: _ cn 4-0 4-0 cn C: O C: UCL M co� 4-0�_ O O M N � N ' N � Co +r — E -r- O O 4-0 �O O Q N N (n Q 2 E N E cu r•� • 0 4- 0 O E O U O 4- O cn 0 m O 0) m -.i U) O 0� •l U N CL .(D N CL0 m 0) L. O QL QL U) U) O 4-04-0m 4-0 m U N N L O S o O_ O � cn O � O p N 0 NCL m 'C:+ (D Q � C/) �-- U � N cn .•�O—N C: No cn E 0) N O C N> m > � � U UC p- Co � N E 0co LO :3CL C: S a- OU w m O E i �i m L. CU L.C _ O._ U 4) 4) E a) O Oa) °n ' a) J r V/J L.L C— W4-0 M Z Q O U U O Co 4-0 cn N O O cn U C:N �' (0 U cm Q � C: C: W ccnn ' W N N '> O �. co N �' � U L S W Q W `j I I I V/J L.L C— W4-0 M Z w cnN w N4-0 (-0 Q U N m NLLU .2 > � U C/) w Co Lw m / >'�-0 O N� L- CoN N N N 'E C o U o 0 `� o cn Cw m > 0 z � �� o o E -0 E N = M -0 O i U _r_v (D 0 o >, 4-0 •� ui O U > O W N E U OU O N .� 2 Q O .r �� -2 cn �� J O •� 'Co cn C: 4-0 co N m O cm cn > � o ' =3v c� 00 0 Q-0 a) C: Co E U � ♦�, U 0U v — cn p CL —m C,4 C: C: � W m W m cn U) -0-r— • 0 0 C (D C: C: C/) o O C: LO >L (a z O Q % to C: � C Q N U~ Q Q E O U z U 0 N C: MO '=3N C: •- U N N _0 N N (D O U > C/) N N U (a U Nom_ Oer `O 0 !ECLO Q N -j cn 0-4- O _ �+ E O -t Qj O X UO Q� p N .0 +r N (� N o E -0 Q � O O U O ,U x Q lcl: Ocn O -0 o >+ �_CL c�a N ca cOn ° > Co N -r p Co C L V = O m m Q z N �w E .C: .E cn C: C6 }, O U Co � U O U � a) N � Z U 2 cn 4-0 �a 0 4- 0 C: () m Q O O .� cn O U � :3 O u 0 cn 5 .� O O O L C: C: OX a) cn a) 'U E U cn cm �' ^' W E _0 i E tA -0 a) ( � E cn a) 0 U E a) � O a) s wE u o .� V x � cr s V W_ C NOcn c� o N L a L C: }, x ia J m �w E .C: .E cn C: C6 }, O U Co � U O U � a) N � Z U 2 cn 4-0 �a 0 O .C/) > cn0 U I C: ._ C: N O CL m •� },CoO }, C N V (D 4-0 a)o ► o,1— ia� a C: N O U (a N L m > C E N N �_ U- cn - E O 0 O � cn (a N cn O �� �� .a �4-0 � O C � Q Q � m � co cn U LJa Cr L CL 4-0 u•� m •O Cocn O L u — QLUcn �� U C EM C:cn CL O • N ° E s Q cn cn _ m � N . � LV 3:: O 0 (A m i C/)o< 0 N\ /' � O M 4- O 00 N N C: -0 m O � O N C: C: O i .2 .2 M O 0 O U C/) N 0 O N O > U U O cn N C7 � c: O C/)� � 0 CD C a 0 Lr - LO 0 2 '� O UO .Co coo • � 4-0 CU > .-: > Co o � p W .R N i� C: 2 O ca Q N � N U E cc O LuNLu > 0 O =3 E 0 N N Oo •� L N � a r m=X Q '- N N N Co 4-0 N N N � 00 N N -0 -0 N C: C: O i .2 .2 M O U U N 0 O U U 0 CD C 0 0 LO 0 U N coo > _ -6 CD V-- N a O O m 00 ct "q cn 04 m LA M f� N W a to C C H 0 a o C �_ c U u � L o UD (D0 0 M LA M M ❑ � � N V t a W C C 0 v c ❑ C Ci6 s p 3 oc t C oA 3 C u o � - '! •�, u m Q)N .> o ❑ W 70 O O E (u O cn U 11 a) cn cu mE cu 70 O 4- 70 c (u 4- 0 0) cu ca W cu 70 c ca O L 70 N 70 W cu W N 70 1!" `•J m O L — U � � E CD o w c� .0 L O 00 F -r- ITM '� '� CD N C: N a' O O O •— .. a) a CL O O O vU U U N •- V O a L) i .O Ow O E •� Ow V Ow (A a) _ CLU N E L L E • = L) ♦,O •� O L C E N O EL •> m CU = •p N cn � E ._ N E CL .0N U N MOMMENU —0 cu O ._ O L 0 L) ,_ IL 0 0 0 a O i V W a CL N O _ • C�' }' m = N i i to V to = 0 o o U C) C) H 4- 0 C: N O =3N + O 0 4�-+ V N N > ��� a).- ca U �' 2 X 0 0 Co O N M o � o cu C 0 � N o �co C: a cn EUL Q O ca °�a N � ° ° C:N + °v=3 Co O O NC/) '> C -14e C: -1--iL U N O 0 U O X C:U �� E ca O W=3 � cn -a U 4-0 j U � ° Co >>,, N =3.