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HomeMy WebLinkAbout2017-0814 PECTOWN OF VAIL' Call to Order Present Absent PLANNING AND ENVIRONMENTAL COMMISSION August 14,2017, 1:00 PM Vail Town Council Chambers 75S. Frontage Road -Vail, Colorado, 81657 Brian Gillette, Ludwig Kurz, Karen Perez, John Rediker, and Brian Stockmar Pam Hopkins and John -Ryan Lockman 2. A request for review of a Minor Amendment o Special Development District (SDD) No. 34, The Valley, Phase V, pursuant to Section 12-9A-10, Amendment Procedures, Vail Town Code, to allow for modifications to the approved development plans in order to permit a second road cut and access to the property located at 1521 Buffehr Creek Road / Lot C, The Valley Subdivision Phase V, and setting forth details in regard thereto. (PEC17-0028) Applicant: RKD Architects Planner: Chris Neubecker Motion: Approve First: Gillette Second: Kurz Vote: 5-0-0 Neubecker introduced the item by stating that Items 2 and 3 will be discussed at the same time. He then summarized the discussion the last time the item appeared before the Planning and Environmental Commission (PEC) on July 24, 2017. The item has been re -advertised with the correct language on the building envelopes and retaining walls on steep slopes. Neubecker described the proposed changes to the building envelope and the location of the second curb cut. Neubecker concluded by stating that staff recommends approval of the request. Kurz — Asked if there was an overall change in the size of the building envelope. Neubecker stated that there is no overall change in size. The applicant had no formal presentation. There was no public comment. Perez — Supports the request. Kurz — Agrees with the changes and supports the request. Gillette — Agrees with staff. Stockmar — Agrees with staff. Rediker — Agrees with staff's analysis. 3. A request for the review of an Exemption Plat, pursuant to Section 13-12-3, Plat Procedure and Criteria for Review, Vail Town Code, to allow for an adjustment to the location of the platted building envelope for Lot C, The Valley Subdivision Phase V, located at 1521 Buffehr Creek Road, and setting forth details in regard thereto. (PEC17- 0030) Applicant: RKD Architects Planner: Chris Neubecker Motion: Approve First: Gillette Second: Stockmar Vote: 5-0-0 Conditions: 1. Prior to recording the final plat with the Eagle County Clerk and Recorder, the applicant shall add a note to the plat stating, "The sole purpose of this plat is to modify the location of the building envelope for Lot C." 2. Prior to recording the final plat with the Eagle County Clerk and Recorder, the applicant shall add a note to the plat stating, "Portions of Lot C are within Geologically Sensitive Areas, including steep slopes and rock fall areas, as determined by the Vail Town Code, Title 12, Chapter 21." Discussion for Item 3 was included in Item 2. 4. A request for the review of an Exemption Plat, pursuant to Section 13-12-3, Plat Procedure and Criteria for Review, Vail Town Code, to allow for the removal of a plat note limiting gross residential floor area (GRFA) to less than that allowed by the underlying Single -Family Residential (SFR) District for Parcel B, Block 7, Vail Village Filing 1, located at 307 Rockledge Road, and setting forth details in regard thereto. (PEC17-0034) Applicant: Mauriello Planning Group Planner: Matt Panfil Motion: Approve First: Stockmar Second: Perez Vote: 5-0-0 Panfil described the existing glass and steel home on the site. He explained the history of this site and the adjacent properties. The site was previously two separate lots (Lot 14 and 17). The zoning was previously Two Family Primary/Secondary (PS). The owners at the time wanted to create three parcels, Parcel A, B and C. A maximum of four dwelling units was allowed at the time, but the change in zoning at the time would have resulted in more GRFA. By agreement with the Town, the GRFA was limited to what was allowed at the time, but not allowed to increase based on the zoning change. A plat note was added to ensure no increase in GRFA. Now that the code has changed relating to GRFA, the applicant proposes to remove the existing plat note on the GRFA limitation, to allow the GRFA to be based on the current underlying zoning. Stockmar — Can you explain how the existing structure was built exceeding the allowed GRFA? Panfil — No. We have researched this issue and cannot explain how this happened Stockmar — Does the property become conforming with this change? Panfil — Yes Gillette — Are other lots also changing based on this action? Panfil — No, the neighboring lot will not have any changes to the plat notes. Lot sizes will be sufficient to meet the code. Since each parcel is a separate ownership, you would have to submit a separate application to change the plat notes for other lots. Dominic Mauriello — A demo/rebuild is proposed. Based on its current construction, its not easy to remodel. It's not great to use plat notes for zoning issue. It helps to show how decisions were made, and ensure those issues are brought forward, but GRFA in the Town Code has changed several times since this plat note was added. Plat notes from other lots in a similar situation have also been removed in the past. Parcel A and C should have the same right to ask that the plat note be lifted. We had a development schedule to stick to, which is why other properties are not included in this application. Public Comment Mary Pownall — 267 Rockledge Road. I would like to know if my property will have the same issues. It should happen automatically. What are the changes that I could get this approved for my lot? Panfil — Other owners will have to submit a separate application to have the plat note changed for their lot. Stockmar —Will support Kurz — Agree with staff Perez — Agree with staff, but do not like doing this piecemeal. 5. Ski and Snowboard Club Vail (SSCV), represented by Braun Associates, Inc., is requesting a Public Hearing before the Town of Vail Planning and Environmental Commission (PEC) for the review of a conditional use permit, pursuant to Section 12-8E- 3, Conditional Use, Vail Town Code, to allow for the redevelopment of the Ski and Snowboard Club Vail site with a private and public club and multi -family residential dwelling units, located at 598 Vail Valley Drive. This conditional use permit was previously approved by the PEC on October 27, 2014 and subsequently expired in 2016. No changes to the plans have been made with this request for a re -approval of the conditional use permit. (PEC17-0035) Applicant: SSCV, represented by Braun and Associates Planner: Chris Neubecker on behalf of Jonathan Spence Motion: Approve, with Conditions First: Stockmar Second: Gillette Vote: 3-2-0 (Perez and Rediker Opposed) Conditions: 1. This Conditional Use approval is contingent upon upon the applicant obtaining Town of Vail approval of an associated design review application(s). 2. The applicant shall mitigate the employee generation impact created by the new net development in accordance with the provisions of Chapters 12-23, Commercial Linkage and 12-24, Inclusionary Zoning, Vail Town Code. If a mitigation option including a fee in lieu payment is chosen, the applicant shall make the required fee in lieu payment to the Town of Vail prior to the issuance of any building permit. As required by the Town Code, if the applicant chooses to mitigate any portion of the obligation through off site unit(s), these unit(s) shall be available for occupancy prior to the issuance of any Certificate of Occupancy. 3. The applicant shall adhere to the Ski and Snowboard Club Vail Traffic and Parking Management Plan, October 2014, in all matters referenced unless amended per 12-16-10, Amendment Procedures, Vail Town Code. Neubecker introduced the project by stating that Items 5 and 6 would be discussed in combination. He then summarized the recent history of the project and stated that there are no changes to the plans since it was last reviewed by the Planning and Environmental Commission. Referencing a series of images, Tom Braun of Braun Associates, reviewed the history of Ski and Snowboard Club Vail and its facilities. The rezoning and conditional use permit needs to be reestablished as the 2014 approvals have lapsed. Braun reiterated that the plans have not changed since 2014 and also stated that no changes have been made to any master planning documents that impact the subject property. Braun listed some of the major improvements associated with the site such as a three -lane snow melted driveway and two employee housing units (EHUs). Kurz — Asked if the item had to be noticed. Neubecker confirmed that notice was mailed. Kurz asked if there have been any significant changes to the code since the previous approvals. Neubecker stated that there have been no significant changes. Perez — Asked if the project is ready to move forward and begin construction. Braun confirmed. Stockmar — Asked if funding issues have been resolved. Braun confirmed. Perez — Asked for clarification about items listed in the staff memorandum as ongoing. Neubecker stated that those are items that are not related to Town Code, but pertain to the operations of the club during the construction process. There was no public comment. Perez — Supports the request. Kurz — Supports the request, provided no changes have been made to the 2014 plans. Gillette — Agrees with the staff memorandum. Stockmar — Also agrees with the staff memorandum. Rediker — Stated he was a member of the PEC during the 2014 review process and maintains his stance that the rezoning request is spot zoning. Does support the overall concept and redevelopment of the site, but believes there is a problem in the Town in regards to its rezoning and special development district processes. 6. Ski and Snowboard Club Vail (SSCV), represented by Braun Associates, Inc., is requesting a recommendation to the Vail Town Council for a zone district boundary amendment, pursuant to Section 12-3-7, Amendment, Vail Town Code, to rezone a portion of the newly created Parcel 3 of the Golden Peak Ski Base And Recreation District Parcel subdivision from Ski Base Recreation District to Ski Base Recreation 2 District, located at 460 Vail Valley Drive/Parcel 1, Golden Peak Ski Base and Recreation District Parcel subdivision, and setting forth details in regard thereto. This rezoning was previously recommended for approval by the Planning and Environmental Commission on October 27, 2014. The rezoning was subsequently approved by the Town Council via ordinance but has expired as the plat was not recorded prior to the expiration time established. (PEC17-0036) Applicant: SSCV, represented by Braun and Associates Planner: Jonathan Spence Motion: Approve First: Kurz Second: Gillette Vote: 3-2-0 (Perez and Rediker Opposed) Discussion of Item 6 was included in Item 5. 7. Staff requests that this item be continued to the August 28, 2017 PEC meeting. (PEC17-0022) Applicant: Vail Valley Medical Center Planner: Jonathan Spence Motion: Continue to August 28, 2017 First: Perez Second: Kurz Vote: 5-0-0 8. A request for the review of an amendment to a Conditional Use Permit, pursuant to Section 12-9C-3, Conditional Uses; Public and private schools, Vail Town Code, in accordance with the provisions of Section 12-16-10, Amendment Procedures, Vail Town Code, to allow for a renovation and addition to the existing Red Sandstone Elementary School, a conditional use permit, pursuant to Section 12-9C-3, Conditional Uses, Public parking structure, in accordance with Title 12, Chapter 16, Conditional Use Permits, Vail Town Code, to allow for the construction of a public parking structure, and a request for the review of a variance from Section 14-6-7, Retaining Walls, Vail Town Code, in accordance with the provisions of Title 12, Chapter 17, Variances, Vail Town, to allow for the construction of a retaining wall with an exposed face height greater than six feet (6'), located at 551 North Frontage Road West/Lots 8, Block 2, Vail Potato Patch Filing 1, and setting forth details in regard thereto. (PEC17-0031) Applicant: TAB Associates Planner: Matt Panfil Motion: Continue to August 28, 2017 First: Gillette Second: Stockmar Vote: 5-0-0 Panfil provided a background on the project, and the several meetings already held by the PEC on this item. One of the main issues expressed at the last hearing on this item was regarding circulation and pedestrian safety. Aesthetic changes were also requested to the parking structure. Entrance to first floor parking structure was shifted to improve bus mobility. A striping and signage plan has been provided. Grade has been raised around the parking structure to reduce the visibility of the structure. A stairway connection has been provided to the pedestrian overpass. Greg Macik, TAB Associates — We made several changes since the last meeting. We added more information on traffic circulation and pedestrian safety. The school district has provided a letter indicating that they feel the pedestrian safety has been addressed. We are here to answer questions. Rediker — Safety is the major concern here. Please explain how we get kids of the bus and safely to the school. Macik — Buses still drop off on the lower parking lot. He explained how buses will enter the site, which new entrance is farther to the east than the existing curb cut. New location provides more space for buses, and also to align with entrance to the parking structure. Chad Salli, Public Works — There is space for 3 buses. The same as we can accommodate today. Operations will be similar to today. Stockmar — How many buses use this today? Macik — Three buses. There is no projected student growth. He explained how students will walk from the buses to the school. There is a fence proposed between the sidewalk and the road, from the upper level to the cross walk near the overpass. He explained the road grades on the new road. Gillette — Is there any reason not to continue the railing further down? Macik — No, other than the fact that it is a straight line at that point. Stockmar — Kids will find a way to shirk safety. Macik — Explained location of the Town bike path, and overpass traffic routes. Perez — We could have bikes, students and cars all in this same general areas? Macik — Yes, the same as we have now. Gillette — Where is the continuation of the bike path? Salli — Explained how the bike path and steps at the pedestrian overpass bridge will be changed. Perez — People on a bike coming from the east do not go under the bridge and loop up to the bridge. They will use the shortest path, where the students are walking. I see this as a conflict. Macik — The first time you ride to this ramp on a bike, you might use the same sidewalk as kids. But after that, you will likely loop around under the bridge. Perez — How will students ride their bike to the school? Macik — They will take the same routes as students walking. Rediker — Parent drop-off is already backed up. Will parent drop-off be in the far eastern area, correct? Macik — Correct. He described vehicle access to level two of the parking garages. Rediker — Is there any way to have an entrance and exit that will avoid cars stacking up (parent drop-off). Macik — Biggest challenge is stacking of vehicles. Goal is to have one-way traffic. Rediker — Please explain where the stop signs are proposed. Macik — Explained location of stop signs on the site. Salli — Explained how traffic will merge coming downhill from the school. Stockmar — Post office has an unusual access, and it works if people do not get confused. Does that pattern work here? There was general discussion about possible changes to the traffic pattern in and out of level two of the parking structure, and conflicts with downhill traffic. Gillette — Look at using the west loop for uphill traffic to provide access to parking structure level 3. This will reduce amount of traffic going past the school. Macik — We do not want two-way traffic on the curve. Gillette — When you drive into a school, you should only see parents, students and teaches. You lose some of the aspect of school security when you invite the general public to this area. Greg Hall — Parking will be limited to people who work in town. Not only Town of Vail staff. People with parking passes will have to follow the rules for parking passes, including when they can access the parking. Level 4 parking is only for the school. Level 3 will not be accessible during certain hours when school is accessed by students. Stockmar — If level 3 fills early, when does it empty? Is it random, or is there a focal point? Hall — Random when people leave the structure. There was a general discussion about when parking on various levels should be accessed, and ways to prevent vehicle access when the students are coming or going to the school. Dean Cole — Consultant for the RSES — We have been in touch with the Town of Vail. Access to the parking structure and timing for parking use will be part of our agreements. Current proposal with one way road is an improvement over what we have today. Hall — Discussed some of the turning movements into and out of the school property. 2-3 cars will fit in the right turn lane entering the site. Rediker — How can we limit car access in the bus pickup areas? Hall — Discussed challenges with signage and turning movements from the bus pickup areas. Rediker — Is there a need for crossing guards for kids walking from the east? In particular, at the lowest crosswalk, where all cars entering and leaving the site will cross. Dean Cole — Explained some of the cross walks areas, including day care drop-off where parents escort kids into the school. Others will be dropped off and will be on the sidewalk. We anticipate very few kids crossing the traffic lanes. Perez — Ideally people who park here will walk across the pedestrian bridge. Are we expanding the bus waiting areas? Also, how does Town of Vail bus traffic overlap with school buses? We have 4 town bus routes and 3 school busses. On peak days, it's not just Town of Vail buses. Hall — Discussed when Ford Park users arrive and when the lot fills up, and when employees arrive for certain lots and types of employment. He also discussed use of the Golf Course lot, and changes to bus service that could happen after the underpass is constructed. Rediker — Asked Salli to explain the internal circulation inside the parking structure Salli — There is no internal circulation. All levels of the parking structure have their own access. Hall — We will have to manage level 3. We don't want people to be parking here because they don't have parking at home. We may close level 3 when there is no demand for parking, but the school is still in session. Gillette — How do you turn around inside the parking garage if level 2 is full? There is no space to do it. Can you have electronic signs on the road to indicate the lot is full? Hall — We will have to look into that in greater detail. Perez — Please explain why there is no internal circulation in the parking structure Hall — We want the levels to be flat to allow future development. We lose a lot of efficiency if we have internal circulation. Stockmar — Is there any way to make the parking structure more attractive? Hall —We buried level 1, and will also bury part of level 2. We will also add landscaping to hide some of the structure. There is a public art component, too. Potential locations for art are on the towers, or railings, or near the school. Kurz — Most of my concerns have been addressed by other commissioners. There has been some good thought put into this by the applicants. It's a complex issue to mix parking, traffic pedestrians and kids in a small area. We should not try to design from behind this table. But we should identify our concerns. Rediker — Reiterate my concerns, one cross walk needs to be manned by someone to get kids safely across. I can see a lot of congestion in this area. 9. A request for a recommendation to the Vail Town Council for a Prescribed Regulations Amendment, pursuant to Section 12-3-7, Amendment, Vail Town Code, to amend Section 12-23-2 Employee Generation and Mitigation Rates, Vail Town Code, to reflect the recommendations of the 2016 Vail Employer Survey Summary of Results, February 2017 (Nexus Study) and setting forth details in regard thereto. (PEC17-0033) Applicant: Lynne Campbell, Housing Coordinator, Town of Vail Planner: Chris Neubecker Motion: Continue to August 28, 2017 First: Perez Second: Gillette Vote: 5-0-0 Neubecker described the Nexus Study and how it is applied to the Commercial Linkage section of the Town Code. There are different employee generation rates for different types of uses. For example, a restaurant generates more employees per square foot of floor area than most any other commercial use. The recently completed survey found that certain employee generation rates have increased. The request for the text amendment seeks to align the Town Code with the findings of the Nexus Study. Neubecker discussed the specific uses with changes in employee generation rates. He also discussed the Study's recommendation that accommodation units be classified into different categories and explained the challenges in doing so. This issue will be reviewed in more detail, but no changes to the classification of accommodation units is currently proposed. Staff asks for guidance from the PEC as to whether or not this is an idea worth pursuing. Rediker — Asked when the study was commissioned. Neubecker responded that it was commissioned in 2016 and completed in 2017. Rediker asked who commissioned the study and Neubecker responded that it was the Town of Vail, but the Vail Local Housing Authority (VLHA) has reviewed the study. Rediker asked for clarification as to how the term "new net floor area" applies. Neubecker stated that it only applies when new square footage is created and provided examples of such changes. Stockmar — Asked if there are any examples of changes in employment and fees that result in a change in ownership, but not change in uses. Neubecker stated that he was not aware of such an instance. There was a discussion as to the changes of the employee generation rate for real estate offices. Neubecker stated that the change was a result of the recommendation from the consultant. Rediker — Expressed his concern that the categories are potentially too broad. Gillette and Rediker asked for clarification as to the definition of a limited service lodge. Neubecker read this definition from the code. Panfil reminded the PEC that certain residential properties are subject to inclusionary zoning provisions. Stockmar — Asked how the employee generation rates for eating and drinking establishments could increase so much since the previous study. Kurz — Stated that it may be helpful for the PEC to better understand the process for determining the changes in rates. Rediker — Concurred that the information is confusing. Stated that there appears to be a fundamental unfairness to in eating and drinking establishments. There was a discussion to the overall fairness of the commercial linkage rates for multiple types of uses. Commissioners were also critical of the response rate for the survey. It was suggested that responses be tied to business licensing requirements. The commissioners expressed a general opinion that they need more information and that the study was flawed. Rediker reiterated his concern on the economic impact on small businesses, especially eating and drinking establishments. Rediker also expressed disagreement over the commercial linkage policy in general. Commissioners also expressed concern over whether or not real estate offices considered independent contractors as employees in responding to the survey. There was an overall opinion that the use categories are not well delineated and that the response material does not provide a rational basis. Kurz summarized that the belief of the PEC is that both the policy for commercial linkage and the study is flawed and that the PEC should recommend against approval. Gillette expressed his belief that staff should be given the opportunity to provide better information or determine if there is a better method for conducting the survey. 10. Approval of Minutes July 24, 2017 PEC Results Motion: Approve First: Kurz Second: Stockmar Vote: 4-0-1 (Rediker Abstained) 11. Adjournment Motion: Adjourn First: Perez Second: Kurz Vote: 5-0-0 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 hours prior to meeting time. TOWN OF VA10 VAI L TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: August 14, 2017 ITEM/TOPIC: A request for review of a Minor Amendment to Special Development District (SDD) No. 34, The Valley, Phase V , pursuant to Section 12-9A-10, Amendment Procedures, Vail Town Code, to allow for modifications to the approved development plans in order to permit a second road cut and access to the property, relocate the existing building envelope, and allow retaining walls within the first twenty feet (20') from the property line to exceed three feet (3') in height when related to access to a structure on a steep slope (in excess of 30 percent), located at 1521 Buffehr Creek Road/Lot C, The Valley Subdivision Phase V, and setting forth details in regard thereto. (PEC17-0028) ATTACHMENTS: File Name S D D_Mi nor_Amendment_Approval_letter_Valley_Phase_V_P E C 17- 0028. pdf A_P E C 17- 0028_Valley_Phase_V_SDD_Amendment VICINITY_MAP.pdf B_PEC17-0028_Valley_Phase_V_SDD_Amendment PLANS.pdf Description PEC17-0028 SDD #34 Valley Phase V Minor Amendment Approval Letter PEC17-0028 SDD #34 Valley Phase V Minor Amendment Vicinity Map PEC17-0028 SDD #34 Valley Phase V Minor Amendment Plans C_PEC17- PEC17-0028 SDD #34 Valley Phase 0028_Valley_Phase_V_SDD_Amendment— EXISTING_LANGUAGE.pdf V Minor Amendment Existing SDD Language TOWN OF VAIL 75 South Frontage Road West Vail, Colorado 81657 va ilgov. com July 25, 2017 Community Development Department 970.479.2138 Applicant: Steven J. Lindstrom Revocable Trust, represented by RKD Architects Planner: Chris Neubecker Dear Planning and Environmental Commission members and adjacent property owners: The purpose of this letter is to inform you that the Town of Vail Community Development Department has approved an amendment to Special Development District No. 34, The Valley, Phase V, to allow for modifications to the approved development plans in order to permit a second road cut and driveway access to the property; to relocate the existing building envelope to a new location on the lot; and to allow retaining walls within the first twenty feet (20') from the front property line to exceed three feet (3') in height when related to access to a structure constructed on steep slopes (in excess of 30 percent), located at 1521 Buffehr Creek Road/Lot C, The Valley Subdivision Phase V (PEC17-0028). No other changes are proposed with this application. The Town of Vail Community Development Department has determined that this amendment to the existing Special Development District meets the design review criteria prescribed by Section 12-9A-8, Design Criteria and Necessary Findings, Vail Town Code. This approval of a minor amendment to the Special Development District No. 34 will be reported to the Town of Vail Planning and Environmental Commission at a public hearing on Monday, August 14, 2017, at 1:00 p.m. in the Vail Town Council Chambers, located at 75 South Frontage Road West. The Planning and Environmental Commission reserves the right to "call up" this administrative action for additional review at this hearing. This administrative action may also be appealed by an adjacent property owner, any aggrieved or adversely affected person, or the Vail Town Council as outlined in Section 12-3-3, Appeals, Vail Town Code. Should you have any questions, please feel free to contact me directly at 970-479- 2148, or cneubeckeravailgov.com Sincerely, Chris Neubecker Planning Manager Community Development Department 970.479-2148 vailgov.com twitter.com/vailaov 11 AAO ATTACHMENT C - EXISTING SPECIAL DEVELOPMENT DISTRICT #34 LANGUAGE ORDINANCE NO. 14 Series of 2012 AN ORDINANCE REPEALING AND RE-ESTABLISHING SPECIAL DEVELOPMENT DISTRICT NO. 34, FLAUM — THE VALLEY PHASE V, PURSUANT TO SECTION 12- 9A-10, AMENDMENT PROCEDURES, VAIL TOWN CODE, TO ALLOW THE EMPLOYEE HOUSING REQUIREMENTS OF THE SPECIAL DEVELOPMENT DISTRICT TO BE MET OFF-SITE THROUGH THE PROVISIONS OF SECTION 12-13- 5, EMPLOYEE HOUSING UNIT DEED RESTRICTION EXCHANGE PROGRAM, VAIL TOWN CODE, AND SETTING FORTH DETAILS IN REGARD THERETO. WHEREAS, the Town of Vail (the "Town"), in the County of Eagle and State of Colorado is a home rule municipal corporation duly organized and existing under the laws of the State of Colorado and the Town Charter (the "Charter"); WHEREAS, the members of the Vail Town Council of the Town (the "Council') have been duly elected and qualified; WHEREAS, Ordinance No. 2, Series of 1997, established Special Development District No. 34, Flaum — The Valley Phase V (the "District") and the District was subsequently amended by Ordinance No. 9, Series of 2006; WHEREAS, the Planning and Environmental Commission (the "PEC') of the Town of Vail has held a public hearing on the proposed amendments in accordance with the provisions of the Vail Town Code; WHEREAS, the PEC recommended approval of these amendments at its October 8, 2012, public hearing, and has submitted its recommendation to the Vail Town Council; WHEREAS, the purpose of this ordinance is to amend the District to allow the employee housing requirements of the district to be met within the district, off-site, or a combination thereof; WHEREAS, the purpose of this ordinance is to amend the District to allow employee housing units to be exchanged in accordance with the procedures outlined in Section 12-13-5, Employee Housing Unit Deed Restriction Exchange Program, Vail Town Code; WHEREAS, the purpose of this ordinance is to amend the gross residential floor area (GRFA) provisions of the District; WHERAS, the purpose of this ordinance is to "clean-up" the unclear, outdated, and inconsistent provisions of the District; Ordinance No. 14, Series 2012 Page 1 WHEREAS, based upon the review of the evidence and testimony presented, the Vail Town Council finds that the proposed amend to the District, complies with the nine design criteria outlined in Section 12-9A-8 of the Vail Town Code; WHEREAS, based upon the review of the evidence and testimony presented, the Vail Town Council finds that the applicant has demonstrated to the satisfaction of the Council that any adverse effects of the requested deviations from the development standards of the underlying zoning are outweighed by the public benefits provided; and, WHEREAS, based upon the review of the evidence and testimony presented, the Vail Town Council finds that the request is consistent with the development goals and objectives of the Town of Vail Comprehensive Master Plan. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF VAIL, COLORADO, THAT: Special Development District No. 34, Flaum — The Valley Phase V, is hereby repealed and re-established to read as follows: SECTION 1. The approval procedure prescribed in Section 12-9A-10, Amendment Procedures, Vail Town Code have been fulfilled, and the Vail Town Council has received the report of the Planning and Environmental Commission recommending approval, of the proposed development plan for Special Development District No. 34. SECTION 2. Special Development District No. 34 is established to ensure comprehensive development and use of an area in a manner that will be harmonious with the general character of the town, provide adequate open space, employee housing, and promote the objectives of the Town's Zoning ordinance. The development is regarded as complementary to the Town by the Town Council and the Planning and Environmental Commission, and there are significant aspects of the special development which cannot be satisfied through the imposition of standard zoning on the area. SECTION 3. Special Development District No. 34 is established for the development of a parcel of land comprising 1.81 acres (lots 3 and 4, the Valley Phase V) and shall be referred to as "SDD No. 34". SECTION 4. The Town Council finds that the development plan for SDD No. 34 meets each of the standards set forth in Article 12-9A, Special Development District, Vail Town Code. In accordance with Article 12-9A, Special Development Districts, Vail Town Code, the development plan for SDD No. 34 is approved. SECTION 5. The zone district underlying SDD No. 34 is Residential Cluster (RC). The uses allowed in SDD No. 34 shall be limited to those uses indicated on the development plan and those uses allowed by right, and those uses allowed by conditional use, Chapter 12-6E, Residential Cluster District, Vail Town Code. Ordinance No. 14, Series 2012 Page 2 SECTION 6. In addition to the Approved Development Plan described in Section 7 herein, the following development standards have been submitted to the Planning and Environmental Commission for its consideration, and the Planning and Environmental Commission has forwarded its recommendation of conditional approval to the Town Council, and the Development Plan is hereby approved by the Town Council. The development standards for this SDD shall be those prescribed by the Residential Cluster (RC) zone district unless specifically addressed herein. The following are the specific development standards for SDD No. 34: Base Information Underlying Zoning: Lot area: Development Standard Number of Lots: Dwelling units: Density: Employee Housing Units (EHU) Buildable Area: Site Coverage: RC (Residential Cluster) 1.81 acres or 79,002 sq. ft. Maximum Allowance/Limitation 3 single family lots 3 single-family dwelling units 1.66 dwelling units/acre 1 Type II EHU per lot allowed. Per approved development plan and building envelopes. 25% of lot area (per lot) GRFA: The combined area of the dwelling unit and any associated Type II EHU shall not exceed 3,800 sq. ft. per lot. Type II EHU GRFA: Garage Area: A Type II EHU constructed in this special development district shall be calculated as GRFA. 600 sq. ft. garage allowed per dwelling unit (exclusive of the EHU). EHU Garage Area: 1 enclosed parking space required per EHU per lot, which must be deed restricted for use by EHU only. Up to 400 sq. ft. GRFA garage deduction allowed per EHU per lot. Ordinance No. 14, Series 2012 Page 3 Setbacks: Per building envelopes delineated on development plan. No GRFA is permitted within 20' of the front property line. Garage area is allowed within 20' from the front property line within the established building envelopes. Parking: Per Chapter 12-10, Off-street Parking and Loading, Vail Town Code. Exterior Lighting: Per Section14-10-7, Exterior Lighting, Vail Town Code. Building Height: 30' for a flat roof, 33' for a sloping roof SECTION 7. SDD No. 34 is subject to the following additional conditions: The development plan shall be that plan entitled "Flaum Residence," prepared by Pierce, Segerberg, & Associates, Architects, dated 11/11/96, with the latest revision on 1/10/97. 2. Trash collection shall be typical residential curbside collection and dumpsters shall not be permitted on these lots or in the adjacent right- of- way. 3. This site shall be limited to one curbcut for all three lots as depicted on the development plan. The entire curbcut shall be developed upon initial construction on any of these three lots. 4. The applicant shall submit a mitigation plan for the rockfall hazard which shall be reviewed and approved by the applicant's geologist prior to Design Review Board approval for construction of homes on these lots. 5. This approval shall become void if the construction of at least one lot is not commenced within three years of the final approval of the SDD. The developer must meet the requirements of Section 12-9A-12, Time Requirements, Vail Town Code. 6. The recreational amenities tax for this development shall be assessed at the rate required for the Residential Cluster (RC) zone district, as provided for in Chapter 2-5, Recreational Amenities Tax Chapter, Vail Town Code. Ordinance No. 14, Series 2012 Page 4 7. All retaining walls on-site shall conform to existing cede Vail Town Code requirements. No retaining wall shall exceed 3' in the first 20' from the front property line on these lots. 8. All development standards contained in this ordinance site shall be noted on the development plan and the final plat for this development. Those notes shall include the following note regarding development within building envelopes: "All future development will be restricted to the area within the platted building envelopes. The only development permitted outside the platted building envelopes shall be landscaping, driveways and retaining walls associated with driveway construction. At -grade patios (those within 5' of existing or finished grade) will be permitted to project beyond the building envelopes not more than ten feet (10') nor more than one-half (1/2) the distance between the building envelope and the property line, or may project not more than 5 feet (5') nor more than one—fourth (1/4) the minimum required dimension between buildings." 9. One employee housing unit (EHU) is required for the entire development which must be provided prior to, or in conjunction with, the Building Permit for the third dwelling unit constructed on-site. The employee housing requirements of this special development district may be met within the district or off-site. All employee housing units constructed within SDD No. 34 shall be eligible for exchange in accordance with the procedures outlined in Section 12-13-5, Employee Housing Unit Deed Restriction Exchange Program, Vail Town Code. 10. As mitigation for impacts to large trees on-site, 21 additional trees will be provided on-site (7 additional trees per lot). These trees shall have a minimum caliper of 3° for deciduous trees or a minimum height of 8' for conifers and shall be provided at the time of construction on individual lots. SECTION 8. The owners, jointly and severally, agree with the following requirement, which is a part of the Town's approval of the SDD No. 34: All previous approvals and development plans, including the County Approved PUD for the subject property, are hereby null and void. SECTION 9. Amendments to the approved development plan shall be reviewed pursuant to Section 12-9A-10, Amendment Procedure, Vail Town Code. SECTION 10. If any part, section, subsection, sentence, clause or phrase of this ordinance is for any reason held to be invalid, such decision shall not effect the validity of the remaining portions of this ordinance; and the Town Council hereby declares it would have passed this ordinance, and each part, section, subsection, sentence, clause or phrase thereof, regardless of the fact that any one or more parts, sections, Ordinance No. 14, Series 2012 Page 5 subsections, sentences, clauses or phrases be declared invalid. SECTION 11. The Town Council hereby finds, determines and declares that this ordinance is necessary and proper for the health, safety and welfare of the Town of Vail and the inhabitants thereof. SECTION 12. The amendment of any provision of the Town Code as provided in this ordinance shall not affect any right which has accrued, any duty imposed, any violation that occurred prior to the effective date hereof, any prosecution commenced, nor any other action or proceeding as commenced under or by virtue of the provision amended. The amendment of any provision hereby shall not revive any provision or any ordinance previously repealed or superseded unless expressly stated herein. SECTION 13. All bylaws, orders, resolutions and ordinances, or parts thereof, inconsistent herewith are repealed to the extent only of such inconsistency. This repealer shall not be construed to revise any bylaw, order, resolution or ordinance, or part thereof, theretofore repealed. INTRODUCED, READ ON FIRST READING, APPROVED, AND ORDERED PUBLISHED ONCE IN FULL ON FIRST READING this 6th day of November, 2012, and a public hearing for second reading of this Ordinance set for the 20th day of November, 2012, at 6:00 P.M. in the Council Chambers of the Vail Municipal Building, Vail, Colorado. .Daly, T ATTEST: ,��� • • •; SEAL L re i naldson, Town Clerk •O . CpLORP� READ AND APPROVED ON SECOND READING AND ORDERED PUBLISHED this 20th day of November, 2012. Ludwig Kurz, Mifyor ProTem ATTE O.O F •Vq �• relei onaldson, Town Clerk 1.4 0 •• O Ordinance No. 14, Series 2012 Page 6 TOWN OF VA10 VAI L TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: August 14, 2017 ITEM/TOPIC: A request for the review of an Exemption Plat, pursuant to Section 13-12-3, Plat Procedure and Criteria for Review, Vail Town Code, to allow for an adjustment to the location of the platted building envelope for Lot C, The Valley Subdivision Phase V located at 1521 Buffehr Creek Road, and setting forth details in regard thereto. (PEC17-0030) ATTACHMENTS: File Name Description PEC17- PEC17-0030 Valley Phase V 0030_Valley_Phase_V_Exemption_Plat—Staff—Memo FINAL.pdf Exemption Plat Staff Memo A_PEC17- PEC17-0030 Valley Phase V 0030_Valley_Phase_V_Exemption_Plat VICINITY_MARpdf Exemption Plat AttachmentA- Vicinity — Map B_PEC17- PEC17-0030 Valley Phase V 0030_Valley_Phase_V_Exemption_Plat—APPLICANTNARATIVE.pdf Exemption Plat Attachment B - — Applicant Narrative C_PEC17- PEC17-0030 Valley Phase V Exemption Plat Attachment C - 0030_Valley_Phase_V_Exemption_Plat— AMENDED_PLAT.pdf Amended Plat 0) rnwN oFvaiL Memorandum TO: Planning and Environmental Commission FROM: Community Development Department DATE: August 14, 2017 SUBJECT: A request for the review of an Exemption Plat, pursuant to Section 13-12- 3, Plat Procedure and Criteria for Review, Vail Town Code, to allow for an adjustment to the location of the platted building envelope for Lot C, The Valley Subdivision Phase V located at 1521 Buffehr Creek Road, and setting forth details in regard thereto. (PEC17-0030) (Note: There are no changes to the staff memo from the meeting of July 24, 2017) Applicant: Steven J. Lindstrom Revocable Trust, represented by RKD Architects Planner: Chris Neubecker I. SUMMARY The applicant, the Steven J. Lindstrom Revocable Trust, represented by RKD Architects, is requesting final review of an Exemption Plat application, pursuant to Title 13, Chapter 12, Exemption Plat Review Procedures, Vail Town Code, to allow for an adjustment to the location of the platted building envelope for Lot C, The Valley Subdivision, Phase V, located at 1521 Buffehr Creek Road. The Community Development Department is recommending approval, with conditions, of the Exemption Plat application with the findings as listed in Section VI of this memorandum. For reference, the attachments include a Vicinity Map (Attachment A), a copy of the proposed plat (Attachment B), and the applicant's narrative (Attachment C). II. DESCRIPTION OF THE REQUEST The applicant is requesting a final review of an Exemption Plat application, pursuant to Title 13, Chapter 12, Exemption Plat Review Procedures, Vail Town Code, to allow for an adjustment to the location of the platted building envelope for Lot C, The Valley Subdivision, Phase V, located at 1521 Buffehr Creek Road. The purpose of this application is to locate the building envelope farther to the east, in an area with less vegetation. The new location of the envelope will also allow for a driveway that has less impact on existing retaining walls and results in less site disturbance to the existing driveway and retaining walls for the subdivision. The proposal will result in the creation of a plat entitled: "Amended Envelope Plat, Lot C, The Valley Phase V, A Resubdivision of Lots 3 and 4, Block 7, Town of Vail, Eagle County, State of Colorado" (Attachment B). There is no change in the total area of the building envelope. The shape of the building envelope will be modified slightly to respond to the topography of the lot. The change to the location of the building envelope will facilitate the construction of a new home to the east of the existing building envelope. The proposed building envelope is within the required 15' side and rear yard setbacks. However, the front of the building envelope aligns with the front property line (zero setback), which is 23 feet from the existing retaining wall on the north side of Buffehr Creek Road. This is the same setback as the existing building envelope. Per Special Development District (SDD) #34, the location of the home on the lot must be setback at least 20 feet from the front property line, however, the location of the garage may encroach into the front 20' of the building envelope: "Setbacks - Per building envelopes delineated on development plan. No GRFA is permitted within 20' of the front property line. Garage area is allowed within 20' from the front property line within the established building envelopes." The topography of the new portion of the envelope is similar to the area where the existing building envelope, but there is less vegetation near the new building envelope. A relocation of the envelope will help to preserve more vegetation on the lot. III. ZONING ANALYSIS Address: Legal Description: Existing Zoning: Existing Land Use Designation Mapped Geological Hazards: 1521 Buffehr Creek Road Lot C, Valley Subdivision, Phase V SDD #34 Open Space Steep Slopes, Rock Fall Development Allowed / Existing Proposed Change Standard Required Site Area 15,000 sq. ft. 32,012 sq. ft. 32,012 sq. ft. No Change Setbacks* Per building Front: 0' Front: 0' envelope Rear: varies Rear: 91' Side: 10' Side: 102' Side: 135' Side: 15' Density 1.66 dwelling 1.66 dwelling No Change No Change units per acre (1 units per acre dwelling unit, plus 1 EHU per lot) Building Height 33' sloping roof Undeveloped N/A No Change 30' flat roof Site Coverage Max. 25% Undeveloped N/A No Change Landscaping Minimum 60% None N/A No Change Town of Vail Page 2 GRFA 3,800 sq. ft. None N/A No Change Building Envelope Area N/A 6,094 sq. ft. 6,094 sq. ft. No Change Slope Maximum 40% 43% 49% *Note: Per the Special Development District #34, no GRFA is permitted within 20' of the front property line. Garage area is allowed within 20' from the front property line within the established building envelopes. Building Envelopes The purpose of platting building envelopes is to define the portion of the lot where structures on the lot must be located. Building envelopes are more restrictive than setbacks, which only require that structures be located a minimum distance from a property line. Building envelopes are often used to maintain views and separation of structures, protect vegetation, and prevent development on sensitive areas including geological and hydrological resources. The original design intent of SDD #34 was to ensure a high quality residential subdivision while preserving the natural characteristics of the setting, provide adequate open space, and provide employee housing. The development plan called for a common driveway, with all three lots accessed from one driveway. A plat note requiring one curb cut was modified through an SDD amendment, PEC17-0028, also on the agenda for review by the Commission at today's meeting. The proposed relocated portion of the building envelope for Lot C will not have a significant impact on views from other lots. IV. APPLICABLE PLANNING DOCUMENTS Title 13: Subdivision Reaulations, Vail Town Code (in part) 13-12-1: PURPOSE AND INTENT: The purpose of this chapter is to establish criteria and an appropriate review process whereby the planning and environmental commission may grant exemptions from the definition of the term "subdivision" for properties that are determined to fall outside the purpose, purview and intent of chapters 3 and 4 of this title. This process is intended to allow for the platting of property where no additional parcels are created and conformance with applicable provisions of this code has been demonstrated. 13-12-2: EXEMPTIONS IN PROCEDURE AND SUBMITTALS: it 0 "Exemption plats"; as defined in section 13-2-2 of this title, shall be exempt from requirements related to preliminary plan procedures and submittals. Exemption plat applicants may be required to submit an environmental impact report if required by title 12, chapter 12 of this code. Town of Vail Page 3 13-12-3: PLAT PROCEDURE AND CRITERIA FOR REVIEW.' J The procedure for an exemption plat review shall be as follows.- A. ollows: A. Submission of Proposal, Waiver of Requirements: The applicant shall submit two (2) copies of the proposal following the requirements for a final plat in subsection 13-3-68 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. Public Hearing: The administrator will schedule a public hearing before the planning and environmental commission and follow notification requirements for adjacent property owners and public notice for the hearing as found in subsection 13-3-681 of this title. 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 exemption plat application or the exemption plat application 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 the applicant. The criteria for reviewing the plat shall be as contained in section 13-3-4 of this title. V. REVIEW CRITERIA The following are review criteria from Section 13-3-4 Vail Town Code, as required to be reviewed per Section 13-12-3 C: 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 exemption plat 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. Specifically, the exemption plat helps to ensure that construction of the home on Lot C preserves as much significant vegetation as possible on this site, by relocating the envelope to an area with fewer trees. By limiting the size of the building envelope to the existing size, the applicant will gain no additional area, and the site will remain consistent with the original design intent of this subdivision. Town of Vail Page 4 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; Staff finds that the proposed exemption plat is in compliance with all standards of Title 13, Subdivision Regulations, and Title 12, Zoning Regulations, Vail Town Code. The location of the building envelope is consistent with other building envelopes approved within this SDD, and with the setback standards in the underlying Residential Cluster zone district. At this time, the applicant has not fully designed the home that will be constructed on this lot, but preliminary designs have been developed. 3. The extent to which the proposed subdivision presents a harmonious, convenient, workable relationship among land uses consistent with municipal development objectives; Staff finds the proposed exemption plat presents a harmonious, convenient, workable relationship among land uses that is consistent with municipal development objectives. Staff has reviewed the location of the building envelope to ensure that the proposed envelope change will have no negative impacts on views, light, access, existing vegetation, slopes, or other impacts to adjacent lots. 4. The extent of the effects on the future development of the surrounding area; Staff finds the proposed exemption plat will have no negative impacts on the future development of the surrounding area. The existing lots nearest to Lot C (Lots A and B) are both developed with single family homes. The proposed changes to the building envelope will have no impacts on the future development of the subdivision or any of the individual lots within the subdivision or the neighborhood. 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; As this application is for a modification to an existing platted envelope within a developed subdivision, staff finds the proposed exemption plat will not cause any inefficiency in the delivery of public services and will not require duplication or premature extension of public services, and will not result in a leapfrog pattern of development. This is due to the fact that the subdivision is platted and partially developed. No changes are proposed to the location of roads, utilities, easements or other changes that impact the delivery of public services. Town of Vail Page 5 The proposed building envelope has been reviewed by the Town Engineer. No concerns have been raised with the location of the building envelope or with the anticipated location of the curb cut for the driveway. 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; Staff finds the utility lines are sized to serve a complete build -out of the site, and which are not impacted by this building envelope modification. 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; Staff finds that the proposed exemption plat provides for the growth of an orderly viable community and serves the best interests of the community as a whole by allowing flexibility in the siting of the home to provide efficient design. This application will maintain views from adjacent properties, and preserve a significant stand of vegetation in the location of the current building envelope, which is in the best interest of the community as a whole. 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; Staff finds the proposed exemption plat will not result in any adverse impacts on the natural environment, including, but not limited to, water quality, air quality, noise, vegetation, riparian corridors, hillsides and other desirable natural features. The revised location of the building envelope will preserve existing vegetation and allow development in areas with less vegetation. 9. Such other factors and criteria as the commission and/or council deem applicable to the proposed subdivision. VI. STAFF RECOMMENDATION The Community Development Department recommends the Planning and Environmental Commission approves, with conditions, the request for review of the final plat, pursuant to Title 12, Chapter 13, Exemption Plat Review Procedures, to allow for an adjustment to the location of the platted building envelope for Lot C, Valley Subdivision Phase V, located at 1521 Buffehr Creek Road (PEC17-0030). This recommendation is based upon the review of the criteria in Section V of this memorandum and the evidence and testimony presented. Town of Vail Page 6 Should the Planning and Environmental Commission choose to approve this plat amendment, the Community Development Department recommends the Commission pass the following motion: "Based on the evidence and testimony presented at this hearing and the review criteria in Section V of the staff memorandum, the Planning and Environmental Commission hereby approves, with conditions, a request for a final plat, pursuant to Section 13-12-3 Plat Procedures and Criteria for Review, Vail Town Code, to allow for an adjustment to the location of the platted building envelope for Lot C, Valley Subdivision Phase V located at 1521 Buffehr Creek Road, and setting forth details in regard thereto. (PEC17- 0030) Conditions.- 1. onditions: 1. Prior to recording the final plat with the Eagle County Clerk and Recorder, the Applicant shall add a note to the plat stating "The sole purpose of this plat is to modify the location of the building envelope for Lot C." 2. Prior to recording the final plat with the Eagle County Clerk and Recorder, the Applicant shall add a note to the plat stating "Portions of Lot C are within Geologically Sensitive Areas, including steep slopes and rock fall areas, as determined by the Vail Town Code, Title 12, Chapter 21." Should the Planning and Environmental Commission choose to approve this plat amendment, the Community Development Department recommends the Commission pass the following findings: " Based upon the review of the criteria outlined in Section V of the staff memorandum to the Planning and Environmental Commission dated August 14, 2017, and the evidence and testimony presented, the Planning and Environmental Commission finds.- 1. inds: 1. That the subdivision is in compliance with the criteria listed in Section 13-3-4 A, 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; and 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 Town of Vail Page 7 established character as a resort and residential community of the highest quality. " VII. ATTACHMENTS A. Vicinity Map B. Applicant Narrative C. Amended Envelope Plat, Lot C, The Valley Phase V, A Resubdivision of Lots 3 and 4, Block 7, Town of Vail, Eagle County, State of Colorado Town of Vail Page 8 11 AAO ATTACHMENT B - APPLICANT NARRATIVE "-)architects,inc Re: SDD #34, Lot C 1521 Buffehr Creek Road June 20, 2017 Overview: The subject property, Lot C of SDD #34, was originally part of an SDD created in 1972 with an underlying RC Zoning. In 1997 the SDD was modified to create 3 single family building sites as shown. This SDD only permitted one access from Buffher Creek Road. In this request the applicant would like to move the building envelope as it is now defined and create a second access point from Buffher Creek Road. The applicant believes that permitting a new access point would not have any negative impact on Buffher Creek Road. (Public Works has expressed preliminary approval) and would relieve congestion and parking issues for the existing two homes on Lots A and B. Furthermore, the relocation of the building envelope would permit the future construction to occur in an open area rather than a relatively dense grove of mature trees. Process: For this project as envisioned, we are requesting three changes to the SDD, each of which requires a different submittal procedure in the Town of Vail. But since they are all related we would like to submit the following as an overview and narrative for all the requests. Minor Amendment to the SDD: to address the additional road access from Buffher Creek Road, as well as minor modifications to the existing access and utility easements and to align the SDD with the current code requirements on retaining walls Exemption Plat: to relocate the building envelope Variance: from the 40% slope restriction on the underlying RC zoning. Please note that all of Lot C is over 40% and this would be required for any construction anywhere on this property 1. Minor Amendment: A new road cut for site access.- Section ccess: Section 7 SDD No. 34. 3 Amend the Single Curb Cut. 137 main street, ste G004 po box 5055 edwards, Co 81632 970.926.2622 www.rkdarch.com Currently, the permitted access for Lot C is via easement through Lot B. This route would cause loss of parking on Lot B, requiring major excavation and loss of existing tree cover. Alternatively, access could be gained directly from the bottom of the existing shared driveway. However, this route would also result in significant loss of existing tree cover. The proposed road cut would allow access onto Lot C without damage to the vast majority of mature trees on the site and would relieve parking issues. Please see Attached topographic survey (4080.1 Topo C) from Peak Land Consultants, Inc. dated 5/4/17 for tree locations. Access and Utility Easement as indicated on the plat.- See lat: See attached Exhibit A which maintains the utility easement to benefit Lots A, B and C but updates the easement to correspond with the proposed access. Update the SDD to align with current codes regarding retaining walls.- Section alls: Section 7 SDD No. 34. 7 Amend the Retaining Walls to align with current guidelines. Currently Section 7 states "All Retaining walls on-site shall conform to existing Vail Town Code requirements. No retaining wall shall exceed 3' in the first 20' from the front property line on these lots." Add-- unless related to access to a structure constructed on excessive slopes (in excess of 30 percent). Note this a direct quote from 14-6-7 retaining walls of the Vail Town Code. Also note that at the time of the SDD the existing Town of Vail retaining wall on the Northwest (uphill) side had not been constructed. 2. Exemption Plat: A relocated building envelope.- We nvelope: We request a relocation of the building envelope to the east to correspond to the road cut access area. As shown on the attached topographic survey (4080.1 Topo C) from Peak Land Consultants, Inc. dated 5/4/17. A relocated building envelope would leave untouched most of the mature trees on Lot C. The proposed building envelope shown in Exhibit A shows a building envelope slightly smaller (14.2 square feet) than the existing envelope. The proposed building envelope is similar to the existing envelope in size but a portion of the envelope extends to the front property line to provide for garage and access. The east line is set 15' from the east property line to match underlying RC zoning. 137 main street, ste G004 po box 5055 edwards, co 81632 970.926.2622 www.rkdarch.com 3. Variance: Permission to build on a slope greater than 40%: This variance matches the other two structures in the SDD and most of the existing structures on the uphill side of Buffehr Creek Road. This does not constitute a special privilege. All of Lot C has a slope greater than 40%, thus this allowance would be required for any building on this site. Adjacent Lots B and A are also greater than 40%, so this allowance is in keeping with neighboring sites. There is no effect on light, air, distribution of population, transportation, traffic, public facilities, utilities or public safety as a result of granting a variance to the 40% maximum slope. This does not constitute a special privilege as it matches the other structures built in the SDD. The exceptional circumstance is that all of Lot C is more than 40%; this does not occur in most other RC zone districts. Public Benefits The surrounding neighborhood along Buffehr Creek Road, also known as "The Valley" after the original townhome project, is characterized as a narrow alpine valley with significant stands of mature aspen trees. Lot C contains a large number of mature aspens on the western half of the site, while the eastern half has many fewer aspens and more sage and scrub oak coverage. By moving the access and building envelope to the eastern half, we can leave undisturbed most of the mature aspens. New landscaping and replanting around the new building area will allow a more natural transition from the mature aspen stand to the sage and scrub oak hillside. With significant numbers of wildlife living in the area, leaving areas of natural vegetation and tree cover between houses may reduce impacts on wildlife. In sum, moving the access and building envelope to the eastern portion of Lot C will result in a smaller amount of impact to the character of the surrounding neighborhood in comparison to the existing condition. 137 main street, ste G004 po box 5055 edwards, co 81632 970.926.2622 www.rkdarch.com 1I, 54g=E orc �n v m F z£ orc x v m F z E - n��ax¢�mmz 46 TOWN OF VA10 VAI L TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: August 14, 2017 ITEM/TOPIC: A request for the review of an Exemption Plat, pursuant to Section 13-12-3, Plat Procedure and Criteria for Review, Vail Town Code, to allow for the removal of a plat note limiting gross residential floor area (G RFA) to less than that allowed by the underlying Single -Family Residential (SFR) District for Parcel B, Block 7, Vail Village Filing 1, located at 307 Rockledge Road, and setting forth details in regard thereto. (PEC17-0034) ATTACHMENTS: File Name PEC17- 0034_307_Rockledge_Exemption_Plat Memo.pdf Attachment A_-_Vicinity_Map.pdf Attachment—B-- -Project—Narrative—and—Responses to ttachment_B_- _Project_Narrativeand_Responsesto Criteria.pdf Attachment C_-_Exemption_Plat.pdf Description Staff Memorandum Attachment A - Vicinity Map Attachment B - Project Narrative with Responses to Criteria Attachment C - Exemption Plat TOWN OF VAIL � Memorandum TO: Planning and Environmental Commission FROM: Community Development Department DATE: August 14, 2017 SUBJECT: A request for the review of an Exemption Plat, pursuant to Section 13-12-3, Plat Procedures and Criteria for Review, Vail Town Code, to allow for the removal of a plat note limiting gross residential floor area (GRFA) to less than that allowed by the underlying Single -Family Residential (SFR) District for Parcel B, Block 7, Vail Village Filing 1, located at 307 Rockledge Road, and setting forth details in regard thereto. (PEC17-0034) Applicant: 307 Rockledge LLC, represented by Mauriello Planning Group Planner: Matt Panfil I. SUMMARY The applicant, 307 Rockledge LLC, represented by Mauriello Planning Group, is requesting final review of an exemption plat application, pursuant to Section 13-12-3, Plat Procedures and Criteria for Review, Vail Town Code, to allow for the removal of a plat note limiting gross residential floor area (GRFA) to less than that allowed by the underlying Single -Family Residential (SFR) District for Parcel B, Block 7, Vail Village Filing 1, located at 307 Rockledge Road. 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 the Planning and Environmental Commission (PEC) approve the exemption plat application, subject to the findings noted in Section VIII of this memorandum. II. DESCRIPTION OF REQUEST The applicant, 307 Rockledge LLC, represented by Mauriello Planning Group, is requesting the removal of a plat note for the subject property at 307 Rockledge Road. As a result of a resubdivision of Lots 14 and 17, Block 7, Vail Village Filing 1 that was approved and recorded in 1987, the existing plat for 307 Rockledge Road has a note that establishes a maximum allowable GRFA for Parcel B, as well as Parcel A to the west and Parcel C to the east. The existing maximum allowable GRFA for the subject property is 3,000 square feet per the plat note. There are no other proposed changes or development plans associated with this request. A vicinity map (Attachment A) and the applicant's project narrative and responses to criteria (Attachment B) are included for review. BACKGROUND Prior to 1987, the subject property, along with the adjacent properties to the east (267 Rockledge Road) and west (327 Rockledge Road) were combined as two separate development lots, Lots 14 and 17, Vail Village Filing 1 (see below). rano 5 BA • 55 F 207 FW � j`k iCi •w RCAF, S wE=' "• !'� N 1 } ILOT !7 H _ �- ifTiLr+. C45EYEN+ PARCE0 141 L A -- 5 79•]3'F •• Ig. �. • o[ tlra,ks ROCkLEbcE Vail Village Filing 1. Block 7. Lo ORANGE: LOT _ RED: LOT 17 tf.• 5V { SO } N A6 a3• F , Sf' •,Y AC.• �9 I��iT O V w MNi i� s'i • '-ADANUUNEV LUT LINE pi p 1 - UTILITY FnSF LENT — ! N89•al •[b•[ 11 15• e x PARCEL BG a szro Ac mLOTe ! upA•Sa M' -w 'L •.3.72 PARCEL C fin. N12•I}>0 w � O 3168 +[ a _ kC' 14 W 13 OS [ary y•,,,r4s ,ko Atd'�S eaxr[s+ L • 5f-33 — ROA D b Iss-9s r9•r] a' 19'01 PLtT =2032T- L•211316 EM=NL9'56'Si w [:M r N 76•G2 5 'N I C. 69' 4% w, k0.5 20.31• 202 2 1". At the time, both Lots 14 and 17 were located within the Two -Family Primary / Secondary Residential (PS) District. Each lot contained a single-family residence. By right, the lots were permitted up to two (2) dwelling units each, for a total of four (4) dwelling units. Based on the GRFA calculations in place at the time, the maximum allowable GRFA of Lots 14 and 17 combined was 8,755 square feet. In late 1986, the owner of Lots 14 and 17 submitted concurrent applications for a resubdivision of Lots 14 and 17 into three parcels (Parcel A, Parcel B, and Parcel C) and the rezoning of the subsequently created Parcels B and C from Two -Family Primary / Secondary Residential (PS) to Single -Family Residential (SFR). Both requests received approval. A Resubdivision of Lots 14 and 17 Block 7, Vail Village, First Filing was recorded on February 19, 1987 by the Eagle County Clerk and Recorder. Ordinance No. 2, Series of 1987, rezoning Parcels B and C to Single -Family Residential (SFR) was approved by the Vail Town Council on February 3, 1987. The new Parcels B is highlighted below: Town of Vail Page 2 The resubdivision of Lots 14 and 17 decreased the size of the previously existing Lot 17 while still maintaining the minimum area and site dimension standards for a Two -Family Primary / Secondary Residential (PS) lot. Lot 14, in combination with a piece of Lot 17, was then subdivided into Parcels B and C while still maintaining the minimum area and site dimension standards for Single -Family Residential (SFR) lots. The planning staff and the PEC supported the resubdivision as it did not result in an increased density in regards to the maximum allowable dwellings units in the area. As previously mentioned, with two (2) Two -Family Primary / Secondary Residential (PS) lots there was a maximum potential for four (4) dwelling units. The resubdivision into one (1) Two -Family Primary / Secondary Residential (PS) lot and two (2) Single -Family Residential lots maintained a maximum potential density of four (4) dwelling units. However, in regards to GRFA, planning staff and the PEC expressed concern that due to the way the GRFA regulations function as a graduated scale, the creation of one Two -Family Primary / Secondary Residential (PS) lot and two (2) Single -Family Residential lots would result in an increased amount of total GRFA available over the 8,755 square feet that was the maximum combined allowable GRFA when the sites were simply made up of two (2) Two -Family Primary / Secondary Residential lots. In order to address this issue, the resubdivision application was approved with the condition that the same 8,755 total GRFA allowed for the previously existing Lots 14 and 17 be applied to the newly established Parcels A, B, and C. This GRFA restriction was designated on the resubdivision plat and allocated to each parcel in the following: Parcel A: FOREST ROAR i 50 ) IIr[-n'_ ri Parcel C: 2,005 square feet (22.90% of GRFA) 5 88.55E 202 84' .. scA. �s 14eaz 45[r riy n[ae 1 s Ia Ctr t94 �p BBi xa 7}' �ABaN OBkCf--COf i,N[ Ur1,,IV {R`A Yr Nr ` 7 a m LOT 17 f r N ppp PARCELA PA ; /Pt��CEL 8 L,,, K llr It ITV EASE Mf HS RC EaC 2T0 AC s ry. 9a 3�3Q"E D•04.14M" 3 ;` f �iNaa92' PARCELC ARCEL. •ass cre.hcs =NCr9 H 718e a[ C K ZO JJ a m7Ia p8' rs rra 1.r 5 7 REIN IN L • 15r 53" �O Iq �(' A CHI Na?77-Bal w ❑ (30') r� 612 05' e• I7•r3• L,L • 203 14 CM -14691H69.7CSi w CN H 70'02.5 W r e+ • e49. *1"011, $pA }I ?02.21' IMFAS1 The resubdivision of Lots 14 and 17 decreased the size of the previously existing Lot 17 while still maintaining the minimum area and site dimension standards for a Two -Family Primary / Secondary Residential (PS) lot. Lot 14, in combination with a piece of Lot 17, was then subdivided into Parcels B and C while still maintaining the minimum area and site dimension standards for Single -Family Residential (SFR) lots. The planning staff and the PEC supported the resubdivision as it did not result in an increased density in regards to the maximum allowable dwellings units in the area. As previously mentioned, with two (2) Two -Family Primary / Secondary Residential (PS) lots there was a maximum potential for four (4) dwelling units. The resubdivision into one (1) Two -Family Primary / Secondary Residential (PS) lot and two (2) Single -Family Residential lots maintained a maximum potential density of four (4) dwelling units. However, in regards to GRFA, planning staff and the PEC expressed concern that due to the way the GRFA regulations function as a graduated scale, the creation of one Two -Family Primary / Secondary Residential (PS) lot and two (2) Single -Family Residential lots would result in an increased amount of total GRFA available over the 8,755 square feet that was the maximum combined allowable GRFA when the sites were simply made up of two (2) Two -Family Primary / Secondary Residential lots. In order to address this issue, the resubdivision application was approved with the condition that the same 8,755 total GRFA allowed for the previously existing Lots 14 and 17 be applied to the newly established Parcels A, B, and C. This GRFA restriction was designated on the resubdivision plat and allocated to each parcel in the following: Parcel A: 3,750 square feet (42.83% of GRFA) Parcel B: 3,000 square feet (34.27% of GRFA) Parcel C: 2,005 square feet (22.90% of GRFA) By establishing the maximum allowable GRFA for the three (3) new parcels based on the GRFA allowed for the previously existing (2) parcels, the proposed applications did not result in an overall gain in dwelling units or GRFA. The effective density and GRFA Town of Vail Page 3 of development of the property did not change, rather the configuration in which the area could be developed changed. However, it is unclear how the existing single-family residence on Parcel B was subsequently constructed with a GRFA greater than that permitted by the plat note. As the Town's methods for calculating GRFA have changed since 1987, per Title 12, Chapter 6, Article B, Subsection 8, Density Control, the maximum GRFA that would be allowed for the property based on its lot area is 4,551.7 square feet; more than 1,500 square feet greater than currently allowed by the plat note. It is worth noting that the applicant has requested to be allowed said maximum amount of GRFA based on underlying zoning. An alternative request available to the applicant was to apply the logic used in 1987 to today's means of calculating GRFA. The logic applied in 1987 was that provided there was no gain in dwelling units, the GRFA would be calculated as if Lots 14 and 17 still existed as Two -Family Primary / Secondary (PS) lots and then the GRFA would be allocated to Parcels A, B, and C. If this logic were applied, Parcel B would be allowed up to 5,045.3 square feet of GRFA; more than 2,000 square feet greater than currently allowed by the plat note and more than 500 square feet greater than would be allowed by the underlying Single -Family Residential (SFR) zoning. Allowing for the maximum GRFA permitted by the Single -Family Residential (SFR) is consistent with the original intent of the plat note; to not allow the parcels more GRFA than otherwise would be allowed by the underlying zone district. 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 Chapter 6, Article B, Single -Family Residential (SFR) District (in part) 12-68-8: DENSITY CONTROL.- A. ONTROL: A. Dwelling Units: Not more than one dwelling unit shall be permitted on each site. B. Gross Residential Floor Area.- The rea: The following gross residential floor area (GRFA) shall be permitted on each site.- a. ite: a. Not more than forty (40) square feet of gross residential floor area (GRFA) for each one hundred (100) square feet of the first ten thousand (10, 000) square feet of site area, plus Town of Vail Page 4 b. Thirteen (13) square feet of gross residential floor area (GRFA) for each one hundred (100) square feet of site area in excess of ten thousand (10, 000) square feet. Title 13 — Subdivision Regulations, Vail Town Code Chapter 3, Major Subdivisions (in part) 13-3-4: COMMISSION REVIEW OF APPLICATION; CRITERIA AND NECESSARY FINDINGS 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 Town of Vail Page 5 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 9. Such other factors and criteria as the commission and/or council deem applicable to the proposed subdivision. B. Necessary Findings: 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 12, Exemption Plat Review Procedures 13-12-1: PURPOSE AND INTENT. The purpose of this chapter is to establish criteria and an appropriate review process whereby the planning and environmental commission may grant exemptions from the definition of the term "subdivision" for properties that are determined to fall outside the purpose, purview and intent of chapters 3 and 4 of this title. This process is intended to allow for the platting of property where no additional parcels are created and conformance with applicable provisions of this code has been demonstrated. 13-12-2: EXEMPTIONS IN PROCEDURE AND SUBMITTALS.- "Exemption UBMITTALS: "Exemption plats, "as defined in section 13-2-2 of this title, shall be exempt from requirements related to preliminary plan procedures and submittals. Exemption plat applicants may be required to submit an environmental impact report if required by title 12, chapter 12, of this code. 13-12-3: PLAT PROCEDURE AND CRITERIA FOR REVIEW." Town of Vail Page 6 The procedure for an exemption plat review shall be as follows: A. Submission Of Proposal, Waiver Of Requirements: The applicant The applicant shall submit two (2) copies of the proposal following the requirements for a final plat in subsection 13-3-68 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. Public Hearing: The administrator will schedule a public hearing before the planning and environmental commission and follow notification requirements for adjacent property owners and public notice for the hearing as found in subsection 13-3-681 of this title. 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 exemption plat application or the exemption plat application 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 the applicant. The criteria for reviewing the plat shall be as contained in section 13-3-4 of this title. D. Appeal: An appeal of the planning and environmental commission's decision by the town council, the applicant, or an "aggrieved or adversely affected person" shall follow the procedures outlined in subsection 13-3-5C of this title. 13-12-4: FILING AND RECORDING.- The ECORDING: The department of community development will record the plat and any related documents with the Eagle County clerk and recorder; however, no plat shall be recorded unless prior to the time of recording, the applicant provides the town with a certification from the Eagle County treasurer's office indicating that all ad valorem taxes applicable to such subdivided land, for years prior to that year in which approval is granted, have been paid. Fees for recording shall be paid by the applicant. The department of community development will retain one Mylar copy of the plat for their records. An exemption plat may not be recorded until applicable appeals periods have expired in accordance with the provisions of subsection 13-3- 5C of this title. V. ZONING AND SITE ANALYSIS Address: 307 Rockledge Road Legal Description: Parcel B, Block 7, Vail Village Filing 1 Existing Zoning: Single -Family Residential (SFR) District Town of Vail Page 7 Existing Land Use Designation: Low Density Residential Mapped Geological Hazards: Steep Slope > 40% View Corridor: None Development Allowed / Existing Proposed Change Standard Required Site Area 12,500 SF 14,244.12 SF No Change Front — 20' Front (S) — = 8' (Garage on Steep Slope) Setbacks Sides — 15' Side (E) — = 16' No Change Rear — 15' Side (W) — 5'* Rear (N) — 15.5' Flat Roof — 30' Building Height Sloping Roof— Unknown No Change 33' Density (DUs) Max. 1 1 DU No Change Density (GRFA) Max. 3000 SF 3,851 SF** Max. 4,551.74 SF +1,551.74 SF Site Coverage Max. 20% (2,848.82 SF) 19% (2,715 SF)*** No Change Landscaping Min. 60% (8,546.47 SF) 77% (10,932 SF)*** No Change Parking & Loading Min. 3 Spaces 4 Parking Spaces**** No Change * Approved via variance in 1987. **Based on GRFA calculations in place in Vail Town Code in 1987. *** Based on estimate from 1987 site plan. **** In combination with access easement with property to the west, 327 Rockledge Road VI. SURROUNDING LAND USES AND ZONING Existing Land Use: Zoning District: North: Low Density Residential Two -Family Primary/Secondary Residential (PS) South: Low Density Residential Two -Family Primary/Secondary Residential (PS) East: Low Density Residential Single -Family Residential (SFR) West: Low Density Residential Two -Family Primary/Secondary Residential (PS) VII. REVIEW CRITERIA Before acting on an exemption plat application, the Planning and Environmental Commission shall consider the following review criteria from Section 13-3-4, Commission Review of Application; Criteria and Necessary Findings, Vail Town Code, as required to be reviewed per Section 13-12-3-C, Review and Action on Plat, 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 Town of Vail Page 8 The proposed exemption plat 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. Specifically, the proposed exemption plat is consistent with Goals 1.12 and 5.1 of the Vail Land Use Plan. Both goals emphasize the need for additional residential growth to occur primarily in existing, platted areas. The exemption plat will allow for more GRFA, consistent with contemporary standards, to be built within an existing, platted parcel. Staff finds the proposed exemption plat 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 The proposed exemption plat is in compliance with all standards of Title 13, Subdivision Regulations, and Title 12, Zoning Regulations, Vail Town Code. The proposed exemption plat actually brings the subject property into compliance with Section 12-613-8, Density Control, Vail Town Code, by allowing the subject property the 4,551.7 square feet of GRFA permitted instead of being restricted to 3,000 square feet that was based on previously existing GRFA calculations. Staff finds the proposed exemption plat 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 The proposed exemption plat presents a harmonious, convenient, workable relationship among land uses and is consistent with municipal development objectives. While more GRFA is permitted than previously, the subject property is still subject to the same development standards in regards to setbacks, building height, site coverage, etc. Therefore, the additional allowable GRFA should have no negative impact on views, light, access, existing vegetation, or other impacts to adjacent lots. Also, as previously indicated in Item 1 above, the proposed exemption plat is consistent with the Town's development objectives of keeping additional residential growth within existing, platted parcels. Staff finds the proposed exemption plat meets this criterion. 4. The extent of the effects on the future development of the surrounding area; and Town of Vail Page 9 The proposed exemption plat will have no negative impact on the future development of the surrounding area. In fact, staff encourages the applicant to work with adjacent Parcels A and C to update their plat notes to reflect contemporary GRFA standards. Though staff cannot require such collaboration, the correction of the plat note for all parcels involved would provide more clarity to the Town and property owners as well as more orderly development of said parcels in the future. Staff finds the proposed exemption plat 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 The proposed exemption plat is for a modification to an existing, platted parcel and therefore it will not create a spatial pattern that causes inefficiencies in the delivery of public services, or require duplication or premature extension of public facilities, or results in a leapfrog patter of development. Staff finds the proposed exemption plat 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 The proposed exemption plat is for a modification to an existing, platted parcel already served by utility lines sized to serve a complete build -out of the site. Staff finds the proposed exemption plat 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 The proposed exemption plat allows for the updating of an existing, platted parcel to meet current GRFA standards. By allowing such an update to be consistent with current GRFA standards, the subject property is more attractive as it can be outfitted with additional space or redeveloped to its maximum allowable GRFA. Focusing redevelopment efforts on existing, platted parcels allows for orderly growth and is in the best interest of the community as a whole as it allows for an upgrade to the Town's housing stock. 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 Town of Vail Page 10 The proposed exemption plat will not result in any adverse impacts on the natural environment, including but not limited to, water quality, air quality, noise, vegetation, riparian corridors, hillsides and other desirable natural features. As previously mentioned in Item 3 above, the subject property is still subject to the same development standards associated with all properties located within the Single - Family Residential (SFR) District. While the exemption plat allows for more on-site GRFA, and additions or redevelopment of the property would be required to comply with the existing development standards. 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 evidence and testimony presented, the Community Development Department recommends the Planning and Environmental Commission approve the request for review of an exemption plat, pursuant to Title 12, Chapter 13, Exemption Plat Review Procedures, to allow for the removal of a plat note limiting gross residential floor area (GRFA) to less than that allowed by the underlying Single -Family Residential (SFR) District for Parcel B, Block 7, Vail Village Filing 1, located at 307 Rockledge Road, and setting forth details in regard thereto. Should the Planning and Environmental Commission choose to approve this exemption plat, the Community Development Department recommends the Commission pass the following motion: "The Planning and Environmental Commission approves the applicant's request for an exemption plat, pursuant to Title 12, Chapter 13, Exemption Plat Review Procedures to allow for the removal of a plat note limiting gross residential floor area (GRFA) to less than that allowed by the underlying Single -Family Residential (SFR) District for Parcel B, Block 7, Vail Village Filing 1, located at 307 Rockledge Road, and setting forth details in regard thereto. Should the Planning and Environmental Commission choose to approve this exemption plat, the Community Development Department recommends the Commission make the following findings: 'Based upon the review of the criteria outlined in Section Vll of the staff memorandum to the Planning and Environmental Commission dated August 14, 2017, and the evidence and testimony presented, the Planning and Environmental Commission finds.- Town inds: Town of Vail Page 11 That the subdivision is in compliance with the criteria listed in Section 13-3-4- A, Vail Town Code,- 2. ode, 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. Project Narrative and Applicant's responses to Review Criteria C. Exemption Plat, prepared by Peak Land Consultants, Inc., and dated July 6, 2017 Town of Vail Page 12 / 4 VM 1 ;1(1 Mauriello Planning Group July 13, 2017 Matt Panfil, Planner 75 S. Frontage Road Vail, CO 81657 RE: Exemption Plat for 307 Rockledge Road / Parcel B, a Resub of Lots 14 and 17, Vail Village 1st Filing Dear Matt, We are requesting an exemption plat for the property located at 307 Rockledge Road (Parcel No. 2101-071-15-023). I reviewed the staff reports and minutes for the 1986 approval which took two Primary/Secondary lots (14 and 17) and replatted those properties to allow for one Primary/Secondary parcel and two Single Family parcels. In essence, the approval allowed one duplex to be separated as two Single Family homes. The plat note regarding GRFA placed on the plat was intended to reflect the GRFA allowable under the zoning in effect at the time. In 2007, the Town of Vail undertook amendments to the GRFA requirements and calculations, modifying GRFA in the residential zone districts. However, due to the plat note on this property, Parcel B is noted as 3,000 sq. ft. of GRFA. We are now requesting to allow Parcel B, which is zoned SFR, to be allowed the GRFA as permitted by the current Town's Zoning Regulations. Under SFR zoning, Parcel B is allowed 4,549 sq. ft. of GRFA. This is actually about 1,000 sq. ft. less than it would be allowed under P/S zoning (the previous zoning of the property.) This proposed exemption plat would eliminate any plat notes on GRFA and will allow the zoning on the property, which is SFR, to control the GRFA. Section 13-12-3 provides the criteria for review for an Exemption Plat, referring to the criteria for a Major Subdivision outlined in Section 13-3-4. These criteria, because they apply to major subdivisions, are difficult to apply to this particular exemption plat, which is only to remove a plat note regarding GRFA to the calculation as allowed by the Zoning Regulations in 1986. The criteria are provided below, along with our analysis of the proposed exemption plat: Mauriello Planning Groul 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 Applicant Analysis: The Vail Land Use Plan designates this property as "Low Density Residential" which is defined as: This category includes single-family detached homes and two family dwelling units. Density of development within this category would typically not exceed 3 structures per buildable acres. Also within this area would be private recreation facilities such as tennis courts, swimming pools and club houses for the use of residents of the area. Institutional/ public uses permitted would include churches, fire stations, and parks and open space related facilities. (pg. 24) Furthermore, the Vail Land Use Plan provides the following goals which are applicable to this proposed exemption plat: 1.3. The quality of development should be maintained and upgraded whenever possible. 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. The proposed exemption plat is consistent with the land use designation and the goals of the Vail Land Use Plan, and is compatible with the development objectives of the Town. 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 Applicant Analysis: The exemption plat allows the property to be governed by the Zoning Regulations, specifically Section 12-613-8: Density Control of the SFR zone district. It removes a plat note that was based on the GRFA calculations in place in 1986. As a result, the proposed exemption plat complies with all standards of the Title 12, Zoning Regulations. 3. The extent to which the proposed subdivision presents a harmonious, convenient, workable relationship among land uses consistent with municipal development objectives; and Applicant Analysis: By using the zoning of the property, SFR, to determine GRFA, this proposed exemption plat is consistent with the purpose statement of the zone district which states: 12-68-1: PURPOSE: The single-family residential district is intended to provide sites for low density single- family residential uses, together with such public facilities as may be appropriately located in the some zone district. The single-family residential district is intended to ensure adequate light, air, privacy and open space for each dwelling, commensurate with single-family occupancy, and to maintain the desirable residential qualities of such sites by establishing appropriate site development standards. Using the zoning to determine GRFA is consistent with minimal objectives. As a result, the proposed exemption plat creates a more convenient and workable relationship among land uses. 4. The extent of the effects on the future development of the surrounding area; and Applicant Analysis: The proposed exemption plat allows for this property to take advantage of the recent changes to the calculation of GRFA, in the same manner that all surrounding properties are now able to. As a result, there are no effects on the future development of the surrounding area. S. 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 Applicant Analysis: The proposed exemption plat does not create a development pattern which would cause inefficiencies in public services. This criterion is not applicable to this exemption plat. 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 Applicant Analysis: Utility lines are all sized appropriately for this neighborhood and the proposed exemption plat has no impact on existing utilities. 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 Applicant Analysis: The proposed exemption plat allows for an out -dated plat note on GRFA that was based on calculations from 1986 to be removed, and then allow for the current zoning standards to regulate GRFA. This creates a simpler process for all involved and creates equity among properties. As a result, this proposed exemption plat provides for the growth of an orderly, viable community and serves the best interest of the community. B. 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 Applicant Analysis: The proposed exemption plat has no impact on the natural environment. All other development regulations remain in place. 9. Such other factors and criteria as the commission and/or council deem applicable to the proposed subdivision. Applicant Analysis: We can provide any other addition information requested. As indicated in the analysis of each criteria, the proposed exemption plat is in compliance with the criteria for review of an Exemption Plat. Thank you for your time and consideration on this matter. Should you have any questions, please do not hesitate to contact me at 970.376.3318 or via email at dominic@mpgvail.com. Sincerely, OJL�� Dominic F. Mauriello, AICP Principal V Nl I HI E, M; Z13 05 f MH xq6;jIII.aabv� n Pill - d nwdffib o --.q mm 9II as 2 -.3w, 9.10 Ug,; n 00L9 M.SL.VLOOS .9.1-.P 8--s- Ir, X g I „W BE A -- — — — — — — — — — — — - L iff tl Hun i� P-1111" 16 3�3k, Wg 'Agglj8 gd q g.9 V o Pal as Z El z �WNh -Z z z If z Piin -4- co E, n Q 3 Ix 1 .0 i W d M :siva ap ssa ow S4 -Z Nap TOWN OF VAIO VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: August 14, 2017 ITEM/TOPIC: Ski and Snowboard Club Vail (SSCV) , represented by Braun Associates, Inc., is requesting a Public Hearing before the Town of Vail Planning & Environmental Commission (PEC) for the review of a conditional use permit, pursuant to Section 12-8E-3, Conditional Use, Vail Town Code, to allow for the redevelopment of the Ski and Snowboard Club Vail site with a private and public club and multi -family residential dwelling units, located at 598 Vail Valley Drive. This conditional use permit was previously approved by the PEC on October 27. 2014 and subsequently expired in 2016. No changes to the plans have been made with this request for a re -approval of the conditional use permit. (PEC17-0035) ATTACHMENTS: File Name Description PEC17-0035 Staff Memoradum.pdf Staff – – Memorandum Attachment Attachment_A._Vicinity_Map.pdf A. Vicinity Map Attachment Attachment B. Applicants_ Narrative July_2017.pdf B. Applicants – — — Narrative, July 2017 Attachment C. Ski and Snowboard Club Vail Attachment_C.—Ski_and_Snowboard_Club_Vail_Traffic_and_Parking_Management_Plan—October_2014.pdf Traffic and Parki ng Management Plan, October 2014 Attachment SSCV Part 1.pdf D. SSCV _Plan _Set – – Plan Set Part 1 Attachment SSCV Part 2.pdf D. SSCV _Plan _Set – – Plan Set Part 2 K) rowN of vain Memorandum TO: Planning and Environmental Commission FROM: Community Development Department DATE: August 14, 2017 SUBJECT: A request for the review of a a conditional use permit, pursuant to Section 12-8E-3, Conditional Use, Vail Town Code, to allow for the redevelopment of the Ski and Snowboard Vail Club Vail site with a private and public club and multi -family residential dwelling units, located at 598 Vail Valley Drive/Part of Tract B, Vail Village Filing 7, and setting forth details in regard thereto. (PEC17-0035) Applicant: Ski and Snowboard Club Vail, represented by Braun Associates, Inc. Planner: Jonathan Spence SUMMARY Ski and Snowboard Club Vail (SSCV) , represented by Braun Associates, Inc., is requesting a Public Hearing before the Town of Vail Planning & Environmental Commission (PEC) for the review of a conditional use permit, pursuant to Section 12- 8E-3, Conditional Use, Vail Town Code, to allow for the redevelopment of the Ski and Snowboard Club Vail site with a private and public club and multi -family residential dwelling units, located at 598 Vail Valley Drive. This conditional use permit was previously approved by the PEC on October 27. 2014 and subseauently expired in 2016. No chanaes to the glans have been made with this reauest for a re-acmroval of the conditional use permit This project is comprised of the following components: • Development Plan for new construction in the Ski Base/Recreation 2 (SBR2) District. (Still active, expires October 27, 2017) • Conditional Use Permit for a "Private and Public Club" in the SBR2 District. • A Minor Subdivision for the expansion of the SSCV parcel. (Approved) • An Amendment to District Boundaries (Rezoning) of that portion of the expanded parcel, formerly part of the Golden Peak Ski Base and Recreation District Parcel No. 1, from the Ski Base/Recreation (SBR) District to the SBR2 District. (Expired October 27, 2016. PEC17-0036 seeks re -approval) II. DESCRIPTION OF REQUEST Ski and Snowboard Club Vail (SSCV) are proposing to replace their existing clubhouse with a new facility to better meet the needs of their athletes. The existing facility, comprised of approximately 6,500 square feet, was originally constructed in the mid 1970's with a second floor added in the mid 1980's. The space constraints are considered to be severe and the general condition of the facility is poor. The new facility, to be located on the existing parcel enlarged through additional lands made available by Vail Resorts, totals 41,437 SF (gross) and is proposed to include the following: • Team Rooms (Locker Rooms, 2,500± SF) • Weight Room (1,000 SF) • Club Room (2,200 SF) • Meeting Rooms (1,000± SF) • Tech. Services (Ski and Board Tuning) • Coaches and Administrative Work Areas (Approximately 5,000 SF) • Two On-site Employee Housing Units (458 SF Studio and 613 SF One Bedroom. • Adequate Circulation and Misc. Space • 24 Space Below Grade Parking Garage • Two Residential Condominiums (9,996 SF in total) located on the upper two floors with private access. Considered the "Economic Engine" of the redevelopment. • A Snow -melted Access Drive to Improve Drop Off and Pick-up Operations. Additional elements of the proposal include a relocated recreation path to the rear of the facility, enhanced landscaping and a reconstructed, snow -melted sidewalk with pavers. Please see the applicant's narrative, proposed Traffic and Parking Management Plan and accompanying plan set, included as Attachments B, C and D. III. BACKGROUND The SSCV was founded in 1962 to provide youth in the community opportunities for character growth and excellence through athletics. It is widely recognized as one of the premier ski and snowboard clubs in the country and was recently named the U.S. Ski and Snowboard Association (USSA) Club of the Year. The club serves approximately 700 members in a variety of disciplines and is a registered 501(c)3 non-profit charitable organization. The existing SSCV structure was constructed in 1976 after the Planning and Environmental Commission approved a conditional use permit for a structure in the Agriculture and Open Space District. At the time, the PEC did not require any parking, stating that "additional parking in this location is not appropriate." At the time, Ski Club Vail served 75 users. Town of Vail Page 2 On March 24, 1986, the PEC granted a front setback variance to allow a drop off area that also encroached into the Vail Valley Drive street right-of-way. The proposal also included the addition of the second floor of the club facility. At the time, Ski Club Vail leased parking spaces from the Rams -Horn Condominium Association to alleviate the on-site parking shortage. In January, 1998, the Town of Vail, Vail Associates and Ski Club Vail drafted a memorandum of understanding (MOU) regarding parking management for the Golden Peak Ski Base area facilities. Under this MOU, the Town Manager agreed to discuss Ski Club Vail's parking situation with the Town Council. At their October 13, 1998 hearing, the Vail Town Council directed Ski Club Vail personnel to submit an application to fix the parking and drop-off issues on site. In November 1999, the PEC approved a variance request for expanded parking and drop-off in the right-of-way in anticipation of an approved development plan. On December 13, 1999, the PEC recommended approval to the Vail Town Council for a rezoning of the property to the SBR District from the Agriculture and Open Space District. Contingent upon the rezoning, the PEC also approved a development plan and a conditional use permit for a "quasi -public club." The proposed redevelopment scheme included a 24,000 square foot commercial building for use by SSCV that included encroachments onto the adjacent Vail Resorts property, with half of the building located on Vail Resorts property. The development plan added SSCV to the Golden Peak development site. On February 15, 2000, the Vail Town Council adopted Ordinance No. 2, Series of 2000, which rezoned the subject property from the Agriculture and Open Space District to the Ski Base/ Recreation District. The SSCV building was legally nonconforming in this district, and did not have the ability to expand under its existing zoning. According to the Staff memorandum dated February 1, 2000, "due to the encroachment onto Vail Associates' property, it is necessary to apply a consistent zoning among the parcels." A rezoning was implemented in anticipation of a redevelopment that never occurred. On March 6, 2012, the Vail Town Council adopted Ordinance No. 1, Series of 2012, which rezoned the subject property from the Ski Base/Recreation 1 (SBR1) District to the SBR2 District. The intent of the rezoning identified at that time was to facilitate the redevelopment of the parcel separate from the Golden Peak Development Site. The language in the SBR1 District is very specific to the Golden Peak Lodge, and does not accommodate the stand alone development of the SSCV facility as a mixed use building. Current Proposal Planning efforts for the current proposal were initiated three years ago and have included: Town of Vail Page 3 • The rezoning of the site from SBR1 to SBR2 in 2012 to facilitate the mixed- use project. (Completed 2012) • Coordination with Vail Resorts for additional site area and a proposal that will complement the Resorts on -mountain activities. (Ongoing) • Neighborhood outreach including community meetings and discussions with property owners and homeowner associations in the Golden Peak Neighborhood. (Ongoing) • Participation in neighborhood efforts to improved traffic conditions on Vail Valley Drive. (Ongoing) According to the Official Zoning Map of the Town of Vail, the SSCV parcel is located within the Ski Base/Recreation 2 (SBR2) District. As such, the development and operation of the proposed ski club is regulated by the provisions of the SBR2 District. Pursuant to the provisions of the SBR2 District, the development and operation of the ski club requires the approval and issuance of a Conditional Use Permit and the adoption of an approved Development Plan. IV. APPLICABLE PLANNING DOCUMENTS Staff believes that following provisions of the Vail Land Use Plan, the Vail Village Master Plan and the Vail Town Code are relevant to the review of this proposal: Vail Land Use Plan (in part) 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). 