� N 2 W CD a) -a 'L O 4- 4- O O LL W< 0 N _N 0 0 0 0 N C'7 U') W I I TOWN OF VAIL� Memorandum To: Planning and Environmental Commission From: Environmental Sustainability Department Date: May 11, 2020 Subject: Climate Action Collaborative Building Code Recommendations Purpose The purpose of this memorandum and presentation is to provide an update from the Climate Action Collaborative on above building code recommendations developed by the Building Code Task Force. Staff requests input on the recommendations, with a focused discussion on adoption of construction and demolition (C & D) waste diversion standards. Staff is seeking the expertise and input from the PEC as Town Council and Staff are interested in pursuing regulations around C & D waste diversion in Vail. II. Background In 2016, Eagle County stakeholders came together to develop the Climate Action Plan (CAP). The plan identified the following greenhouse gas (GHG) emission reduction goals: 25% GHG reduction by 2025 80% GHG reduction by 2050 The CAP has been adopted by 30+ local businesses, organizations, nonprofits, and governments to date, who created the Climate Action Collaborative to implement the plan. Town of Vail adopted the CAP on January 17, 2017 (Resolution 2017-2). The Climate Action Collaborative Building Group was tasked with creating a system of mandatory and voluntary energy efficiency and non -energy sustainability criteria for new construction and existing buildings which are consistent throughout Eagle County. To this end, the group has identified above building code recommendations to help achieve the GHG reduction goals. Criteria for the recommendations include: 1. Energy efficiency and renewable energy 2. Cost-effectiveness 3. Air quality, water efficiency, materials and resources 4. Support fuel switching from fossil fuels to electricity 5. Incentivize innovation 6. Include education, training, and coaching 7. Not place a burden on inspection staff, administration 8. Be clear, simple to understand/administer The recommendations can be found on the attached Building Code Recommendation Summary Sheet. In addition, during the most recent Community Wide Recycling Update provided to Vail Town Council on April 7, 2020, Staff and Town Council expressed interest in exploring construction and diversion waste diversion regulations to increase waste diversion in Vail. Creation of construction and demolition waste diversion standards is one of the recommendations provided by the Building Code Task Force. Waste diversion is one strategy to reduce greenhouse gas emissions. The Town of Vail Environmental Sustainability Strategic Plan established the following waste diversion goal: Goal #1, Solid Waste Stream Reduction and Recycling, Reduce the amount of Town of Vail landfill contributions by 10% within 5 years and 25% within 10 years (2019). In 2019, Vail achieved a 27% recycling rate for commercial and residential waste. When construction and demolition waste (C & D) data were factored in with municipal solid waste, the overall diversion rate dropped from 27% to 23% (Figure 1). Based on 2019 hauler data, approximately 19% of landfill bound waste from Vail is construction and demolition debris. Currently only 3.7% of all C & D waste created in Vail is diverted from the landfill. 2019 TOV Tonnage Estimate with C & D 2019 TOV Tonnage Estimate MSW w/ C & D 14,296 MSW 11,487 Recycling w/ C & D 4,000 Recycling 3,897 Organics 350 Organics 350 Diversion Rate including C&D 23%J Recycling Rate 27% Figure 1. 2019 Diversion Rates with Construction and Demolition The Construction and Demolition Pilot Program at the Eagle County Landfill was initiated in 2018 and accepts clean dimensional lumber, concrete with rebar, and concrete without rebar. In 2018, 3,000 tons of material was received, much of which was from the Vail Health construction project. In 2019, 1,500 tons was received. Tipping fees at the C & D site are $15/ton, versus $47.45/ton tipping fee at the landfill. The lower fees are to incentivize use of the site. III. Discussion The Town of Vail is well ahead of the statewide recycling rate of 17.2%; however, underperforming when compared