2. Skier/Tourist Concerns 2.2 The ski area owner, the business community and the Town leaders should work together to improve facilities for day skiers. Chapter VI — Proposed Land Use (in part) SB Ski Base: Ski base areas are designated at the main mountain portals found Town of Vail Page 4 within the Town. Uses and activities for these areas are intended to encourage a safe, convenient and aesthetically -pleasing transition between the ski mountain and surrounding land use categories. The range of uses and activities appropriate in the Ski Base (SB) land use category may include skier and resort services, ski lifts, ski trails, base facilities, public restrooms, ticket sales, clubs, public plazas, open spaces, parking and loading/delivery facilities, and residential, retail, and restaurant uses. Vail Village Master Plan (in part) GOAL #1 ENCOURAGE HIGH QUALITY, REDEVELOPMENT WHILE PRESERVING UNIQUE ARCHITECTURAL SCALE OF THE VILLAGE IN ORDER TO SUSTAIN ITS SENSE OF COMMUNITY AND IDENTITY. Objective 1.2: Encourage the upgrading and redevelopment of residential and commercial facilities. Policy 1.2.1: Additional development may be allowed as identified by the Action Plan and as is consistent with the Vail Village Master Plan and Urban Design Guide Plan. Policy 1.4.2: The Town may grant flexibility in the interpretation and implementation of its regulations and design guidelines to help protect and maintain the existing character of Vail Village. GOAL #2 TO FOSTER A STRONG TOURIST INDUSTRYAND PROMOTE YEAR - AROUND ECONOMIC HEALTH AND VIABILITY FOR THE VILLAGE AND FOR THE COMMUNITY ASA WHOLE. Objective 2.1: Recognize the variety of land uses found in the 11 sub -areas throughout the Village and allow for development that is compatible with these established land use patterns. Objective 2.2: Recognize the importance of Vail Village as a mixed use center of activities for our guests, visitors and residents. Objective 2.3: Increase the number of residential units available for short term overnight accommodations. Policy 2.3.1: The development of short term accommodation units is strongly encouraged. Residential units that are developed above existing density levels are required to be designed or managed in a manner that makes them available for short term overnight rental. Objective 2.4: Encourage the development of a variety of new commercial activity where compatible with existing land uses. Town of Vail Page 5 Policy 2.4.1: Commercial infill development consistent with established horizontal zoning regulations shall be encouraged to provide activity generators, accessible greenspaces, public plazas, and streetscape improvements to the pedestrian network throughout the Village. Objective 2.5: Encourage the continued upgrading, renovation and maintenance of existing lodging and commercial facilities to better serve the needs of our guests. Policy 2.5.1: Recreation amenities, common areas, meeting facilities and other amenities shall be preserved and enhanced as a part of any redevelopment of lodging properties. LAND USE PLAN: There is a well-defined overall pattern of land use throughout the Village that establishes one of its more pleasant characteristics. The greatest variety and intensity of uses are found within the Village Core Area and along the pedestrian ways of East Meadow Drive. The mixed use character of these areas makes significant contributions to the vitality of the pedestrian experience in the Village. Land uses surrounding these areas are predominantly residential with a mixture of lodging, condominium, and low density residential development. Other land use designations in the Village include heavy service, public facility/parking, and ski base/recreation. Ski Base/Recreation: Located at the base of Vail Mountain in the Golden Peak area and immediately adjacent to Vail Village, this designation is intended to provide for the facilities and services inherent to the operation of a ski area. Uses and activities for these areas are intended to encourage a safe, convenient, and aesthetically -pleasing transition between the ski mountain and surrounding land use categories. The range of uses and activities appropriate in the Ski Base/Recreation land use category may include skier and resort services, ski lifts, ski trails, base facilities, public restrooms, ticket sales, clubs, public plazas, outdoor cultural/art events and sports venue, open spaces, parking and loading/delivery facilities, and residential, retail, and restaurant uses. Town of Vail Page 6 GOLDEN PEAK SKI BASE SUB -AREA (#10) x. ,'. rrhtiU V% ,lam r- _ 7i�� ` fyeui � ) � iOVRTt 11 •' I •L ,,• �\ VZ IN EAST'GOF 8 - _ CREEK EFt--- 7 GOLDEN PEAK The Golden Peak Ski Base Sub Area has traditionally served as a recreational activity center throughout the year. The Golden Peak Ski Base facility provides one of four access portals to Vail Mountain during the winter months, and accommodates a number of the Town's recreation programs during the summer. In 1983, Vail Associates received approval for the redevelopment of this facility and in 1988, completed the Children's Ski Center. The further redevelopment of this area will serve to reinforce its role as a major ski base and recreational activity center for the entire community. Development or redevelopment of this sub -area will attract additional traffic and population into this area and may have significant impacts upon portions of Sub -Areas 6 and 7. Title 12, Zoning Regulations, Vail Town Code (in part) Chapter 12-1: Title, Purpose and Applicability 12-1-2: Purpose: 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: 1. To provide for adequate light, air, sanitation, drainage, and public facilities. 2. To secure safety from fire, panic, flood, avalanche, accumulation of snow, Town of Vail Page 7 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. 6. To encourage a harmonious, convenient, workable relationship among land uses, consistent with municipal development objectives. 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. 10. To assure adequate open space, recreation opportunities, and other amenities and facilities conducive to desired living quarters. 11. To otherwise provide for the growth of an orderly and viable community. ARTICLE 12-8E. SKI BASE/RECREATION 2 (SBR2) DISTRICT (In Part) 12-8E-1: PURPOSE: The ski base/recreation 2 district is intended to provide sites for facilities, activities and uses necessary for and appurtenant to the operation of a ski mountain. A variety of other facilities, uses and activities, including, but not limited to, residential, public and semipublic uses and special community events typically associated with a vibrant resort community are also permitted within the zone district. The ski base/recreation 2 district is intended to ensure adequate light, air, open space and other amenities appropriate to permitted and conditional uses throughout the zone district. In order to achieve this objective and to ensure compatibility with adjacent land uses, all permitted uses, development and activity within the zone district shall be subject to approval of a comprehensive development plan in accordance with the provisions of this article. Furthermore, due to the likelihood of this district being located at the base of Vail Mountain, and upon some of the most critical and important lands to the future success and resort character of the town, development within this district shall be evaluated based upon its ability to meet the specific purposes of this title and to provide "compelling public benefits which further the public interests" that go beyond any economic benefits to the landowner. 12-8E-6: DEVELOPMENT PLAN- A. Development Plan Required: Prior to site preparation, building construction, or other improvements to land within the ski base/recreation 2 district, there shall be an approved development plan for said district or portion thereof. An approved development plan shall be the principal document in guiding the development, uses and activities of land within the zone district. A development plan shall be approved by the planning and environmental commission. Development standards including setbacks, site coverage, landscaping, density (GRFA) and parking shall be Town of Vail Page 8 determined by the planning and environmental commission as part of the approved development plan. This determination is to be made based on the proposed development plan's compliance with the design criteria outlined in section 12-8E-9 of this article. B. Application: An application for approval of a development plan may be filed by any owner of property within the ski base/recreation 2 district or his/her agent or authorized representative. The application shall be made on a form provided by the department of community development and shall include a legal description of the property, a list of names and mailing addresses of all adjacent property owners and written consent of owners of all property to be included in the development plan, or their agents or authorized representatives. The application shall be accompanied by submittal requirements outlined in subsection 12 -8E -8A of this article and a development plan as outlined in subsection C of this section. C. Contents: The development plan shall be comprised of materials submitted in accordance with subsection 12 -8E -8A of this article. The development plan shall contain all relevant material and information necessary to establish the parameters within which land in the district may be developed. The development plan may consist of, but not be limited to, the approved site plan, floor plans, building sections and elevations, vicinity plan, off street parking/loading plan, off site improvements plan, preliminary open space/landscape plan, densities and permitted, conditional and accessory uses. 12-8E-17: MITIGATION OF DEVELOPMENT IMPACTS: 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, loading/delivery, streetscape improvements, stream tract/bank improvements, public art improvements, parking, 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. V. SURROUNDING LAND USES AND ZONING Existing Use North: Multifamily South: Recreation East: Recreation West: Recreation Town of Vail Zonina District High Density Multiple Family Ski Base Recreation Ski Base Recreation Ski Base Recreation Page 9 VI. SITE ANALYSIS Existing Zoning: Ski Base/Recreation 2 District Existing Land Use Designation: Ski Base Mapped Geological Hazards: None Lot Area: Approximately 0.52 acres/ 22,828 square feet Development Standard Ski Base/Recreation 2 District Proposed Minimum Lot Size 10,000 square feet of 22,828 square feet of buildable area buildable area Minimum Setbacks Per the approved development plan Front -0' Side -4.5' west 1.5' east Rear- 0' for subterranean, 27' for above grade structure. Maximum Height 43 feet and per the Vail 42 feet Village Master Plan Maximum Dwelling 8 DU/ acre 2 DU units/acre (4DU on subject property) GRFA Per the approved 9,996 SF development plan Site coverage Per the approved 17,936 SF or 78% development plan Minimum Landscaping Per the approved 3,592 SF or 15.7 % development plan; Required Parking In accordance with 5 Surface Spaces Chapter 12-10 95% of required 24 Enclosed Spaces parking shall be within the building. As a parking requirement is not established for this use in the parking requirement schedule, (12- 10-10) the requirement is to be determined by the PEC. VII. REVIEW CRITERIA Conditional Use for a "Private and Public Club" in the SBR2 District Before acting on a conditional use permit application, the planning and environmental commission shall consider the following factors with respect to the proposed use: Town of Vail Page 10 1. Relationship and impact of the use on the development objectives of the Town. Staff Analysis: The proposed Conditional Use Permit to facilitate the construction and operation of the SSCV Clubhouse will improve the social and recreational opportunities for Vail citizens and guests in keeping with the Town of Vail's stated vision and mission: "Our Vision - To be the Premier International Mountain Resort Community. Our Mission - We will provide the citizens of Vail and our guests superior services, outstanding environmental stewardship and an abundance of recreational, cultural and educational opportunities." For almost forty years, SSCV has been an asset to the community and serves a critical role in the development of athletes of character. The club generates significant economic activity through its early season training program and numerous races and events. Staff finds this criterion to be met. 2. The effect of the use on light and air, distribution of population, transportation facilities, utilities, schools, parks and recreation facilities, and other public facilities needs. Staff Analysis: Based upon the scope of the applicant's proposal, Staff finds that the proposed Conditional Use Permit will have no significant negative impacts on the light and air, distribution of population, transportation facilities, utilities, schools, or other public facilities needs in comparison to existing conditions. Staff finds this criterion to be met. 3. Effect upon traffic with particular reference to congestion, automotive and pedestrian safety and convenience, traffic flow and control, access, maneuverability, and removal of snow from the street and parking areas. Staff Analysis: The Community Development and the Public Works Departments have performed a review of the provided traffic study and the proposed traffic and drop off plan. Recognizing the inherent constraints resulting from the location of the club and limited vehicle capacity on adjacent roadways, it appears that the SSCV has proposed a viable plan that should limit the adverse impacts related to vehicular access/athlete drop off. The Parking and Traffic Management Plan will ensure that the circulation system minimizes off site impacts. As provided for in the Plan, adverse impacts or deficiencies will necessitate action on the part of the club. Although the club has stated that the purpose of the redevelopment is to allow a decompression of activities that are currently constricted in the existing facility, growth in club membership may occur. The Parking and Traffic Management Plan is designed to be unaffected by enrollment by focusing on the performance of the club in addressing its off site impacts. Town of Vail Page 11 Staff finds this criterion to be met. 4. Effect upon the character of the area in which the proposed use is to be located, including the scale and bulk of the proposed use in relation to surrounding uses. Staff Analysis: The proposed use, "Private and Public Club," has been in existence since the mid 1970's. The new facility will result in a greater ability to move athletes from private vehicles, through the building and onto the ski slopes in a controlled manner. Although the structure comprises in excess of 20,000 square feet, it has been designed to downplay is mass and scale to neighboring properties and the general public. The proposal meets all of the requirements of the underlying SBR2 zone district and will result in a welcome architectural presence. Staff finds this criterion to be met. 5. Such other factors and criteria as the commission deems applicable to the proposed use. Staff Analysis: As new development of both residential and commercial spaces, the project is required to meet the requirements of Inclusionary Zoning and Commercial Linkage. The chart below captures the requirements based on the existing and proposed buildings: Inclusionary Zoning (12-24, Vail Town Code) Existing GRFA Proposed GRFA New Net GRFA Mitigation Rate Required Mitigation Required On - S ite Required Off - S ite 0 square feet 9,996 square feet 9,996 square feet of new GRFA square 10% feet 996 square feet 498 square feet 498 square feet Town of Vail Page 12 Commercial Linkage (12-23, Vail Town Code) Existing Square Feet 6,369 square feet Proposed Square Feet 20,177 square feet New Net Square Feet 13,808 square feet Health Club generates 0.96 employees / 1,000 square feet New Employees Generated Mitigation Rate Required Mitigation Required On - S ite Required Off - S ite Applicants Proposal Inclusionary Zoning Obligation of 996 SF On -Site: 548 SF Unit Remainder: 448 SF 13.26 20% of new employees generated new 2.65 employees `1119193 1.32 Commercial Linkage Obligation of 2.65 Employees On -Site: 613 SF Unit (equates to 1.75 employees) Remainder- .9 employees Mitigation of Remainder 1. Deed Restricting an 800 SF unit that will satisfy both remainders. Or 2. Fee -in -Lieu as follows: 448 SF X $320.90=$147,392.00 .9 employees X $177,773.00=$159,995.70 Total Fee -in -Lieu $307,387.70 Town of Vail Page 13 The applicant has proposed to meet the onsite requirement through two employee housing units located in the lowest level of the structure. The remaining housing responsibility will be handled either through a fee -in -lieu or through the purchase and subsequent restricting of a unit within the Town. As per the condition of approval, the applicant will be required to pay the fee in lieu at time of building permit issuance or will demonstrate alternative compliance, at that time. Staff finds this criterion to be met. 6. The environmental impact report concerning the proposed use, if an environmental impact report is required by Chapter 12 of this title. Staff Analysis: N/A An environmental impact report is not required for this project. VIII. STAFF RECOMMENDATION The Community Development Department recommends the Planning and Environmental Commission approves, with conditions, a conditional use permit, pursuant to Section 12-16, Conditional Use, Vail Town Code, to allow for the redevelopment of the Ski and Snowboard Club Vail site with a private and public club and multi -family residential dwelling units, located at 598 Vail Valley Drive/Part of Tract B, Vail Village Filing 7, and setting forth details in regard thereto. Staff's recommendation is based upon the review of the criteria described in Section VII of this memorandum and the evidence and testimony presented. Should the Planning and Environmental Commission choose to approve, with conditions, this request, the Community Development Department recommends the Commission pass the following motion: "The Planning and Environmental Commission approves, with conditions, a Conditional Use Permit, pursuant to 12-8E-3, Conditional Use, Vail Town Code, to allow for the redevelopment of the Ski and Snowboard Club Vail site with a private and public club and multi -family residential dwelling units, located at 598 Vail Valley Drive/Part of Tract 8, Vail Village Filing 7, and setting forth details in regard thereto with the following conditions.- 1. onditions: 1. This Conditional Use approval is contingent upon the applicant obtaining Town of Vail approval of an associated design review application(s). 2. The applicant shall mitigate the employee generation impact created by the new net development in accordance with the provisions of Chapters 12-23, Commercial Linkage and 12-24, Inclusionary Zoning, Vail Town Code and. If a mitigation option including a fee in lieu payment is chosen, the applicant shall make the required fee in lieu payment to the Town of Vail prior to the issuance of any building permit. As required by the Town Code, if the applicant chooses to mitigate any portion of the obligation through off site unit(s), these unit(s) shall be available for occupancy prior to the issuance of any Certificate of Town of Vail Page 14 Occupancy. 3. The applicant shall adhere to the Ski and Snowboard Club Vail Traffic and Parking Management Plan, October 2014, in all matters referenced unless amended per 12-16-10, Amendment Procedures, Vail Town Code. Should the Planning and Environmental Commission choose to approve this Conditional Use Permit request, the Community Development Department recommends the Commission makes the following findings: "Based upon the review of the criteria outlined in Sections Vlll of the Staff memorandum to the Planning and Environmental Commission dated August 14, 2017 and the evidence and testimony presented, the Planning and Environmental Commission finds.- 1. inds: 1. The Conditional Use Permit is in accordance with the purposes of the Zoning Regulations and the SBR -2 District; 2. The proposed Conditional Use Permit and the conditions under which it will be operated or maintained are not detrimental to the public health, safety, or welfare or materially injurious to properties or improvements in the vicinity; and, 3. The proposed Conditional Use Permit complies with the applicable provisions of Chapter 12-16, Conditional Use Permit, Vail Town Code." IX. ATTACHMENTS A. Vicinity Map B. Applicants Narrative, July 2017 C. Ski and Snowboard Club Vail Traffic and Parking Management Plan, October 2014 D. Project Plan Set, September 26, 2014, et al Town of Vail Page 15 REDEVELOPMENT OF SKI and SNOWBOARD CLUB VAIL CLUBHOUSE p Re -Zoning Conditional Use Permit July 2017 RE -DEVELOPMENT OF SKI and SNOWBOARD CLUB VAIL CLUBHOUSE Submitted on behalf of- Ski £ Ski and Snowboard Club Vail 598 Vail Valley Drive Vail, CO 81632 Submitted To: Town of Vail Department of Community Development 75 South Frontage Road Vail, CO 81632 Braun Associates, Inc. 225 Main Street, Suite G-2 Edwards, CO 81632 970 926-7575 July 2017 Table of Contents I. Introduction 1 II. Overview of SSCV and Project Background 3 III. Project Site Conditions 7 IV. Description of Project n V. Conformance with Applicable Review Criteria 16 VI. Appendix 22 1. Legal Description of land to be re -zoned 2. Traffic Analysis Letter Ski and Snowboard Club Vail Vail Club House Re -Development July 2017 I. INTRODUCTION The purpose of this report is to provide information on the proposed re -development of the Ski and Snowboard Club Vail (SSCV) Clubhouse. Information provided herein has been prepared in accordance with requirements of the Town of Vail development review process for re -zonings and Conditional Use Permits. The re -development of the Clubhouse involves the demolition of the existing Ski Club building and construction of a new building and related site improvements. The main features of the re -development include expanded Club space for SSCV, below grade parking, greatly enhanced drive aisle/drop-off facilities, two residential condominiums, and improved landscaping and related site improvements. Rezoning, subdivision, Development Plan and CUP applications were approved for this project in 2014. Each of these applications were unanimously approved by the PEC and Town Council (rezoning). While SSCV completed construction drawings and initiated the building permit review process with the Town, the project was not constructed and rezoning and CUP approvals lapsed in October of 2016. Development Plan and subdivision approvals remain valid today. Two development applications have been submitted to re-establish development approvals: Re -zoning of land added to the SSCV parcel, and Conditional Use Permit. With the exception of minor refinements to plans in response to comments/review by town staff, the plans submitted herein are the same as plans reviewed and approved in 2014. There have been no significant changes to the neighborhood or area surrounding the subject property and there have been no changes to any relevant element of the Town's Comprehensive Plan. As such, the proposed project that was deemed appropriate in 2014 remains appropriate today. A comprehensive explanation of the project and the proposals compliance with re -zoning and CUP review criteria are described in greater detail below. Information provided in this report is presented in the following six sections: I. Introduction II. Overview of SSCV and Project Background III. Project Site Conditions IV. Description of Project V. Conformance with Applicable Review Criteria Ski and Snowboard Club Vail Rezoning and CUP Applications Page 1 VI. Appendix 1. Legal Description of land to be re -zoned 2. Traffic Analysis Letter This application has been submitted on behalf of the Ski and Snowboard Club Vail and Vail Resorts. Vail Resorts is providing land that will be incorporated into the existing SSCV parcel in order to more effectively facilitate the proposed redevelopment. While the subdivision of this land has been reviewed and approved by the Town, the VR land has not yet been conveyed SSCV. As such, Vail Resorts has provided a letter authorizing SSCV to proceed through the Town's review process with these development applications. A site plan of the proposed redevelopment is found on the following page. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 2 r VIA �_� YUY� ya SLB F S $ Jf f €� � ��lr�l��ea�ii€� �� ���➢ �fi` � � � � I �qjuj 50 g rF H$ z B ao s � n gash S"ND g k h w e b b r5$ SNDWBOARD s r c it i r 9 c f p cw CLUB VAIL u Ski and Snowboard Club Vail Rezoning and CUP Applications Page 3 IL OVERVIEW of SSCV and PROJECT BACKGROUND Founded in 1962, the mission of the Club is to provide youth the opportunity for character growth and excellence through athletics. The Club is widely recognized as one of the premier ski and snowboard clubs in the Country and this past year was named the "USSR Club of the year" by the U.S. Ski and Snowboard Associations (USSR). Ski and Snowboard Club Vail serves approximately 600 members in a variety of alpine racing, free -skiing, freestyle, Nordic and snowboarding programs. The Club is a 501(c)3 non-profit charitable organization. The Club is also highly respected throughout the Valley as a leader in youth development. Originally a small club dedicated to ski racing, SSCV has evolved into one of our community's largest organizations dedicated to serving our youth. In doing so the influence of the Club has grown to include a wide range of topics, all of which make significant contributions to the Vail community. The Kids The Club has had unparalleled success in developing snow -sport athletes who have gone on to excel on an international stage. The most recognizable among these are Lindsey Vonn and Mikaela Shriffin, but not to be overlooked are the achievements of Toby Dawson, Chris Del Bosco, Sarah Schleper and many other athletes. Over the past few years many Club athletes have been named to the U.S. Ski Team, notable among them are a number of local, "home grown" athletes born and raised here in Eagle County. Athletic achievements are important; however the underlying purpose of the Club in serving our youth is to use athletics to instill the "3 C's" of courage, character and commitment, to help kids develop life lessons that will help them in the years to come. The Community The Club utilizes its staff, athletes and parents to volunteer in a variety of community events throughout the year. Most notable among these is the Birds of Prey at Beaver Creek. Each year the Club provides on average 4,000 hours of volunteer help to this event. The presence of Club volunteers is also found at the Community Fund Rummage Sale, the Copper Triangle and many other community events. The Vail Ski and Snowboard Academy In the fall of 2007 Ski and Snowboard Club Vail partnered with the Eagle County School District to establish the Vail Ski and Snowboard Academy. Located in Minturn at Maloit Park, the Academy is a fully accredited and certified public school with the goal of providing its students with a rigorous academic curriculum while supporting a world class training and competition schedule. From 31 students in its first year, the Academy has grown to over 175 students. Economic Impact The Club's programs and the visitors they draw to Vail generate significant economic activity throughout the community. Foremost among these is the early season training at Ski and Snowboard Club Vail Rezoning and CUP Applications Page 4 Golden Peak. Over the past few years Golden Peak has evolved into one of the world's premier early season race training facilities. Each fall for a five week period the Club typically hosts 20 ski clubs, 10 colleges and 20 national ski teams, most of which on average spend a week in Vail. The economic impact of this activity is enormous, particularly when occurring in November, a time of year that is historically very quiet. Throughout the ski season SSCV also hosts a number of races and other events. On average 40 race/event days are planned and many of them are multi -day events. The economic impact of these and other events is significant. Existing SSCV Facilities and Operations The Club currently operates from a 6,500SF building located at the base of Vail Mountain. This building was originally constructed in the mid -70's and a second floor was added in the mid -80's. In the 70's the Club was serving just over 100 athletes. Today approximately 600 athletes utilize the Clubhouse (note that nordic athletes do not typically use the Clubhouse). The space constraints within the existing facility are severe and the building is certainly showing its age. The need to expand and update the Clubhouse is acute. Creating a facility that meets the needs of Club athletes and coaches is the driving factor behind this redevelopment proposal. The existing Club building plays an important role in how SSCV operates at Vail Mountain. The building's primary purpose is to provide space for athletes and coaches to gather before and after race and training days. In essence, the building serves as the Club's portal to Vail Mountain. The building also provides space, albeit very limited, for athlete locker rooms, ski tuning, coaches work areas and other club -related uses. Each of these uses will be provided in the new build, although the space dedicated to these uses will be expanded significantly. Project Planning Going back as far as the 1990's, previous efforts have been made to redevelop the Clubhouse. The effort that has resulted in this development proposal was initiated three years ago. During this time SSCV has worked closely with a number of different players. Town of Vail In 2012 the Town of Vail approved re -zoning of the SSCV parcel to Ski Base/Recreation 2. This re -zoning has laid the groundwork for this effort by defining both development standards and a review process for the project. Vail Resorts SSCV has worked closely with Vail Resorts on the land to be conveyed to the Club and to also ensure that the design of the project is coordinated with VR's mountain operations. Neighborhood Outreach The Club has taken steps to engage the neighborhood over the past few years. A number of community open houses have been held and the Club has reached out Ski and Snowboard Club Vail Rezoning and CUP Applications Page 5 individually to numerous property owners and homeowner associations in the Golden Peak neighborhood. These efforts have resulted in a wide range of support for the project. Golden Peak Neighborhood Traffic Task Force The Club has been an active participate in neighborhood efforts to address traffic congestion on Vail Valley Drive. Working closely with the Town, Vail Resorts and other property owners, SSCV has initiated a variety of efforts to improve weekend athlete drop-off/pick-up. These efforts are described in greater detail below. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 6 III. PROJECT SITE CONDITIONS SSCV's existing parcel fronts directly on Vail Valley Drive and backs directly onto the snowfield that leads to Vail Mountain. Albeit small in size (.265 acres, or 11,543 SF), the parcel's relationship to Vail Mountain makes it ideally located for the Club's needs. Access to the parcel is provided via a one-way loop access drive. The drive functions in a counter -clockwise direction. This road and surface parking (on the east side of the project) are located on Vail Resorts property. SSCV has the right to use this land for parking and access via a license agreement with Vail Resorts. A survey of existing site conditions is found in the plan set that has been provided under separate cover. As a part of this re -development project the SSCV parcel will be increased in size by the conveyance of a .258 ac. (11,238 SF) parcel from Vail Resorts. This new land area essentially wraps three sides of the SSCV parcel. With the addition of this land the SSCV parcel will be .523 acres, or 22,828 SF. A vicinity map/site context diagram is below. Ski and Snowboard Club Vail Rezoning Request Town of Vail, Colorado Ski and Snowboard Club Vail Rezoning and CUP Applications Page 7 IV. DESCRIPTION OF PROJECT Originally four development applications were submitted for the project: Minor Subdivision Application — this application will subdivide +/-11,238SF of land from Vail Resorts adjoining Golden Peak parcel and incorporate it into the SSCV parcel. The Vail Resorts land essentially "wraps" the SSCV on three sides and will increase the size of the SSCV parcel to +/-22,828SF. Re -zoning gpplication — The Vail Resorts land to be incorporated into the SSCV parcel is currently zoned Ski Base/Recreation 1 (the zoning of the larger, +/-40 acre "Golden Peak" base area). This application will re -zone the land to be subdivided and incorporated into the SSCV parcel to Ski Base/Rec 2 so that the entire SSCV parcel has the same zoning. Development Permit Application — This application addresses design, development standards and other development review -related considerations of the proposed building. Conditional Use Permit — The Town has historically defined the use of SSCV to be a "public or private club". This use is a Conditional Use in the Ski Base/Recreation 2 zone district. This application evaluates the suitability of this use. Each of these four applications were unanimously approved by the PEC and Town Council (rezoning) in 2014. The Development Plan and subdivision approvals remain valid today. Approval of the rezoning and CUP are needed to re-establish development approvals. Below is a description of the proposed project. The project's conformance with applicable review criteria for rezoning and CUP applications is found in Section V. of this report. Proposed Building The primary purpose of this redevelopment is to upgrade SSCV facilities to better serve the Club's athletes. The current Club facility is woefully inadequate and extremely under -sized. The expansion is not intended to facilitate future growth of the Club, but rather for the building to "catch up" to the Club's current needs. The two residential condominiums on the upper levels of the building are the "economic engine" that will fund the re -development project. The current Clubhouse is approximately 6,500 square feet in size. Uses in the existing building include athlete rooms, administration and coach's offices, meeting rooms, a multi-purpose room, locker rooms, storage, weight room, ski tuning, circulation and Ski and Snowboard Club Vail Rezoning and CUP Applications Page 8 restrooms. The new Clubhouse essentially includes these same uses, albeit within +/- 20,750SF. A summary of the uses proposed in the new building include: Team Rooms The proposed building will provide nearly six times more space dedicated to athlete team rooms (locker rooms). Weight Room/Gvm Over 1,OOOSF of gym space will be provided for athlete warm-up and cool - downs. Club Room The Club Room serves two purposes - space for registration and meetings during races and other competitions and space for athletes to gather for lunch, etc. on training days. The new club room is 2,200SF, nearly three times the size of the existing room. The use of this space will be consistent with how it has been used in the past, albeit in a far more efficient and effective manner. Meeting Rooms The existing building has one small meeting room of approximately 180 SF. This room is typically used for staff/coaches meetings and athlete/coach meetings. One meeting room is woefully inadequate in satisfying the needs of the Club. A board room and a number of smaller meeting rooms will be provided in the new building. Ski/Board/Tech Services Space for athlete's equipment tuning and other tech services will more than double to approximately 1,200SF. Storage Athlete equipment and Club storage areas will more than triple in size to over 1,500 SF. A key benefit of this increased space is that race gates, netting and other race gear currently stored outside will now be stored inside the building. Coaches and Administrative Staff Work Areas The existing building has extremely limited work space for coaches and Club staff. These limitations are so extreme that many coaches literally do not have space to work while at the Club. The new building will remedy this situation with a number of new offices and shared workstations. Circulation and Misc Space Hallways, stairwells, restrooms, mechanical space, trash rooms, etc. will increase significantly. These uses are critical to how the building will function and comprise a significant amount of the proposed buildings total square footage. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 9 Employee Housing Units Two on-site employee housing units are proposed — a 458SF studio unit and a 613SF one -bedroom unit. Parking Garage The below grade parking garage will provide 24 parking spaces (including two accessible spaces) along with circulation and storage areas. Five of the 24 spaces will be allocated to the two residential condominiums; the remaining 19 spaces will be used by the Club. Residential Condominiums A total of 9,996SF of residential condominium space is located on the upper levels of the building. Two units are proposed. Each will have elevator access from the below grade garage and independent stair access from street level. Landscaping and Site Design The proposed redevelopment includes many significant site and landscape improvements. These include: Landscaping Significant enhancements to landscaping around the building and along Vail Valley Drive are proposed. Additional landscape materials will also be provided on the neighboring Manor Vail property. Surface Parkin The amount of surface parking will be reduced from 7 to 5 spaces. The existing asphalt parking lot will be replaced with a brick paver surface. Drive Aisle The drive aisle will be improved by widening and by installation of a snow -melt system. These changes are proposed to provide the facilities necessary to improve drop-off and pick-up operation (discussed in greater detail above). The entire drive aisle surface will be brick pavers. Trash The exiting "free-standing" trash area will be replaced with a new trash enclosure incorporated into the east end of the new building. Recreation Path The recreation path located behind the existing building will be re -located as a function of the re -development project. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 10 Development Standards For each of the standards listed below, Town Code stipulates that standards are to be "as per the approved development plan" and/or as determined by the PEC: Gross Residential Floor Area The two residential condominiums on the upper two floors of the building include +/-9,996 SF of GRFA. Setbacks Front — 26' from face of building, 0' from porte cochere Side — 4.5' on west, 1.5' on east Rear — 27' Site Coverage The footprint of the building (including the porte cochere) and portions of the building that are below grade total 17,936SF, or 78% of the site area. Landscaping Landscape area is +1-3,592 SF, or 15.7% of the total site area. Parking 5 surface spaces (via the License Agreement with Vail Resorts) will be maintained and 24 new enclosed spaces will be provided on the lowest level of the new building. The 29 proposed parking spaces will be allocated as follows: • 5 structured spaces will be assigned to the two condominiums • 24 spaces will be used by the Club (19 structured and 5 surface spaces) Further discussion of parking is provided below. The following development standards are prescriptive: Building Height Maximum allowable height is 43'. Main ridge of building is proposed to be 42'. The main dormer on north side of building is proposed to be at 42'. All other roof elements are below the maximum allowable height. Density .523 acres of total site area allow for up to 4 dwelling units (8 units per acre are permitted in SBR2). Two dwelling units are proposed. Snow Storage The drive aisle is +/-9,800 SF. 10% snow storage is required (note that the drive will be heated). 980 SF of snow storage is provided. Diagrams depicting building height, site coverage, setbacks, landscaping, and snow storage have been provided under separate cover. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 11 Traffic and Athlete Drop-off A traffic analysis letter addressing the proposed re -development has been prepared by Kimley-Horn and Associates, Inc. Given that the only new use proposed by the re- development of the Clubhouse is the introduction of two residential condominiums and two employee housing units, the focus the traffic analysis letter was on existing traffic conditions and methods for how the Club can improve athlete pick up and drop off to minimize impacts to Vail Valley Drive. Traffic counts were made at five locations along Vail Valley Drive during the a.m. (8:00- 9:30) and p.m. (2:30-4:00) peak periods on March 151h, 2014. This date was determined to be an "average" day at the Club with respect to the number of athletes training at Golden Peak. Key findings of these traffic counts include: • The destination of east bound traffic in the a.m. peak period was equally split between SSCV (26.4%), Golden Peak (24.6%), the Children's Ski Center (23.7%) and "other destinations" (25.3% - either surrounding residential development or pass-thru traffic). • "Other destinations" (34.4%, surrounding residential development or pass-thru traffic) was the predominant destination of east bound p.m. peak period traffic. SSCV was the lowest at 18.8%. • There was a total of 399 a.m. peak period trips, of which 84% was east bound and 16% was west bound. • SSCV generated a total of 107 trips in the a.m. peak hour, of which 17% arrived from the east and 83% from the west. • During the p.m. peak period, 51% of westbound traffic was generated by pass- thru traffic or surrounding residential development. • Vail Valley Drive has a design capacity of about 1,800 vehicles per hour. Traffic counts indicate 689 vehicles per hour, utilizing only 38% of available capacity. • Level of Service (LOS) at SSCV access points operates at LOS "A". Traffic operations, specifically morning and afternoon drop-off and pick-up, at SSCV were also evaluated. The following recommendations were provided and where relevant the Club's response to these recommendations is provided. • It was suggested that the Club reverse the flow of traffic to a clock -wise direction. The traffic analysis recommended not reversing flow for two reasons — this change would create a conflict between traffic entering and exiting the site (i.e. exiting traffic would "cross paths" with Club traffic on Vail Valley Drive, slowing down the flow of cars through Club drop-off), and athletes exiting a car from the passenger side of a car would be forced to cross in front of their vehicle, causing delays and creating a safety consideration. The Club is not proposing any change to the direction that traffic accesses the site. • Encouraging SSCV members to access the Club from the east (via Vail Valley Drive and the Golf Course Bridge). This past year the Club began a program to encourage members to access the Club from the east. • Assign staff to manage drop-off operations. Last year the Club implemented this program. Staff members direct traffic to ensure efficient use of available space, Ski and Snowboard Club Vail Rezoning and CUP Applications Page 12 prevent parents from leaving their cars during drop-off, help unload athlete gear, etc. • Provide additional space, ski racks, etc. for athletes to gather in front of the Club after being dropped off. Currently there is little room for athletes and their equipment once they are dropped off. The proposed plans for the Club include significantly more sidewalk/gathering area, ski racks and seating. • Provide mountain access more centrally located to the Club. The proposed building includes a new portal to the mountain in the center of the building. • Stagger start times of various club programs. The Club currently staggers start times to disperse the times athletes arrive at the Club and will continue to do so. Based on programs implemented by the Club over the course of the past few years, significant improvements have been made to drop-off and pick-up operations on weekend days (specifically Saturday). The Club is committed to continuing these programs. The proposed building and access drive were designed specifically to further improve the efficiency of drop-off operations. Foremost among these improvements are the expanded space for athletes to gather in front of the Club and the upgraded drive aisle. The proposed access drive will provide three 10'8" wide lanes over 160'. The new drive will be heated, meaning the full width of the drive will be maintained throughout the winter (currently snowpack reduces the width and functionality of the drive throughout the winter). Refer to the Traffic Analysis Letter in the appendix of this report for additional information. Parking The SSCV Clubhouse is a unique land use, one that is not specifically addressed by Section 12-10-10 Parking Requirements Schedule of the Town Code. In such cases parking requirements are to be determined by the Planning and Environmental Commission. To determine the appropriate amount of parking for the Club it is important to understand how parking (and drop-off) has been addressed by the Club and by the Town in the past 40 -plus years the Club has been operating at Golden Peak. The initial development of the Club occurred in the mid -1970's. In 1976 the Planning and Environmental Commission approved a CUP for the Clubhouse and at that time did not require any parking, stating "we feel additional parking in this location is not appropriate" (quote taken from a November 8, 1999 staff memo). In the mid -80's a second floor was added to the building and at that time no significant changes were required to parking. The 1976 CUP approval (with no on-site parking requirement) set the stage for the future operation of the Club — specifically, that emphasis should be on the drop-off/pick-up of athletes and the concept of having limited on-site parking. It could be speculated that the Ski and Snowboard Club Vail Rezoning and CUP Applications Page 13 PEC's rationale for the Club providing limited parking was driven by a few key considerations: • The site's limited area made it very difficult to create on-site parking, • The success of Club operations is far more dependent upon effective athlete drop- off/pick-up than it is on-site parking, • Parking need is limited to the winter months only and during the winter parking demand is isolated to weekend days, and • Minimizing the amount of on-site parking at the Club will serve to reduce traffic within the neighborhood. These considerations remain relevant today. For more than a decade SSCV has been operating with the existing drop-off/pick-up drive aisle and 7 on-site parking spaces (while approximately 10 diagonal parking spaces can be utilized within the drive aisle, these spaces are only available when drop-off and pick-up is not taking place and as such are not considered on-site spaces). In essence, this existing condition has "by default" established the Club's current parking requirement and in doing so has furthered the approach established by the 1976 PEC approval of having limited on-site parking. The parking situation at the Club "works" because the majority of Club activity is from athletes who are dropped off and picked up. On-site parking is not necessary for athletes. The Club allocates their limited on-site parking for shared use by key staff and coaches and limited visitor parking. Like many employees in Vail Village and Lionshead who do not have access to on-site parking at their workplace, Club coaches utilize car-pooling, remote lots (Ford Park and Soccer field), transit to get to the Club. The Club has functioned for many years with essentially just 7 on-site parking spaces. With the proposed re -development, surface spaces will be reduced to 5 and 19 Club spaces will be provided in a below grade parking structure. These 24 parking spaces will allow the Club to provide parking for over three times the number of employees and visitor than has occurred in the past. Based on the above, it is proposed that the PEC establish the required parking for the SSCV Clubhouse redevelopment to be 24 parking spaces. Coupled with enhancements to athlete drop-off facilities, this additional parking will put the Club in a solid position to effectively manage traffic operations in a manner that minimizes neighborhood impacts. Employee Housing The analysis below addresses both Commercial Linkage and Inclusionary Zoning and constitutes the "employee housing plan" for the project. Inclusionary Zoning Requirement Section 12-24-2 Employee Housing Requirements establishes a mitigation rate of 10% of the total new GRFA proposed by a project. +1-9,996 square feet of GRFA are proposed Ski and Snowboard Club Vail Rezoning and CUP Applications Page 14 by this re -development, resulting in an inclusionary employee housing requirement of 1,000 SF. 50% of this requirement must be provided on-site. Commercial Linkage Requirement As per section 12-23-4, employee housing mitigation requirements for a re -development project are based on new employee generation resulting from the net increase in floor area of the project. Employee generation resulting from increased square footage is based on rates prescribed by the Code. Town staff has deemed the SSCV use to be a "health club" and the housing requirement for the "Club portion" of the project is assessed at a rate of .96 employees per 1,OOOSF of net new floor area. The existing building is 6,369SF. The proposed Club space in the new building is 20,177SF, a difference of 13,808SF. These figures are based on the Town's definition of "net" floor area. This increase in square footage equates to 13.25 employees of which 20% must be provided with housing. The Commercial Linkage housing requirement is 2.65 employees. 50% of this requirement must be provided on-site. Employee Housing Mitigation Plan A combination of on-site and off-site mitigation is proposed to address the requirements outlined above: On -Site Mitigation On-site mitigation will be provided via a 548SF studio unit and a 613SF one - bedroom unit. The location and size of these units are depicted on the floor plans for the proposed project. The 548SF unit satisfies the 50% on-site requirement for Inclusionary Zoning. An employee housing "balance" of 452SF remains for the inclusionary requirement. The 613SF one -bedroom unit provides housing for 1.75 employees (based on town standards). An employee housing "balance" of .90 employees remains for the linkage requirement. Off -Site Mitigation Off-site mitigation will be provided with the purchase and deed restriction of an existing dwelling unit with in the Town of Vail. A two-bedroom unit of approximately 800SF is expected to be sufficient to satisfy the remaining mitigation for both inclusionary zoning and commercial linkage. This is based on the Town's standards for the size of employee housing units. As outlined by the town code, the off-site unit will be purchased and deed restricted prior to issuance of a certificate of occupancy for the project. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 15 V. CONFORMANCE WITH APPLICABLE REVIEW CRITERIA Below is a summary of how the proposed project conforms to applicable review criteria for re -zoning and CUP applications. Re -Zoning The existing SSCV parcel was re -zoned to Ski Base/Recreation 2 (SB/R-2) in 2012. The new land to be incorporated into the SSCV parcel is currently zoned Ski Base/Recreation 1. This land is proposed to be rezoned to Ski Base/Recreation 2 (SB/R-2) so that the entire SSCV parcel is governed by one zone district. There are only slight differences between SB/R-1 and SB/R-2 zone districts. Most notably of these difference is with respect to allowable density. SB/R-2 allows for up to 8 dwelling units per acre. With this additional land area a total of 4 dwelling units on the SSCV site is permissible by zoning. The proposed re -development includes only two residential units — the same number of units permissible by the SB/R-2 zoning on SSCV's existing parcel (i.e. the increased site area to be re -zoned to SB/R-2 has not been used to increase the density of the project). A legal description of the area to be re -zoned is found in appendix. Re -zoning review criteria The following review criteria are to be considered in the review of a re -zoning request: (1) The extent to which the zone district amendment 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; Response The Vail Village Master Plan and the Vail Land Use Plan are the two most relevant master plan documents to consider relative to the proposed re -zoning. Each of these documents includes a wide array of goals, objectives and policies along with other elements to be considered in reviewing a re -zoning proposal. The following is a summary of these two plans: Vail Village Master Plan (VVMP) was adopted 1990 and updated in 2006 and 2009. The land use plan component of the VVMP includes a `Ski Base/Recreation" designation. This area is located at the base of Vail Mountain in the Golden Peak area and immediately adjacent to Vail Village and the designation is intended to provide for the facilities and services inherent to the operation of a ski area. Uses and activities for these areas are intended to encourage a safe, convenient, and aesthetically pleasing transition between the ski mountain and surrounding land use categories. The range of uses and Ski and Snowboard Club Vail Rezoning and CUP Applications Page 16 activities appropriate in the Ski Base/Recreation land use category may include skier and resort services, ski lis, ski trails, base facilities, public restrooms, ticket sales, clubs, public plazas, outdoor cultural/art events and sports venue, open spaces, parking and loading/delivery facilities, and residential, retail, and restaurant uses. Given the subject property was zoned Ski Base/Recreation prior to the adoption of the VVMP, it is a reasonable assumption to acknowledge the relevance of this land use category when considering this proposed re -zoning. Vail Land Use Plan (adopted 1986, updated 20099 The most pertinent goal from this Plan is 1.3 — "the quality of development should be maintained and upgraded whenever possible". The purpose of this re -zoning request is to have one zone district on the entire SSCV parcel and to establish a "workable" zoning and development review process that will allow the Club to propose the upgrading of existing facilities. The subject property is designated "SB -Ski Base" on the Land Use Map. This category is described as: "Ski base areas are designated at the main mountain portals found within the Town. Uses and activities for these areas are intended to encourage a safe, convenient and aesthetically pleasing transition between the ski mountain and surrounding land use categories. The range of uses and activities appropriate in the Ski Base (SB) land use category may include skier and resort services, ski lis, ski trails, base facilities, public restrooms, ticket sales, clubs, public plazas, open spaces, parking and loading/delivery facilities, and residential, retail, and restaurant uses ". The proposed re -zoning to Ski Base/Recreation 2 is consistent with this land use category. (2) The extent to which the zone district amendment is suitable with the existing and potential land uses on the site and existing and potential surrounding land uses as set out in the town's adopted planning documents; Response Given the proposed use of the site and its proximity to Vail Mountain, the proposed zoning is suitable for both the existing use of the subject property and the potential future use of the property, and both existing and future uses are compatible with surrounding land uses. This finding is clearly evident when considering the very minor changes in proposed zoning when compared to the properties existing zoning. Potential future uses are also consistent with the town's adopted master plans. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 17 (3) The extent to which the zone district amendment presents a harmonious, convenient, workable relationship among land uses consistent with municipal development objectives; Response The existing Ski Base/Recreation zoning has been in place on the property for many years. The proposed zoning to Ski Base/Recreation 2 would result in very few material changes as compared to the existing zoning and will provide a "harmonious, convenient, workable relationship among land uses ". As such the proposed re -zoning is consistent with this criterion. Further, the underlying purpose of the zone district is to ensure "compatibility". Compatibility will be ensured by the zone district's requirement for review of a development plan prior to any site development. (4) The extent to which the zone district amendment provides for the growth of an orderly viable community and does not constitute spot zoning as the amendment serves the best interests of the community as a whole; and Response One of the stated purposes of the SB/R 2 district is "... to ensure compatibility with adjacent land uses, all permitted uses, development and activity within the zone district shall be subject to approval of a comprehensive development plan in accordance with the provisions of this article". The requirement for all development within the SB/R 2 district to obtain approval of a development plan would inherently provide a system to ensure "orderly growth of our community". "Spot zoning" is generally considered applying zoning to a single (often small - sized) property without consideration the community's broader context. By the same token, courts have upheld re -zoning of single properties (regardless of size) if the re -zoning is consistent with a communities land use objectives and relevant community plans. Given the proposed re -zonings conformance with applicable community plans, this request would not be considered "spot zoning". (5) The extent to which the zone district amendment 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; Response The proposed re -zoning would not result in an adverse impact on any of the considerations listed above. (6) The extent to which the zone district amendment is consistent with the purpose statement of the proposed zone district; Response The stated purpose of the Ski Base/Recreation 2 district is: The Ski Base/Recreation 2 district is intended to provide sites for facilities, activities and uses necessary for and appurtenant to the operation of a ski mountain. A variety of other facilities, uses and Ski and Snowboard Club Vail Rezoning and CUP Applications Page 18 activities, including, but not limited to, residential, public and semipublic uses and special community events typically associated with a vibrant resort community are also permitted within the zone district. The ski base/recreation 2 district is intended to ensure adequate light, air, open space and other amenities appropriate to permitted and conditional uses throughout the zone district. In order to achieve this objective and to ensure compatibility with adjacent land uses, all permitted uses, development and activity within the zone district shall be subject to approval of a comprehensive development plan in accordance with the provisions of this article. Furthermore, due to the likelihood of this district being located at the base of Vail Mountain, and upon some of the most critical and important lands to the future success and resort character of the town, development within this district shall be evaluated based upon its ability to meet the specific purposes of this title and to provide "compelling public benefits which further the public interests" that go beyond any economic benefits to the landowner. (Ord. 29(2005) § 25: Ord. 4(2003) § I) The existing and planned uses of the subject site are consistent with "uses and activities, including, but not limited to, residential, public and semipublic uses and special community events typically associated with a vibrant resort community ". The proposed amendment is consistent with the purpose of the SB/R 2 zone district. (7) The extent to which the zone district amendment demonstrates how conditions have changed since the zoning designation of the subject property was adopted and is no longer appropriate; Response This is not necessarily a case where "conditions have changed" so much as it is a situation where the re -zoning is necessary to provide one single zone district to regulate the future development of the SSCV parcel. (8) Such other factors and criteria as the commission and/or council deem applicable to the proposed rezoning. Response To be determined by the Planning and Environmental Commission and/or Town Council. The diagram below depicts the area to be re -zoned. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 19 Boundary of Existing SSCV ftirLef In n iP l� l be rezoned l to SB/R-2 Y Conditional Use Permit The Town has historically considered the SSCV use as a "private and public club". This use is permissible in the SB/R-2 zone district. Over the years the Town has approved a number of Conditional Use Permits for SSCV. Re -development of the building necessitates issuance of an amended CUP for the project. Criteria to be used in evaluation of a proposed CUP the following: (1) Describe the precise nature of the proposed use and measures proposed to make the use compatible with other properties in the vicinity. Response The nature of the proposed use and measures to ensure the project's compatibility are outlined above in section IV of this report. This property has been used by the Club for over forty years. This alone demonstrates the compatibility of this use with other properties in the vicinity. Enhancement to athlete pick up/drop off facilities, the redevelopment of the building and other site/landscape improvements will re -enforce SSCV's compatibility with other properties in the vicinity. (2) The relationship and impact of the use on development objectives of the Town. Response Ski and Snowboard Club Vail Rezoning and CUP Applications Page 20 Re -zoning criteria #I (see above) provides a comprehensive assessment of how the proposal conforms to the town's comprehensive plan and overall development objectives. (3) The effect of the use on light and air, distribution of population, transportation facilities, utilities, schools, parks and recreation facilities, and other public facilities and public facility needs. Response The proposed project will not have an adverse effect on any of the factors listed above. (4) The effect upon traffic, with particular reference to congestion, automotive and pedestrian safety and convenience, traffic flow and control, access, maneuverability, and removal of snow from the streets and parking area. Response Athlete pick-up and drop-off on weekend days during the ski season impact traffic conditions on Vail Valley Drive. Significant steps have been taken by the Club (and Vail Resorts) over the past few years to minimize the impact of weekend traffic and the results of these efforts has been widely regarded as very positive. The proposed re -development includes many steps to further improve the Club's ability to manage pick-up and drop-off. Foremost among these is widening the drive aisle to the Club (to provide more space to facilitate loading/unloading) and to snowmelt this surface (to ensure that the width of the drop-off area does not diminish from snow buildup). A host of management strategies (both new initiatives and existing programs) are also proposed (refer to Section IV.) to ensure that the club does not adversely impact traffic flow on Vail Valley Drive. (5) The effect upon the character of the area in which the proposed use is to be located, including the scale and bulk of the proposed use in relation to surrounding uses. Response The proposed building is designed within the maximum building height permitted by the SB/R-2 zone district. It should be noted that the allowable height of the SB/R-2 zone district is less than the building height permitted by zoning on properties surrounding SSCV. As such, the proposed building is very much in keeping with the scale and bulk of surrounding uses. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 21 VI. APPENDIX Legal Description of area to be re -zoned Traffic Analysis Letter Ski and Snowboard Club Vail Rezoning and CUP Applications Page 22 PROPERTY DESCRIPTION That part of Parcel 1, Golden Peak Ski Base and Recreation District Parcel, according to the map thereof recorded in the office of the Eagle County, Colorado, Clerk and Recorder, described as follows: Beginning at a point on the northerly boundary of said Parcel 1, also being the southerly right of way of Vail Valley Drive, whence the northeasterly corner of said Parcel 1 common with the northwesterly corner of Pinos del Norte Condominiums, according to the map thereof recorded in the office of the Eagle County, Colorado, Clerk and Recorder, bears S82°19'22"E 87.51 feet; thence departing said line S22'50'04"W 139.33 feet; thence N6709'56"W 177.42 feet; thence N22'50'04"E 134.17 feet to said northerly boundary of Parcel 1; thence along said boundary S59°20'04"E 20.42 feet to the northwesterly corner of the Ski and Snowboard Club Vail Parcel as recorded in Book 247, Page 18, in the office of the Eagle County, Colorado, Clerk and Recorder; thence the following 3 courses alone the westerly, southerly, andeasterly lines of said Ski and Snowboard Club Vail Parcel: 1) S30'39'56"W 90.00 feet; 2) S67 -10'34"E 155.28 feet; 3) N07'35'59"E 90.00 feet; thence along said northerly line of Parcel 1 S82'19'22"E 39.18 feet; to the point of beginning, containing 0.2578 acres, more or less. Stan Hogfe Colorado P Eagle VdIIle„ N22'50'04"E 134.17' 01 100'00 SCALE: 1"=100' x'114 iR. 0.11 <<Ei- ..E S ao`.o.1 ) SKI AND SNOWBOARD CLUB VAIL S30°39'56"W (BOOK 247, PAGE 18) 90.00' 20.42' S82°19'2211 E 126.69' -ter DESCRIBED PARCEL 0.258 ACRES N6)°09 N07'35'59"E 90.00' - 2 PARCEL 1 GOLDEN PEAK SKI BASE & RECREATION DISTRICT PARCEL In 0 N 0i PINGS DEL :9 NORTE CA Ln po o JOB No. 1098 C_" Kimley-Horn and Associates, Inc. April 28, 2014 Aldo Radamus Executive Director Ski & Snowboard Club Vail 598 Vail Valley Drive Vail, CO 81632 Re: Ski & Snowboard Club Vail Traffic Analysis Letter Dear Mr. Radamus: This letter has been prepared providing the results of our traffic analysis for the existing Ski & Snowboard Club Vail (SSCV) located at 598 Vail Valley Drive in Vail, Colorado. The purpose of the traffic analysis is to review the existing traffic conditions at SSCV and the surrounding Golden Peak neighborhood as well as to evaluate possible modifications to the existing site or traffic and drop-off management plan to improve the SSCV's current traffic operations and mitigate queuing at the entrance access point. The impetus for this traffic analysis is SSCV's plans to redevelop their clubhouse. It is our understanding that this redevelopment will expand facilities to meet the current needs of SSCV and is not intended to result in significant increases to club membership. While redevelopment of the building is to include two new residential condominiums, these units are not expected to result in an appreciable increase of trips generated by the club. As such, this analysis focuses on existing traffic conditions and methods for improvement traffic flow at the Club. A vicinity map showing the location of the SSCV has been provided in the attached Figure 1. Regional access to SSCV is provided by Interstate 70 and primary access is provided by South Frontage Road and Vail Valley Drive. Direct access to the property is provided via two access drives along Vail Valley Drive. The westernmost access drive is an entrance only and the easternmost drive is an exit only. The SSCV site is located east of both the Gold Peak Base Lodge (and public drop- off area) and the Golden Peak Children's Center. Residential areas exist to the north and east of the SSCV site. ■ Suite 200 990 South Broadway Denver, Colorado 80209 C_" Kimley-Horn and Associates, Inc. Existing Conditions/Data Collection Mr. Aldo Rodamus, April 28, 2014, Page 2 Existing peak hour turning movement counts were conducted at the following five key intersections on Saturday, March 15, 2014, from 8:00 am to 9:30 am and 2:30 pm to 4:00 pm: • Hanson Ranch Road and Vail Valley Drive • Gold Peak & Vail Valley Drive • Golden Peak Children's Center Southeast Access and Vail Valley Drive • Ski & Snowboard Club Vail West Access and Vail Valley Drive • Ski & Snowboard Club Vail East Access and Vail Valley Drive The counts were obtained during the morning and afternoon peak hours in 15 - minute intervals. The turning movement counts are shown in the attached Figure 2. The SSCV's drop-off area was also video recorded on Saturday, March 15, 2014, from 8:00 am to 9:30 am and 2:30 pm to 4:00 pm to allow for an analysis of SSCV's current traffic and drop-off management plan. These times coincide with the peak pick-up and drop-off times at the club. Traffic to and from the club varies from weekend to weekend depending upon team schedules (i.e. how many athletes are in Vail training and how many are out of town competing at events). March 15th was considered a "typical" weekend. Traffic Analysis The existing traffic volume along Vail Valley Drive was analyzed. Based on the traffic volume data collected, the percentage of eastbound through traffic at the Vail Valley Drive/Hanson Ranch Road intersection whose destination was SSCV was calculated and is provided in Table 1. In addition, the traffic destined for the Golden Peak Drop -Off and Golden Peak Children's Center was also calculated to provide an overall comparison for traffic traveling along Vail Valley Drive. This is also provided in Table 1. Table 1- Destination of Eastbound Through Traffic at Vail Valley Drive/Hanson Ranch Road Intersection The percentage of eastbound entering traffic at the Vail Valley Drive/Hanson Ranch Road intersection destined to the SSCV in the morning peak hour is 26.4 percent and 18.8 percent in the afternoon peak hour. This is comparable to both the Golden Peak Drop-off and Golden Peak Children's Center facilities directly west of SSCV. Therefore, all three of these drop-off areas were found to Destination Golden Peak Golden Peak Peak Hour Drop-off Children's SSCV Other Center AM 83 vph / 24.6% 80 vph / 23.7% 89 vph / 26.4% 85 vph / 25.3% PM 71 vph / 25.7% 58 vph / 21.0% 52 vph / 18.8% 95 vph / 34.4% The percentage of eastbound entering traffic at the Vail Valley Drive/Hanson Ranch Road intersection destined to the SSCV in the morning peak hour is 26.4 percent and 18.8 percent in the afternoon peak hour. This is comparable to both the Golden Peak Drop-off and Golden Peak Children's Center facilities directly west of SSCV. Therefore, all three of these drop-off areas were found to C_" Kimley-Horn and Associates, Inc. Mr. Aldo Radamus, April 28, 2014, Page 3 contribute equally to the eastbound volume along Vail Valley Drive. The SSCV had a slightly higher percentage of eastbound traffic during the morning peak hour than the other two drop-off areas. During the afternoon peak hour, the SSCV had the lowest percentage of traffic volumes generated compared with the Golden Peak and Golden Peak Children's Center pick-up zones. The percentage of "other" eastbound traffic (pass through traffic or traffic to surrounding residential development) is roughly a fourth of the volume in the morning peak hour and over a third of the volume in the afternoon peak hour. The percentage of westbound traffic destined for SSCV, Golden Peak Drop -Off, and Golden Peak Children's Center was also calculated to provide an overall comparison for westbound traffic traveling along Vail Valley Drive. This is provided in Table 2. Table 2 - Destination of Westbound Through Traffic at Vail Valley Drive/SSCV East Access Intersection The percentage of westbound entering traffic at the Vail Valley Drive/SSCV East Access intersection destined to the SSCV in the morning peak hour is 29.0 percent and 16.3 percent in the afternoon peak hour. For the morning peak hour, SSCV's destination percentage is comparable to both the Golden Peak Drop-off and the overall percentage of westbound vehicles whose destination was other than those counted. Golden Peak Children's Center had the lowest percentage of westbound traffic in the morning and afternoon peak hours compared the other two drop off areas. The SSCV had a lower percentage of westbound traffic during the afternoon peak hour. During the afternoon peak hour, 51.3 percent of the westbound Vail Valley Drive traffic has a destination other than the three drop- off areas (pass through traffic or traffic to surrounding residential development). It was observed that Vail Valley Drive had a traffic volume of 689 vehicles per hour (both directions) north of Hanson Ranch Road. A two-lane roadway has a capacity of about 1,800 vehicles per hour. Based on this, existing Vail Valley Drive has plenty of reserve traffic capacity available, operating at approximately 38 percent of capacity. An analysis of traffic operations at the SSCV's East Exit Only Access/Vail Valley Drive intersection was conducted to determine if there were capacity deficiencies in its existing condition. Capacity analysis results are listed in terms of Level of Service (LOS). LOS for the stop controlled intersection was calculated using Synchro 8 Software using the Highway Capacity Manual (HCM) methodology. Table 3 provides the results of the LOS analysis at this existing intersection and calculations for the LOS at the intersection are attached. The northbound Destination Golden Peak Golden Peak Peak Hour Drop-off Children's SSCV Other Center AM 19 vph / 30.7% 10 vph / 16.1% 18 vph / 29.0% 15 vph / 24.2% PM 16 vph / 20.0% 10 vph / 12.5% 13 vph / 16.3% 41 vph / 51.3% The percentage of westbound entering traffic at the Vail Valley Drive/SSCV East Access intersection destined to the SSCV in the morning peak hour is 29.0 percent and 16.3 percent in the afternoon peak hour. For the morning peak hour, SSCV's destination percentage is comparable to both the Golden Peak Drop-off and the overall percentage of westbound vehicles whose destination was other than those counted. Golden Peak Children's Center had the lowest percentage of westbound traffic in the morning and afternoon peak hours compared the other two drop off areas. The SSCV had a lower percentage of westbound traffic during the afternoon peak hour. During the afternoon peak hour, 51.3 percent of the westbound Vail Valley Drive traffic has a destination other than the three drop- off areas (pass through traffic or traffic to surrounding residential development). It was observed that Vail Valley Drive had a traffic volume of 689 vehicles per hour (both directions) north of Hanson Ranch Road. A two-lane roadway has a capacity of about 1,800 vehicles per hour. Based on this, existing Vail Valley Drive has plenty of reserve traffic capacity available, operating at approximately 38 percent of capacity. An analysis of traffic operations at the SSCV's East Exit Only Access/Vail Valley Drive intersection was conducted to determine if there were capacity deficiencies in its existing condition. Capacity analysis results are listed in terms of Level of Service (LOS). LOS for the stop controlled intersection was calculated using Synchro 8 Software using the Highway Capacity Manual (HCM) methodology. Table 3 provides the results of the LOS analysis at this existing intersection and calculations for the LOS at the intersection are attached. The northbound C_" Kimley-Horn and Associates, Inc. Mr. Aldo Radamus, April 28, 2014, Page 4 approach movement (traffic exiting from SSCV) operates at an acceptable LOS A during both the morning and afternoon peak hours. Table 3 — Existing East Exit Only Access LOS Analvsis Results Discussion of Proposed Traffic Operations Improvement Measures It is understood that there have been several possible improvements recommended to assist with the on-site queuing for SSCV. These are addressed below. Reversing the direction of entering and exiting traffic at the existing driveways has been suggested as a means for improving flow. In this scenario, the western access would be modified to serve exiting traffic and the eastern access would be modified to serve entering traffic. Traffic volumes from this operation are shown in attached Figure 3. To evaluate this proposed change, a capacity analysis was conducted assuming the reverse in flow for the northbound approach movement at the SSCV's West Access/Vail Valley Drive intersection. Table 4 provides the results of the LOS analysis at this intersection and calculations for the LOS at the intersection are attached. The northbound approach movement (traffic exiting from SSCV) operates at an acceptable LOS in both the morning and afternoon peak hours, but there is a slightly longer delay for exiting traffic. The northbound exiting approach degrades to LOS B during the morning peak hour. Table 4 — Reverse Flow West Exit Only Access LOS Analvsis Results Saturday Saturday AM Peak Hour PM Peak Hour Delay (sec/veh) LOS Delay (sec/veh) LOS SCENARIO 2014 Existing Northbound Approach 9.6 A 9.6 A Discussion of Proposed Traffic Operations Improvement Measures It is understood that there have been several possible improvements recommended to assist with the on-site queuing for SSCV. These are addressed below. Reversing the direction of entering and exiting traffic at the existing driveways has been suggested as a means for improving flow. In this scenario, the western access would be modified to serve exiting traffic and the eastern access would be modified to serve entering traffic. Traffic volumes from this operation are shown in attached Figure 3. To evaluate this proposed change, a capacity analysis was conducted assuming the reverse in flow for the northbound approach movement at the SSCV's West Access/Vail Valley Drive intersection. Table 4 provides the results of the LOS analysis at this intersection and calculations for the LOS at the intersection are attached. The northbound approach movement (traffic exiting from SSCV) operates at an acceptable LOS in both the morning and afternoon peak hours, but there is a slightly longer delay for exiting traffic. The northbound exiting approach degrades to LOS B during the morning peak hour. Table 4 — Reverse Flow West Exit Only Access LOS Analvsis Results While this measure would increase the separation between the SSCV entrance access drive and other access drives west of the SSCV facility, this modification is not recommended. It creates a conflict between the traffic entering and exiting the site. Currently, traffic entering from the east and exiting to the west does not cross paths. It is operationally not ideal to create a traffic pattern where exiting vehicles from SSCV have longer delay from the entering SSCV traffic volume along Vail Valley Drive. In addition, this would mean then that drop-offs and pick-ups would primarily occur from the passenger side away from the building and access to the mountain. All pedestrians in that case would need to cross in front of queued vehicles, likely causing additional delay. Saturday Saturday AM Peak Hour PM Peak Hour SCENARIO Delay (sec/veh) LOS Delay (sec/veh) LOS 2014 Existing Northbound Approach 10.2 B 9.9 A While this measure would increase the separation between the SSCV entrance access drive and other access drives west of the SSCV facility, this modification is not recommended. It creates a conflict between the traffic entering and exiting the site. Currently, traffic entering from the east and exiting to the west does not cross paths. It is operationally not ideal to create a traffic pattern where exiting vehicles from SSCV have longer delay from the entering SSCV traffic volume along Vail Valley Drive. In addition, this would mean then that drop-offs and pick-ups would primarily occur from the passenger side away from the building and access to the mountain. All pedestrians in that case would need to cross in front of queued vehicles, likely causing additional delay. C_" Kimley-Horn and Associates, Inc. Mr. Aldo Radamus, April 28, 2014, Page 5 Encouraging SSCV members to access SSCV from the east has also been proposed as a possible measure to improve the SSCV's current traffic operations. While this measure would increase the amount of traffic on the predominantly residential portions of Vail Valley Drive east of the SSCV facility, it would benefit the overall traffic condition along eastbound Vail Valley Drive during the peak hours. Per the count data, traffic volumes on westbound Vail Valley Drive are significantly less than the eastbound volumes. Therefore, this is a good traffic solution. However, there may be other political or perceived negative impacts by rerouting traffic through the golf course and residential areas to the east. Video Analysis of Existing Plan It is understood that at times the entering queue of vehicles at SSCV has extended off-site and into Vail Valley Drive. On Saturday, March 15, 2014, this did not occur. All entering vehicles and queues were maintained on-site. SSCV has implemented a drop-off and pick-up plan that has improved operations. In fact, in our observations these operations are working quite well considering the volume of vehicles and pedestrians that are served during drop-off and pick-up. For reference, there were 107 vehicles observed dropping off (approximately 1 vehicle every 34 seconds) during the morning peak hour and 65 vehicles picking up (approximately 1 vehicle every 55 seconds) during the afternoon peak hour. Through review of the drop-off and pick-up video during the morning and afternoon peak periods, the following observations were made regarding SSCV's current traffic and drop-off management plan: • SSCV staff (4) wearing orange/yellow vests and red coats assist with directing traffic and assistance with unloading equipment, gear and students. This works very well. To improve visibility all staff directing traffic should continue to wear vests while managing traffic flow. • Vehicles are directed by staff to the left and right drop-off/pick-up lanes while maintaining (to the extent possible, acknowledging snow storage reduces the room available for lanes in the peak of winter) a through lane in between. The staff direct traffic to keep a balanced queue length in each left and right side drop-off/pick-up lanes. It appears as though when there are a lot of pedestrians along the sidewalk and building, the left queue lane is used first. • Drivers have the tendency or desire to stop adjacent to the existing stairway on the west side of the building during both unloading and pickup time frames for convenience. The staff does their best to direct traffic to drive further into the site so that the queues stay manageable. This effort should continue. • Through emails and other communication, parents who need to spend time at the club (i.e. do more than just drop off or pick up) are encouraged to park in the Town's parking structure. This effort should continue. • Drivers are encouraged to stay in their vehicles at all times so they can move up in the queen as vehicles ahead of them leave. This step is C_" Kimley-Horn and Associates, Inc. Mr. Aldo )Us, April 28, 20144,, Page 6 critically important to the efficiency of the drop-off and pick-up and should continue. The following are recommendations for consideration that may improve the current SSCV traffic and drop-off/pick-up management plan based our observations: • Provide one dedicated staff member to remain in the center of the drive, directing traffic through the entire unloading/pick-up zone during peak hours. This one person should not provide assistance with ski gear so that they stay available to direct traffic as necessary. • When designing the new club building, consider widening the drop-off area (to ensure three lanes) and the construction of a wider sidewalk along the curb aisle adjacent to the building. This wider sidewalk area will better accommodate pedestrian movement. Also, providing ski racks/equipment storage areas within the sidewalk area will improve efficiency. • With a wider sidewalk, it would be beneficial to direct drivers to park use the right lane first, then to the left when the right drive queue is full. Pedestrians dropped off and being picked up from vehicles along the left drive cross the through lane and right drive aisle, causing more delay for these vehicles. Also, a cleaner and more efficient operation should result by reducing the vehicle to pedestrian conflicts. • Relocating the pedestrian drop-off area and access to the mountain to the east, further up the drive will increase the length of the queue. This should be considered in the design of the new club building. Providing amenities such as benches and ski racks will also be beneficial. Continue to use a staggered start and end time for the training sessions. Based on the existing drop-off and pick-up times, this is obviously done today. It was noted that the peak inflow of vehicles occurred every half hour or so, with lulls occurring in between. SSCV could even consider 15 -minute intervals to spread traffic out even further, which would likely give the biggest overall traffic improvement. A few of these recommendations are shown in the following aerial. C=" Kimley-Horn and Associates, Inc. Mr. Aldo Radamus, April 28, 2014, Page 7 It has been our pleasure to provide these traffic engineering services to the Ski & Snowboard Club Vail. If you have any questions regarding this analysis or our recommendations, please feel free to call me at (303) 228-2300. Sincerely, KIMLEY.HORN AND ASSOCIATES, INC. Curtis D. Rowe, P.E., PTOE Vice President RE 36355 4/28/14 p��ss�ONAL •�-��\� �NTeRSTATf �� ,\A L L 7 1 N NORTH NTS 096365000 - GOLD PEAK DROP-OFF EV DR GOLDEN PEAK v PSL v CHRDREN'S CENTER PROJECT LOCATION SKI & SNOWBOARD CLUB VAIL FIGURE 1 VICINITY MAP cKimley-Hornon and Associates, Inc. �N (`v 0(3) M M 0(1) 0(0) 0(0) — o(o) v M N TERSTq r C M TE ') , 0 � S FRO"-AG77 E MEqDOW �R L L 7 7� GORE CREEK DR NPP �H R R / G\R — G GOLDEN PEAK M\\ DROP—OFF GOLDEN PEAK CHILDREN'S CENTER COMM NORTH ­'— 332(253) NTS 096365000 Z__ 19(16) 193(255) — 83(71) o <-- 127(138) L� 10(10) 132(122) 80(58) N r> F— 142(132) 18(13) ENTRANCE _EXIT I NO � 34(60) 89(52) � 0 Study Area Key Intersection XX(XX) Weekday AM(PM) Peak Hour Traffic Volumes Counts Taken Saturday, March 15, 2014 Peak Hours: 8:15 — 9:15 AM, 3:00 — 4:00 PM SKI & SNOWBOARD CLUB VAIL EXISTING 2014 TRAFFIC VOLUMES SKI & SNOWBOARD CLUB VAIL <-- 62(80) 0(0) 33(60) 0(0) v �' rn r FIGURE 2 CKimley-Hornon and Associates, Inc. /NTERS7- TE 70 S FRO"A(G'77 E ME400W �R Z_L 7 7� r� GORE CREEK DR NPP �H R R / G\R GOLDEN PEAK DROP—OFF COMM NORTH NTS 096365000 F— 45(67) 0(0) GOLDEN PEAK VENTRANCE;, EXIT CHILDREN'S CENTER I Offi I � 123(112) � 0(0) � c`nvo r I C_rIC-Nin 0 Study Area Key Intersection XX(XX) Weekday AM(PM) Peak Hour Traffic Volumes Counts Taken Saturday, March 15, 2014 Peak Hours: 8:15 — 9:15 AM, 3:00 — 4:00 PM SKI & SNOWBOARD CLUB VAIL REVERSED DROP-OFF & PICK-UP TRAFFIC VOLUMES SKI & SNOWBOARD CLUB VAIL <-- 44(67) Z__ 18(13) 44(75) 89(52) 0 0 FIGURE 3 CKimley-Hornon and Associates, Inc. A Ewumma e "J"Ir .,Art M n -h Rd i All V D . )rL 6 'Mueak & Vad.Valley Dr. P 7 -H ad*SK'A Snowboard Club & VVL) S U. it '*V.VD '0. ppratAnsof On, -rSi eef),opli0ft & PiCK U, pil ok wy mo 13,Q300gle Gocslc earth, f Imagery Date: 9123/2011 39'38'20.27" N 106'22'03.05" W elev 8217 ft eye alt 9984 ft Vail, CO Ski & Snowboard Club Vail AM Peak Hanson Ranch Rd and Vail Valley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name :Hanson RanchVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Hanson Ranch Rd Driveway Vail Valley Dr Vail Valley Dr Eastbound Westbound Northbound Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 08:00 AM 1 0 0 1 0 0 1 1 1 26 0 27 1 46 11 58 87 08:15 AM 0 0 0 0 0 0 0 0 1 44 0 45 0 87 17 104 149 08:30 AM 0 0 0 0 0 0 0 0 1 68 0 69 2 93 19 114 183 08:45 AM 0 0 0 0 0 0 0 0 3 82 0 85 1 108 20 129 214 Total 1 0 0 1 0 0 1 1 6 220 0 226 4 334 67 405 633 09:00 AM 0 0 0 0 0 0 0 0 3 57 1 61 0 49 17 66 127 09:15 AM 0 0 0 0 0 1 0 1 3 67 0 70 0 54 12 66 137 Grand Total 1 0 0 1 0 1 1 2 12 344 1 357 4 437 96 537 897 Apprch % 100 0 0 0 50 50 3.4 96.4 0.3 0.7 81.4 17.9 Total % 0.1 0 0 0.1 0 0.1 0.1 0.2 1.3 38.4 0.1 39.8 0.4 48.7 10.7 59.9 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Hanson Ranch Rd and Vail Valley Dr File Name :Hanson RanchVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 Vail Valley Dr Out In Total 346 537 883 96 437 4 Right Thru Left 1—i 1 IL/ 15 o� �~T �� �O [ME� North n� U M T �� ~ 0 3/1 5/201 4 08:00 AM 3/1 5/201 4 09:15 AM �� QD Flo . = 0 0 Unshifted a o F+ Left Thru Right 121 344 1 437 357 794 Out In Total Vail Val ley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Hanson Ranch Rd and Vail Valley Dr File Name :Hanson RanchVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total reaK Hour Analysis rrom ub:UU AMI io Uy:i o AMI - reaK l OT l Hanson Ranch Rd Eastbound Driveway Westbound Vail Valley Dr Northbound Vail Valley Dr Southbound Start Time Left Thru Right APP Total Left Thru Right APP Total Left Thru tRight APP Total Left Thru Right APP Total Int. Total reaK Hour Analysis rrom ub:UU AMI io Uy:i o AMI - reaK l OT l Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 0 0 0 0 0 0 0 0 1 44 0 45 0 87 17 104 149 08:30 AM 0 0 0 0 0 0 0 0 1 68 0 69 2 93 19 114 183 08:45 AM 0 0 0 0 0 0 0 0 3 82 0 85 1 108 20 129 214 09:00 AM 0 0 0 0 0 0 0 0 3 57 1 61 0 49 17 66 127 Total Volume 0 0 0 0 0 0 0 0 8 251 1 260 3 337 73 413 673 App. Total 0 0 0 0 0 0 3.1 96.5 0.4 0.7 81.6 17.7 PHF .000 .000 .000 .000 .000 .000 .000 .000 .667 .765 .250 .765 .375 .780 .913 .800 .786 0 0 Y vail valley ur Out In Total 251 413 664 73 337 3 Right Thru Left •L 1 L4 Peak Hour Data Norh Peak Hour Begins at 08:15 AM Unshifted +-1 T F► Left Thru Right 8 251 1 337 260 597 OutIn Total vii v�uo" n. Vail, CO Ski & Snowboard Club Vail PM Peak Hanson Ranch Rd and Vail Valley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name :Hanson RanchVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Hanson Ranch Rd Driveway Vail Valley Dr Vail Valley Dr Eastbound Westbound Northbound Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Th ru Right App. Total Int. Total 02:30 PM 0 0 0 0 0 0 1 1 4 40 0 44 0 49 19 68 113 02:45 PM 0 0 0 0 0 0 0 0 0 42 0 42 0 71 15 86 128 Total 0 0 0 0 0 0 1 1 4 82 0 86 0 120 34 154 241 03:00 PM 0 0 0 0 0 0 0 0 5 48 1 54 0 79 23 102 156 03:15 PM 0 0 0 0 1 1 0 2 3 92 1 96 3 78 13 94 192 03:30 PM 0 0 0 0 0 0 0 0 6 105 0 111 0 63 24 87 198 03:45 PM 0 0 0 0 0 0 3 3 5 78 1 84 0 56 24 80 167 Total 0 0 0 0 1 1 3 5 19 323 3 345 3 276 84 363 713 Grand Total 0 0 0 0 1 1 4 6 23 4053 431 3 396 118 517 954 Apprch % 0 0 0 16.7 16.7 66.7 5.3 94 0.7 0.6 76.6 22.8 Total % 0 0 0 0 0.1 0.1 0.4 0.6 2.4 42.5 0.3 45.2 0.3 41.5 12.4 54.2 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Hanson Ranch Rd and Vail Valley Dr File Name :Hanson RanchVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 Vail Valley Dr Out In Total 409 517 926 118 396 3 Right Thru Left 1—i 1 IL/ 15 O ? �0 [ �� North3 U O M O �� C ~ o 3/1 5/20 1 4 02:30 PIM 3/1 5/201 4 03:45 PIM a COT Unshifted o O F+ Left Thru Right 231 405 3 397 431 828 Out In Total Vail Val ley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Hanson Ranch Rd and Vail Valley Dr File Name :Hanson RanchVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total reaK Hour Analysis rrom U'C:;SU I -m io U:5:4b mm - reaK l OT l Hanson Ranch Rd Eastbound Driveway Westbound Vail Valley Dr Northbound Vail Valley Dr Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru tRight App. Total Left Thru Right App. Total Int. Total reaK Hour Analysis rrom U'C:;SU I -m io U:5:4b mm - reaK l OT l Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 0 0 0 0 0 0 0 0 5 48 1 54 0 79 23 102 156 03:15 PM 0 0 0 0 1 1 0 2 3 92 1 96 3 78 13 94 192 03:30 PM 0 0 0 0 0 0 0 0 6 105 0 111 0 63 24 87 198 03:45 PM 0 0 0 0 0 0 3 3 5 78 1 84 0 56 24 80 167 Total Volume 0 0 0 0 1 1 3 5 19 323 3 345 3 276 84 363 713 App. Total 0 0 0 20 20 60 5.5 93.6 0.9 0.8 76 23.1 PHF .000 .000 .000 .000 .250 .250 .250 .417 .792 .769 .750 .777 .250 .873 .875 .890 .900 -o �T o 6 �J� Y vail valley ur Out In Total 326 363 689 84 276 3 Right Thru Left •L 1 L4 Peak Hour Data Norh Peak Hour Begins at 03:00 PM Unshifted +-1 T F► Left Thru Right 19 323 3 277 345 622 OutIn Total vii v�uo" n. Vail, CO Ski & Snowboard Club Vail AM Peak Gold Peak and Vail Valley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name : GoldPeakVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Gold Peak Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 36 9 45 6 37 43 1 1 2 90 08:15 AM 42 14 56 6 37 43 0 0 0 99 08:30 AM 51 25 76 8 53 61 0 0 0 137 08:45 AM 54 26 80 4 96 100 0 0 0 180 Total 183 74 257 24 223 247 1 1 2 506 09:00 AM 43 20 63 5 104 109 0 0 0 172 09:15 AM 45 12 57 2 79 81 1 0 1 139 Grand Total 271 106 377 31 406 437 2 1 3 817 Apprch % 71.9 28.1 7.1 92.9 66.7 33.3 Total % 33.2 13 46.1 3.8 49.7 53.5 0.2 0.1 0.4 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Gold Peak and Vail Valley Dr File Name : GoldPeakVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 �00 sr- � �o o ^ i North < T m ' ~ 3/1 5/20 1 4 08:00 AM c Q a m o 3/1 5/201 4 09:15 AM > T� ♦ �"� o o Unshifted O� ow Left Right 2 1 137 0 140 Out In Total Gold Peak RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Gold Peak and Vail Valley Dr File Name : GoldPeakVVDAM Site Code : 1 PO 30 Start Date : 3/15/2014 Page No :3 Int. Total F-eaK Hour Analysis rrom Utf:UU ANI lA UU:1 b ANI - reaK l OT l Vail Valley Dr Eastbound Vail Valley Dr Westbound Gold Peak Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis rrom Utf:UU ANI lA UU:1 b ANI - reaK l OT l Peak Hour for Entire Intersection Begins at 08:30 AM 08:30 AM 51 25 76 8 53 61 0 0 0 137 08:45 AM 54 26 80 4 96 100 0 0 0 180 09:00 AM 43 20 63 5 104 109 0 0 0 172 09:15 AM 45 12 57 2 79 81 1 0 1 139 Total Volume 193 83 276 19 332 351 1 0 1 628 % App. Total 69.9 30.1 5.4 94.6 100 0 PHF .894 .798 .863 .594 .798 .805 .250 .000 .250 .872 Peak Hour Data �o r o� �O o rn North < m — N Peak Hour Begins at 08:30 AM N w m > j Unshifted m O A � Left Right 1 0 102 1 103 Out In Total Gold Peak Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak and Vail Valley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name : GoldPeakVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Gold Peak Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 30 11 41 2 28 30 0 0 0 71 02:45 PM 74 16 90 1 44 45 0 0 0 135 Total 104 27 131 3 72 75 0 0 0 206 03:00 PM 67 20 87 4 72 76 1 0 1 164 03:15 PM 79 26 105 9 82 91 0 0 0 196 03:30 PM 35 9 44 2 55 57 0 0 0 101 03:45 PM 40 11 51 2 70 72 0 0 0 123 Total 221 66 287 17 279 296 1 0 1 584 Grand Total 325 93 418 20 351 371 1 01 790 Apprch % 77.8 22.2 5.4 94.6 100 0 To % 41.1 11.8 52.9 2.5 44.4 47 0.1 0 0.1 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak and Vail Valley Dr File Name : GoldPeakVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 �0 s� �O o NNorth < _2 m ~ 3/1 5/20 1 4 02:30 PM c w m rn 3/1 5/201 4 03:45 PM r (D % Unshifted O �m rn— Left Right 1 0 113 0 114 Out In Total Gold Peak RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak and Vail Valley Dr File Name : GoldPeakVVDPM Site Code : 1 PO 30 Start Date : 3/15/2014 Page No :3 Int. Total F-eaK Hour Analysis rrom uz:ju F'NI to ua:4b F'NI - reaK l OT l Vail Valley Dr Eastbound Vail Valley Dr Westbound Gold Peak Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis rrom uz:ju F'NI to ua:4b F'NI - reaK l OT l Peak Hour for Entire Intersection Begins at 02:45 PM 02:45 PM 74 16 90 1 44 45 0 0 0 135 03:00 PM 67 20 87 4 72 76 1 0 1 164 03:15 PM 79 26 105 9 82 91 0 0 0 196 03:30 PM 35 9 44 2 55 57 0 0 0 101 Total Volume 255 71 326 16 253 269 1 0 1 596 % App. Total 78.2 21.8 5.9 94.1 100 0 PHF .807 .683 .776 .444 .771 .739 .250 .000 .250 .760 Peak Hour Data 0 � �o o i North < m — r Peak Hour Begins at 02:45 PM N m > m > Unshifted N on �o A � Left Right 1 0 87 1 88 Out In Total I Gold Peak RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO File Name : Gold PeakChildCenterVVDAM Ski & Snowboard Club Vail Site Code : IPO 30 AM Peak Start Date : 3/15/2014 Golden Peak Child Center and Vail Valley Page No : 1 Groups Printed- Unshifted Vail Valley Dr Vail Valley Dr Golden Peak Child Center Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 16 2 18 1 13 14 7 0 7 39 08:15 AM 48 10 58 0 33 33 5 1 6 97 08:30 AM 33 7 40 3 39 42 7 0 7 89 08:45 AM 35 41 76 6 42 48 9 1 10 134 Total 132 60 192 10 127 137 28 2 30 359 09:00 AM 16 22 38 1 13 14 10 2 12 64 09:15 AM 23 13 36 1 17 18 9 0 9 63 Grand Total 171 95 266 12 157 169 47 4 51 486 Apprch % 64.3 35.7 7.1 92.9 92.2 7.8 Total % 35.2 19.5 54.7 2.5 32.3 34.8 9.7 0.8 10.5 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO File Name : Gold PeakChildCenterVVDAM Ski & Snowboard Club Vail Site Code : IPO 30 AM Peak Start Date : 3/15/2014 Golden Peak Child Center and Vail Valley Page No : 2 s� �o o ^ North < T � � m c ~ 3/1 5/20 1 4 08:00 AM c m > Cz 3/1 5/201 4 09:15 AM m CD Unshifted --I O N A N A - Left Right 47 4 107 51 158 Out In Total n Pea Goldek Child Center RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Golden Peak Child Center and Vail Valley File Name :Gold PeakCh ildCenterVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total F-eaK Hour Analysis t-rom Utf:UU ANI 10 UU:10 ANI - reaK l OT l Vail Valley Dr Eastbound Vail Valley Dr Westbound Golden Peak Child Center Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis t-rom Utf:UU ANI 10 UU:10 ANI - reaK l OT l Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 48 10 58 0 33 33 5 1 6 97 08:30 AM 33 7 40 3 39 42 7 0 7 89 08:45 AM 35 41 76 6 42 48 9 1 10 134 09:00 AM 16 22 38 1 13 14 10 2 12 64 Total Volume 132 80 212 10 127 137 31 4 35 384 % App. Total 62.3 37.7 7.3 92.7 88.6 11.4 PHF .688 .488 .697 .417 .756 .714 .775 .500 .729 .716 Peak Hour Data o CO �O o , North < N cz r L� �S �. o Peak Hour Begins 5 at 08:15 AM is D j CD w Unshifted �.