to the national recycling rate of 35%. As a national and global leader in sustainability, the Town of Vail should match or surpass the national average. Currently, the 2009 Environmental Sustainability Strategic Plan is in the process of being updated and more ambitious zero -waste goals are being discussed by the community. In order to continue improving upon our current recycling rate and to achieve future zero waste goals, additional work is required. Based on the 2017 Northwest Colorado Waste Diversion Study, approximately 13% of all waste entering the landfill is construction and demolition debris (C & D). Vail's average is higher with approximately 19% of landfill bound waste being comprised of C & D debris (based on 2019 hauler data). Currently, only 3.7% of all C & D debris created in Vail is diverted from the landfill. Town of Vail Page 2 Given the new C & D recycling site at the landfill, there is an opportunity to divert additional waste from the landfill. Staff specifically seeks dialogue with and input from the PEC on the construction waste management: planning & implementation recommendation for building projects in Vail. The recommendation would require a Construction Waste Management (CWM) plan, divert all C&D waste that has an end market in Eagle County, which includes clean dimensional lumber, concrete with and without rebar, scrap metal, cardboard, and commingled recyclables, and produce a final CWM plan with final project diversion rates. The input and feedback will be incorporated as Staff brings the recommendation to Town Council for consideration. The Climate Action Collaborative and Staff also seek feedback on the other building code recommendations. IV. Attachments a. Building Code Recommendations Summary Sheet Town of Vail Page 3 x � w O w � a CL C o C O N C O U o .0 O o U a O E W 15 z O QCL Q 0 -0C N OLO O O Q� U) a) ) C O m (V , W U a U a) InQ o a)QU �i..)o0 (O0 fn N U) aw a).�M a) a)a 2"r U V W C Q fnC\l 0U U�(M W C L 0 N�o00 .Q co .Q Q O a o 0" Nr- 0 O Lo O Q W CL Q Q U m 3 3 co W� LO U U -2 LoJ U 'w 0 LL U N W Z lL W' a) H In H a) i m fn i i U fn 11J U W' a) 0 O Q Z W' a) N U H d fa) Q W' Q a1 uC U O C O C O C O C O C O C O C N N N N N N N O C C C C C C C a1 r .• r a3 a N w} w Z NNNO O (n z wow Nri }U0E V E Z E i6 z } 0 O Za)0m }0 m wIn }o a } 0 a) a > a a) �0 CL m C i60m C C ii Um C E iriUm ii ii Um O aO O p o C C 'o '0 p o C C 'o '0 .° .4 p o 000 Cm o 4 0 0 Cm p o 'o '0 p o Z Z Q Q Q Q Z Z Q Q Q Q Z Z Q Q Q Q Z Z Q Q Q Q Z Z Q Q Q Q Z Z Q Q Q Q Z Z Q Q Q Q 0 0 0 O U C 0 3 0 p U Q a o o 0 p N 0 0 p N 0 0 p N .0 00 o °o a E w n C `w o co 45 0 co co 0 a s a N a N a N Q °) L m o LU -0 0 m ' mm mm W (` w m ? E D O C �wO C .0 La) � Xo QUOYco E 0) j o ' E E o _ )a) wa Im Q CQ o3)v 0 CL CL CL Qa) mcoo w o 0) w 'o w 2 x a co w 05 O - O °oo C, CL rz Ep aa)) m 0 U o` E —> cmE C\l a) co TO a o 2 co co a.�° U Co w in w 0 `o O m a) 0 ,m Com N y 0 L NI a) >. N U N O a) w .) O' O O O U L d 0 o w 5 N U 2f/) (4 a) w E r w C Q Q a) w a) 5 a= a) w U) m a) Q C a) a) m m= C '6° U m E V ` w o o as ° E a o w a a) a) C a) U = > > N o w o r 3) COO Ta)y a) a A ) a) ) >2O O co - a o �N w a o co C\lT o o E —aw 'O ° o o CL E o° v co w m w o o° U .N ° `g i c w E CL C 'E o o 3 o U 2 w Q .� E w E a E ° a� o r E .S o o o w wCL w as x as E .coE 3 3_ o o .� CL E Y o w 3 w a) >° aa)) aa)) r r >, Q w o Q w `m E a w > o as 3 ° a) C E a ° 15 a) w p Q 1 E a) Q o o Q — a Q 'E 7 m m o N— o Q— as as a) ._ ._ a) a ._ as a) o a) a) X as a) �_ m U a a) a) a) 'o .E a) U o m a a U N Q Q a o r o o o Q m -a) > m -oo o .S o f 'E � w. Q 3 3 o in 0 as °- a° m �m w M co !E m� o� a 3 w° a U ci Q .Q o a p 5 a m a aa) gra s> `O w aa) a) Q � o w m U r w C O w -6 m m w w >. U m w >. 