- o 0 O �0 Left Right 31 4 90 35 125 Out In Total Golden Peak Child Center RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO File Name : Gold PeakChildCenterVVDPM Ski & Snowboard Club Vail Site Code : IPO 30 PM Peak Start Date : 3/15/2014 Golden Peak Child Center and Vail Valley Page No : 1 Groups Printed- Unshifted Vail Valley Dr Vail Valley Dr Golden Peak Child Center Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 21 6 27 1 14 15 5 0 5 47 02:45 PM 23 16 39 0 19 19 5 0 5 63 Total 44 22 66 1 33 34 10 0 10 110 03:00 PM 31 15 46 2 32 34 6 0 6 86 03:15 PM 33 14 47 3 41 44 5 0 5 96 03:30 PM 30 17 47 4 32 36 8 1 9 92 03:45 PM 28 12 40 1 33 34 7 0 7 81 Total 122 58 180 10 138 148 26 1 27 355 Grand Total 166 80 246 11 171 182 36 1 37 465 Apprch % 67.5 32.5 6 94 97.3 2.7 Total % 35.7 17.2 52.9 2.4 36.8 39.1 7.7 0.2 8 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO File Name : Gold PeakChildCenterVVDPM Ski & Snowboard Club Vail Site Code : IPO 30 PM Peak Start Date : 3/15/2014 Golden Peak Child Center and Vail Valley Page No : 2 CO s� �o � ms c�Oo 2 North < T m c N ~ 3/1 5/20 1 4 02:30 PM c m a 3/1 5/201 4 03:45 PM rCD NCD 1 o o Unshifted � O N A N Left Right 36 1 91 37 128 Out In Total n Pea Goldek Child Center RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak Child Center and Vail Valley File Name :Gold PeakCh ildCenterVVD PM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total F-eaK Hour Analysis t-rom uz:ju F'NI to uj:4o F'NI - reaK l OT l Vail Valley Dr Eastbound Vail Valley Dr Westbound Golden Peak Child Center Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis t-rom uz:ju F'NI to uj:4o F'NI - reaK l OT l Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 31 15 46 2 32 34 6 0 6 86 03:15 PM 33 14 47 3 41 44 5 0 5 96 03:30 PM 30 17 47 4 32 36 8 1 9 92 03:45 PM 28 12 40 1 33 34 7 0 7 81 Total Volume 122 58 180 10 138 148 26 1 27 355 % App. Total 67.8 32.2 6.8 93.2 96.3 3.7 PHF .924 .853 .957 .625 .841 .841 .813 .250 .750 .924 Peak Hour Data 6� r o CO I � O ~ I W�— o N North G c �2 CD c G cz o Peak Hour Begins at 03:00 PM a r o j Unshifted �r 0 O �0 Left Right 26 1 68 27 95 Out In Total n Pea k Child Center RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Entrance and VVD Groups Printed- Unshifted File Name : School EntranceVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Entrance Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 0 13 13 3 15 18 0 0 0 31 08:15 AM 11 31 42 2 35 37 0 0 0 79 08:30 AM 6 24 30 3 38 41 0 0 0 71 08:45 AM 11 25 36 11 52 63 0 0 0 99 Total 28 93 121 19 140 159 0 0 0 280 09:00 AM 6 9 15 2 17 19 0 0 0 34 09:15 AM 15 1 16 0 13 13 0 0 0 29 Grand Total 49 103 152 21 170 191 0 0 0 343 Apprch % 32.2 67.8 11 89 0 0 Total % 14.3 30 44.3 6.1 49.6 55.7 0 0 0 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Entrance and VVD File Name : School EntranceVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 c6 N r o CO I � O o North < T N m c T ~ 3/1 5/20 1 4 08:00 AM c o o 3/1 5/201 4 09:15 AM DCD > T� ♦ o � CD Unshifted � O T A N O — Left Right 0 0 124 0 124 Out In Total ki/ n r School Entrance RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Entrance and VVD File Name :School EntranceVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total F-eaK Hour Analysis rrom Utf:UU AM to UU:10 ANI - reaK 1 OT 1 Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Entrance Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis rrom Utf:UU AM to UU:10 ANI - reaK 1 OT 1 Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 11 31 42 2 35 37 0 0 0 79 08:30 AM 6 24 30 3 38 41 0 0 0 71 08:45 AM 11 25 36 11 52 63 0 0 0 99 09:00 AM 6 9 15 2 17 19 0 0 0 34 Total Volume 34 89 123 18 142 160 0 0 0 283 % App. Total 27.6 72.4 11.2 88.8 0 0 PHF .773 .718 .732 .409 .683 .635 .000 .000 .000 .715 Peak Hour Data -Fz0 T O N0 North --I < co v. c r ~ 2 N G cz Peak Hour Begins at 08:15 AM D > N M Unshifted o O� Aon Left Right 0 0 107 0 107 Out In Total Ski/Snowboard School Entrance RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Entrance and VVD Groups Printed- Unshifted File Name : School EntranceVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Entrance Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 13 8 21 1 15 16 0 0 0 37 02:45 PM 13 7 20 3 14 17 0 0 0 37 Total 26 15 41 4 29 33 0 0 0 74 03:00 PM 12 14 26 4 36 40 0 0 0 66 03:15 PM 17 11 28 3 35 38 0 0 0 66 03:30 PM 14 18 32 3 33 36 0 0 0 68 03:45 PM 17 9 26 3 28 31 0 0 0 57 Total 60 52 112 13 132 145 0 0 0 257 Grand Total 86 67 153 17 161 178 0 0 0 331 Apprch % 56.2 43.8 9.6 90.4 0 0 Total % 26 20.2 46.2 5.1 48.6 53.8 0 0 0 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Entrance and VVD File Name : School EntranceVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 �r o CO �O o 2 North < M T 2 m c T ~ 3/1 5/20 1 4 02:30 PM c m p�1 3/1CD 5/2014 03:45 PM r CD i Unshifted OT rnm A - Left Right 0 0 84 0 84 Out In Total ki/ n r School Entrance RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Entrance and VVD File Name :School EntranceVVD PM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total reaK Hour Analysis t-rom uz:ju F'NI to uj:4o F'NI - reaK 1 OT 1 Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Entrance Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total reaK Hour Analysis t-rom uz:ju F'NI to uj:4o F'NI - reaK 1 OT 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 12 14 26 4 36 40 0 0 0 66 03:15 PM 17 11 28 3 35 38 0 0 0 66 03:30 PM 14 18 32 3 33 36 0 0 0 68 03:45 PM 17 9 26 3 28 31 0 0 0 57 Total Volume 60 52 112 13 132 145 0 0 0 257 % App. Total 53.6 46.4 9 91 0 0 PHF .882 .722 .875 .813 .917 .906 .000 .000 .000 .945 Peak Hour Data O N0 o North < C T 2 N G N Peak Hour Begins at 03:00 PM a D Fc-\jl Unshifted is o O �0 Left Right 0 0 65 0 65 Out In Total Ski/Snowboard School Entrance Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Exit and VVD RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name : SchoolExitVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Exit Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 0 0 0 0 6 6 10 5 15 21 08:15 AM 10 0 10 0 12 12 30 2 32 54 08:30 AM 6 0 6 0 20 20 27 2 29 55 08:45 AM 10 0 10 0 23 23 30 6 36 69 Total 26 0 26 0 61 61 97 15 112 199 09:00 AM 7 0 7 0 7 7 10 1 11 25 09:15 AM 15 0 15 0 9 9 2 0 2 26 Grand Total 48 0 48 0 77 77 109 16 125 250 Apprch % 100 0 0 100 87.2 12.8 Total % 19.2 0 19.2 0 30.8 30.8 43.6 6.4 50 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Exit and VVD File Name : SchoolExitVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 MC r O N �O oNorth < T 00 ~ 3/1 5/201 4 08:00 AM c m a 3/1 5/201 4 09:15 AM D > 1 �= 0 0 Unshifted OT Left Right 109 16 0 125 125 Out In Total ki/ n w r School RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Exit and VVD File Name : SchoolExitVVDAM Site Code : 1 PO 30 Start Date : 3/15/2014 Page No : 3 Int. Total F-eaK Hour Analysis rrom Utf:UU ANI to UU:1 b ANI - reaK l OT l Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Exit Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis rrom Utf:UU ANI to UU:1 b ANI - reaK l OT l Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 10 0 10 0 12 12 30 2 32 54 08:30 AM 6 0 6 0 20 20 27 2 29 55 08:45 AM 10 0 10 0 23 23 30 6 36 69 09:00 AM 7 0 7 0 7 7 10 1 11 25 Total Volume 33 0 33 0 62 62 97 11 108 203 % App. Total 100 0 0 100 89.8 10.2 PHF .825 .000 .825 .000 .674 .674 .808 .458 .750 .736 Peak Hour Data 15 T T Do oco Q co North < M— _ Peak Hour Begins at 08:15 AM N > r N CG CD > R Unshifted o 0 0 N Left Right 97 11 0 108 108 Out In Total Ski/Snowboard School Exit Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Exit and VVD RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name : SchoolExitVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Exit Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 14 0 14 0 15 15 3 0 3 32 02:45 PM 11 0 11 1 15 16 3 1 4 31 Total 25 0 25 1 30 31 6 1 7 63 03:00 PM 14 0 14 0 24 24 19 7 26 64 03:15 PM 21 0 21 0 19 19 15 3 18 58 03:30 PM 10 0 10 0 17 17 21 3 24 51 03:45 PM 15 0 15 0 20 20 10 2 12 47 Total 60 0 60 0 80 80 65 15 80 220 Grand Total 85 0 85 1 110 111 71 16 87 283 Apprch % 100 0 0.9 99.1 81.6 18.4 To % 30 0 30 0.4 38.9 39.2 25.1 5.7 30.7 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Exit and VVD File Name : SchoolExitVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 W� r O N �O ~ O o i North < oo T � co O 3/1 5/20 1 4 02:30 PM c o �a� 3/1 5/201 4 03:45 PM CD CD CD j 1 :� Unshifted OT N � Left Right 71 16 0 87 88 Out In Total ki/ n w r School RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Exit and VVD File Name : SchoolExitVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Int. Total reaK Hour Analysis rrom uz:Uu rNi to uU:4o rNi - reaK l of l Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Exit Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total reaK Hour Analysis rrom uz:Uu rNi to uU:4o rNi - reaK l of l Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 14 0 14 0 24 24 19 7 26 64 03:15 PM 21 0 21 0 19 19 15 3 18 58 03:30 PM 10 0 10 0 17 17 21 3 24 51 03:45 PM 15 0 15 0 20 20 10 2 12 47 Total Volume 60 0 60 0 80 80 65 15 80 220 % App. Total 100 0 0 100 81.2 18.8 PHF .714 .000 .714 .000 .833 .833 .774 .536 .769 .859 Peak Hour Data �o T 5 N �O o North 2 --1 < M — _ Peak Hour Begins at 03:00 PM > �� o D > M Unshifted O� Left Right 65 15 = 80 80 Out In Total Ski/Snowboard School Exit HCM 2010 TWSC Existing AM Peak Hour 6: East Access & Vail Valley Drive 4/3/2014 Intersection Intersection Delay, s/veh 5.1 Movement EBT EBR WBL WBT NEL NER Vol, veh/h 33 0 0 62 97 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized 2.218 None 3.318 None - None Storage Length 1037 Stage 1 - 0 - Veh in Median Storage, # 0 - 956 0 0 Grade, % 0 - Mov Capacity -1 Maneuver 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 36 0 0 67 105 12 Major/Minor Major1 Major2 Minor1 908 Conflicting Flow All 0 0 36 0 103 36 Stage 1 - - - - 36 - Stage 2 0.443 - 67 - Follow-up Headway 2.218 3.518 3.318 Pot Capacity -1 Maneuver 1575 895 1037 Stage 1 - 986 - Stage 2 - 956 - Time blocked -Platoon, % Mov Capacity -1 Maneuver 1575 895 1037 Mov Capacity -2 Maneuver - 895 - Stage 1 986 Stage 2 956 Approach EB WB NE HCM Control Delay, s 0 0 9.6 HCM LOS A Minor Lane / Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h) 908 1575 HCM Lane V/C Ratio 0.129 - HCM Control Delay (s) 9.6 0 HCM Lane LOS A A HCM 95th %tile Q(veh) 0.443 0 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Existing AM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 HCM 2010 TWSC Existing PM Peak Hour 6: East Access & Vail Valley Drive 4/3/2014 Intersection Intersection Delay, s/veh 3.5 Movement EBT EBR WBL WBT NEL NER Vol, veh/h 60 0 0 80 65 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None Time blocked -Platoon, % None - None Storage Length 840 999 Mov Capacity -2 Maneuver - - 0 Veh in Median Storage, # 0 936 0 0 NE Grade, % 0 - HCM LOS 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 65 0 0 87 71 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 65 0 152 65 Stage 1 - - - - 65 - Stage 2 - 87 - Follow-up Headway 2.218 3.518 3.318 Pot Capacity -1 Maneuver 1537 840 999 Stage 1 - 958 - Stage 2 - 936 - Time blocked -Platoon, % Mov Capacity -1 Maneuver 1537 840 999 Mov Capacity -2 Maneuver - 840 - Stage 1 958 Stage 2 936 Approach EB WB NE HCM Control Delay, s 0 0 9.6 HCM LOS A Minor Lane / Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h) 866 1537 HCM Lane V/C Ratio 0.1 - HCM Control Delay (s) 9.6 0 HCM Lane LOS A A HCM 95th %tile Q(veh) 0.334 0 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Existing PM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 HCM 2010 TWSC Reversed AM Peak Hour 4: West Access & Vail Valley Drive 4/3/2014 Intersection Delay, s/veh 4 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Reversed AM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 EBT EBR WBL WBT NBL NBR Vol, veh/h 123 0 0 45 97 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 134 0 0 49 105 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 134 0 183 134 Stage 1 - - - - 134 - Stage 2 - 49 - Follow-up Headway 2.218 3.518 3.318 Pot Capacity -1 Maneuver 1451 806 915 Stage 1 - 892 - Stage 2 - 973 - Time blocked -Platoon, % Mov Capacity -1 Maneuver 1451 806 915 Mov Capacity -2 Maneuver - 806 - Stage 1 892 Stage 2 973 Approach EB WB NB HCM Control Delay, s 0 0 10.2 HCM LOS B Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 816 1451 HCM Lane V/C Ratio 0.144 - HCM Control Delay (s) 10.2 0 HCM Lane LOS B A HCM 95th %tile Q(veh) 0.501 0 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Reversed AM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 HCM 2010 TWSC Reversed PM Peak Hour 4: West Access & Vail Valley Drive 4/3/2014 Intersection Delay, s/veh 3.1 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Reversed PM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 EBT EBR WBL WBT NBL NBR Vol, veh/h 112 0 0 67 65 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 122 0 0 73 71 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 122 0 195 122 Stage 1 - - - - 122 - Stage 2 - 73 - Follow-up Headway 2.218 3.518 3.318 Pot Capacity -1 Maneuver 1465 794 929 Stage 1 - 903 - Stage 2 - 950 - Time blocked -Platoon, % Mov Capacity -1 Maneuver 1465 794 929 Mov Capacity -2 Maneuver - 794 - Stage 1 903 Stage 2 950 Approach EB WB NB HCM Control Delay, s 0 0 9.9 HCM LOS A Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 816 1465 HCM Lane V/C Ratio 0.107 - HCM Control Delay (s) 9.9 0 HCM Lane LOS A A HCM 95th %tile Q(veh) 0.356 0 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Reversed PM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 Ski and Snowboard Club Vail Traffic and Parking Management Plan October 2014 The Ski and Snowboard Club Vail Traffic and Parking Management Plan (the Plan) has been prepared to address how Ski and Snowboard Club Vail (the Club) will the management traffic and parking at their clubhouse at Golden Peak. The Plan is an element of the 2014 Conditional Use Permit (CUP) application for the redevelopment of the Club's building. Below is a site plan of the clubhouse redevelopment. �mw'�uum__+ rwnm.r�ww •- - _ _ - - _ _ __ __ __ _. _ e iium®ww - p Purpose of this Management Plan The purpose of this Plan is to outline specific steps the Club will take to manage parking and traffic flow to and from the clubhouse, specifically the drop-off and pick-up of athletes on weekends and holidays (high -impact days) during the ski season. The goal of traffic management efforts is to ensure that traffic generated by the Club by athlete drop-off and pick-up does not back up onto Vail Valley Drive and congest traffic flow on this roadway. Over the past two years the Club has implemented a number of initiatives to manage traffic. These initiatives have been very successful in preventing Club traffic from congesting Vail Valley Drive. These and other initiatives are the basis for this management plan. Parking Management Through the CUP review process the Planning and Environmental Commission has determined the parking requirement for the clubhouse to be 24 spaces. Five (5) surface spaces and nineteen (19) structured spaces will be provided on- site. The Club will utilize these spaces as follows: • 21 spaces for key staff members (administration, program directors, etc.), • 2 spaces for employees occupying the two on-site employee housing units (based upon need, if occupants have a car), and • 1 space to be "sold" at auction (Club fundraiser) for seasonal use by Club member. • Note - in addition to the Club use of parking described above, 5 spaces in the parking structure will be designated for use by the two free-market condominiums. Traffic Management The Club will implement the following traffic management measures: • Assign Club staff to manage drop-off and pick-up operations during high - impact days. Staff members will direct traffic to ensure efficient use of available space, prevent parents from leaving cars during drop-off, assist athletes with loading equipment, and other measures to expedite this process. • Stagger start and end times of Club programs to disperse traffic to and from the Club. • Throughout the ski season inform Club members of drop-off and pick-up procedures. • Encourage Club members to access the Club from the east (via Vail Valley Drive and the Golf Course Bridge). • Encourage Club members to carpool to and from the Club. • Coordinate with Vail Resorts and the Town as may be necessary regarding the on-going management of traffic in the Golden Peak neighborhood. Enforcement Upon approval of the CUP the commitments and obligations outlined in this Plan shall be binding on the Club. Subject to determination by Town Staff, failure by the Club to implement management measures outlined above (and potential additional measures outlined below) may be deemed a violation of the CUP and result in enforcement actions as outlined in the Town Code. The goal of this Plan is to ensure that Club traffic does not back up onto Vail Valley Drive. In the event Town Staff determines that management measures are not successful and Club traffic is creating congestion on Vail Valley Drive the following shall occur: 1. Town staff will notify the Club to discuss the problem and attempt to identify the cause of traffic congestion. Based on these discussions and as deemed necessary the Club will provide to the Town with plans for modifying and/or expanding traffic management programs. Examples of expanded management programs could include additional staff to manage drop-off, additional staggering of start times for Club programs, additional outreach to Club membership regarding drop-off and pick-up procedures. 2. If implementation of modified or expanded management programs is not successful in preventing congestion on Vail Valley Drive, The Town and Club will meet to discuss additional measures to be taken to manage traffic. Examples of additional measures could include requirements for Club members to park in the Village Parking Structure (and walk to the Club) or implementing a shuttle system to transport athletes to the Club. ,a. A— AS oha Of ti IF w 3 r -a. 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IF L u No V 1p Oki T .4'! • 7 Via•- : i r7r � ti.. .� r L�LLy■p .-,�~ ice'!' -�f •'•, 7 41, 'Z,40. P tat -s' 4, z o LU z cl Z CL v. _ O Z 4 7.: F- CA Q W 0 Z_ Y ❑ J Q W Q ❑ Z_ W W EL W CL ❑ Lr) � .ii:' � �•�� ti Ilk- W5 } F 106 io EL io . . U] Q W 0 Z_ Y 0 0 0 U) U) CN r Q U mb� wt TOWN OF VA110 VAI L TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: August 14, 2017 ITEM/TOPIC: Ski and Snowboard Club Vail (SSCV), represented by Braun Associates, Inc., is requesting a recommendation to the Vail Town Council for a zone district boundary amendment, pursuant to Section 12-3-7, Amendment, Vail Town Code, to rezone a portion of the newly created Parcel 3 of the Golden Peak Ski Base And Recreation District Parcel subdivision from Ski Base Recreation District to Ski Base Recreation 2 District, located at 460 Vail Valley Drive/Parcel 1, Golden Peak Ski Base and Recreation District Parcel subdivision, and setting forth details in regard thereto. This rezoning was previously recommended for approval by the Planning and Environmental Commission on October 27, 2014. The rezoning was subsequently approved by the Town Council via ordinance but has expired as the plat was not recorded prior to the expiration time established. (PEC17-0036) ATTACHMENTS: File Name Description Staff Memrandum for PEC17-0036.pdf Staff Memorandum Attachment A._Vicinity_Map.pdf Attachment A. Vicinity Map Attachment B._Rezoning_Exhibit and_legal_description.pdf Attachment B. Rezoning Exhibit and legal description Attachment C. Applicants_Narrative J uly_2017.pdf Attachment C. Applicants Narrative, July 2017 Attachment D._Draft Plat.pdf Attachment D. Draft Plat rowN OF vain Memorandum TO: Planning and Environmental Commission FROM: Community Development Department DATE: August 14, 2017 SUBJECT: A request for a recommendation to the Vail Town Council for a zone district boundary amendment, pursuant to Section 12-3-7, Amendment, Vail Town Code, to rezone a portion of newly created Parcel 3 of the Golden Peak Ski Base And Recreation District Parcel subdivision from Ski Base Recreation District to Ski Base Recreation 2 District, located at 460 Vail Valley Drive/Parcel 1, Golden Peak Ski Base and Recreation District Parcel subdivision, and setting forth details in regard thereto. (PEC140022) Applicant: Ski and Snowboard Club Vail, represented by Braun Associates, Inc. Planner: Jonathan Spence I. SUMMARY Ski and Snowboard Club Vail (SSCV), represented by Braun Associates, Inc., is requesting a recommendation to the Vail Town Council for a zone district boundary amendment, pursuant to Section 12-3-7, Amendment, Vail Town Code, to rezone a portion of the newly created Parcel 3 of the Golden Peak Ski Base And Recreation District Parcel subdivision from Ski Base Recreation District to Ski Base Recreation 2 District, located at 460 Vail Valley Drive/Parcel 1, Golden Peak Ski Base and Recreation District Parcel subdivision, and setting forth details in regard thereto. This rezoning was previously recommended for approval by the Planning and Environmental Commission on October 27, 2014. The rezoning was subsequently approved by the Town Council via ordinance but has exaired as the alat was not recorded arior to the expiration time established The rezoning facilitates the future replacement of the existing SSCV clubhouse. A complete description and analysis of the proposed conditional use permit can be found in the Staff Memorandum for PEC17-0035. II. DESCRIPTION OF REQUEST Ski and Snowboard Club Vail (SSCV) proposed to create a new Parcel 3 of the Golden Peak Ski Base and Recreation District Parcel subdivision through combining a portion of Parcel 1 of the Golden Peak Ski Base and Recreation District Parcel and Part of Tract B, Vail Village Filing 7. To ensure zoning continuity, that portion of the new Lot 3 that was previously a portion of Lot 1 will be rezoned as a component of this application from the Ski Base Recreation District to the Ski Base Recreation 2 District. The newly formed Lot 3 will serve as the development site for the proposed replacement of the existing SSCV clubhouse. The illustration below shows the existing SSCV parcel and the land area that is to be rezoned and added to this parcel. N2Z50'04"E 134.17' DESCRIBED PARCEL--- 0.258 ARCEL0.258 ACRES t/1/4 I/ o. — 11 1 40.00? E SKI AND SNOWBOARD CLUB VAIL S30'39'56°W (BOOK 247, PACE 18) 90.00' j20.42'>-_- 582'19'22"E 125.69' N07'35'59"E 90.00' S6y,�D 3g £ Ns�• SSS 0 9,S6" ZV 2a PARCEL 1 GOLDEN PEAK SKI BASE & RECREATION DISTRICT PARCEL PINGS DEL NORTE w u+ m 0 In order to effectuate the proposed changes that will ultimately provide the development site for the clubhouse replacement, the following steps are proposed. Upon a successful recommendation of the rezoning from the PEC, the zone district boundary amendment is scheduled for two readings before the Town Council on August 15th and September 5th. Within the proposed ordinance will be a trigger that enacts the zone change upon the recordation of the plat revising the property boundary. This is proposed to ensure that a rezoning does not occur that results in a property with more than one zoning. If the plat, anticipated to be executed prior to development in the Fall of 2017, is not recorded, the proposed rezoning will expire upon the expiration of the Conditional Use Permit approval, two years from date of approval if a building permit is not obtained and construction not commenced and diligently pursued toward completion. The applicant has provided a narrative supporting the rezoning included with this memorandum as Attachments C. Town of Vail Page 2 III. BACKGROUND The SSCV was founded in 1962 to provide youth in the community opportunities for character growth and excellence through athletics. It is widely recognized as one of the premier ski and snowboard clubs in the country and was recently named the U.S. Ski and Snowboard Association (USSA) Club of the Year. The club serves approximately 700 members in a variety of disciplines and is a registered 501(c)3 non-profit charitable organization. The existing SSCV structure was constructed in 1976 after the Planning and Environmental Commission approved a conditional use permit for a structure in the Agriculture and Open Space District. The existing SSCV parcel was created via warranty deed in 1976 through a subdivision of Tract B of Vail Village Filing 7. On December 13, 1999, the PEC recommended approval to the Vail Town Council for a rezoning of the property to the SBR District from the Agriculture and Open Space District. Contingent upon the rezoning, the PEC also approved a development plan and a conditional use permit for a "quasi -public club." The proposed redevelopment scheme included a 24,000 square foot commercial building for use by SSCV that included encroachments onto the adjacent Vail Resorts property, with half of the building located on Vail Resorts property. The development plan added SSCV to the Golden Peak development site. On February 15, 2000, the Vail Town Council adopted Ordinance No. 2, Series of 2000, which rezoned the subject property from the Agriculture and Open Space District to the Ski Base/ Recreation District. The SSCV building was legally nonconforming in this district, and did not have the ability to expand under its existing zoning. According to the Staff memorandum dated February 1, 2000, "due to the encroachment onto Vail Associates' property, it is necessary to apply a consistent zoning among the parcels." A rezoning was implemented in anticipation of a redevelopment that never occurred. On March 6, 2012, the Vail Town Council adopted Ordinance No. 1, Series of 2012, which rezoned the subject property from the Ski Base/Recreation (SBR) District to the SBR2 District. The intent of the rezoning identified at that time was to facilitate the redevelopment of the parcel separate from the Golden Peak Development Site. The language in the SBR District is very specific to the Golden Peak Lodge, and does not accommodate the stand alone development of the SSCV facility as a mixed use building. Current Proposal Planning efforts for the current proposal were initiated three years ago and have included: • The rezoning of the site from SBR to SBR2 in 2012 to facilitate the mixed- use project. (Completed 2012) Town of Vail Page 3 • Coordination with Vail Resorts for additional site area and a proposal that will complement the Resorts on -mountain activities. (Subject of this application) • Neighborhood outreach including community meetings and discussions with property owners and homeowner associations in the Golden Peak Neighborhood. (Ongoing) • Participation in neighborhood efforts to improved traffic conditions on Vail Valley Drive. (Ongoing) • Conditional Use Permit and Development Plan application for clubhouse replacement (Development Plan active, Conditional Use Permit in process for re -approval) IV. APPLICABLE PLANNING DOCUMENTS Staff believes that following provisions of the Vail Land Use Plan, the Vail Village Master Plan and the Vail Town Code are relevant to the review of this proposal: Vail Land Use Plan (in part) 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). 2. Skier/Tourist Concerns 2.2 The ski area owner, the business community and the Town leaders should work together to improve facilities for day skiers. Chapter VI — Proposed Land Use (in part) SB Ski Base: Ski base areas are designated at the main mountain portals found within the Town. Uses and activities for these areas are intended to encourage a safe, convenient and aesthetically -pleasing transition between the ski mountain and surrounding land use categories. The range of uses and activities appropriate in the Ski Base (SB) land use category may include skier and resort services, ski lifts, ski trails, base facilities, public restrooms, ticket sales, clubs, public plazas, open spaces, parking Town of Vail Page 4 and loading/delivery facilities, and residential, retail, and restaurant uses. Vail Village Master Plan (in part) GOAL #1 ENCOURAGE HIGH QUALITY, REDEVELOPMENT WHILE PRESERVING UNIQUE ARCHITECTURAL SCALE OF THE VILLAGE IN ORDER TO SUSTAIN ITS SENSE OF COMMUNITY AND IDENTITY. Objective 1.2: Encourage the upgrading and redevelopment of residential and commercial facilities. Policy 1.2.1: Additional development may be allowed as identified by the Action Plan and as is consistent with the Vail Village Master Plan and Urban Design Guide Plan. Policy 1.4.2: The Town may grant flexibility in the interpretation and implementation of its regulations and design guidelines to help protect and maintain the existing character of Vail Village. GOAL #2 TO FOSTER A STRONG TOURIST INDUSTRYAND PROMOTE YEAR - AROUND ECONOMIC HEALTH AND VIABILITY FOR THE VILLAGE AND FOR THE COMMUNITY ASA WHOLE. Objective 2.1: Recognize the variety of land uses found in the 11 sub -areas throughout the Village and allow for development that is compatible with these established land use patterns. Objective 2.2: Recognize the importance of Vail Village as a mixed use center of activities for our guests, visitors and residents. Objective 2.3: Increase the number of residential units available for short term overnight accommodations. Policy 2.3.1: The development of short term accommodation units is strongly encouraged. Residential units that are developed above existing density levels are required to be designed or managed in a manner that makes them available for short term overnight rental. Objective 2.4: Encourage the development of a variety of new commercial activity where compatible with existing land uses. Policy 2.4.1: Commercial infill development consistent with established horizontal zoning regulations shall be encouraged to provide activity generators, accessible greenspaces, public plazas, and streetscape improvements to the pedestrian network throughout the Village. Town of Vail Page 5 Objective 2.5: Encourage the continued upgrading, renovation and maintenance of existing lodging and commercial facilities to better serve the needs of our guests. Policy 2.5.1: Recreation amenities, common areas, meeting facilities and other amenities shall be preserved and enhanced as a part of any redevelopment of lodging properties. LAND USE PLAN: There is a well-defined overall pattern of land use throughout the Village that establishes one of its more pleasant characteristics. The greatest variety and intensity of uses are found within the Village Core Area and along the pedestrian ways of East Meadow Drive. The mixed use character of these areas makes significant contributions to the vitality of the pedestrian experience in the Village. Land uses surrounding these areas are predominantly residential with a mixture of lodging, condominium, and low density residential development. Other land use designations in the Village include heavy service, public facility/parking, and ski base/recreation. Ski Base/Recreation: Located at the base of Vail Mountain in the Golden Peak area and immediately adjacent to Vail Village, this designation is intended to provide for the facilities and services inherent to the operation of a ski area. Uses and activities for these areas are intended to encourage a safe, convenient, and aesthetically -pleasing transition between the ski mountain and surrounding land use categories. The range of uses and activities appropriate in the Ski Base/Recreation land use category may include skier and resort services, ski lifts, ski trails, base facilities, public restrooms, ticket sales, clubs, public plazas, outdoor cultural/art events and sports venue, open spaces, parking and loading/delivery facilities, and residential, retail, and restaurant uses. Town of Vail Page 6 GOLDEN PEAK SKI BASE SUB -AREA (#10) 7-5 ;�,, z, ���: _ � � rye �..�.... . ��, `•d+� FASTFSE � - •`_ .� -CREEK GOLDEN PEAK The Golden Peak Ski Base Sub Area has traditionally served as a recreational activity center throughout the year. The Golden Peak Ski Base facility provides one of four access portals to Vail Mountain during the winter months, and accommodates a number of the Town's recreation programs during the summer. In 1983, Vail Associates received approval for the redevelopment of this facility and in 1988, completed the Children's Ski Center. The further redevelopment of this area will serve to reinforce its role as a major ski base and recreational activity center for the entire community. Development or redevelopment of this sub -area will attract additional traffic and population into this area and may have significant impacts upon portions of Sub Areas 6 and 7. ARTICLE 12-8E. SKI BASE/RECREATION 2 (SBR2) DISTRICT (In Part) 12-8E-1: PURPOSE: The ski base/recreation 2 district is intended to provide sites for facilities, activities and uses necessary for and appurtenant to the operation of a ski mountain. A variety of other facilities, uses and activities, including, but not limited to, residential, public and semipublic uses and special community events typically associated with a vibrant resort community are also permitted within the zone district. The ski base/recreation 2 district is intended to ensure adequate light, air, open space and other amenities appropriate to permitted and conditional uses throughout the zone district. In order to achieve this objective and to ensure compatibility with adjacent land uses, all permitted uses, development and activity within the zone district shall be subject to approval of a comprehensive development plan in accordance with the provisions of this article. Furthermore, due to the likelihood of this district being located at the base of Vail Mountain, and upon some of the most critical and important lands to the future success and resort character of the town, development within this district shall be evaluated based upon its ability to meet the specific purposes of this title and to Town of Vail Page 7 V. VI. provide "compelling public benefits which further the public interests" that go beyond any economic benefits to the landowner. SITE ANALYSIS Existing Zoning: Ski Base/Recreation and Ski Base/Recreation 2 Districts Proposed Zoning: Ski Base/Recreation 2 District Existing Land Use Designation: Ski Base Mapped Geological Hazards: None Existing Lot Area: Approximately .265 acres/11,563 square feet Proposed Lot Area: Approximately .52 acres/22,828 square feet SURROUNDING LAND USES AND ZONING Existing Use Zoning District North: Multifamily High Density Multiple Family South: Recreation Ski Base Recreation East: Recreation Ski Base Recreation West: Recreation Ski Base Recreation VII. REVIEW CRITERIA An Amendment to District Boundaries (Rezoning) of that portion of the expanded parcel, formerly part of the Golden Peak Ski Base and Recreation District Parcel No. 1, from the Ski Base/Recreation (SBR) District to Ski Base/Recreation 2 (SBR2) District. Before acting on an application for a zone district boundary amendment, the planning and environmental commission and town council shall consider the following factors with respect to the requested zone district boundary amendment. - 1 . mendment: 1. The extent to which the zone district amendment 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. Staff Analysis: The proposed rezoning, in concert with the related subdivision, allows for the successful redevelopment of the existing SSCV parcel. The rezoning of the additional land area will allow the flexibility necessary to establish a unique development that will serve the youth athletes of the region. The proposed rezoning is consistent with the goals and objectives of the Vail Land Use Plan including Goals No. 1 and 2 of the Vail Village Mater Plan and the intent of the SBR2 District. Staff finds this criterion to be met. Town of Vail Page 8 2. The extent to which the zone district amendment is suitable with the existing and potential land uses on the site and existing and potential surrounding land uses as set out in the town's adopted planning documents. Staff Analysis: The zone district boundary amendment is both suitable and compatible with the existing and proposed land uses on the site and the existing and potential surrounding land uses. The rezoning will aid in the facilitation of the redevelopment of the SSCV clubhouse while being compatible with existing adjacent ski area operations. The rezoning is harmonious with the potential future redevelopment of the Golden Peak Area and the development supported by the rezoning will serve as a cornerstone to such redevelopment. Staff finds this criterion to be met. 3. The extent to which the zone district amendment presents a harmonious, convenient, workable relationship among land uses consistent with municipal development objectives. Staff Analysis: The proposed zone district amendment will create a cohesive land use scheme consistent with the development objectives of the town, namely orderly development and redevelopment that improves the community for both resident and guests. Staff finds this criterion to be met. 4. The extent to which the zone district amendment provides for the growth of an orderly viable community and does not constitute spot zoning as the amendment serves the best interests of the community as a whole. Staff Analysis: The zone district amendment accompanying the proposed minor subdivision allows for the redevelopment of the existing SSCV clubhouse, an identified asset to the community. The amendment does not constitute spot zoning as it is supported by the future land use map, is compatible with and supportive of adjacent land uses and serves the best interest of the community, as a whole. Staff finds this criterion to be met. 5. The extent to which the zone district amendment 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. Staff Analysis: The proposed rezoning will not result in adverse impacts to the natural environment. Future development on the reconfigured and rezoned parcel will be required to adhere to all applicable environmental standards during both construction and facility operation. Town of Vail Page 9 Staff finds this criterion to be met. 6. The extent to which the zone district amendment is consistent with the purpose statement of the proposed zone district. Staff Analysis: The proposed rezoning is consistent with the purpose statement of the SBR2 District and future development on the site will be required to be compatible with its intent. Staff finds this criterion to be met. 7. The extent to which the zone district amendment demonstrates how conditions have changed since the zoning designation of the subject property was adopted and is no longer appropriate. Staff Analysis: The proposed zone district boundary amendment demonstrates how conditions of changed regarding the subject property. The success of SSCV has resulted in the need for a redevelopment of their clubhouse, a redevelopment facilitated by this rezoning and the related minor subdivision. With a transfer of the subject parcel from Vail Resorts to SSCV, the existing SBR zoning designation is no longer appropriate. Staff finds this criterion to be met. 8. Such other factors and criteria as the commission and/or council deem applicable to the proposed rezoning. VIII. STAFF RECOMMENDATION The Community Development Department recommends the Planning and Environmental Commission forwards a recommendation of approval to the Vail Town Council for a zone district boundary amendment, pursuant to Section 12-3-7, Amendment, Vail Town Code, to rezone a portion of Parcel 1 of the Golden Peak Ski Base And Recreation District Parcel subdivision from Ski Base Recreation District to Ski Base Recreation 2 District, located at 460 Vail Valley Drive/Parcel 1, Golden Peak Ski Base and Recreation District Parcel subdivision, and setting forth details in regard thereto. Staff's recommendation is based upon the review of the criteria described in Section VII of this memorandum and the evidence and testimony presented. Should the Planning and Environmental Commission choose forwards a recommendation of approval to the Vail Town Council for a zone district boundary amendment, the Community Development Department recommends the Commission pass the following motion: "The Planning and Environmental Commission forwards a recommendation of Town of Vail Page 10 approval to the Vail Town Council for a zone district boundary amendment, pursuant to Section 12-3-7, Amendment, Vail Town Code, to rezone a portion of Parcel 1 of the Golden Peak Ski Base and Recreation District Parcel subdivision, more specifically described in Attachment B, from Ski Base Recreation District to Ski Base Recreation 2 District, located at 460 Vail Valley Drive/Parcel 1, Golden Peak Ski Base and Recreation District Parcel subdivision, and setting forth details in regard thereto. " Should the Planning and Environmental Commission choose to forward this recommendation of approval, the Community Development Department recommends the Commission makes the following findings: "Based upon the review of the criteria outlined in Sections Vlll of the Staff memorandum to the Planning and Environmental Commission dated August 14, 2017, and the evidence and testimony presented, the Planning and Environmental Commission finds.- That inds: That the amendment is consistent with the adopted goals, objectives and policies outlined in the Vail comprehensive plan and compatible with the development objectives of the town, and 2. That the amendment is compatible with and suitable to adjacent uses and appropriate for the surrounding areas, and 3. That the amendment 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. Rezoning Exhibit and C. Applicants Narrative, D. Draft Plat legal description July 2017 Town of Vail Page 11 ll / r6 • • • 7 J X r� REDEVELOPMENT OF SKI and SNOWBOARD CLUB VAIL CLUBHOUSE p Re -Zoning Conditional Use Permit July 2017 RE -DEVELOPMENT OF SKI and SNOWBOARD CLUB VAIL CLUBHOUSE Submitted on behalf of- Ski £ Ski and Snowboard Club Vail 598 Vail Valley Drive Vail, CO 81632 Submitted To: Town of Vail Department of Community Development 75 South Frontage Road Vail, CO 81632 Braun Associates, Inc. 225 Main Street, Suite G-2 Edwards, CO 81632 970 926-7575 July 2017 Table of Contents I. Introduction 1 II. Overview of SSCV and Project Background 3 III. Project Site Conditions 7 IV. Description of Project n V. Conformance with Applicable Review Criteria 16 VI. Appendix 22 1. Legal Description of land to be re -zoned 2. Traffic Analysis Letter Ski and Snowboard Club Vail Vail Club House Re -Development July 2017 I. INTRODUCTION The purpose of this report is to provide information on the proposed re -development of the Ski and Snowboard Club Vail (SSCV) Clubhouse. Information provided herein has been prepared in accordance with requirements of the Town of Vail development review process for re -zonings and Conditional Use Permits. The re -development of the Clubhouse involves the demolition of the existing Ski Club building and construction of a new building and related site improvements. The main features of the re -development include expanded Club space for SSCV, below grade parking, greatly enhanced drive aisle/drop-off facilities, two residential condominiums, and improved landscaping and related site improvements. Rezoning, subdivision, Development Plan and CUP applications were approved for this project in 2014. Each of these applications were unanimously approved by the PEC and Town Council (rezoning). While SSCV completed construction drawings and initiated the building permit review process with the Town, the project was not constructed and rezoning and CUP approvals lapsed in October of 2016. Development Plan and subdivision approvals remain valid today. Two development applications have been submitted to re-establish development approvals: Re -zoning of land added to the SSCV parcel, and Conditional Use Permit. With the exception of minor refinements to plans in response to comments/review by town staff, the plans submitted herein are the same as plans reviewed and approved in 2014. There have been no significant changes to the neighborhood or area surrounding the subject property and there have been no changes to any relevant element of the Town's Comprehensive Plan. As such, the proposed project that was deemed appropriate in 2014 remains appropriate today. A comprehensive explanation of the project and the proposals compliance with re -zoning and CUP review criteria are described in greater detail below. Information provided in this report is presented in the following six sections: I. Introduction II. Overview of SSCV and Project Background III. Project Site Conditions IV. Description of Project V. Conformance with Applicable Review Criteria Ski and Snowboard Club Vail Rezoning and CUP Applications Page 1 VI. Appendix 1. Legal Description of land to be re -zoned 2. Traffic Analysis Letter This application has been submitted on behalf of the Ski and Snowboard Club Vail and Vail Resorts. Vail Resorts is providing land that will be incorporated into the existing SSCV parcel in order to more effectively facilitate the proposed redevelopment. While the subdivision of this land has been reviewed and approved by the Town, the VR land has not yet been conveyed SSCV. As such, Vail Resorts has provided a letter authorizing SSCV to proceed through the Town's review process with these development applications. A site plan of the proposed redevelopment is found on the following page. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 2 r VIA �_� YUY� ya SLB F S $ Jf f €� � ��lr�l��ea�ii€� �� ���➢ �fi` � � � � I �qjuj 50 g rF H$ z B ao s � n gash S"ND g k h w e b b r5$ SNDWBOARD s r c it i r 9 c f p cw CLUB VAIL u Ski and Snowboard Club Vail Rezoning and CUP Applications Page 3 IL OVERVIEW of SSCV and PROJECT BACKGROUND Founded in 1962, the mission of the Club is to provide youth the opportunity for character growth and excellence through athletics. The Club is widely recognized as one of the premier ski and snowboard clubs in the Country and this past year was named the "USSR Club of the year" by the U.S. Ski and Snowboard Associations (USSR). Ski and Snowboard Club Vail serves approximately 600 members in a variety of alpine racing, free -skiing, freestyle, Nordic and snowboarding programs. The Club is a 501(c)3 non-profit charitable organization. The Club is also highly respected throughout the Valley as a leader in youth development. Originally a small club dedicated to ski racing, SSCV has evolved into one of our community's largest organizations dedicated to serving our youth. In doing so the influence of the Club has grown to include a wide range of topics, all of which make significant contributions to the Vail community. The Kids The Club has had unparalleled success in developing snow -sport athletes who have gone on to excel on an international stage. The most recognizable among these are Lindsey Vonn and Mikaela Shriffin, but not to be overlooked are the achievements of Toby Dawson, Chris Del Bosco, Sarah Schleper and many other athletes. Over the past few years many Club athletes have been named to the U.S. Ski Team, notable among them are a number of local, "home grown" athletes born and raised here in Eagle County. Athletic achievements are important; however the underlying purpose of the Club in serving our youth is to use athletics to instill the "3 C's" of courage, character and commitment, to help kids develop life lessons that will help them in the years to come. The Community The Club utilizes its staff, athletes and parents to volunteer in a variety of community events throughout the year. Most notable among these is the Birds of Prey at Beaver Creek. Each year the Club provides on average 4,000 hours of volunteer help to this event. The presence of Club volunteers is also found at the Community Fund Rummage Sale, the Copper Triangle and many other community events. The Vail Ski and Snowboard Academy In the fall of 2007 Ski and Snowboard Club Vail partnered with the Eagle County School District to establish the Vail Ski and Snowboard Academy. Located in Minturn at Maloit Park, the Academy is a fully accredited and certified public school with the goal of providing its students with a rigorous academic curriculum while supporting a world class training and competition schedule. From 31 students in its first year, the Academy has grown to over 175 students. Economic Impact The Club's programs and the visitors they draw to Vail generate significant economic activity throughout the community. Foremost among these is the early season training at Ski and Snowboard Club Vail Rezoning and CUP Applications Page 4 Golden Peak. Over the past few years Golden Peak has evolved into one of the world's premier early season race training facilities. Each fall for a five week period the Club typically hosts 20 ski clubs, 10 colleges and 20 national ski teams, most of which on average spend a week in Vail. The economic impact of this activity is enormous, particularly when occurring in November, a time of year that is historically very quiet. Throughout the ski season SSCV also hosts a number of races and other events. On average 40 race/event days are planned and many of them are multi -day events. The economic impact of these and other events is significant. Existing SSCV Facilities and Operations The Club currently operates from a 6,500SF building located at the base of Vail Mountain. This building was originally constructed in the mid -70's and a second floor was added in the mid -80's. In the 70's the Club was serving just over 100 athletes. Today approximately 600 athletes utilize the Clubhouse (note that nordic athletes do not typically use the Clubhouse). The space constraints within the existing facility are severe and the building is certainly showing its age. The need to expand and update the Clubhouse is acute. Creating a facility that meets the needs of Club athletes and coaches is the driving factor behind this redevelopment proposal. The existing Club building plays an important role in how SSCV operates at Vail Mountain. The building's primary purpose is to provide space for athletes and coaches to gather before and after race and training days. In essence, the building serves as the Club's portal to Vail Mountain. The building also provides space, albeit very limited, for athlete locker rooms, ski tuning, coaches work areas and other club -related uses. Each of these uses will be provided in the new build, although the space dedicated to these uses will be expanded significantly. Project Planning Going back as far as the 1990's, previous efforts have been made to redevelop the Clubhouse. The effort that has resulted in this development proposal was initiated three years ago. During this time SSCV has worked closely with a number of different players. Town of Vail In 2012 the Town of Vail approved re -zoning of the SSCV parcel to Ski Base/Recreation 2. This re -zoning has laid the groundwork for this effort by defining both development standards and a review process for the project. Vail Resorts SSCV has worked closely with Vail Resorts on the land to be conveyed to the Club and to also ensure that the design of the project is coordinated with VR's mountain operations. Neighborhood Outreach The Club has taken steps to engage the neighborhood over the past few years. A number of community open houses have been held and the Club has reached out Ski and Snowboard Club Vail Rezoning and CUP Applications Page 5 individually to numerous property owners and homeowner associations in the Golden Peak neighborhood. These efforts have resulted in a wide range of support for the project. Golden Peak Neighborhood Traffic Task Force The Club has been an active participate in neighborhood efforts to address traffic congestion on Vail Valley Drive. Working closely with the Town, Vail Resorts and other property owners, SSCV has initiated a variety of efforts to improve weekend athlete drop-off/pick-up. These efforts are described in greater detail below. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 6 III. PROJECT SITE CONDITIONS SSCV's existing parcel fronts directly on Vail Valley Drive and backs directly onto the snowfield that leads to Vail Mountain. Albeit small in size (.265 acres, or 11,543 SF), the parcel's relationship to Vail Mountain makes it ideally located for the Club's needs. Access to the parcel is provided via a one-way loop access drive. The drive functions in a counter -clockwise direction. This road and surface parking (on the east side of the project) are located on Vail Resorts property. SSCV has the right to use this land for parking and access via a license agreement with Vail Resorts. A survey of existing site conditions is found in the plan set that has been provided under separate cover. As a part of this re -development project the SSCV parcel will be increased in size by the conveyance of a .258 ac. (11,238 SF) parcel from Vail Resorts. This new land area essentially wraps three sides of the SSCV parcel. With the addition of this land the SSCV parcel will be .523 acres, or 22,828 SF. A vicinity map/site context diagram is below. Ski and Snowboard Club Vail Rezoning Request Town of Vail, Colorado Ski and Snowboard Club Vail Rezoning and CUP Applications Page 7 IV. DESCRIPTION OF PROJECT Originally four development applications were submitted for the project: Minor Subdivision Application — this application will subdivide +/-11,238SF of land from Vail Resorts adjoining Golden Peak parcel and incorporate it into the SSCV parcel. The Vail Resorts land essentially "wraps" the SSCV on three sides and will increase the size of the SSCV parcel to +/-22,828SF. Re -zoning gpplication — The Vail Resorts land to be incorporated into the SSCV parcel is currently zoned Ski Base/Recreation 1 (the zoning of the larger, +/-40 acre "Golden Peak" base area). This application will re -zone the land to be subdivided and incorporated into the SSCV parcel to Ski Base/Rec 2 so that the entire SSCV parcel has the same zoning. Development Permit Application — This application addresses design, development standards and other development review -related considerations of the proposed building. Conditional Use Permit — The Town has historically defined the use of SSCV to be a "public or private club". This use is a Conditional Use in the Ski Base/Recreation 2 zone district. This application evaluates the suitability of this use. Each of these four applications were unanimously approved by the PEC and Town Council (rezoning) in 2014. The Development Plan and subdivision approvals remain valid today. Approval of the rezoning and CUP are needed to re-establish development approvals. Below is a description of the proposed project. The project's conformance with applicable review criteria for rezoning and CUP applications is found in Section V. of this report. Proposed Building The primary purpose of this redevelopment is to upgrade SSCV facilities to better serve the Club's athletes. The current Club facility is woefully inadequate and extremely under -sized. The expansion is not intended to facilitate future growth of the Club, but rather for the building to "catch up" to the Club's current needs. The two residential condominiums on the upper levels of the building are the "economic engine" that will fund the re -development project. The current Clubhouse is approximately 6,500 square feet in size. Uses in the existing building include athlete rooms, administration and coach's offices, meeting rooms, a multi-purpose room, locker rooms, storage, weight room, ski tuning, circulation and Ski and Snowboard Club Vail Rezoning and CUP Applications Page 8 restrooms. The new Clubhouse essentially includes these same uses, albeit within +/- 20,750SF. A summary of the uses proposed in the new building include: Team Rooms The proposed building will provide nearly six times more space dedicated to athlete team rooms (locker rooms). Weight Room/Gvm Over 1,OOOSF of gym space will be provided for athlete warm-up and cool - downs. Club Room The Club Room serves two purposes - space for registration and meetings during races and other competitions and space for athletes to gather for lunch, etc. on training days. The new club room is 2,200SF, nearly three times the size of the existing room. The use of this space will be consistent with how it has been used in the past, albeit in a far more efficient and effective manner. Meeting Rooms The existing building has one small meeting room of approximately 180 SF. This room is typically used for staff/coaches meetings and athlete/coach meetings. One meeting room is woefully inadequate in satisfying the needs of the Club. A board room and a number of smaller meeting rooms will be provided in the new building. Ski/Board/Tech Services Space for athlete's equipment tuning and other tech services will more than double to approximately 1,200SF. Storage Athlete equipment and Club storage areas will more than triple in size to over 1,500 SF. A key benefit of this increased space is that race gates, netting and other race gear currently stored outside will now be stored inside the building. Coaches and Administrative Staff Work Areas The existing building has extremely limited work space for coaches and Club staff. These limitations are so extreme that many coaches literally do not have space to work while at the Club. The new building will remedy this situation with a number of new offices and shared workstations. Circulation and Misc Space Hallways, stairwells, restrooms, mechanical space, trash rooms, etc. will increase significantly. These uses are critical to how the building will function and comprise a significant amount of the proposed buildings total square footage. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 9 Employee Housing Units Two on-site employee housing units are proposed — a 458SF studio unit and a 613SF one -bedroom unit. Parking Garage The below grade parking garage will provide 24 parking spaces (including two accessible spaces) along with circulation and storage areas. Five of the 24 spaces will be allocated to the two residential condominiums; the remaining 19 spaces will be used by the Club. Residential Condominiums A total of 9,996SF of residential condominium space is located on the upper levels of the building. Two units are proposed. Each will have elevator access from the below grade garage and independent stair access from street level. Landscaping and Site Design The proposed redevelopment includes many significant site and landscape improvements. These include: Landscaping Significant enhancements to landscaping around the building and along Vail Valley Drive are proposed. Additional landscape materials will also be provided on the neighboring Manor Vail property. Surface Parkin The amount of surface parking will be reduced from 7 to 5 spaces. The existing asphalt parking lot will be replaced with a brick paver surface. Drive Aisle The drive aisle will be improved by widening and by installation of a snow -melt system. These changes are proposed to provide the facilities necessary to improve drop-off and pick-up operation (discussed in greater detail above). The entire drive aisle surface will be brick pavers. Trash The exiting "free-standing" trash area will be replaced with a new trash enclosure incorporated into the east end of the new building. Recreation Path The recreation path located behind the existing building will be re -located as a function of the re -development project. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 10 Development Standards For each of the standards listed below, Town Code stipulates that standards are to be "as per the approved development plan" and/or as determined by the PEC: Gross Residential Floor Area The two residential condominiums on the upper two floors of the building include +/-9,996 SF of GRFA. Setbacks Front — 26' from face of building, 0' from porte cochere Side — 4.5' on west, 1.5' on east Rear — 27' Site Coverage The footprint of the building (including the porte cochere) and portions of the building that are below grade total 17,936SF, or 78% of the site area. Landscaping Landscape area is +1-3,592 SF, or 15.7% of the total site area. Parking 5 surface spaces (via the License Agreement with Vail Resorts) will be maintained and 24 new enclosed spaces will be provided on the lowest level of the new building. The 29 proposed parking spaces will be allocated as follows: • 5 structured spaces will be assigned to the two condominiums • 24 spaces will be used by the Club (19 structured and 5 surface spaces) Further discussion of parking is provided below. The following development standards are prescriptive: Building Height Maximum allowable height is 43'. Main ridge of building is proposed to be 42'. The main dormer on north side of building is proposed to be at 42'. All other roof elements are below the maximum allowable height. Density .523 acres of total site area allow for up to 4 dwelling units (8 units per acre are permitted in SBR2). Two dwelling units are proposed. Snow Storage The drive aisle is +/-9,800 SF. 10% snow storage is required (note that the drive will be heated). 980 SF of snow storage is provided. Diagrams depicting building height, site coverage, setbacks, landscaping, and snow storage have been provided under separate cover. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 11 Traffic and Athlete Drop-off A traffic analysis letter addressing the proposed re -development has been prepared by Kimley-Horn and Associates, Inc. Given that the only new use proposed by the re- development of the Clubhouse is the introduction of two residential condominiums and two employee housing units, the focus the traffic analysis letter was on existing traffic conditions and methods for how the Club can improve athlete pick up and drop off to minimize impacts to Vail Valley Drive. Traffic counts were made at five locations along Vail Valley Drive during the a.m. (8:00- 9:30) and p.m. (2:30-4:00) peak periods on March 151h, 2014. This date was determined to be an "average" day at the Club with respect to the number of athletes training at Golden Peak. Key findings of these traffic counts include: • The destination of east bound traffic in the a.m. peak period was equally split between SSCV (26.4%), Golden Peak (24.6%), the Children's Ski Center (23.7%) and "other destinations" (25.3% - either surrounding residential development or pass-thru traffic). • "Other destinations" (34.4%, surrounding residential development or pass-thru traffic) was the predominant destination of east bound p.m. peak period traffic. SSCV was the lowest at 18.8%. • There was a total of 399 a.m. peak period trips, of which 84% was east bound and 16% was west bound. • SSCV generated a total of 107 trips in the a.m. peak hour, of which 17% arrived from the east and 83% from the west. • During the p.m. peak period, 51% of westbound traffic was generated by pass- thru traffic or surrounding residential development. • Vail Valley Drive has a design capacity of about 1,800 vehicles per hour. Traffic counts indicate 689 vehicles per hour, utilizing only 38% of available capacity. • Level of Service (LOS) at SSCV access points operates at LOS "A". Traffic operations, specifically morning and afternoon drop-off and pick-up, at SSCV were also evaluated. The following recommendations were provided and where relevant the Club's response to these recommendations is provided. • It was suggested that the Club reverse the flow of traffic to a clock -wise direction. The traffic analysis recommended not reversing flow for two reasons — this change would create a conflict between traffic entering and exiting the site (i.e. exiting traffic would "cross paths" with Club traffic on Vail Valley Drive, slowing down the flow of cars through Club drop-off), and athletes exiting a car from the passenger side of a car would be forced to cross in front of their vehicle, causing delays and creating a safety consideration. The Club is not proposing any change to the direction that traffic accesses the site. • Encouraging SSCV members to access the Club from the east (via Vail Valley Drive and the Golf Course Bridge). This past year the Club began a program to encourage members to access the Club from the east. • Assign staff to manage drop-off operations. Last year the Club implemented this program. Staff members direct traffic to ensure efficient use of available space, Ski and Snowboard Club Vail Rezoning and CUP Applications Page 12 prevent parents from leaving their cars during drop-off, help unload athlete gear, etc. • Provide additional space, ski racks, etc. for athletes to gather in front of the Club after being dropped off. Currently there is little room for athletes and their equipment once they are dropped off. The proposed plans for the Club include significantly more sidewalk/gathering area, ski racks and seating. • Provide mountain access more centrally located to the Club. The proposed building includes a new portal to the mountain in the center of the building. • Stagger start times of various club programs. The Club currently staggers start times to disperse the times athletes arrive at the Club and will continue to do so. Based on programs implemented by the Club over the course of the past few years, significant improvements have been made to drop-off and pick-up operations on weekend days (specifically Saturday). The Club is committed to continuing these programs. The proposed building and access drive were designed specifically to further improve the efficiency of drop-off operations. Foremost among these improvements are the expanded space for athletes to gather in front of the Club and the upgraded drive aisle. The proposed access drive will provide three 10'8" wide lanes over 160'. The new drive will be heated, meaning the full width of the drive will be maintained throughout the winter (currently snowpack reduces the width and functionality of the drive throughout the winter). Refer to the Traffic Analysis Letter in the appendix of this report for additional information. Parking The SSCV Clubhouse is a unique land use, one that is not specifically addressed by Section 12-10-10 Parking Requirements Schedule of the Town Code. In such cases parking requirements are to be determined by the Planning and Environmental Commission. To determine the appropriate amount of parking for the Club it is important to understand how parking (and drop-off) has been addressed by the Club and by the Town in the past 40 -plus years the Club has been operating at Golden Peak. The initial development of the Club occurred in the mid -1970's. In 1976 the Planning and Environmental Commission approved a CUP for the Clubhouse and at that time did not require any parking, stating "we feel additional parking in this location is not appropriate" (quote taken from a November 8, 1999 staff memo). In the mid -80's a second floor was added to the building and at that time no significant changes were required to parking. The 1976 CUP approval (with no on-site parking requirement) set the stage for the future operation of the Club — specifically, that emphasis should be on the drop-off/pick-up of athletes and the concept of having limited on-site parking. It could be speculated that the Ski and Snowboard Club Vail Rezoning and CUP Applications Page 13 PEC's rationale for the Club providing limited parking was driven by a few key considerations: • The site's limited area made it very difficult to create on-site parking, • The success of Club operations is far more dependent upon effective athlete drop- off/pick-up than it is on-site parking, • Parking need is limited to the winter months only and during the winter parking demand is isolated to weekend days, and • Minimizing the amount of on-site parking at the Club will serve to reduce traffic within the neighborhood. These considerations remain relevant today. For more than a decade SSCV has been operating with the existing drop-off/pick-up drive aisle and 7 on-site parking spaces (while approximately 10 diagonal parking spaces can be utilized within the drive aisle, these spaces are only available when drop-off and pick-up is not taking place and as such are not considered on-site spaces). In essence, this existing condition has "by default" established the Club's current parking requirement and in doing so has furthered the approach established by the 1976 PEC approval of having limited on-site parking. The parking situation at the Club "works" because the majority of Club activity is from athletes who are dropped off and picked up. On-site parking is not necessary for athletes. The Club allocates their limited on-site parking for shared use by key staff and coaches and limited visitor parking. Like many employees in Vail Village and Lionshead who do not have access to on-site parking at their workplace, Club coaches utilize car-pooling, remote lots (Ford Park and Soccer field), transit to get to the Club. The Club has functioned for many years with essentially just 7 on-site parking spaces. With the proposed re -development, surface spaces will be reduced to 5 and 19 Club spaces will be provided in a below grade parking structure. These 24 parking spaces will allow the Club to provide parking for over three times the number of employees and visitor than has occurred in the past. Based on the above, it is proposed that the PEC establish the required parking for the SSCV Clubhouse redevelopment to be 24 parking spaces. Coupled with enhancements to athlete drop-off facilities, this additional parking will put the Club in a solid position to effectively manage traffic operations in a manner that minimizes neighborhood impacts. Employee Housing The analysis below addresses both Commercial Linkage and Inclusionary Zoning and constitutes the "employee housing plan" for the project. Inclusionary Zoning Requirement Section 12-24-2 Employee Housing Requirements establishes a mitigation rate of 10% of the total new GRFA proposed by a project. +1-9,996 square feet of GRFA are proposed Ski and Snowboard Club Vail Rezoning and CUP Applications Page 14 by this re -development, resulting in an inclusionary employee housing requirement of 1,000 SF. 50% of this requirement must be provided on-site. Commercial Linkage Requirement As per section 12-23-4, employee housing mitigation requirements for a re -development project are based on new employee generation resulting from the net increase in floor area of the project. Employee generation resulting from increased square footage is based on rates prescribed by the Code. Town staff has deemed the SSCV use to be a "health club" and the housing requirement for the "Club portion" of the project is assessed at a rate of .96 employees per 1,OOOSF of net new floor area. The existing building is 6,369SF. The proposed Club space in the new building is 20,177SF, a difference of 13,808SF. These figures are based on the Town's definition of "net" floor area. This increase in square footage equates to 13.25 employees of which 20% must be provided with housing. The Commercial Linkage housing requirement is 2.65 employees. 50% of this requirement must be provided on-site. Employee Housing Mitigation Plan A combination of on-site and off-site mitigation is proposed to address the requirements outlined above: On -Site Mitigation On-site mitigation will be provided via a 548SF studio unit and a 613SF one - bedroom unit. The location and size of these units are depicted on the floor plans for the proposed project. The 548SF unit satisfies the 50% on-site requirement for Inclusionary Zoning. An employee housing "balance" of 452SF remains for the inclusionary requirement. The 613SF one -bedroom unit provides housing for 1.75 employees (based on town standards). An employee housing "balance" of .90 employees remains for the linkage requirement. Off -Site Mitigation Off-site mitigation will be provided with the purchase and deed restriction of an existing dwelling unit with in the Town of Vail. A two-bedroom unit of approximately 800SF is expected to be sufficient to satisfy the remaining mitigation for both inclusionary zoning and commercial linkage. This is based on the Town's standards for the size of employee housing units. As outlined by the town code, the off-site unit will be purchased and deed restricted prior to issuance of a certificate of occupancy for the project. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 15 V. CONFORMANCE WITH APPLICABLE REVIEW CRITERIA Below is a summary of how the proposed project conforms to applicable review criteria for re -zoning and CUP applications. Re -Zoning The existing SSCV parcel was re -zoned to Ski Base/Recreation 2 (SB/R-2) in 2012. The new land to be incorporated into the SSCV parcel is currently zoned Ski Base/Recreation 1. This land is proposed to be rezoned to Ski Base/Recreation 2 (SB/R-2) so that the entire SSCV parcel is governed by one zone district. There are only slight differences between SB/R-1 and SB/R-2 zone districts. Most notably of these difference is with respect to allowable density. SB/R-2 allows for up to 8 dwelling units per acre. With this additional land area a total of 4 dwelling units on the SSCV site is permissible by zoning. The proposed re -development includes only two residential units — the same number of units permissible by the SB/R-2 zoning on SSCV's existing parcel (i.e. the increased site area to be re -zoned to SB/R-2 has not been used to increase the density of the project). A legal description of the area to be re -zoned is found in appendix. Re -zoning review criteria The following review criteria are to be considered in the review of a re -zoning request: (1) The extent to which the zone district amendment 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; Response The Vail Village Master Plan and the Vail Land Use Plan are the two most relevant master plan documents to consider relative to the proposed re -zoning. Each of these documents includes a wide array of goals, objectives and policies along with other elements to be considered in reviewing a re -zoning proposal. The following is a summary of these two plans: Vail Village Master Plan (VVMP) was adopted 1990 and updated in 2006 and 2009. The land use plan component of the VVMP includes a `Ski Base/Recreation" designation. This area is located at the base of Vail Mountain in the Golden Peak area and immediately adjacent to Vail Village and the designation is intended to provide for the facilities and services inherent to the operation of a ski area. Uses and activities for these areas are intended to encourage a safe, convenient, and aesthetically pleasing transition between the ski mountain and surrounding land use categories. The range of uses and Ski and Snowboard Club Vail Rezoning and CUP Applications Page 16 activities appropriate in the Ski Base/Recreation land use category may include skier and resort services, ski lis, ski trails, base facilities, public restrooms, ticket sales, clubs, public plazas, outdoor cultural/art events and sports venue, open spaces, parking and loading/delivery facilities, and residential, retail, and restaurant uses. Given the subject property was zoned Ski Base/Recreation prior to the adoption of the VVMP, it is a reasonable assumption to acknowledge the relevance of this land use category when considering this proposed re -zoning. Vail Land Use Plan (adopted 1986, updated 20099 The most pertinent goal from this Plan is 1.3 — "the quality of development should be maintained and upgraded whenever possible". The purpose of this re -zoning request is to have one zone district on the entire SSCV parcel and to establish a "workable" zoning and development review process that will allow the Club to propose the upgrading of existing facilities. The subject property is designated "SB -Ski Base" on the Land Use Map. This category is described as: "Ski base areas are designated at the main mountain portals found within the Town. Uses and activities for these areas are intended to encourage a safe, convenient and aesthetically pleasing transition between the ski mountain and surrounding land use categories. The range of uses and activities appropriate in the Ski Base (SB) land use category may include skier and resort services, ski lis, ski trails, base facilities, public restrooms, ticket sales, clubs, public plazas, open spaces, parking and loading/delivery facilities, and residential, retail, and restaurant uses ". The proposed re -zoning to Ski Base/Recreation 2 is consistent with this land use category. (2) The extent to which the zone district amendment is suitable with the existing and potential land uses on the site and existing and potential surrounding land uses as set out in the town's adopted planning documents; Response Given the proposed use of the site and its proximity to Vail Mountain, the proposed zoning is suitable for both the existing use of the subject property and the potential future use of the property, and both existing and future uses are compatible with surrounding land uses. This finding is clearly evident when considering the very minor changes in proposed zoning when compared to the properties existing zoning. Potential future uses are also consistent with the town's adopted master plans. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 17 (3) The extent to which the zone district amendment presents a harmonious, convenient, workable relationship among land uses consistent with municipal development objectives; Response The existing Ski Base/Recreation zoning has been in place on the property for many years. The proposed zoning to Ski Base/Recreation 2 would result in very few material changes as compared to the existing zoning and will provide a "harmonious, convenient, workable relationship among land uses ". As such the proposed re -zoning is consistent with this criterion. Further, the underlying purpose of the zone district is to ensure "compatibility". Compatibility will be ensured by the zone district's requirement for review of a development plan prior to any site development. (4) The extent to which the zone district amendment provides for the growth of an orderly viable community and does not constitute spot zoning as the amendment serves the best interests of the community as a whole; and Response One of the stated purposes of the SB/R 2 district is "... to ensure compatibility with adjacent land uses, all permitted uses, development and activity within the zone district shall be subject to approval of a comprehensive development plan in accordance with the provisions of this article". The requirement for all development within the SB/R 2 district to obtain approval of a development plan would inherently provide a system to ensure "orderly growth of our community". "Spot zoning" is generally considered applying zoning to a single (often small - sized) property without consideration the community's broader context. By the same token, courts have upheld re -zoning of single properties (regardless of size) if the re -zoning is consistent with a communities land use objectives and relevant community plans. Given the proposed re -zonings conformance with applicable community plans, this request would not be considered "spot zoning". (5) The extent to which the zone district amendment 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; Response The proposed re -zoning would not result in an adverse impact on any of the considerations listed above. (6) The extent to which the zone district amendment is consistent with the purpose statement of the proposed zone district; Response The stated purpose of the Ski Base/Recreation 2 district is: The Ski Base/Recreation 2 district is intended to provide sites for facilities, activities and uses necessary for and appurtenant to the operation of a ski mountain. A variety of other facilities, uses and Ski and Snowboard Club Vail Rezoning and CUP Applications Page 18 activities, including, but not limited to, residential, public and semipublic uses and special community events typically associated with a vibrant resort community are also permitted within the zone district. The ski base/recreation 2 district is intended to ensure adequate light, air, open space and other amenities appropriate to permitted and conditional uses throughout the zone district. In order to achieve this objective and to ensure compatibility with adjacent land uses, all permitted uses, development and activity within the zone district shall be subject to approval of a comprehensive development plan in accordance with the provisions of this article. Furthermore, due to the likelihood of this district being located at the base of Vail Mountain, and upon some of the most critical and important lands to the future success and resort character of the town, development within this district shall be evaluated based upon its ability to meet the specific purposes of this title and to provide "compelling public benefits which further the public interests" that go beyond any economic benefits to the landowner. (Ord. 29(2005) § 25: Ord. 4(2003) § I) The existing and planned uses of the subject site are consistent with "uses and activities, including, but not limited to, residential, public and semipublic uses and special community events typically associated with a vibrant resort community ". The proposed amendment is consistent with the purpose of the SB/R 2 zone district. (7) The extent to which the zone district amendment demonstrates how conditions have changed since the zoning designation of the subject property was adopted and is no longer appropriate; Response This is not necessarily a case where "conditions have changed" so much as it is a situation where the re -zoning is necessary to provide one single zone district to regulate the future development of the SSCV parcel. (8) Such other factors and criteria as the commission and/or council deem applicable to the proposed rezoning. Response To be determined by the Planning and Environmental Commission and/or Town Council. The diagram below depicts the area to be re -zoned. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 19 Boundary of Existing SSCV ftirLef In n iP l� l be rezoned l to SB/R-2 Y Conditional Use Permit The Town has historically considered the SSCV use as a "private and public club". This use is permissible in the SB/R-2 zone district. Over the years the Town has approved a number of Conditional Use Permits for SSCV. Re -development of the building necessitates issuance of an amended CUP for the project. Criteria to be used in evaluation of a proposed CUP the following: (1) Describe the precise nature of the proposed use and measures proposed to make the use compatible with other properties in the vicinity. Response The nature of the proposed use and measures to ensure the project's compatibility are outlined above in section IV of this report. This property has been used by the Club for over forty years. This alone demonstrates the compatibility of this use with other properties in the vicinity. Enhancement to athlete pick up/drop off facilities, the redevelopment of the building and other site/landscape improvements will re -enforce SSCV's compatibility with other properties in the vicinity. (2) The relationship and impact of the use on development objectives of the Town. Response Ski and Snowboard Club Vail Rezoning and CUP Applications Page 20 Re -zoning criteria #I (see above) provides a comprehensive assessment of how the proposal conforms to the town's comprehensive plan and overall development objectives. (3) The effect of the use on light and air, distribution of population, transportation facilities, utilities, schools, parks and recreation facilities, and other public facilities and public facility needs. Response The proposed project will not have an adverse effect on any of the factors listed above. (4) The effect upon traffic, with particular reference to congestion, automotive and pedestrian safety and convenience, traffic flow and control, access, maneuverability, and removal of snow from the streets and parking area. Response Athlete pick-up and drop-off on weekend days during the ski season impact traffic conditions on Vail Valley Drive. Significant steps have been taken by the Club (and Vail Resorts) over the past few years to minimize the impact of weekend traffic and the results of these efforts has been widely regarded as very positive. The proposed re -development includes many steps to further improve the Club's ability to manage pick-up and drop-off. Foremost among these is widening the drive aisle to the Club (to provide more space to facilitate loading/unloading) and to snowmelt this surface (to ensure that the width of the drop-off area does not diminish from snow buildup). A host of management strategies (both new initiatives and existing programs) are also proposed (refer to Section IV.) to ensure that the club does not adversely impact traffic flow on Vail Valley Drive. (5) The effect upon the character of the area in which the proposed use is to be located, including the scale and bulk of the proposed use in relation to surrounding uses. Response The proposed building is designed within the maximum building height permitted by the SB/R-2 zone district. It should be noted that the allowable height of the SB/R-2 zone district is less than the building height permitted by zoning on properties surrounding SSCV. As such, the proposed building is very much in keeping with the scale and bulk of surrounding uses. Ski and Snowboard Club Vail Rezoning and CUP Applications Page 21 VI. APPENDIX Legal Description of area to be re -zoned Traffic Analysis Letter Ski and Snowboard Club Vail Rezoning and CUP Applications Page 22 PROPERTY DESCRIPTION That part of Parcel 1, Golden Peak Ski Base and Recreation District Parcel, according to the map thereof recorded in the office of the Eagle County, Colorado, Clerk and Recorder, described as follows: Beginning at a point on the northerly boundary of said Parcel 1, also being the southerly right of way of Vail Valley Drive, whence the northeasterly corner of said Parcel 1 common with the northwesterly corner of Pinos del Norte Condominiums, according to the map thereof recorded in the office of the Eagle County, Colorado, Clerk and Recorder, bears S82°19'22"E 87.51 feet; thence departing said line S22'50'04"W 139.33 feet; thence N6709'56"W 177.42 feet; thence N22'50'04"E 134.17 feet to said northerly boundary of Parcel 1; thence along said boundary S59°20'04"E 20.42 feet to the northwesterly corner of the Ski and Snowboard Club Vail Parcel as recorded in Book 247, Page 18, in the office of the Eagle County, Colorado, Clerk and Recorder; thence the following 3 courses alone the westerly, southerly, andeasterly lines of said Ski and Snowboard Club Vail Parcel: 1) S30'39'56"W 90.00 feet; 2) S67 -10'34"E 155.28 feet; 3) N07'35'59"E 90.00 feet; thence along said northerly line of Parcel 1 S82'19'22"E 39.18 feet; to the point of beginning, containing 0.2578 acres, more or less. Stan Hogfe Colorado P Eagle VdIIle„ N22'50'04"E 134.17' 01 100'00 SCALE: 1"=100' x'114 iR. 0.11 <<Ei- ..E S ao`.o.1 ) SKI AND SNOWBOARD CLUB VAIL S30°39'56"W (BOOK 247, PAGE 18) 90.00' 20.42' S82°19'2211 E 126.69' -ter DESCRIBED PARCEL 0.258 ACRES N6)°09 N07'35'59"E 90.00' - 2 PARCEL 1 GOLDEN PEAK SKI BASE & RECREATION DISTRICT PARCEL In 0 N 0i PINGS DEL :9 NORTE CA Ln po o JOB No. 1098 C_" Kimley-Horn and Associates, Inc. April 28, 2014 Aldo Radamus Executive Director Ski & Snowboard Club Vail 598 Vail Valley Drive Vail, CO 81632 Re: Ski & Snowboard Club Vail Traffic Analysis Letter Dear Mr. Radamus: This letter has been prepared providing the results of our traffic analysis for the existing Ski & Snowboard Club Vail (SSCV) located at 598 Vail Valley Drive in Vail, Colorado. The purpose of the traffic analysis is to review the existing traffic conditions at SSCV and the surrounding Golden Peak neighborhood as well as to evaluate possible modifications to the existing site or traffic and drop-off management plan to improve the SSCV's current traffic operations and mitigate queuing at the entrance access point. The impetus for this traffic analysis is SSCV's plans to redevelop their clubhouse. It is our understanding that this redevelopment will expand facilities to meet the current needs of SSCV and is not intended to result in significant increases to club membership. While redevelopment of the building is to include two new residential condominiums, these units are not expected to result in an appreciable increase of trips generated by the club. As such, this analysis focuses on existing traffic conditions and methods for improvement traffic flow at the Club. A vicinity map showing the location of the SSCV has been provided in the attached Figure 1. Regional access to SSCV is provided by Interstate 70 and primary access is provided by South Frontage Road and Vail Valley Drive. Direct access to the property is provided via two access drives along Vail Valley Drive. The westernmost access drive is an entrance only and the easternmost drive is an exit only. The SSCV site is located east of both the Gold Peak Base Lodge (and public drop- off area) and the Golden Peak Children's Center. Residential areas exist to the north and east of the SSCV site. ■ Suite 200 990 South Broadway Denver, Colorado 80209 C_" Kimley-Horn and Associates, Inc. Existing Conditions/Data Collection Mr. Aldo Rodamus, April 28, 2014, Page 2 Existing peak hour turning movement counts were conducted at the following five key intersections on Saturday, March 15, 2014, from 8:00 am to 9:30 am and 2:30 pm to 4:00 pm: • Hanson Ranch Road and Vail Valley Drive • Gold Peak & Vail Valley Drive • Golden Peak Children's Center Southeast Access and Vail Valley Drive • Ski & Snowboard Club Vail West Access and Vail Valley Drive • Ski & Snowboard Club Vail East Access and Vail Valley Drive The counts were obtained during the morning and afternoon peak hours in 15 - minute intervals. The turning movement counts are shown in the attached Figure 2. The SSCV's drop-off area was also video recorded on Saturday, March 15, 2014, from 8:00 am to 9:30 am and 2:30 pm to 4:00 pm to allow for an analysis of SSCV's current traffic and drop-off management plan. These times coincide with the peak pick-up and drop-off times at the club. Traffic to and from the club varies from weekend to weekend depending upon team schedules (i.e. how many athletes are in Vail training and how many are out of town competing at events). March 15th was considered a "typical" weekend. Traffic Analysis The existing traffic volume along Vail Valley Drive was analyzed. Based on the traffic volume data collected, the percentage of eastbound through traffic at the Vail Valley Drive/Hanson Ranch Road intersection whose destination was SSCV was calculated and is provided in Table 1. In addition, the traffic destined for the Golden Peak Drop -Off and Golden Peak Children's Center was also calculated to provide an overall comparison for traffic traveling along Vail Valley Drive. This is also provided in Table 1. Table 1- Destination of Eastbound Through Traffic at Vail Valley Drive/Hanson Ranch Road Intersection The percentage of eastbound entering traffic at the Vail Valley Drive/Hanson Ranch Road intersection destined to the SSCV in the morning peak hour is 26.4 percent and 18.8 percent in the afternoon peak hour. This is comparable to both the Golden Peak Drop-off and Golden Peak Children's Center facilities directly west of SSCV. Therefore, all three of these drop-off areas were found to Destination Golden Peak Golden Peak Peak Hour Drop-off Children's SSCV Other Center AM 83 vph / 24.6% 80 vph / 23.7% 89 vph / 26.4% 85 vph / 25.3% PM 71 vph / 25.7% 58 vph / 21.0% 52 vph / 18.8% 95 vph / 34.4% The percentage of eastbound entering traffic at the Vail Valley Drive/Hanson Ranch Road intersection destined to the SSCV in the morning peak hour is 26.4 percent and 18.8 percent in the afternoon peak hour. This is comparable to both the Golden Peak Drop-off and Golden Peak Children's Center facilities directly west of SSCV. Therefore, all three of these drop-off areas were found to C_" Kimley-Horn and Associates, Inc. Mr. Aldo Radamus, April 28, 2014, Page 3 contribute equally to the eastbound volume along Vail Valley Drive. The SSCV had a slightly higher percentage of eastbound traffic during the morning peak hour than the other two drop-off areas. During the afternoon peak hour, the SSCV had the lowest percentage of traffic volumes generated compared with the Golden Peak and Golden Peak Children's Center pick-up zones. The percentage of "other" eastbound traffic (pass through traffic or traffic to surrounding residential development) is roughly a fourth of the volume in the morning peak hour and over a third of the volume in the afternoon peak hour. The percentage of westbound traffic destined for SSCV, Golden Peak Drop -Off, and Golden Peak Children's Center was also calculated to provide an overall comparison for westbound traffic traveling along Vail Valley Drive. This is provided in Table 2. Table 2 - Destination of Westbound Through Traffic at Vail Valley Drive/SSCV East Access Intersection The percentage of westbound entering traffic at the Vail Valley Drive/SSCV East Access intersection destined to the SSCV in the morning peak hour is 29.0 percent and 16.3 percent in the afternoon peak hour. For the morning peak hour, SSCV's destination percentage is comparable to both the Golden Peak Drop-off and the overall percentage of westbound vehicles whose destination was other than those counted. Golden Peak Children's Center had the lowest percentage of westbound traffic in the morning and afternoon peak hours compared the other two drop off areas. The SSCV had a lower percentage of westbound traffic during the afternoon peak hour. During the afternoon peak hour, 51.3 percent of the westbound Vail Valley Drive traffic has a destination other than the three drop- off areas (pass through traffic or traffic to surrounding residential development). It was observed that Vail Valley Drive had a traffic volume of 689 vehicles per hour (both directions) north of Hanson Ranch Road. A two-lane roadway has a capacity of about 1,800 vehicles per hour. Based on this, existing Vail Valley Drive has plenty of reserve traffic capacity available, operating at approximately 38 percent of capacity. An analysis of traffic operations at the SSCV's East Exit Only Access/Vail Valley Drive intersection was conducted to determine if there were capacity deficiencies in its existing condition. Capacity analysis results are listed in terms of Level of Service (LOS). LOS for the stop controlled intersection was calculated using Synchro 8 Software using the Highway Capacity Manual (HCM) methodology. Table 3 provides the results of the LOS analysis at this existing intersection and calculations for the LOS at the intersection are attached. The northbound Destination Golden Peak Golden Peak Peak Hour Drop-off Children's SSCV Other Center AM 19 vph / 30.7% 10 vph / 16.1% 18 vph / 29.0% 15 vph / 24.2% PM 16 vph / 20.0% 10 vph / 12.5% 13 vph / 16.3% 41 vph / 51.3% The percentage of westbound entering traffic at the Vail Valley Drive/SSCV East Access intersection destined to the SSCV in the morning peak hour is 29.0 percent and 16.3 percent in the afternoon peak hour. For the morning peak hour, SSCV's destination percentage is comparable to both the Golden Peak Drop-off and the overall percentage of westbound vehicles whose destination was other than those counted. Golden Peak Children's Center had the lowest percentage of westbound traffic in the morning and afternoon peak hours compared the other two drop off areas. The SSCV had a lower percentage of westbound traffic during the afternoon peak hour. During the afternoon peak hour, 51.3 percent of the westbound Vail Valley Drive traffic has a destination other than the three drop- off areas (pass through traffic or traffic to surrounding residential development). It was observed that Vail Valley Drive had a traffic volume of 689 vehicles per hour (both directions) north of Hanson Ranch Road. A two-lane roadway has a capacity of about 1,800 vehicles per hour. Based on this, existing Vail Valley Drive has plenty of reserve traffic capacity available, operating at approximately 38 percent of capacity. An analysis of traffic operations at the SSCV's East Exit Only Access/Vail Valley Drive intersection was conducted to determine if there were capacity deficiencies in its existing condition. Capacity analysis results are listed in terms of Level of Service (LOS). LOS for the stop controlled intersection was calculated using Synchro 8 Software using the Highway Capacity Manual (HCM) methodology. Table 3 provides the results of the LOS analysis at this existing intersection and calculations for the LOS at the intersection are attached. The northbound C_" Kimley-Horn and Associates, Inc. Mr. Aldo Radamus, April 28, 2014, Page 4 approach movement (traffic exiting from SSCV) operates at an acceptable LOS A during both the morning and afternoon peak hours. Table 3 — Existing East Exit Only Access LOS Analvsis Results Discussion of Proposed Traffic Operations Improvement Measures It is understood that there have been several possible improvements recommended to assist with the on-site queuing for SSCV. These are addressed below. Reversing the direction of entering and exiting traffic at the existing driveways has been suggested as a means for improving flow. In this scenario, the western access would be modified to serve exiting traffic and the eastern access would be modified to serve entering traffic. Traffic volumes from this operation are shown in attached Figure 3. To evaluate this proposed change, a capacity analysis was conducted assuming the reverse in flow for the northbound approach movement at the SSCV's West Access/Vail Valley Drive intersection. Table 4 provides the results of the LOS analysis at this intersection and calculations for the LOS at the intersection are attached. The northbound approach movement (traffic exiting from SSCV) operates at an acceptable LOS in both the morning and afternoon peak hours, but there is a slightly longer delay for exiting traffic. The northbound exiting approach degrades to LOS B during the morning peak hour. Table 4 — Reverse Flow West Exit Only Access LOS Analvsis Results Saturday Saturday AM Peak Hour PM Peak Hour Delay (sec/veh) LOS Delay (sec/veh) LOS SCENARIO 2014 Existing Northbound Approach 9.6 A 9.6 A Discussion of Proposed Traffic Operations Improvement Measures It is understood that there have been several possible improvements recommended to assist with the on-site queuing for SSCV. These are addressed below. Reversing the direction of entering and exiting traffic at the existing driveways has been suggested as a means for improving flow. In this scenario, the western access would be modified to serve exiting traffic and the eastern access would be modified to serve entering traffic. Traffic volumes from this operation are shown in attached Figure 3. To evaluate this proposed change, a capacity analysis was conducted assuming the reverse in flow for the northbound approach movement at the SSCV's West Access/Vail Valley Drive intersection. Table 4 provides the results of the LOS analysis at this intersection and calculations for the LOS at the intersection are attached. The northbound approach movement (traffic exiting from SSCV) operates at an acceptable LOS in both the morning and afternoon peak hours, but there is a slightly longer delay for