06 R Q O (6 E ... a) U IL a) 2 C aa)i °> (6 O) CL a) m rn 3 O a) C n 'E c o o' w a) -2 U) w `u U U ° `o w m 3 m -= � ami o U U w 'C c > o— m a) o_ � ° ° . y m o o p_ r _ a� W a) ° N rn C ° .. ° . m O O N i O a) x O O N >, C 3 i E E O Q > U O_ :5 O W E 5 p ) N Oaa) 'O Q 'O 'OU m O_ N . O w E a) O O_ -O 0 a ° �ic iacna ri v cu _C )ri asi co E. a � U � m � o � U H N C O C O (4 C O (4 C O (4 C O (4 C O (4 OZ) N N N N N O m O m m m m m m w a) p w N N N w N O N w N O N V) o a) w O O N o a) N Z E NV) } N0 N } N V) } N } N V) ZmN }m a) }Z O m 0 a) a) O 0 Z O OV)O UQN E N U C C U C C U C C U C C U C C U C C U C C p O C C 0 0 p a) CC O O .� p a) C C O O p a) C C O O p a) C C O O p a) C C O O p a) C C O O m ma a ZZQQQQ m m a a Z Z Q Q Q Q m m a a Z Z Q Q Q Q m m a a Z Z Q Q Q Q m m a a Z Z Q Q Q Q m m a a Z Z Q Q Q Q m m a a Z Z Q Q Q Q � O � U r p) T C a) Y N N C O O a) O a) Q Y dj m U N a w C m m m o °o �om2� m >.w .5 — 4 >3=0.15 °gym m 0 0 0 p E a Q U m o° � m Q a` N O E a w a w w d Y In m cm 2 U C CL Q N N L-o 0)-o m � w p- O a �j •.• m a) U N r= > vmi a) a C`O m Y m Q U m U 2 Q O CL Y N O E N w C ° o O m m w U w .-2 N 0 O E m m r u) Ocm C m Ku O p 3 'm a N CM m a) .� - o f 0) C N m 3 E '` O w a) o o .3 o C Q D E m a o ° E m a m — p E O a o C W -O m m N pm m C o 0 E m cmi m> w r m m w m m 'o °_ a) L > o a m CL w� a m O ' '� U 0 0 E mE mCL wE a°L 5 O Q w m ._ a a`) w Qmoa) E .> m>o22U E M C m = m E Ea) ta) '05 L E o a— o Qm EE m c° a > w a) w w Z T E E o n .� w N C> N o a)CL N a p C D N C m L C m m C N a o r .2 o o p p o o a o J J o 5 a� m .N o v a° m v ° u) E Q a 0 a 5 C o C m U a) -2 U n OU m-0 o N > ami 06 a) U m n o n c n cr cr m Z o w 0 U o w t m o w ° - cn w o w w= a� o D Ya) m a Q > p U C C (6 U -0 (6 m a) E20 CL co E w N O cTi w t m C -°m m O a) a) 2 Y m E Q 2' O J U) Q -O co.� cr O> CP m E LU ao 0(7 of ci H2O a) ' - aa))cr.- � 00 a) ,a E 0 a` 0 0 U C } } o a U 0 0 a) g g .o O 3 3 a a o 0 0 oaaw- Z Z Q Q Q Q 0 > U � w O U N � N N L � 3 .0 N N C C N N C N L U U N N N o E - O (4 L w O O � � N N O � O O O w. U Q C O N N O � N T N - U L C U O 3 N N .4% C r a O O- U O- C O '— N a E o o T d w m U -O N C C (6 N C Q O O (6 O- U O_ 7 co -O co O O � N ... O O co O ; U O U L6 U N � � N Ad #: 0000579127-01 Customer: TOWN OF VAIL/PLAN DEPT/COMM DEVLM Your account number is: 1023233 PROOF OF PUBLICATION VAIL DAILY STATE OF COLORADO COUNTY OF EAGLE I, Mark Wurzer, do solemnly swear that I am Publisher of the VAIL DAILY, that the same daily 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 and that said newspaper has published the requested legal notice and advertisement as requested. The VAIL DAILY is an accepted legal advertising medium, only forjurisdictions operating under Colorado's Home Rule provision. That the annexed legal notice or advertisement was published in the regular and entire issue of every number of said daily newspaper for the period of 1 insertion; and that the first publication of said notice was in the issue of said newspaper dated 5/8/2020 and that the last publication of said notice was dated 5/8/2020 in the issue of said newspaper. In witness whereof, I have here unto set my hand this day 5/11/2020. Mark Wurzer. Publisher Subscribed and sworn to before me, a notary public in and for the County of Eagle, State of Colorado this day 5/11/2020. Jerilynn Medina, Notary Public My Commission Expires: August 3, 2020 .1 ME LISPN MEDINA FiATf atcutnzoo NOTA6iY li) 2pi1�079i9g N`/ vCfi3.