exiting traffic. The northbound exiting approach degrades to LOS B during the morning peak hour. Table 4 — Reverse Flow West Exit Only Access LOS Analvsis Results While this measure would increase the separation between the SSCV entrance access drive and other access drives west of the SSCV facility, this modification is not recommended. It creates a conflict between the traffic entering and exiting the site. Currently, traffic entering from the east and exiting to the west does not cross paths. It is operationally not ideal to create a traffic pattern where exiting vehicles from SSCV have longer delay from the entering SSCV traffic volume along Vail Valley Drive. In addition, this would mean then that drop-offs and pick-ups would primarily occur from the passenger side away from the building and access to the mountain. All pedestrians in that case would need to cross in front of queued vehicles, likely causing additional delay. Saturday Saturday AM Peak Hour PM Peak Hour SCENARIO Delay (sec/veh) LOS Delay (sec/veh) LOS 2014 Existing Northbound Approach 10.2 B 9.9 A While this measure would increase the separation between the SSCV entrance access drive and other access drives west of the SSCV facility, this modification is not recommended. It creates a conflict between the traffic entering and exiting the site. Currently, traffic entering from the east and exiting to the west does not cross paths. It is operationally not ideal to create a traffic pattern where exiting vehicles from SSCV have longer delay from the entering SSCV traffic volume along Vail Valley Drive. In addition, this would mean then that drop-offs and pick-ups would primarily occur from the passenger side away from the building and access to the mountain. All pedestrians in that case would need to cross in front of queued vehicles, likely causing additional delay. C_" Kimley-Horn and Associates, Inc. Mr. Aldo Radamus, April 28, 2014, Page 5 Encouraging SSCV members to access SSCV from the east has also been proposed as a possible measure to improve the SSCV's current traffic operations. While this measure would increase the amount of traffic on the predominantly residential portions of Vail Valley Drive east of the SSCV facility, it would benefit the overall traffic condition along eastbound Vail Valley Drive during the peak hours. Per the count data, traffic volumes on westbound Vail Valley Drive are significantly less than the eastbound volumes. Therefore, this is a good traffic solution. However, there may be other political or perceived negative impacts by rerouting traffic through the golf course and residential areas to the east. Video Analysis of Existing Plan It is understood that at times the entering queue of vehicles at SSCV has extended off-site and into Vail Valley Drive. On Saturday, March 15, 2014, this did not occur. All entering vehicles and queues were maintained on-site. SSCV has implemented a drop-off and pick-up plan that has improved operations. In fact, in our observations these operations are working quite well considering the volume of vehicles and pedestrians that are served during drop-off and pick-up. For reference, there were 107 vehicles observed dropping off (approximately 1 vehicle every 34 seconds) during the morning peak hour and 65 vehicles picking up (approximately 1 vehicle every 55 seconds) during the afternoon peak hour. Through review of the drop-off and pick-up video during the morning and afternoon peak periods, the following observations were made regarding SSCV's current traffic and drop-off management plan: • SSCV staff (4) wearing orange/yellow vests and red coats assist with directing traffic and assistance with unloading equipment, gear and students. This works very well. To improve visibility all staff directing traffic should continue to wear vests while managing traffic flow. • Vehicles are directed by staff to the left and right drop-off/pick-up lanes while maintaining (to the extent possible, acknowledging snow storage reduces the room available for lanes in the peak of winter) a through lane in between. The staff direct traffic to keep a balanced queue length in each left and right side drop-off/pick-up lanes. It appears as though when there are a lot of pedestrians along the sidewalk and building, the left queue lane is used first. • Drivers have the tendency or desire to stop adjacent to the existing stairway on the west side of the building during both unloading and pickup time frames for convenience. The staff does their best to direct traffic to drive further into the site so that the queues stay manageable. This effort should continue. • Through emails and other communication, parents who need to spend time at the club (i.e. do more than just drop off or pick up) are encouraged to park in the Town's parking structure. This effort should continue. • Drivers are encouraged to stay in their vehicles at all times so they can move up in the queen as vehicles ahead of them leave. This step is C_" Kimley-Horn and Associates, Inc. Mr. Aldo )Us, April 28, 20144,, Page 6 critically important to the efficiency of the drop-off and pick-up and should continue. The following are recommendations for consideration that may improve the current SSCV traffic and drop-off/pick-up management plan based our observations: • Provide one dedicated staff member to remain in the center of the drive, directing traffic through the entire unloading/pick-up zone during peak hours. This one person should not provide assistance with ski gear so that they stay available to direct traffic as necessary. • When designing the new club building, consider widening the drop-off area (to ensure three lanes) and the construction of a wider sidewalk along the curb aisle adjacent to the building. This wider sidewalk area will better accommodate pedestrian movement. Also, providing ski racks/equipment storage areas within the sidewalk area will improve efficiency. • With a wider sidewalk, it would be beneficial to direct drivers to park use the right lane first, then to the left when the right drive queue is full. Pedestrians dropped off and being picked up from vehicles along the left drive cross the through lane and right drive aisle, causing more delay for these vehicles. Also, a cleaner and more efficient operation should result by reducing the vehicle to pedestrian conflicts. • Relocating the pedestrian drop-off area and access to the mountain to the east, further up the drive will increase the length of the queue. This should be considered in the design of the new club building. Providing amenities such as benches and ski racks will also be beneficial. Continue to use a staggered start and end time for the training sessions. Based on the existing drop-off and pick-up times, this is obviously done today. It was noted that the peak inflow of vehicles occurred every half hour or so, with lulls occurring in between. SSCV could even consider 15 -minute intervals to spread traffic out even further, which would likely give the biggest overall traffic improvement. A few of these recommendations are shown in the following aerial. C=" Kimley-Horn and Associates, Inc. Mr. Aldo Radamus, April 28, 2014, Page 7 It has been our pleasure to provide these traffic engineering services to the Ski & Snowboard Club Vail. If you have any questions regarding this analysis or our recommendations, please feel free to call me at (303) 228-2300. Sincerely, KIMLEY.HORN AND ASSOCIATES, INC. Curtis D. Rowe, P.E., PTOE Vice President RE 36355 4/28/14 p��ss�ONAL •�-��\� �NTeRSTATf �� ,\A L L 7 1 N NORTH NTS 096365000 - GOLD PEAK DROP-OFF EV DR GOLDEN PEAK v PSL v CHRDREN'S CENTER PROJECT LOCATION SKI & SNOWBOARD CLUB VAIL FIGURE 1 VICINITY MAP cKimley-Hornon and Associates, Inc. �N (`v 0(3) M M 0(1) 0(0) 0(0) — o(o) v M N TERSTq r C M TE ') , 0 � S FRO"-AG77 E MEqDOW �R L L 7 7� GORE CREEK DR NPP �H R R / G\R — G GOLDEN PEAK M\\ DROP—OFF GOLDEN PEAK CHILDREN'S CENTER COMM NORTH ­'— 332(253) NTS 096365000 Z__ 19(16) 193(255) — 83(71) o <-- 127(138) L� 10(10) 132(122) 80(58) N r> F— 142(132) 18(13) ENTRANCE _EXIT I NO � 34(60) 89(52) � 0 Study Area Key Intersection XX(XX) Weekday AM(PM) Peak Hour Traffic Volumes Counts Taken Saturday, March 15, 2014 Peak Hours: 8:15 — 9:15 AM, 3:00 — 4:00 PM SKI & SNOWBOARD CLUB VAIL EXISTING 2014 TRAFFIC VOLUMES SKI & SNOWBOARD CLUB VAIL <-- 62(80) 0(0) 33(60) 0(0) v �' rn r FIGURE 2 CKimley-Hornon and Associates, Inc. /NTERS7- TE 70 S FRO"A(G'77 E ME400W �R Z_L 7 7� r� GORE CREEK DR NPP �H R R / G\R GOLDEN PEAK DROP—OFF COMM NORTH NTS 096365000 F— 45(67) 0(0) GOLDEN PEAK VENTRANCE;, EXIT CHILDREN'S CENTER I Offi I � 123(112) � 0(0) � c`nvo r I C_rIC-Nin 0 Study Area Key Intersection XX(XX) Weekday AM(PM) Peak Hour Traffic Volumes Counts Taken Saturday, March 15, 2014 Peak Hours: 8:15 — 9:15 AM, 3:00 — 4:00 PM SKI & SNOWBOARD CLUB VAIL REVERSED DROP-OFF & PICK-UP TRAFFIC VOLUMES SKI & SNOWBOARD CLUB VAIL <-- 44(67) Z__ 18(13) 44(75) 89(52) 0 0 FIGURE 3 CKimley-Hornon and Associates, Inc. A Ewumma e "J"Ir 14. .6*p .,Art M n -h Rd i All V D . )rL 6 'Mueak & Vad.Valley Dr. P 7 -H ad*SK'A Snowboard Club & VVL) S U. it '*V.VD '0. ppratAnsof On, -rSi eef),opli0ft & PiCK U, pil ok wy mo 13,Q300gle Gocslc earth, f Imagery Date: 9123/2011 39'38'20.27" N 106'22'03.05" W elev 8217 ft eye alt 9984 ft Vail, CO Ski & Snowboard Club Vail AM Peak Hanson Ranch Rd and Vail Valley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name :Hanson RanchVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Hanson Ranch Rd Driveway Vail Valley Dr Vail Valley Dr Eastbound Westbound Northbound Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 08:00 AM 1 0 0 1 0 0 1 1 1 26 0 27 1 46 11 58 87 08:15 AM 0 0 0 0 0 0 0 0 1 44 0 45 0 87 17 104 149 08:30 AM 0 0 0 0 0 0 0 0 1 68 0 69 2 93 19 114 183 08:45 AM 0 0 0 0 0 0 0 0 3 82 0 85 1 108 20 129 214 Total 1 0 0 1 0 0 1 1 6 220 0 226 4 334 67 405 633 09:00 AM 0 0 0 0 0 0 0 0 3 57 1 61 0 49 17 66 127 09:15 AM 0 0 0 0 0 1 0 1 3 67 0 70 0 54 12 66 137 Grand Total 1 0 0 1 0 1 1 2 12 344 1 357 4 437 96 537 897 Apprch % 100 0 0 0 50 50 3.4 96.4 0.3 0.7 81.4 17.9 Total % 0.1 0 0 0.1 0 0.1 0.1 0.2 1.3 38.4 0.1 39.8 0.4 48.7 10.7 59.9 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Hanson Ranch Rd and Vail Valley Dr File Name :Hanson RanchVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 Vail Valley Dr Out In Total 346 537 883 96 437 4 Right Thru Left 1—i 1 IL/ 15 o� �~T �� �O [ME� North n� U M T �� ~ 0 3/1 5/201 4 08:00 AM 3/1 5/201 4 09:15 AM �� QD Flo . = 0 0 Unshifted a o F+ Left Thru Right 121 344 1 437 357 794 Out In Total Vail Val ley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Hanson Ranch Rd and Vail Valley Dr File Name :Hanson RanchVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total reaK Hour Analysis rrom ub:UU AMI io Uy:i o AMI - reaK l OT l Hanson Ranch Rd Eastbound Driveway Westbound Vail Valley Dr Northbound Vail Valley Dr Southbound Start Time Left Thru Right APP Total Left Thru Right APP Total Left Thru tRight APP Total Left Thru Right APP Total Int. Total reaK Hour Analysis rrom ub:UU AMI io Uy:i o AMI - reaK l OT l Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 0 0 0 0 0 0 0 0 1 44 0 45 0 87 17 104 149 08:30 AM 0 0 0 0 0 0 0 0 1 68 0 69 2 93 19 114 183 08:45 AM 0 0 0 0 0 0 0 0 3 82 0 85 1 108 20 129 214 09:00 AM 0 0 0 0 0 0 0 0 3 57 1 61 0 49 17 66 127 Total Volume 0 0 0 0 0 0 0 0 8 251 1 260 3 337 73 413 673 App. Total 0 0 0 0 0 0 3.1 96.5 0.4 0.7 81.6 17.7 PHF .000 .000 .000 .000 .000 .000 .000 .000 .667 .765 .250 .765 .375 .780 .913 .800 .786 0 0 Y vail valley ur Out In Total 251 413 664 73 337 3 Right Thru Left •L 1 L4 Peak Hour Data Norh Peak Hour Begins at 08:15 AM Unshifted +-1 T F► Left Thru Right 8 251 1 337 260 597 OutIn Total vii v�uo" n. Vail, CO Ski & Snowboard Club Vail PM Peak Hanson Ranch Rd and Vail Valley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name :Hanson RanchVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Hanson Ranch Rd Driveway Vail Valley Dr Vail Valley Dr Eastbound Westbound Northbound Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Th ru Right App. Total Int. Total 02:30 PM 0 0 0 0 0 0 1 1 4 40 0 44 0 49 19 68 113 02:45 PM 0 0 0 0 0 0 0 0 0 42 0 42 0 71 15 86 128 Total 0 0 0 0 0 0 1 1 4 82 0 86 0 120 34 154 241 03:00 PM 0 0 0 0 0 0 0 0 5 48 1 54 0 79 23 102 156 03:15 PM 0 0 0 0 1 1 0 2 3 92 1 96 3 78 13 94 192 03:30 PM 0 0 0 0 0 0 0 0 6 105 0 111 0 63 24 87 198 03:45 PM 0 0 0 0 0 0 3 3 5 78 1 84 0 56 24 80 167 Total 0 0 0 0 1 1 3 5 19 323 3 345 3 276 84 363 713 Grand Total 0 0 0 0 1 1 4 6 23 4053 431 3 396 118 517 954 Apprch % 0 0 0 16.7 16.7 66.7 5.3 94 0.7 0.6 76.6 22.8 Total % 0 0 0 0 0.1 0.1 0.4 0.6 2.4 42.5 0.3 45.2 0.3 41.5 12.4 54.2 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Hanson Ranch Rd and Vail Valley Dr File Name :Hanson RanchVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 Vail Valley Dr Out In Total 409 517 926 118 396 3 Right Thru Left 1—i 1 IL/ 15 O ? �0 [ �� North3 U O M O �� C ~ o 3/1 5/20 1 4 02:30 PIM 3/1 5/201 4 03:45 PIM a COT Unshifted o O F+ Left Thru Right 231 405 3 397 431 828 Out In Total Vail Val ley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Hanson Ranch Rd and Vail Valley Dr File Name :Hanson RanchVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total reaK Hour Analysis rrom U'C:;SU I -m io U:5:4b mm - reaK l OT l Hanson Ranch Rd Eastbound Driveway Westbound Vail Valley Dr Northbound Vail Valley Dr Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru tRight App. Total Left Thru Right App. Total Int. Total reaK Hour Analysis rrom U'C:;SU I -m io U:5:4b mm - reaK l OT l Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 0 0 0 0 0 0 0 0 5 48 1 54 0 79 23 102 156 03:15 PM 0 0 0 0 1 1 0 2 3 92 1 96 3 78 13 94 192 03:30 PM 0 0 0 0 0 0 0 0 6 105 0 111 0 63 24 87 198 03:45 PM 0 0 0 0 0 0 3 3 5 78 1 84 0 56 24 80 167 Total Volume 0 0 0 0 1 1 3 5 19 323 3 345 3 276 84 363 713 App. Total 0 0 0 20 20 60 5.5 93.6 0.9 0.8 76 23.1 PHF .000 .000 .000 .000 .250 .250 .250 .417 .792 .769 .750 .777 .250 .873 .875 .890 .900 -o �T o 6 �J� Y vail valley ur Out In Total 326 363 689 84 276 3 Right Thru Left •L 1 L4 Peak Hour Data Norh Peak Hour Begins at 03:00 PM Unshifted +-1 T F► Left Thru Right 19 323 3 277 345 622 OutIn Total vii v�uo" n. Vail, CO Ski & Snowboard Club Vail AM Peak Gold Peak and Vail Valley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name : GoldPeakVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Gold Peak Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 36 9 45 6 37 43 1 1 2 90 08:15 AM 42 14 56 6 37 43 0 0 0 99 08:30 AM 51 25 76 8 53 61 0 0 0 137 08:45 AM 54 26 80 4 96 100 0 0 0 180 Total 183 74 257 24 223 247 1 1 2 506 09:00 AM 43 20 63 5 104 109 0 0 0 172 09:15 AM 45 12 57 2 79 81 1 0 1 139 Grand Total 271 106 377 31 406 437 2 1 3 817 Apprch % 71.9 28.1 7.1 92.9 66.7 33.3 Total % 33.2 13 46.1 3.8 49.7 53.5 0.2 0.1 0.4 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Gold Peak and Vail Valley Dr File Name : GoldPeakVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 �00 sr- � �o o ^ i North < T m ' ~ 3/1 5/20 1 4 08:00 AM c Q a m o 3/1 5/201 4 09:15 AM > T� ♦ �"� o o Unshifted O� ow Left Right 2 1 137 0 140 Out In Total Gold Peak RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Gold Peak and Vail Valley Dr File Name : GoldPeakVVDAM Site Code : 1 PO 30 Start Date : 3/15/2014 Page No :3 Int. Total F-eaK Hour Analysis rrom Utf:UU ANI lA UU:1 b ANI - reaK l OT l Vail Valley Dr Eastbound Vail Valley Dr Westbound Gold Peak Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis rrom Utf:UU ANI lA UU:1 b ANI - reaK l OT l Peak Hour for Entire Intersection Begins at 08:30 AM 08:30 AM 51 25 76 8 53 61 0 0 0 137 08:45 AM 54 26 80 4 96 100 0 0 0 180 09:00 AM 43 20 63 5 104 109 0 0 0 172 09:15 AM 45 12 57 2 79 81 1 0 1 139 Total Volume 193 83 276 19 332 351 1 0 1 628 % App. Total 69.9 30.1 5.4 94.6 100 0 PHF .894 .798 .863 .594 .798 .805 .250 .000 .250 .872 Peak Hour Data �o r o� �O o rn North < m — N Peak Hour Begins at 08:30 AM N w m > j Unshifted m O A � Left Right 1 0 102 1 103 Out In Total Gold Peak Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak and Vail Valley Dr RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name : GoldPeakVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Gold Peak Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 30 11 41 2 28 30 0 0 0 71 02:45 PM 74 16 90 1 44 45 0 0 0 135 Total 104 27 131 3 72 75 0 0 0 206 03:00 PM 67 20 87 4 72 76 1 0 1 164 03:15 PM 79 26 105 9 82 91 0 0 0 196 03:30 PM 35 9 44 2 55 57 0 0 0 101 03:45 PM 40 11 51 2 70 72 0 0 0 123 Total 221 66 287 17 279 296 1 0 1 584 Grand Total 325 93 418 20 351 371 1 01 790 Apprch % 77.8 22.2 5.4 94.6 100 0 To % 41.1 11.8 52.9 2.5 44.4 47 0.1 0 0.1 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak and Vail Valley Dr File Name : GoldPeakVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 �0 s� �O o NNorth < _2 m ~ 3/1 5/20 1 4 02:30 PM c w m rn 3/1 5/201 4 03:45 PM r (D % Unshifted O �m rn— Left Right 1 0 113 0 114 Out In Total Gold Peak RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak and Vail Valley Dr File Name : GoldPeakVVDPM Site Code : 1 PO 30 Start Date : 3/15/2014 Page No :3 Int. Total F-eaK Hour Analysis rrom uz:ju F'NI to ua:4b F'NI - reaK l OT l Vail Valley Dr Eastbound Vail Valley Dr Westbound Gold Peak Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis rrom uz:ju F'NI to ua:4b F'NI - reaK l OT l Peak Hour for Entire Intersection Begins at 02:45 PM 02:45 PM 74 16 90 1 44 45 0 0 0 135 03:00 PM 67 20 87 4 72 76 1 0 1 164 03:15 PM 79 26 105 9 82 91 0 0 0 196 03:30 PM 35 9 44 2 55 57 0 0 0 101 Total Volume 255 71 326 16 253 269 1 0 1 596 % App. Total 78.2 21.8 5.9 94.1 100 0 PHF .807 .683 .776 .444 .771 .739 .250 .000 .250 .760 Peak Hour Data 0 � �o o i North < m — r Peak Hour Begins at 02:45 PM N m > m > Unshifted N on �o A � Left Right 1 0 87 1 88 Out In Total I Gold Peak RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO File Name : Gold PeakChildCenterVVDAM Ski & Snowboard Club Vail Site Code : IPO 30 AM Peak Start Date : 3/15/2014 Golden Peak Child Center and Vail Valley Page No : 1 Groups Printed- Unshifted Vail Valley Dr Vail Valley Dr Golden Peak Child Center Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 16 2 18 1 13 14 7 0 7 39 08:15 AM 48 10 58 0 33 33 5 1 6 97 08:30 AM 33 7 40 3 39 42 7 0 7 89 08:45 AM 35 41 76 6 42 48 9 1 10 134 Total 132 60 192 10 127 137 28 2 30 359 09:00 AM 16 22 38 1 13 14 10 2 12 64 09:15 AM 23 13 36 1 17 18 9 0 9 63 Grand Total 171 95 266 12 157 169 47 4 51 486 Apprch % 64.3 35.7 7.1 92.9 92.2 7.8 Total % 35.2 19.5 54.7 2.5 32.3 34.8 9.7 0.8 10.5 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO File Name : Gold PeakChildCenterVVDAM Ski & Snowboard Club Vail Site Code : IPO 30 AM Peak Start Date : 3/15/2014 Golden Peak Child Center and Vail Valley Page No : 2 s� �o o ^ North < T � � m c ~ 3/1 5/20 1 4 08:00 AM c m > Cz 3/1 5/201 4 09:15 AM m CD Unshifted --I O N A N A - Left Right 47 4 107 51 158 Out In Total n Pea Goldek Child Center RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Golden Peak Child Center and Vail Valley File Name :Gold PeakCh ildCenterVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total F-eaK Hour Analysis t-rom Utf:UU ANI 10 UU:10 ANI - reaK l OT l Vail Valley Dr Eastbound Vail Valley Dr Westbound Golden Peak Child Center Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis t-rom Utf:UU ANI 10 UU:10 ANI - reaK l OT l Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 48 10 58 0 33 33 5 1 6 97 08:30 AM 33 7 40 3 39 42 7 0 7 89 08:45 AM 35 41 76 6 42 48 9 1 10 134 09:00 AM 16 22 38 1 13 14 10 2 12 64 Total Volume 132 80 212 10 127 137 31 4 35 384 % App. Total 62.3 37.7 7.3 92.7 88.6 11.4 PHF .688 .488 .697 .417 .756 .714 .775 .500 .729 .716 Peak Hour Data o CO �O o , North < N cz r L� �S �. o Peak Hour Begins 5 at 08:15 AM is D j CD w Unshifted �.- o 0 O �0 Left Right 31 4 90 35 125 Out In Total Golden Peak Child Center RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO File Name : Gold PeakChildCenterVVDPM Ski & Snowboard Club Vail Site Code : IPO 30 PM Peak Start Date : 3/15/2014 Golden Peak Child Center and Vail Valley Page No : 1 Groups Printed- Unshifted Vail Valley Dr Vail Valley Dr Golden Peak Child Center Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 21 6 27 1 14 15 5 0 5 47 02:45 PM 23 16 39 0 19 19 5 0 5 63 Total 44 22 66 1 33 34 10 0 10 110 03:00 PM 31 15 46 2 32 34 6 0 6 86 03:15 PM 33 14 47 3 41 44 5 0 5 96 03:30 PM 30 17 47 4 32 36 8 1 9 92 03:45 PM 28 12 40 1 33 34 7 0 7 81 Total 122 58 180 10 138 148 26 1 27 355 Grand Total 166 80 246 11 171 182 36 1 37 465 Apprch % 67.5 32.5 6 94 97.3 2.7 Total % 35.7 17.2 52.9 2.4 36.8 39.1 7.7 0.2 8 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO File Name : Gold PeakChildCenterVVDPM Ski & Snowboard Club Vail Site Code : IPO 30 PM Peak Start Date : 3/15/2014 Golden Peak Child Center and Vail Valley Page No : 2 CO s� �o � ms c�Oo 2 North < T m c N ~ 3/1 5/20 1 4 02:30 PM c m a 3/1 5/201 4 03:45 PM rCD NCD 1 o o Unshifted � O N A N Left Right 36 1 91 37 128 Out In Total n Pea Goldek Child Center RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak Child Center and Vail Valley File Name :Gold PeakCh ildCenterVVD PM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total F-eaK Hour Analysis t-rom uz:ju F'NI to uj:4o F'NI - reaK l OT l Vail Valley Dr Eastbound Vail Valley Dr Westbound Golden Peak Child Center Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis t-rom uz:ju F'NI to uj:4o F'NI - reaK l OT l Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 31 15 46 2 32 34 6 0 6 86 03:15 PM 33 14 47 3 41 44 5 0 5 96 03:30 PM 30 17 47 4 32 36 8 1 9 92 03:45 PM 28 12 40 1 33 34 7 0 7 81 Total Volume 122 58 180 10 138 148 26 1 27 355 % App. Total 67.8 32.2 6.8 93.2 96.3 3.7 PHF .924 .853 .957 .625 .841 .841 .813 .250 .750 .924 Peak Hour Data 6� r o CO I � O ~ I W�— o N North G c �2 CD c G cz o Peak Hour Begins at 03:00 PM a r o j Unshifted �r 0 O �0 Left Right 26 1 68 27 95 Out In Total n Pea k Child Center RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Entrance and VVD Groups Printed- Unshifted File Name : School EntranceVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Entrance Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 0 13 13 3 15 18 0 0 0 31 08:15 AM 11 31 42 2 35 37 0 0 0 79 08:30 AM 6 24 30 3 38 41 0 0 0 71 08:45 AM 11 25 36 11 52 63 0 0 0 99 Total 28 93 121 19 140 159 0 0 0 280 09:00 AM 6 9 15 2 17 19 0 0 0 34 09:15 AM 15 1 16 0 13 13 0 0 0 29 Grand Total 49 103 152 21 170 191 0 0 0 343 Apprch % 32.2 67.8 11 89 0 0 Total % 14.3 30 44.3 6.1 49.6 55.7 0 0 0 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Entrance and VVD File Name : School EntranceVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 c6 N r o CO I � O o North < T N m c T ~ 3/1 5/20 1 4 08:00 AM c o o 3/1 5/201 4 09:15 AM DCD > T� ♦ o � CD Unshifted � O T A N O — Left Right 0 0 124 0 124 Out In Total ki/ n r School Entrance RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Entrance and VVD File Name :School EntranceVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total F-eaK Hour Analysis rrom Utf:UU AM to UU:10 ANI - reaK 1 OT 1 Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Entrance Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis rrom Utf:UU AM to UU:10 ANI - reaK 1 OT 1 Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 11 31 42 2 35 37 0 0 0 79 08:30 AM 6 24 30 3 38 41 0 0 0 71 08:45 AM 11 25 36 11 52 63 0 0 0 99 09:00 AM 6 9 15 2 17 19 0 0 0 34 Total Volume 34 89 123 18 142 160 0 0 0 283 % App. Total 27.6 72.4 11.2 88.8 0 0 PHF .773 .718 .732 .409 .683 .635 .000 .000 .000 .715 Peak Hour Data -Fz0 T O N0 North --I < co v. c r ~ 2 N G cz Peak Hour Begins at 08:15 AM D > N M Unshifted o O� Aon Left Right 0 0 107 0 107 Out In Total Ski/Snowboard School Entrance RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Entrance and VVD Groups Printed- Unshifted File Name : School EntranceVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Entrance Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 13 8 21 1 15 16 0 0 0 37 02:45 PM 13 7 20 3 14 17 0 0 0 37 Total 26 15 41 4 29 33 0 0 0 74 03:00 PM 12 14 26 4 36 40 0 0 0 66 03:15 PM 17 11 28 3 35 38 0 0 0 66 03:30 PM 14 18 32 3 33 36 0 0 0 68 03:45 PM 17 9 26 3 28 31 0 0 0 57 Total 60 52 112 13 132 145 0 0 0 257 Grand Total 86 67 153 17 161 178 0 0 0 331 Apprch % 56.2 43.8 9.6 90.4 0 0 Total % 26 20.2 46.2 5.1 48.6 53.8 0 0 0 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Entrance and VVD File Name : School EntranceVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 �r o CO �O o 2 North < M T 2 m c T ~ 3/1 5/20 1 4 02:30 PM c m p�1 3/1CD 5/2014 03:45 PM r CD i Unshifted OT rnm A - Left Right 0 0 84 0 84 Out In Total ki/ n r School Entrance RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Entrance and VVD File Name :School EntranceVVD PM Site Code : IPO 30 Start Date : 3/15/2014 Page No :3 Int. Total reaK Hour Analysis t-rom uz:ju F'NI to uj:4o F'NI - reaK 1 OT 1 Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Entrance Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total reaK Hour Analysis t-rom uz:ju F'NI to uj:4o F'NI - reaK 1 OT 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 12 14 26 4 36 40 0 0 0 66 03:15 PM 17 11 28 3 35 38 0 0 0 66 03:30 PM 14 18 32 3 33 36 0 0 0 68 03:45 PM 17 9 26 3 28 31 0 0 0 57 Total Volume 60 52 112 13 132 145 0 0 0 257 % App. Total 53.6 46.4 9 91 0 0 PHF .882 .722 .875 .813 .917 .906 .000 .000 .000 .945 Peak Hour Data O N0 o North < C T 2 N G N Peak Hour Begins at 03:00 PM a D Fc-\jl Unshifted is o O �0 Left Right 0 0 65 0 65 Out In Total Ski/Snowboard School Entrance Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Exit and VVD RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name : SchoolExitVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Exit Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 0 0 0 0 6 6 10 5 15 21 08:15 AM 10 0 10 0 12 12 30 2 32 54 08:30 AM 6 0 6 0 20 20 27 2 29 55 08:45 AM 10 0 10 0 23 23 30 6 36 69 Total 26 0 26 0 61 61 97 15 112 199 09:00 AM 7 0 7 0 7 7 10 1 11 25 09:15 AM 15 0 15 0 9 9 2 0 2 26 Grand Total 48 0 48 0 77 77 109 16 125 250 Apprch % 100 0 0 100 87.2 12.8 Total % 19.2 0 19.2 0 30.8 30.8 43.6 6.4 50 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Exit and VVD File Name : SchoolExitVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 MC r O N �O oNorth < T 00 ~ 3/1 5/201 4 08:00 AM c m a 3/1 5/201 4 09:15 AM D > 1 �= 0 0 Unshifted OT Left Right 109 16 0 125 125 Out In Total ki/ n w r School RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Exit and VVD File Name : SchoolExitVVDAM Site Code : 1 PO 30 Start Date : 3/15/2014 Page No : 3 Int. Total F-eaK Hour Analysis rrom Utf:UU ANI to UU:1 b ANI - reaK l OT l Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Exit Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total F-eaK Hour Analysis rrom Utf:UU ANI to UU:1 b ANI - reaK l OT l Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 10 0 10 0 12 12 30 2 32 54 08:30 AM 6 0 6 0 20 20 27 2 29 55 08:45 AM 10 0 10 0 23 23 30 6 36 69 09:00 AM 7 0 7 0 7 7 10 1 11 25 Total Volume 33 0 33 0 62 62 97 11 108 203 % App. Total 100 0 0 100 89.8 10.2 PHF .825 .000 .825 .000 .674 .674 .808 .458 .750 .736 Peak Hour Data 15 T T Do oco Q co North < M— _ Peak Hour Begins at 08:15 AM N > r N CG CD > R Unshifted o 0 0 N Left Right 97 11 0 108 108 Out In Total Ski/Snowboard School Exit Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Exit and VVD RDC Ridgeview Data Collection Morrison, CO 80465 Groups Printed- Unshifted File Name : SchoolExitVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Exit Eastbound Westbound Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 14 0 14 0 15 15 3 0 3 32 02:45 PM 11 0 11 1 15 16 3 1 4 31 Total 25 0 25 1 30 31 6 1 7 63 03:00 PM 14 0 14 0 24 24 19 7 26 64 03:15 PM 21 0 21 0 19 19 15 3 18 58 03:30 PM 10 0 10 0 17 17 21 3 24 51 03:45 PM 15 0 15 0 20 20 10 2 12 47 Total 60 0 60 0 80 80 65 15 80 220 Grand Total 85 0 85 1 110 111 71 16 87 283 Apprch % 100 0 0.9 99.1 81.6 18.4 To % 30 0 30 0.4 38.9 39.2 25.1 5.7 30.7 RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Exit and VVD File Name : SchoolExitVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No :2 W� r O N �O ~ O o i North < oo T � co O 3/1 5/20 1 4 02:30 PM c o �a� 3/1 5/201 4 03:45 PM CD CD CD j 1 :� Unshifted OT N � Left Right 71 16 0 87 88 Out In Total ki/ n w r School RDC Ridgeview Data Collection Morrison, CO 80465 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Exit and VVD File Name : SchoolExitVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Int. Total reaK Hour Analysis rrom uz:Uu rNi to uU:4o rNi - reaK l of l Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Exit Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total reaK Hour Analysis rrom uz:Uu rNi to uU:4o rNi - reaK l of l Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 14 0 14 0 24 24 19 7 26 64 03:15 PM 21 0 21 0 19 19 15 3 18 58 03:30 PM 10 0 10 0 17 17 21 3 24 51 03:45 PM 15 0 15 0 20 20 10 2 12 47 Total Volume 60 0 60 0 80 80 65 15 80 220 % App. Total 100 0 0 100 81.2 18.8 PHF .714 .000 .714 .000 .833 .833 .774 .536 .769 .859 Peak Hour Data �o T 5 N �O o North 2 --1 < M — _ Peak Hour Begins at 03:00 PM > �� o D > M Unshifted O� Left Right 65 15 = 80 80 Out In Total Ski/Snowboard School Exit HCM 2010 TWSC Existing AM Peak Hour 6: East Access & Vail Valley Drive 4/3/2014 Intersection Intersection Delay, s/veh 5.1 Movement EBT EBR WBL WBT NEL NER Vol, veh/h 33 0 0 62 97 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized 2.218 None 3.318 None - None Storage Length 1037 Stage 1 - 0 - Veh in Median Storage, # 0 - 956 0 0 Grade, % 0 - Mov Capacity -1 Maneuver 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 36 0 0 67 105 12 Major/Minor Major1 Major2 Minor1 908 Conflicting Flow All 0 0 36 0 103 36 Stage 1 - - - - 36 - Stage 2 0.443 - 67 - Follow-up Headway 2.218 3.518 3.318 Pot Capacity -1 Maneuver 1575 895 1037 Stage 1 - 986 - Stage 2 - 956 - Time blocked -Platoon, % Mov Capacity -1 Maneuver 1575 895 1037 Mov Capacity -2 Maneuver - 895 - Stage 1 986 Stage 2 956 Approach EB WB NE HCM Control Delay, s 0 0 9.6 HCM LOS A Minor Lane / Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h) 908 1575 HCM Lane V/C Ratio 0.129 - HCM Control Delay (s) 9.6 0 HCM Lane LOS A A HCM 95th %tile Q(veh) 0.443 0 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Existing AM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 HCM 2010 TWSC Existing PM Peak Hour 6: East Access & Vail Valley Drive 4/3/2014 Intersection Intersection Delay, s/veh 3.5 Movement EBT EBR WBL WBT NEL NER Vol, veh/h 60 0 0 80 65 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None Time blocked -Platoon, % None - None Storage Length 840 999 Mov Capacity -2 Maneuver - - 0 Veh in Median Storage, # 0 936 0 0 NE Grade, % 0 - HCM LOS 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 65 0 0 87 71 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 65 0 152 65 Stage 1 - - - - 65 - Stage 2 - 87 - Follow-up Headway 2.218 3.518 3.318 Pot Capacity -1 Maneuver 1537 840 999 Stage 1 - 958 - Stage 2 - 936 - Time blocked -Platoon, % Mov Capacity -1 Maneuver 1537 840 999 Mov Capacity -2 Maneuver - 840 - Stage 1 958 Stage 2 936 Approach EB WB NE HCM Control Delay, s 0 0 9.6 HCM LOS A Minor Lane / Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h) 866 1537 HCM Lane V/C Ratio 0.1 - HCM Control Delay (s) 9.6 0 HCM Lane LOS A A HCM 95th %tile Q(veh) 0.334 0 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Existing PM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 HCM 2010 TWSC Reversed AM Peak Hour 4: West Access & Vail Valley Drive 4/3/2014 Intersection Delay, s/veh 4 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Reversed AM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 EBT EBR WBL WBT NBL NBR Vol, veh/h 123 0 0 45 97 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 134 0 0 49 105 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 134 0 183 134 Stage 1 - - - - 134 - Stage 2 - 49 - Follow-up Headway 2.218 3.518 3.318 Pot Capacity -1 Maneuver 1451 806 915 Stage 1 - 892 - Stage 2 - 973 - Time blocked -Platoon, % Mov Capacity -1 Maneuver 1451 806 915 Mov Capacity -2 Maneuver - 806 - Stage 1 892 Stage 2 973 Approach EB WB NB HCM Control Delay, s 0 0 10.2 HCM LOS B Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 816 1451 HCM Lane V/C Ratio 0.144 - HCM Control Delay (s) 10.2 0 HCM Lane LOS B A HCM 95th %tile Q(veh) 0.501 0 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Reversed AM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 HCM 2010 TWSC Reversed PM Peak Hour 4: West Access & Vail Valley Drive 4/3/2014 Intersection Delay, s/veh 3.1 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Reversed PM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 EBT EBR WBL WBT NBL NBR Vol, veh/h 112 0 0 67 65 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 122 0 0 73 71 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 122 0 195 122 Stage 1 - - - - 122 - Stage 2 - 73 - Follow-up Headway 2.218 3.518 3.318 Pot Capacity -1 Maneuver 1465 794 929 Stage 1 - 903 - Stage 2 - 950 - Time blocked -Platoon, % Mov Capacity -1 Maneuver 1465 794 929 Mov Capacity -2 Maneuver - 794 - Stage 1 903 Stage 2 950 Approach EB WB NB HCM Control Delay, s 0 0 9.9 HCM LOS A Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 816 1465 HCM Lane V/C Ratio 0.107 - HCM Control Delay (s) 9.9 0 HCM Lane LOS A A HCM 95th %tile Q(veh) 0.356 0 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined Reversed PM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 5 =oP o FECL y; F o — CG - �� III 5� � a " 8a Aii _- O V. -- § S' � saw w I a a ---- ,Eos -w F- E- E- E- aE-a wwa a 6�0 o M d >e � m W `s al H c5 St 3,GC SE.pON rYi � � i let W �V II i a I I II w IV II W I II I II ry r I II N I I II _ W I I o m I II N I u u rc �l�'W^`^ II az��m m I II ti I II I I I W 20256 H�3'49 I6 �do�rmci r m J / b azo £StN � m I'Io w aRO I VAIL VILLAGE TEN711 T 1LING ggCT A LOlS 9_11 354.E s I _ i0 S,Q) M„Io.I I.11N o—Nn -d A 30001 ix 1000 1NOL'f tl 10bt11 �saw TOWN OF VAIO VAI L TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: August 14, 2017 ITEM/TOPIC: A request for the review of an amendment to a Conditional Use Permit, pursuant to Section 12- 9C-3, Conditional Uses; Public and private schools, Vail Town Code, in accordance with the provisions of Section 12-16-10, Amendment Procedures, Vail Town Code, to allow for a renovation and addition to the existing Red Sandstone Elementary School, a conditional use permit, pursuant to Section 12-9C-3, Conditional Uses, Public parking structure, in accordance with Title 12, Chapter 16, Conditional Use Permits, Vail Town Code, to allow for the construction of a public parking structure, and a request for the review of a variance from Section 14-6-7, Retaining Walls, Vail Town Code, in accordance with the provisions of Title 12, Chapter 17, Variances, Vail Town, to allow for the construction of a retaining wall with an exposed face height greater than six feet (6'), located at 551 North Frontage Road West/Lots 8, Block 2, Vail Potato Patch Filing 1, and setting forth details in regard thereto. (PEC17-0031) ATTACHMENTS: File Name Description PEC17-0031_ Red _ Sandstone _Elementary_School_CUP_A mendment_- Staff Memorandum _Work Session_Memo.pdf Attachment A_-_Vicinity_Map.pdf Attachment B_-_Project_Narrative.pdf Attachment C_-_Traffic_Impact_Study.pdf AttachmentA- Vicinity Map Attachment B - Project Narrative Attachment C - Traffic Impact Study Attachment _D_- Attachment D - Letter from Sandy _Letter_from_Sandy_MutchlerCOO_Eagle_County_School_District 6- Mutchler, COO, Eagle County 14-17.pdf School District, 6-14-17 Attachment—E---Plan—Set 1 of_4.pdf Attachment—E---Plan—Set 2 of_4.pdf Attachment—E---Plan—Set 3 of_4.pdf Attachment—E---Plan—Set 4 of_4.pdf Attachment F_-_Lighting_Specifications.pdf Attachment G_-_Site_Circulation_and_Safety_Memo.pdf Attachment E - Plan Set (1 of 4) Attachment E - Plan Set (2 of 4) Attachment E - Plan Set (3 of 4) Attachment E - Plan Set (4 of 4) Attachment F - Lighting Specifications Attachment G - Site Circulation and Safety Memo Attachment _H_- Attachment H - Letter from Sandy _Letter_from_Sandy_MutchlerCOO_Eagle_County_School_District 8- Mutchler, COO, Eagle County 8-17.pdf School District, 8-8-17 TOWN OF VAIL � Memorandum TO: Planning and Environmental Commission FROM: Community Development Department DATE: August 14, 2017 SUBJECT: A request for the review of an amendment to a Conditional Use Permit, pursuant to Section 12-9C-3, Conditional Uses; Public and private schools, Vail Town Code, in accordance with the provisions of Section 12-16-10, Amendment Procedures, Vail Town Code, to allow for a renovation and addition to the existing Red Sandstone Elementary School, a conditional use permit, pursuant to Section 12-9C-3, Conditional Uses, Public parking structure, in accordance with Title 12, Chapter 16, Conditional Use Permits, Vail Town Code, to allow for the construction of a public parking structure, and a request for the review of a variance from Section 14-6-7, Retaining Walls, Vail Town Code, in accordance with the provisions of Title 12, Chapter 17, Variances, Vail Town, to allow for the construction of a retaining wall with an exposed face height greater than six feet (6'), located at 551 North Frontage Road West/Lots 8, Block 2, Vail Potato Patch Filing 1, and setting forth details in regard thereto. (PEC17-0031) Applicants: Eagle County School District and the Town of Vail, represented by TAB Associates Planner: Matt Panfil I. SUMMARY The applicants, Eagle County School District (ECSD) and the Town of Vail, represented by TAB Associates, are requesting the following three approvals: • An amendment to an existing conditional use permit to allow for a renovation and addition to Red Sandstone Elementary School (RSES); A conditional use permit to allow for the construction of a public parking structure; and A variance to allow for the construction of a retaining wall with an exposed face height greater than six feet (6'). The requested approvals are for the property located at 551 North Frontage Road West / Lot 8, Block 2, Vail Potato Patch Filing 1. This is the second of three anticipated meetings with the Planning and Environmental Commission (PEC). This meeting is intended as a second work session to discuss changes that have been made to the plans since the last PEC meeting on July 24, 2017, to provide additional information that was requested at the previous meeting, and to continue to gather more feedback from the Commissioners or general public in preparation for a final meeting. Based upon the nature of this meeting, the Community Development Department recommends the PEC continue PEC17-0031 to the August 28, 2017 Planning and Environmental Commission meeting in order for the applicant to provide detailed responses to anticipated questions from the Commissioners and the general public. Requested Outcome of the Work Session: The subject property is located within the General Use (GU) Zone District. As such, development standards in each of the following categories shall be as prescribed by the PEC: • Lot Area and Site Dimensions • Setbacks • Building Height • Density Control • Site Coverage • Landscaping and Site Development • Parking and Loading At this work session, the applicant and staff request that the PEC consider and provide preliminary feedback on the proposed development standards, the requested variance to allow for a retaining wall greater than six feet (6') in height, amendment to a conditional use permit for public and private schools, a new conditional use permit for a public parking structure, and the overall site plan. II. DESCRIPTION OF REQUEST The applicants, ECSD and the Town of Vail, are requesting three (3) different approvals within the proposed project: An amendment to an existing public and private school conditional use permit to allow for the following: a. The complete renovation of RSES including: • Asphalt repair and maintenance; Town of Vail Page 2 • Removal of the existing exterior finish material and new exterior finishes; • New code compliant insulation; • New flooring; • New windows; • New wall finishes; • Technology updates; and • A rearrangement of the building program and classrooms to allow for larger classrooms to meet the current ECSD standards. b. Two separate additions to RSES totaling 5,830 square feet: Addition 1: A two-story addition to the south area of the building which will create a secure vestibule and new cafeteria and serving line on the first floor as well as an updated library on the second floor; and • Addition 2: An addition located on the north side of the building, extending an area out over a single -story space. According to ECSD, the increase in square footage is not to accommodate any additional student capacity to the school, but rather to bring RSES up to their current standards. 2. Anew conditional use permit to allow for the construction of anew parking structure located south of the RSES building with the following features: a. An open-air, four-story (46.6') tall, approximately 55,543 square foot public parking structure with 160 parking spaces, of which six (6) spaces are accessible spaces and eight (8) spaces are electric vehicle charging stations. Of the 160 parking spaces, 40 will be designated for use by RSES; b. A controlled entry on each level, which maximizes the amount of parking spaces by eliminating the need for internal ramps; c. A design that allows for future growth and development via a possible two- story, full footprint, addition over the fourth level of parking (see Sheet PS9.00, Attachment E); d. Incorporation of photovoltaic (solar) panels; and e. The parking structure will be owned and operated by the Town of Vail, with an agreement with ECSD. 3. A variance to allow for the construction of a retaining wall with an exposed face height greater than six feet (6). The proposed retaining wall is approximately 27.7' in height and located just north of the proposed public parking structure and Town of Vail Page 3 is necessary to allow for the open-air garage design that removes the need for ventilation equipment. NN-d'di -if MIX EWAIWA -�00 21&1- Driveway improvements extend beyond the subject property line. As these are only physical improvements, not uses, the requested conditional use permits and variance apply only to the subject property. The proposed driveway improvements are allowed on the adjacent properties (also owned by the Town of Vail). Construction phasing will be coordinated in such a manner that the public parking structure will begin while RSES is still in session, with staging located on the west half of the circulation road for the project site. The public parking structure will be completed first and the Town then will be able to use three (3) levels of the parking structure as soon as possible. The completion of the public parking structure will then allow for the placement of double modular units on the top level of the parking structure and surrounding areas. This will allow RSES to remain in session during the next construction phase, which is the renovation and construction of additions to the school. A vicinity map (Attachment A), project narrative (Attachment B), traffic impact study (Attachment C), letter from Sandy Mutchler, Chief Operating Officer, Eagle County Schools (Attachment D), updated plan set, dated August 4, 2017, (Attachment E), lighting specifications (Attachment F), memorandum from the applicant regarding site circulation and safety (Attachment G), and letter from Sandy Mutchler regarding site circulation and safety (Attachment H) are attached for review. III. SUMMARY OF WORK SESSION #1 & APPLICANTS' RESPONSES At the July 24, 2017 PEC work session, the following topics were either items of concerned expressed by the PEC or additional information requested by Commissioners. Town of Vail Page 4 • Student Safety and Vehicular Circulation / Separation of School and Parking Uses • More Information on Public Parking Structure Operations • Bicycle/Pedestrian Movement Coming from the Pedestrian Bridge • Parking Structure Design, including Use and Location of Photovoltaic (Solar) Panels • East Stairwell Location • Snow Storage In response, the applicant has provided the following: • A memorandum from Ivan Gonzalez, Project Manager, dated August 7, 2017, regarding site circulation and safety (Attachment G) and a signage and striping plan (See Attachment E, Sheet C1.2). Also, a separate letter from Sandy Mutchler, COO Eagle County School District, regarding site circulation and safety had been provided (Attachment H). • The entrance to the first floor of the public parking structure has been shifted to the east to allow for a better alignment with the circulatory drive aisle and the bus loading zones. • Exterior alterations to the public parking structure, including: o The eastern stairwell has been relocated and is now adjacent to the southern facade of the public parking structure. o Modifications to the roofs above the first and second floor vehicle entrances for the public parking structure from a shed roof design to a peaked roof design. o In addition to the grade being raised along the southern facade to reduce the amount of visible concrete, stone has also been introduced to the second floor of the southern facade. o Relocation of a portion of the North Frontage Road sidewalk to allow for landscape screening between the sidewalk and buses. • Revised Landscape Plans (See Sheets L1.0 through L4.0). Town of Vail Page 5 • A stairway connection from the exit of the Lionshead pedestrian bridge to the bus stop along the North Frontage Road. IV. BACKGROUND Constructed in 1976, the RSES building has remained largely unchanged. However, multiple changes to the lot have occurred over the life of the building. In 1991, a conditional use permit for a rooftop cellular site was granted. Subsequent amendments to the conditional use permit to allow for upgrades to the cellular antennas were granted in 2000 and 2003. In 2001, a conditional use permit for an athletic field was granted. Most recently, in 2004 a conditional use permit for a public indoor community facility (8,978 square foot gymnastic center) was granted. V. 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 Chapter 2: Definitions (in part) PUBLIC PARKING STRUCTURE: A parking area within a building for use by the public, to be considered an individual land use not to be linked with parking requirements regulated in chapter 10 of this title. Chapter 9, Article C. General Use (GU) District (in part) 12-9C-1: PURPOSE.- The URPOSE:The general use district is intended to provide sites for public and quasi -public uses which, because of their special characteristics, cannot be appropriately regulated by the development standards prescribed for other zoning districts, and for which development standards especially prescribed for each particular development proposal or project are necessary to achieve the purposes prescribed in section 12- 1-2 of this title and to provide for the public welfare. The general use district is intended to ensure that public buildings and grounds and certain types of quasi - public uses permitted in the district are appropriately located and designed to meet the needs of residents and visitors to Vail, to harmonize with surrounding uses, and, in the case of buildings and other structures, to ensure adequate light, air, open spaces, and other amenities appropriate to the permitted types of uses. 12-9C-3: CONDITIONAL USES.- Town SES: Town of Vail Page 6 A. Generally: The following conditional uses shall be permitted in the GU district, subject to issuance of a conditional use permit in accordance with the provisions of chapter 16 of this title.- Public itle: Public and private schools. Public parking structure. 12-9C-5: DEVELOPMENT STANDARDS.- A. TANDARDS: A. Prescribed By Planning And Environmental Commission: In the general use district, development standards in each of the following categories shall be as prescribed by the planning and environmental commission.- 1. ommission: 1. Lot area and site dimensions. 2. Setbacks. 3. Building height. 4. Density control. 5. Site coverage. 6. Landscaping and site development. 7. Parking and loading. B. Reviewed by Planning and Environmental Commission: Development standards shall be proposed by the applicant as a part of a conditional use permit application. Site specific development standards shall then be determined by the planning and environmental commission during the review of the conditional use request in accordance with the provisions of chapter 16 of this title. 12-9C-6: ADDITIONAL DEVELOPMENT STANDARDS.- Additional TANDARDS: Additional regulations pertaining to site development standards and the development of land in the general use district are found in chapter 14 of this title. Chapter 16, Conditional Use Permits (in part) 12-16-1: PURPOSE; LIMITATIONS.- Town IMITATIONS: Town of Vail Page 7 In order to provide the flexibility necessary to achieve the objectives of this title, specified uses are permitted in certain districts subject to the granting of a conditional use permit. Because of their unusual or special characteristics, conditional uses require review and evaluation so that they may be located properly with respect to the purposes of this title and with respect to their effects on surrounding properties. The review process prescribed in this chapter is intended to assure compatibility and harmonious development between conditional uses and surrounding properties and the town at large. Uses listed as conditional uses in the various districts may be permitted subject to such conditions and limitations as the town may prescribe to ensure that the location and operation of the conditional uses will be in accordance with development objectives of the town and will not be detrimental to other uses or properties. Where conditions cannot be devised to achieve these objectives, applications for conditional use permits shall be denied. 