¢CGDM;XPlRI:GAk3Cil57et,20K' PLANNING AND ENVIRONMENTAL COMMISSION May 11, 2020, 1:00 PM Midas' 75 S. Frontage Road - Vail, Colowdo, 81657 Can to ores, 1.1. ZOO. Meeting Registrdtion: Register in ativance for [his webinar: httos:!/us02web.zppm.us/webinarlrepiste,/WN_sBdBbvxSRlOb06_6RwvpHA Ane, registering, yoU win receive a coni,.aron email containing Into,.aron about joining the webinar. 1.2 Adand- 2. Main Agenda 2.1. Arequest for the re view of a variance from Section 12-6D-8, Density Control, Vail Town Code, to allow for a variance to the requirement that a secondary unit inthe Two -Family Primary/Secondary Residential zone district not exceed 4D% f allowable site GRFA, and a req 5110, the review Of a variance tram Section 12-15-3, Definition, Calculation, and Exclusions, Vail Town Cotle, to allow for a cs to the stipulation that basemeM GRFA deductions apply only to floors within six vertical feet of the lowest level of a structure, both in accordance with the provisions of Saolion 12-17, Variances, Vdil Town Code, located at 775 Potato Patch Drive/Lot 19, Block 1, Vail Patel, Patch Filing 1, and setting forth details in regard thereto (PEC19-0050) 2 in. The applicant has recheated this item a tabled to the July 13, 2020 PEC meeting. Applicant. Scott Ryan 8 Foals, Gillett, represented by Mauriello Planning Group Planner:Erik Gates 2.2 A request for review ofa Minor Subtlivision, pursuant to Section l3-4, Minor Subdivisions, Vail Town Code, to create a common lot line splitting Lot 1, Middle Creek Subdivision into 1.0 separate developmern els, located in the vicinity of 145 Norlh Frontage Read WesVLOt 1, Middle Creek SubtlNision, and setting forth details in regartl thereto. (PEC20-0009) 20 min. Applicant: Town of Vail Planner: Greg Roy 2.3. Arequest for the review of a variance from Section 12-21-12, Restrictions In Specific Zones On Excessive Slopes, Vail Town Code in amandate, with the provisions M SeMion 12-17, Variances, VailTown Cotle, to allow tar a two -sorry garage within the front setback, located a1610 Forest Road/LOU, Block 1, Vail Village Filing 6, and setting tont details in legend thereto. (PEC20-0010) 20 min. Applicant: 670 Forest Read LLC, representetl by KH Webb Architects Planner: Erik Gates 2.4. A request for review of an Eeto, Alteration, pursuant to Section 12-7J-12, Exterior Anerabcns or MOdiliCatiOns, Vail Town Cotle. t0 allow to, the OnstmCtion Of a new hotel and On -side EHUs. located et 1783 North Footage RoaNLOts 9, 10, 11, 812, Buffer Creek Resubdivision, and setting forth details n regain thereto. (PEC20-0008) 60 min. Applicant: Vail Hotel Group LLC, represented by Mali Slatting Group Planner: Erik Gates 3. Approval of Minutes 3.1. April 27, 2020 PEC Results 4. Inf hr ional Update 4.1. Fad Wecoamendetons, Sttah egioris atocuSaid idd a.ss on on dopii0. W"g onst—on and demolition (C 8 C) waste droesion standards, seeking the expo lis. and Input tram the PEC as Town Council and Staff are Interested in pursuing regulations around C A D waste divesion in Vail. 30 min. Applicant: Town of Vail, represented by Beth Markham 5. Adjournment The17, and information about the proposals are available for public inspection tluring gularof- tice hours at the Town of Vail CommuniTy Development Department, 75 South Frontage Road. The public is nvitetl t0 attend the project orientation antl the Bile visiU thdl precede fie public hearing in the Town of Vail Community Development Department Times antl O,do, of items are approximate, subject 10 change, and cannot be relied upon to determine at what time the Plano ing and Environmental Commission will -side, an item. Please call (970) 479-2138 for additional Information. Please call 711 for sign language nterpretation 48 hour prior to meeting time. Community Development DepaNnent Published in the Vail Daily May 8, 2020. 0000579127 Ad #: 0000574974-01 Customer: TOWN OF VAIL/PLAN DEPT/COMM DEVLM Your account number is: 1023233 PROOF OF PUBLICATION VAIL DAILY STATE OF COLORADO COUNTY OF EAGLE I, Mark Wurzer, do solemnly swear that I am Publisher of the VAIL DAILY, that the same daily 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 and that said newspaper has published the requested legal notice and advertisement as requested. The VAIL DAILY is an accepted legal advertising medium, only forjurisdictions operating under Colorado's Home Rule provision. That the annexed legal notice or advertisement was published in the regular and entire issue of every number of said daily newspaper for the period of 1 insertion; and that the first publication of said notice was in the issue of said newspaper dated 4/24/2020 and that the last publication of said notice was dated 4/24/2020 in the issue of said newspaper. In witness whereof, I have here unto set my hand this day, 4/28/2020. Mark Wurzer. Publisher Subscribed and sworn to before me, a notary public in and for the County of Eagle, State of Colorado this day 4/28/2020. Jerilynn Medina, Notary Public My Commission Expires: August 3, 2020 .1Er�E �YM!J MEp!RdF TT -0 eu11 FiATf DFcutnzoo NOTARY til 2gIRI:Gl 79i9g u`/ vC6YACGON:Xi'Ak3Gil57et.26x' THIS ITEM MAY AFFECT YOUR PROPERTY PUBLIC NOTICE NOTICE IS HEREBY GWEN that the Planning and Environmental Commission of the Town of Vail will hold a public hearing in a—r=with sectlon 12-5-6, Vail Town Code, on May 11, 2020 .1 1:00 pm in the Town of Vail In Building. In accordance with current public health guidelines, this meeting will be held virtually. Register in advance for this webinar: hthis://zoom.usA193669OB6154 Atter registering, you will receive a confirmation email containing Irdormetlon about joining the webinar. A request for review of a Minor Subdivision, pursue. to Section 13-4, Minor Subdivisions, Val Town Code, W creale a common lot line splitting Lot 1, Mtldle Creek Subdivision into Mro separate development lots, at loced in the vicinity ot 145 North Frontage Road WesVLot 1, Middle Creek Subdivision, and setting forth details in reg,M thereto. (PEC20-0009 Applicant: Town of Vail Planner: Greg Roy A requeett Town Code In avarriance from with Section Ion 12-21-12, Reatrlcdons In Specific Zones On Excessive pes, provisions of Section 12-17, Valances, Vail Town Code, Wallow for a two-story gar, ge willim the front setback, located an 670 Forest Road/Loi], Block 1, Vail Village Filing 6, and setting forth details in raged thereto. (PEC20-0010) Applicant: 670 Forest Rd LLC, represented by KH Webb Architects Planner: Erik Galas A request la review of an Extelor Alteration, W rsuant to Section 12-7J-12, Exterior Alterations or Modifica- tions, Vail Town Code, to allow for the constnktion of a new hotel and on-sile EHUs, located at 1783 North Frontage Road/Lot 9-12, B~r Creek Resubdivlslon, ant selling forth details In regard thereto. (PEC20- 0008) Applicant: Val Hots Group LLC, represented by Maurialo Planning Group Planner: Erik Gates The applications and information about the proposals are avalaHe for public inspection during office hours at die Town of Val Community Development DePertn end, 75 South Frontage Road. The pudic is imited to adentl site visits. Please call 9]0-4]9-2138 or visit www.valcov.wmlolanninc for addifi.-I information. Sign language mterprelatlon available upon request with 24-hour notification, d1a1711. Published April 24, 2020 in the Vail Dairy. 00005]49]4