12-16-10: AMENDMENT PROCEDURES: A. The administrator may approve amendments to an existing conditional use permit (including, but not limited to, additions to buildings and structures associated with the use, changes to the operation of the use, changes to the previous conditions of approval, etc.) if the administrator determines the amendment meets the following criteria: 1. The amendment is in accordance with all applicable elements of this code and the Vail comprehensive plan, and 2. The amendment does not alter the basic character or intent of the original conditional use permit, and 3. The amendment will not adversely affect the public heath, safety, and welfare. B. All amendments to an existing conditional use permit not meeting the above listed criteria, as determined by the administrator, shall be reviewed by the planning and environmental commission in accordance with the procedures described in section 12-16-5 of this chapter. Chapter 17, Variances (in part) 12-17-1: PURPOSE: 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 Town of Vail Page 8 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. 12-17-5: PLANNING AND ENVIRONMENTAL COMMISSION ACTION.- Within CTION: Within twenty (20) days of the closing of a public hearing on a variance application, the planning and environmental commission shall act on the application. The commission may approve the application as submitted or may approve the application subject to such modifications or conditions as it deems necessary to accomplish the purposes of this title, or the commission may deny the application. A variance may be revocable, may be granted for a limited time period, or may be granted subject to such other conditions as the commission may prescribe. 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. 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. Town of Vail Page 9 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 apply generally 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. Chapter 23, Commercial Linkage (in part) 12-23-1: PURPOSE AND APPLICABILITY. A. 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. B. Except as provided in section 12-23-5 of this chapter, this chapter shall apply to all new commercial development and redevelopment located within the following zone districts.- 9. istricts: 9. General use (GU),- 12-23-2.- GU); 12-23-2: EMPLOYEE GENERATION AND MITIGATION RATES: Town of Vail Page 10 A. The employee generation rates found in table 23-1, "Employee Generation Rates By Type Of Commercial Use'; of this section, shall be applied to each type of use in a commercial development. For any use not listed, the administrator shall determine the applicable employee generation rate by consulting the town's current nexus study. B. If an applicant submits competent evidence that the employee generation rates contained in table 23-1 of this section or the nexus study do not accurately reflect the number of employees generated by the proposed commercial development or redevelopment and the administrator finds that such evidence warrants a deviation from those employee generation rates, the administrator shall allow for such a deviation as the administrator deems appropriate. C. Each commercial development or redevelopment shall mitigate its impact on employee housing by providing EHUs for twenty percent (20%) of the employees generated, pursuant to table 23-1 of this section, or the nexus study, in accordance with the requirements of this chapter. Vail Land Use Plan Chapter 11— Land Use Plan Goals / Policies (in part) 1.3 The quality of development should be maintained and upgraded whenever possible. 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 public use. Chapter Vll — Community Facilities (in part) 1. Inventory and Assessment of Town Owned Property Tract 36 — Red Sandstone Elementary School The Town of Vail leases the site to the Eagle County School District for educational purposes. This arrangement will likely continue through the planning period. 2. Facility/ Service Requirements Schools While education services are not provided by the Town, it is important to address the question of whether or not new sites for schools should be planned. Town of Vail Page 11 According to conversations with Dr. Charles Schwann, Superintendent of School District RE50J, there are not projected needs for additional school sites with the Town of Vail. There are currently several school sites in Avon and Edwards which have been dedicated to the district. Due to the projected population distribution, in combination with the bus circulation routes, it is anticipated that needs for new schools will be met through the placement of facilities on these sites. Vail Economic Development Strategic Plan 1.1 Objective: Continue the efforts of the Vail Economic Advisory Council (VEAC) Areas of Focus: Year-round Economy, Capital Needs, Workforce Housing, Transportation and Parking 4.3 Objective: Work with the business community and Eagle County to address parking and transportation issues for workers and guests. SWOT SUMMARY Weaknesses. Threats.- VI. hreats: VI. SITE ANALYSIS F-150 150 rim Lack of parking Parking challenges Legal Description: Existing Zoning: Existing Land Use Designation Mapped Geological Hazards: View Corridor: 551 North Frontage Road West Vail Potato Patch Filing 1, Block 2, Lot 8 General Use (GU) Public / Semi -Public Streep Slope > 40% (Man -Made), Rock Fall None Development Allowed / Existing Proposed Change Standard Required Site Area TBD by PEC 4.28 acres (186,586.7 SF) No Change Front (S): = 138' Front (S): = 96' Front (S): -42' Setbacks TBD by PEC Side (E): = 33' Side (E): = 33' Side (E): No Change Side (W): = 60' Side (W): 5.17" Side (W): -54.83' Rear (N): = 13' Rear (N): = 13' Rear (N): No Change School — 29.02' School — 26.02' School — +3' Building Height TBD by PEC Gym. Ctr — 28.5' Gym. Ctr — N/A Gym. Ctr — N/A Garage — N/A Garage — 47.7' Garage — N/A 55,530 SF (School) 61,360 SF (School) + 5,830 SF (School) Density TBD by PEC 8,978 SF (Gym. Ctr) 8,978 SF (Gym. Ctr) + 0 SF (Gym. Ctr) 55,543 SF (Garage) + 55,543 SF (Garage) Town of Vail Page 12 Commercial Linkage (Title 12, Chapter 23): The applicant does not believe that the employee generation rates contained in the nexus study accurately reflects the number of employees generated by the proposed development. According to a letter (Attachment D) from Sandy Mutchler, Chief Operating Officer of Eagle County Schools, the additional square footage is necessary for RSES to achieve the current ECSD standard for square footage per student. There is no anticipated increase in student enrollment, nor is there any anticipated increase it RSES staff. The Community Development Department is in the process of gathering more data and evidence to evaluate the applicant's claim. VII. SURROUNDING LAND USES AND ZONING Existing Land Use: Zoning District: North: Open Space Natural Area Preservation South: 1-70 / Lionshead Redevelopment Master Plan Lionshead Mixed Use 1 East: Medium Density Residential Housing West: Open Space Outdoor Recreation VIII. REVIEW CRITERIA — CONDITIONAL USE Before acting on a conditional use permit application, the Planning and Environmental Commission shall consider the following factors with respect to the proposed use: Amendment to Existing Conditional Use Permit (Public and Private Schools) 1. Relations and impact of the use on development objectives of the town. The proposed renovation and additions to RSES will have no negative impact on the development objectives of the town as the use is not changing. Furthermore; the proposal is consistent with the Vail Land Use Plan which recognizes that the relationship between the Town of Vail and ECSD is expected to be maintained in regards to the future land use of the property. Also, the renovation and addition to RSES is consistent with Goal 1.3 of the Vail Land Use Plan, "The quality of development should be maintained and upgraded whenever possible." Town of Vail Page 13 Total: 64,508 SF Total: 125,881 SF Total: + 61,373 SF Site Coverage TBD by PEC Unknown 9.3% N/A Landscaping TBD by PEC Unknown 36.7% N/A 160 Garage (6 ADA, 8 Electric) Parking & TBD by PEC 42 Surface (1 ADA) + 42 Surface (3 + 160 spaces (+ 8 Loading ADA) ADA, + 8 Electric) 202 spaces (9 ADA, 8 Electric) Commercial Linkage (Title 12, Chapter 23): The applicant does not believe that the employee generation rates contained in the nexus study accurately reflects the number of employees generated by the proposed development. According to a letter (Attachment D) from Sandy Mutchler, Chief Operating Officer of Eagle County Schools, the additional square footage is necessary for RSES to achieve the current ECSD standard for square footage per student. There is no anticipated increase in student enrollment, nor is there any anticipated increase it RSES staff. The Community Development Department is in the process of gathering more data and evidence to evaluate the applicant's claim. VII. SURROUNDING LAND USES AND ZONING Existing Land Use: Zoning District: North: Open Space Natural Area Preservation South: 1-70 / Lionshead Redevelopment Master Plan Lionshead Mixed Use 1 East: Medium Density Residential Housing West: Open Space Outdoor Recreation VIII. REVIEW CRITERIA — CONDITIONAL USE Before acting on a conditional use permit application, the Planning and Environmental Commission shall consider the following factors with respect to the proposed use: Amendment to Existing Conditional Use Permit (Public and Private Schools) 1. Relations and impact of the use on development objectives of the town. The proposed renovation and additions to RSES will have no negative impact on the development objectives of the town as the use is not changing. Furthermore; the proposal is consistent with the Vail Land Use Plan which recognizes that the relationship between the Town of Vail and ECSD is expected to be maintained in regards to the future land use of the property. Also, the renovation and addition to RSES is consistent with Goal 1.3 of the Vail Land Use Plan, "The quality of development should be maintained and upgraded whenever possible." Town of Vail Page 13 Therefore, staff finds the proposed amendment to the existing conditional use permit meets this criterion. 2. Effect of the use on light and air, distribution of population, transportation facilities, utilities, schools, parks and recreation facilities, and other public facilities needs. The proposed renovation and additions to RSES will not have an effect on light and air, distribution of population, transportation facilities, utilities, parks and recreation facilities, and other public facilities. As indicated in the letter from Sandy Mutchler (Attachment D), there is no increase in student enrollment or staffing at RSES associated with this request. The renovations and additions will have a positive effect on RSES and the additions have been designed to have a minimal effect on the surrounding properties in regards to access to light and air. A sun -shade analysis has been provided on Sheets PS9.01 through PS9.03 of Attachment E. Therefore, staff finds the proposed amendment to the existing conditional use permit meets this criterion. 3. Effect upon traffic, with particular reference to congestion, automotive and pedestrian safety and convenience, traffic flow and control, access, maneuverability, and removal of snow from the streets and parking areas. The proposed renovation and additions to RSES will have a minimum impact on traffic and congestion, automotive and pedestrian safety and convenience, traffic flow and control, access, maneuverability, and snow removal. As there is no anticipated increase in students or staff at, there should be no associated increase in traffic generated by RSES. The project includes a realignment of the recreation path in order to maintain adequate pedestrian safety. Also, sufficient snow storage is provided. Access to the Lionshead pedestrian overpass and bus stop is not affected by the proposed renovations and additions. Therefore, staff finds the proposed amendment to the existing conditional use permit meets this criterion. 4. Effect upon the character of the area in which the proposed use is to be located, including the scale and bulk of the proposed use in relation to surrounding uses. The proposed renovations and additions to RSES will have a positive effect upon the character of the area. As part of the renovation, the existing exterior material will be removed and replaced by a new material and color palette that emphasizes materials and colors more consistent with the quality of design expected in the Town of Vail. Proposed materials include stucco, stone, cedar Town of Vail Page 14 siding, and timber. As the proposed additions are either to the second level or to create a new entrance area only slightly taller (by three feet) than the existing building, the two-story structure remains consistent with the scale and bulk of the surrounding uses. Therefore, staff finds the proposed amendment to the existing conditional use permit meets this criterion. 5. Such other factors and criteria as the commission deems applicable to the proposed use. 6. The environmental impact report concerning the proposed use, if an environmental impact report is required by Title 12, Zoning Regulations, Chapter 12, Environmental Impact Reports, Vail Town Code. The proposed renovations and additions to RSES did not require an environmental impact report. New Conditional Use Permit (Public Parking Structure) 1. Relations and impact of the use on development objectives of the town. The proposed public parking structure is consistent with the development objectives of the Town of Vail in that the General Use (GU) zone district is: Intended to provide sites for public and quasi -public uses which, because of their special characteristics, cannot be appropriately regulated by the development standards prescribed for other zoning districts, and for which development standards especially prescribed for each particular development proposal or project are necessary to achieve the purposes in section 12-1-2 of this title and to provide for the public welfare. The general use district is intended to ensure that public buildings and grounds and certain types of quasi -public uses permitted in the district are appropriately located and design to meet the needs of residents and visitors to Vail, to harmonize with surrounding uses, and, in the case of building and other structures, to ensure adequate light, air, open spaces, and other amenities appropriate to the permitted types of uses. Also, the proposed public parking structure is consistent with Goal 1.10 of the Vail Land Use Plan, "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 public use." Goal 2.8 of the Vail Land Use Plan also acknowledges, "day skier needs for parking and access should be accommodated through creative solutions such as: d.) Addition of structured parking." Town of Vail Page 15 Finally, the Vail Economic Development Strategic Plan identifies a lack of parking and other parking challenges as weakness of and threats to the Town of Vail. The proposed public parking structure makes a significant positive contribution to addressing these concerns as it connects directly to the Lionshead pedestrian overpass and Town of Vail bus services. Therefore, staff finds the proposed conditional use permit meets this criterion. 2. Effect of the use on light and air, distribution of population, transportation facilities, utilities, schools, parks and recreation facilities, and other public facilities needs. The proposed public parking structure will have a minimal impact on light and air, distribution of population, transportation facilities, utilities, schools, parks and recreation facilities and other public facilities. The existing grading on the subject property conveniently allows for a public parking structure design with no interior ramping and an entrance/exit on each of the four (4) levels. The fact that the structure is located below RSES minimizes any negative impact on light and air to the school. A sun -shade analysis has been provided on Sheets PS9.01 through PS9.03 of Attachment E. As noted above, the proposed site plan also maintains the property's connection to the Lionshead pedestrian overpass and Town of Vail bus services. Also, the applicant has indicated that the expanded library and cafeteria / commons space created by the additions will be able to serve school and community functions. Therefore, staff finds the proposed conditional use permit meets this criterion. 3. Effect upon traffic, with particular reference to congestion, automotive and pedestrian safety and convenience, traffic flow and control, access, maneuverability, and removal of snow from the streets and parking areas. According to the Traffic Impact Letter from Felsburg, Holt, and Ullevig, dated May 23, 2017 (Attachment C), the proposed public parking structure will result in a morning traffic peak hour of 34 vehicles in and six (6) exiting and an evening traffic peak hour of 19 in and 45 existing. Based on these numbers, the report states that a westbound right turn deceleration lane is not warranted, but is a "borderline condition" during peak season. Though not required, a right turn lane has been designed to help alleviate traffic congestion resulting from the construction of the public parking structure. Also of note, the letter states that once completed, the new 1-70 underpass will result in less traffic traveling along this section of North Frontage Road West than currently exists. In order to maintain pedestrian safety, the public parking structure is designed with an entrance/exit on each level to limit the number of vehicles passing by the school entrance. Only vehicles parking on the top two (2) levels of the parking Town of Vail Page 16 structure will pass near the school entrance. Pedestrian ramps, walkways, crosswalk striping, and lighting will also be provided to add safety to pedestrian movements throughout the subject property. The proposed one-way drive aisle that loops around the proposed parking garage will allow a more fluid drop-off / pick-up for parents. The design of the parking structure will also require review by the Design Review Board (DRB), which will look closely at the proposed materials, colors, and landscaping around the structure. The Town of Vail bus system will be able to maintain services to the site through the lower (southern) portion of the subject property. Therefore, staff finds the proposed conditional use permit meets this criterion. 4. Effect upon the character of the area in which the proposed use is to be located, including the scale and bulk of the proposed use in relation to surrounding uses. The proposed public parking structure will have a minimal effect upon the character of the area in which it is located. Due to the existing site grading, the structure sits below the existing RSES building and does not impede views from or to the RSES building. Due to its location, the proposed parking structure has few structures available for comparison of character, scale, and bulk. The nearest structure, Solar Vail, is three stories in height and so is the nearest structure to the east (approximately 240 feet from property line to property line), Sun Vail Condos. The proposed public parking structure will share a similar material and color palette as the new exterior materials and colors for RSES. Therefore, staff finds the proposed conditional use permit meets this criterion. 5. Such other factors and criteria as the commission deems applicable to the proposed use. 6. The environmental impact report concerning the proposed use, if an environmental impact report is required by Title 12, Zoning Regulations, Chapter 12, Environmental Impact Reports, Vail Town Code. The proposed public parking structure did not require an environmental impact report. Town of Vail Page 17 IX. REVIEW CRITERIA — VARIANCE 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 retaining wall that exceeds six feet (6') in height is necessary to provide shoring for the adjacent access drive and to allow for an open air parking structure design that does not require extensive mechanical ventilation equipment. The proposed retaining wall will have a minimal impact on surrounding structures and uses as it will be screened from view by the public parking structure. Therefore, staff finds the proposed retaining wall 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. As the topography of the site has already been drastically altered by existing development, requiring a strict or literal interpretation of Section 14-6-7, Retaining Walls, Vail Town Code, would require a series of terraced retaining walls that would drastically affect the overall site plan by shifting the public parking structure to the south. This shift would cause additional site disturbance and negatively impact the site's circulation system, especially the bus loading/unloading area. The proposed retaining wall will allow for the construction of the public parking structure, which helps attain the objectives of this title without a grant of special privilege. Therefore, staff finds the proposed retaining wall meets this criterion. 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. The proposed retaining wall will create what is essentially a window well for the north side of the public parking structure and therefore will have a positive effect on the amount of light and air received by the public parking structure. Also, the proposed retaining wall will have a positive effect on the Town's transportation and public facilities by allowing for the construction of a public parking structure. The proposed retaining wall will have no effect on the distribution of population. Town of Vail Page 18 Provided the necessary safety measures are installed to protect against falls from the top of the retaining wall, there will be no negative effect on public safety from the proposed retaining wall. Therefore, staff finds the proposed retaining wall meets this criterion. 4. Such other factors and criteria as the commission deems applicable to the proposed variance. X. DISCUSSION ITEMS Staff poses the following questions to encourage further discussion related to the proposal: 1. Pedestrian and Vehicular Circulation / Separation of Uses: Have the applicants satisfactorily addressed the Commissioners' concerns regarding student safety and the separation of school and garage? If not, please provide additional feedback as to how this issue can be best resolved. 2. Parking Structure Operations: Have the applicants' provided enough information in regards to the planned operation of the public parking structure? If not, please provide additional feedback on the information needed so that this issue can be best resolved. 3. Pedestrian / Bicycle Movement Coming from the Pedestrian Bridge: Have the applicants adequately resolved any potential movement issues for pedestrians or bicyclists coming from the pedestrian bridge? If not, please provide additional feedback as how this issue can be best resolved. 4. Though overall design is subject to Design Review Board (DRB) approval, please provide feedback on any changes to the design elements that were made since the previous PEC meeting on July 24, 2017. 5. Screening: Will the transformer located near the southwest entrance of the public parking structure be adequately screened from motorist and pedestrian view? The proposed plans do not provide sufficient detail on this screening. Will all rooftop mechanical equipment associated with the renovation and additions to RSES be adequately screened? Is additional screening required for any of the public parking structure elevations? Town of Vail Page 19 6. Fire Staging: Have the applicants provided acceptable areas for emergency / fire staging? 7. Lighting: Due to the open design of the public parking structure, will lighting be mitigated so as to not create light pollution or negatively impact the view of surrounding properties or motorists traveling North Frontage Road? Lighting should be designed and installed to ensure that interior fixtures are not highly visible from I- 70 and North Frontage Road. 8. Fees and Other Requirements: Though public art is not required for properties within the General Use (GU) Zone District, the Town has traditionally included public are in its major projects, and should be considered as part of this application. Is a Traffic Impact Fee required for this proposal? XI. STAFF RECOMMENDATION As this meeting is intended as a second work session, the Community Development Department recommends the PEC continues PEC17-0031 to the August 28, 2017 Planning and Environmental Commission meeting in order to provide detailed responses to anticipated questions from Commissioners and the general public. XII. ATTACHMENTS A. Vicinity Map B. Project Narrative C. Traffic Impact Study prepared by Felsburg, Holt, and Ullevig and dated May 23, 2017 D. Letter from Sandy Mutchler, Chief Operating Officer, Eagle County Schools, dated June 14, 2017 E. Plan Set, including topographic survey, prepared by DLR Group, Haselden Construction, and TAB Associates, Inc., and dated August 4, 2017 F. Lighting Specifications G. Memorandum Regarding Site Circulation and Safety from the Applicant dated August 7, 2017 Town of Vail Page 20 I I I I I .1 1 1 R � 1 1 \1 I TAB Associates, Inc. The Architectural Balance 0056 Edwards Village Boulevard Suite 210, Edwards, Colorado 81632 - (970) 766-1470 (970) 766-1471 fax www.tabassociates.com tab@vail.net June 26, 2017 Planning and Environmental Commission Town of Vail 75 S. Frontage Road Vail, CO 81657 Re: Red Sandstone Elementary School Renovation and Parking Garage Prolect Introduction and Information: In November 2016, Eagle County residents voted to pass a Bond, providing critical financial resources for Eagle County Schools. The Bond enables significant facility upgrades to ensure our community schools meet the needs of the growing student population. As part of those projects, Red Sandstone Elementary School (RSES) is going through a significant renovation to create the necessary educational spaces to provide the best possible learning environment for the students. These updates include the complete renovation of Red Sandstone Elementary School, two additions to Red Sandstone Elementary School, and a new four level parking structure shared between Red Sandstone Elementary School and the Town of Vail. The renovations at Red Sandstone Elementary School include removing the existing exterior finish material, installing new IECC compliant insulation, new exterior finishes, new flooring, new wall finishes, technology updates throughout the school, and rearranging the existing school's building program and classrooms to allow for larger classrooms meeting the current ECSD standards. The two new additions at Red Sandstone Elementary include a two-level addition to the south area of the building creating a secure vestibule entry, new Cafeteria, and new Serving Line that the school currently does not have. The second level of the addition will house the updated Library. The second addition will be on the north side of the building pushing the area out over the one level space filling out the building form. The two additions will free up space for the classrooms to grow to a higher student square footage ratio that meets the current Eagle County School District standards. These area increases in square footage throughout RSES will not be adding any additional student capacity to the school. The increases in square footage address the current needs of the existing student population and curriculum, bringing RSES up to ECSD's current district standards. The second portion of the project includes a new parking garage with one hundred and sixty (160) new parking spots. The parking garage will be owned and operated by the Town of Vail with an agreement with Eagle County School District. The parking garage is an open-air, four level structure with an individual, controlled entry on each level. The existing grading of the project site allows for the parking garage to have an entry on every level of the parking garage. The multiple entries maximize the parking capacity of the structure by eliminating the need for internal ramping within the parking garage, freeing up that space for additional parking spots. A key, unforeseen component of this project is the opportunity that it provides for future growth and development within the project itself. The infrastructure of the parking garage is designed for a two story, full footprint addition to be erected above the fourth level of parking. This space will allow for the Town of Vail to quickly and easily expand to meet the town's spatial needs at the time. And due to the future addition's location it creates the unique condition that the space will always be available for the town to expand on whenever the need arises. The last element of the project lends to the working relationship between the Town of Vail and Red Sandstone Elementary School. The construction scheduling of the parking garage and elementary school lend to the staging of each other. The parking garage construction will start while school is still in session and will be fast tracked by the ability for the construction staging to occur on the west half of the new circulation road for the project site. The garage will be completed first for the town to be able to use three levels of the parking garage as soon as possible. Meanwhile, the completion of the parking garage will allow for the placement of double modulars on the top level to allow for school to remain in session during the renovation construction at the elementary school. The modulars for the school will be mixed between placement on the top level of the parking garage and the surrounding parking areas. Town of Vail Development Objectives Impact: This project directly helps to achieve several of the Town of Vail's objectives outlined in the Vail Economic Development Strategic Plan. Currently, the town has a distressed need for parking, and not only parking in general but parking with access to the commercial cores of Vail. This project creates a controlled parking area that directly connects to the commercial cores via the existing pedestrian and public transit infrastructure already established at the project site. The proposed parking garage will strengthen the relationship between the Town of Vail and Red Sandstone Elementary School as it creates a new division to the existing partnership between the two entities. This relationship will ripple through the community beyond the town limits as RSES serves the people of the Vail Valley, greatly extending the town's network. The addition of the parking garage on the project site addresses the necessary parking opportunities for both the school and the Town of Vail. The parking garage will be owned and operated by the Town of Vail and shared with Red Sandstone Elementary School. In this working arrangement between the two, RSES will have access to several parking spots on the top level of the parking garage during the school year. This will leave all the parking spaces in the garage available to the Town of Vail during peak times like Christmas, New Years, and Spring Break. The project in its entirety helps to create a density within the project site that counteracts the current horizontal sprawl of the town, by imaginatively using the existing areas to meet the community's needs. The project also continues to serve the community and the growing population of the town by providing a base for future development on top of the parking garage. Impact on Surroundings and Community: The addition to Red Sandstone Elementary School creates a large Cafeteria/Commons space as well as expands the Library. Both of these spaces were designed with the intention to double as RSES and Parking Garage Project Narrative Project No. 1627.02 + 1627.02.1 June 26, 2017 Page - 2 assembly areas for community gatherings or school events while providing a beautiful backdrop of natural mountain views. The renovations at Red Sandstone Elementary School extend out of the building to the surrounding school playgrounds. The play areas will be refreshed to offer an accessible play area for all installing new equipment and hardscape playing surfaces. The existing blacktop on the south side of the building will be replaced with a green space providing a new pre-school playground, a variety of outdoor learning, and gathering spaces for use during and after school hours. These upgrades to the outdoor areas will create universal access and improvements to the existing Great Outdoors Colorado Organization (GOCO) playground that is for the entire Red Sandstone community. The parking garage adds several perks to the community from construction to occupancy while taking advantage of the existing infrastructure located on the project site. It creates a large number of new parking spots with direct pedestrian access to the commercial core of Vail via the existing pedestrian bridge, as well as, nearby access to public transit. Meanwhile, the extensive earthwork on the project site is providing the opportunity for all parties around the project site to bring -in upgraded utilities to all facilities. Project Site Circulation: A Traffic Impact Report was completed by Felsburg Holt & Ullevig (May 23, 2017- see attached). The report states that by adding the 160 space parking structure the following impact is seen to the site during AM and PM peak hours: AM peak hour: 34 in, 6 out PM peak hour: 19 in, 45 out These peak traffic volumes entering the site, along with the through traffic of North Frontage Rd only require an eastbound left turn lane of 50 ft. long (a 150 ft. lane is already present). A westbound right turn lane is not warranted but is a borderline condition during peak season; as such a right turn lane will be designed to help alleviate any congestion. The report also mentions that the current construction to build an 1-70 underpass will ultimately result in less traffic traveling this section of North Frontage Road than is currently seen. All aspects of this project were considered with vehicular and pedestrian traffic in mind. The project creates a new one-way road for vehicular traffic throughout the entire site with a pedestrian walk that parallels the road. The safety concern for the increase in vehicular traffic moving past the front of the elementary school was the driving influence to limit the number of parking garage levels that required driving by the school to access that parking level. As a result, only two levels of the parking garage require the motorist to drive past the elementary school. The location of the proposed parking structure has been intentionally located to leverage the pedestrian overpass of 1-70 connecting to Lionshead and Vail Mountain. The lower part of the site will remain a major transit stop for all in town buses and school buses. The project will improve upon the existing configuration of the bus drop off and also allow pedestrians from the parking structure to access the transit stop for connectivity to the in town bus system. The design of the garage allows pedestrian egress from all 4 levels, with the lowest RSES and Parking Garage Project Narrative Project No. 1627.02 + 1627.02.1 June 26, 2017 Page - 3 level being ADA accessible to the transit pick up / drop off location. Pedestrian ramps, walkways, crosswalk striping and lighting will add safety to the pedestrian routes. In town buses will continue to loop through the lower site as occurs with the existing configuration. School bus drop off and pickup will also occur at the transit location. The proposed 40' width of the new bus loop will allow for 2 rows of buses to be parked simultaneously with adequate spacing and width to account for pedestrian circulation. The existing parking spaces in the center of the bus loop area have been removed from the proposed design to separate public parking from the transit area and improve safety and congestion. The proposed access to the upper 3 levels of the garage and the school will be accomplished via a one way drive circumnavigating the proposed parking structure. This will allow a more fluid drop off for parents in front of the school, without the need to turn around and exit the school drive the same way as incoming parking structure users. The one way drive will be very beneficial in the AM peak hours when school and TOV/Vail Resorts workers are accessing the site. The drive has been designed to accommodate the turning movements of the Vail Fire Departments aerial ladder truck (4S ft. long) and large school buses (40 ft. long). The parking structure accesses at each level will be controlled access utilizing entry gates with readers and cameras, similar to the existing Ford Park employee access. The parking structure entries have been designed to accommodate the turning movements of a Chevy Suburban (19 ft. length). All parking spaces and access aisles on proposed surface and structure parking meet Town code for length and width. Existing parking spaces along the access drive and up in the school paved parking area have been reconfigured to allow better maneuverability. Most of the snow storage areas for the proposed improvements are planned for the west end of the project. The parking structure's top level will have a swing gate on the western most access aisle, similar to the Lionshead garage. Snow will be plowed off the edge of the gate in to a landscaped area with a graded sump and proper drainage inlet to collect melt water. The access drive and sidewalk will be plowed to the westernmost curve in the road, where a swing gate will be placed in lieu of standard guardrail to allow for adequate storage. Smaller snow storage areas are proposed for the southern edge of the parking structure and the median along North Frontage Road. Neighborhood Character Impact: All aspects of the project strive to match or improve the character of the surrounding areas. Currently, the exterior of the project has not been updated since 1976, as a result the existing building disrupts the character of the surrounding neighborhood. The project is located along North Frontage Road in Vail, which has a sense of density and activity that this project brings to the site. The adjacent building structures have recently had a surge of new construction and renovations guiding a character shift along the 1-70 corridor reinforcing the idea of density with vertical structures. This project also continues the development of the Mountain Modern Design Aesthetic seen spreading throughout the town. This aesthetic focuses on combining contemporary design movements with elements of traditional mountain design that addresses the unique challenges put on building structures in the mountains. The design style uses exterior building materials that relate to the surrounding elements and mountains such as timber members, local stone accents, and earth tone colors. The parking garage component of the project creates a sense of verticality mirrored throughout RSES and Parking Garage Project Narrative Project No. 1627.02 + 1627.02.1 June 26, 2017 Page - 4 the surrounding building structures; however, due to the natural grading of the project site it the verticality of the parking garage does not disrupt the aesthetics or views from the elementary school. RSES and Parking Garage Project Narrative Project No. 1627.02 + 1627.02.1 June 26, 2017 Page - 5 0 FELSBURG (4 HOLT & ULLEVIG connecting and enhancing communities May 23rd, 2017 MEMORANDUM TO: Chad Salli, Town of Vail FROM: Chris Fasching SUBJECT: Proposed Parking Structure Traffic Impact — Red Sandstone Elementary FHU Project 117177-01 This memorandum provides information concerning the traffic impact associated with a proposed new parking structure to be located next to the Red Sandstone Elementary School in Vail. The structure is proposed to contain 160 spaces (40 of which would be used by the school), and it has been intentionally located to leverage the pedestrian overpass of 1-70 connecting to Lionshead Village and the ski lift access to Vail Mountain. The information provided here is specific to the parking structure's access onto the North Frontage Road relative to peak hour turning movement traffic and the need for acceleration/deceleration lanes. Access to the North Frontage Road is controlled by CDOT, and this study is intended to inform turn lane accel/deceleration lane needs pertaining to the new parking structure. EXISTING CONDITIONS The access onto the North Frontage Road currently exists, and it serves the Red Sandstone Elementary school and a gymnastics facility. Turning movement counts were collected at the access intersection to capture current use traffic demands for three peak hours of the day including the AM peak hour, mid-afternoon peak hour (when school lets out), and the PM peak hour. The through movements along the North Frontage Road were also collected, but it is recognized that the through traffic along the North Frontage Road is not at its peak given a "mud" season traffic count, but school was in full session as was the gymnastics facility. Figure 1 shows the collected turning movement data, as is frontage road data that were collected during a winter peak season. An eastbound left turn deceleration lane currently exists at the site access, measuring approximately 150 feet long (plus a lead-in taper). There is currently no westbound right turn deceleration lane. The posted speed limit is 35 MPH. PROJECTED CONDITIONS The proposed parking structure will serve Lionshead activity including the commercial area as well as skiing. Some of the parking will also be made available for the elementary school. Trip 6300 South Syracuse Way, Suite 600 Centennial, CO 80111 tel 303.721.1440 fax 303.721.0832 www.fliueng.carn infot+fhueng.com May 231, 2017 Memorandum to Chad Salli Page 2 generation estimates associated with the 160 -space structure were estimated from the Lionshead parking structure's entering and existing transactions. A five weekdays worth of data were compiled and averaged representing a peak winter season (the last week of March). These data were related to the size of the Lionshead structure of 1100 spaces to develop trip generation rates. From this analysis, the average hourly trip generation rates for Lionsheads are: • AM peak hour - 0.25 trips per space, 85% inbound • 2:30 to 3:30 PM hour - .25 trips per space, 35% inbound PM Peak hour— 0.40 trips per space, 30% inbound. Applying these to the 160 -space parking structure yields the following trip generation estimates directly associated with the parking structure: AM peak hour — 34 in, 6 out • 2:30 to 3:30 hour — 14 in, 26 out • PM peak hour — 19 in, 45 out Trips were assigned to the proposed access point based on the distribution of trips in and out of the school today as well as trips in and out of Lionshead structure, yielding the following distribution percentage estimates: 60% to/from the east 40% to/from the west Applying these trip distribution percentages to the trip estimates presented, Figure 2 was developed that shows the increase in traffic specifically related to the parking structure. Figure 3 then shows the total peak hour projections developed by summing the traffic of Figure 1 with Figure 2 and rounding up to the nearest five vehicles per hour. Through traffic shown along the North Frontage Road was estimated from peak season projections presented in the 1-70 Underpass Vail, Colorado Freeway Operations Traffic Study prepared by FHU in 2015, which accounts for traffic shifts due to the new 1-70 underpass currently under construction. These shifts will ultimately result in less traffic traveling this section of the North Frontage Road than otherwise would occur given future growth. AUXILARY LANE NEEDS The State Highway Access Code criteria was consulted to assess turn lane needs given the Frontage Road classification. The EB left should be 50 feet long. A total of 150 feet is provided, and therefore no additional lengthening of the lane is needed. The WB right turn deceleration lane is needed when this volume exceeds 50 vehicles per hour, provided at least 150 vehicles per hour occur along the adjacent through lane. Given this, there is not a strong need for a right turn deceleration lane. The PM peak hour is the one time -period representing a border -line condition during peak season. Since this border -line condition would only occur during peak season, it is not a prevailing condition. As such, a right turn deceleration lane is not recommended and is not needed. This should provide adequate information with respect to lane needs at the structure access. If you have any questions or need additional information, please call. E — N IL a) N � a> iz O u � < O � di C)LU X 1 o ' In 1 X X X 0 ERV M N � ERV z X W X LU X N N ajN i 3 txo - ii u N L V L C L CL D��3 cG w��:D G Z W 0 W J _R 40155�� 5j� N M N C i O i76 0 Ell i -�e u n$ CL Lbuo F- u u w O L CL R H cG w��:D E L 2 — N in Eu o O O u O N L � L > Q Q C O O O O bA Z I l7 -�-/ n Q a_ II Q n II I n II X X X X X X X x N M N C i O i76 0 Ell i -�e u n$ CL Lbuo F- u u w O L CL R H cG w��:D Sandra Mutchler, Ca .A. Chief Finaneial Officer sandra.nnrtehler@eagleschools. net June 14, 2017 Town of Vail Planning and Environmental Commission 75 S. Frontage Road Vail, CO 81657 EAGLE COUNTY SCHOOLS IN NOVEMBER 2016, Eagle County residents voted to pass a Bond, providing critical financial resources for Eagle County Schools. The Bond enables significant facility upgrades to ensure our community schools meet the needs of our growing student population. As part of those projects, Red Sandstone Elementary will go through significant renovations. These renovations include but are not limited to: • A much needed cafeteria will be added • Classroom space will increased • Library/media center will be enhanced • Professional development space will be developed • Technology will be enhanced • Windows will be replaced • New flooring and paint • New furniture • Asphalt repair and maintenance • Many other deferred maintenance issues These renovations address programming and maintenance issues. The addition and renovation will free up square footage in the building footprint for the existing number of classrooms to grow to a higher student square footage ratio that meet the current Eagle county School District standards. The existing building programmatic spaces will be rearranged to allow for maximizing square footage within each space. Therefore, there is not a need to increase capacity for student enrollment. Staffing at the school will not increase. 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au,�6ui �a waul6u3'a np yyvtl '-- pue uo!Jenouay loouoS AJeJuauaal�] auolspues pail _ 13SNOIS30 �%^� �dnoig�l4 OI1VIN3HOS - Ueld Goold uogilowaa g easy Iana� weld CO-' M yuI ! vev10 §40 x§a hw =lo p W 3a m p - s - p Q -- u' _ - - _ _w - w� 6 a9 - - p -a a - z o , .o a - - - ` w - QQolo > wa o -- - a „a aso w - w - - Y o waw p 3 o p� w - o�� a - X X 3 o - bbbb8d -- �_bb�_obbobib���b�b�pb"bbb�-_ a Q - waw ��-- - - dza "s - A L I� A A SII AA ° I � �L- NI F ILAI �z II � II L I- -_-- II IY�FryT�F�Hu� J I I I _--� - L ll- I I I -L -----------------Il -- d I I 77, -e C A 0 o r� -� L A 111111 rr 9 L__-Ir=_,I�--- :Ft-�.-- �m ------------- zoiai- e AS NOIS30 OLVIN3HOS 9 101 Z �0019 Pled OlelOd IPA - GbeJeS) 5UNJed PUe U0UG8 IOOqOS AJeJUGWGJ�] Guolspues P08 2--- � 1jeAO Ueld JOOI-j UOII!IOWG(] 112J@Ao IGAG-1 PUOOGS 7"', V010 NMSVH� — –1-- dnoig m(i �: }\} \}\\'M })) MI, M nH 'N 'M AS NJIS30 311 1 8 fol Z X10018 Pled olelod Ilea - a6eaeS) 6uNaed eamasrx �! au,�6ui �a waul6u3'a np pue uoljenouay looyos Ajejuawal�] auolspues pail dnoag �11a Ueld JooId uogilowaa y eaay Iana-1 puooaS 50' 60 yul -eetg--v evi p s _ - �� _ - 03 W ww> w 3a ,.owe X5'3 I I 1 � SII 11) I lo xso I _ so pan � m ------------------------------- -------------------- u An 0 a W� alae= U O C- p4 o IIII U` i_ I� An o a 0 -- w II�I - _ a 1o - -- ° -----------oxo — uvu �o u I v -- p�yw —Xo ---- ali al -- o pyo prow �lil ---_-- who — — wo ao0o0 -- -- -_oa_ _ a o 0 agm9 oll I I 1 � SII 11) I I o J m J I _ so pan � m ------------------------------- -------------------- u An 0 a W� alae= U O C- p4 IIII U` i_ I� An m �l a II II�I _ a lelL—_ tn,\�7®jll F7�1 -----------oxo — uvu u I v ali al �lil _� illi �(� �II Ir 11) J a Q U O C- p4 U` U@ 13S NJIS30 OLVIN3H�S w3 zo am I 8 fol Z X10018 Pled olelod Ilea - a6eaeS) 6uNaed pue uollenouay looyos Ajejuawal�] auolspues pail ue1d J001 -j UOII!Iowaa g eaay Iana-1 puooaS - - - --- - �.H - - - - o sao �o ,5o --- 0 H a `O O ILL C 0 O O 07 o _ N Q N N _ III III - - - - - - - - -- e - -a 00 0 :g ooh. o So 0 Sa 5s> \ - ado g.m4 - N3MSVH �� oa ul�6ui uey 6uwaui6u3'a npa 90'64 'OU dnoag?Jl4 I '9w! 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N 8 fol Z X10018 Pled olelod Ilea - a6eaeS) 6uNaed NMSVH�j au,�6ui �a waui6u3'a np pue uolJenouay loouoS AJeJuauaal�] auolspues pail ��,a 13S IN3HOS Ue oo ear uoi i owa 80' 0 yui eeleKwsaygyl� dnoa �iltlw3H�s Id � 2i V d 3.1 d waH -1 - � o a z o a w6 =- - - - oda J "o .�w o a - mg p � xso J Q - -off a�a goo -- �LL- — - - w�woa o _s -W- p w m r w Y a Eo - - - - - - - - - - - - - - - - 0 0 0 E a) n � � ----------- 0 I,t ----------------- H 9101z�00 gNmed mgodIPA- eneeSnujed \ Pue uo pn ua Io qOS amueLm ] eumspues A�j - ©amA9�v©goum 6010 x �j do amO� : \Ro \\\ \\\ ~ « \\\»/\ \{ ffi � � ----------- 0 I,t ----------------- AI U�� r o -p O (:-D- AS NOIS30 OLV1143HOS 9 101 Z X10019 Pled OlelOd IPA - GbeJeS) 5UNJed PUe UOIJeAOUGy IOOqOS AJeJUGWG13 Guolspues Pad 2� SUOIJeA213 JOIJ2IX3 UOlMOW@G W70 NMSVHj dnoig �1(i H NO o p 81 N AI U�� r o -p O (:-D- SII 01- -1- t Iu �. �L AS NOIS30 OLV1143HOS 9 101 Z X10019 Pled OlelOd IPA - GbeJeS) 5UNJed PUe UOIJeAOUGy JOOqOS AJeJUGWG13 Guolspues Ped 2� SUOIJeA@13 JOIJGIX3 UOlMOW@Cl P@6JeIU3 Zo-za NMSVHj dnoig �11(i R Ili 0 lo 'o R S L- u o -o oo o o �o o A- '-o o' M - x x -o x U) W Iii o , - 'o o '.o H H. n E SII 01- -1- t Iu �. �L 'P Ti f7 J Ili L- u Lu U) W Iii E AS NOIS30 OLVIN3HOS 8 fol Z X10018 Pled olelod Ilan - a6eaeS) 5UNJed pue uolJenouay IoouoS AJeJuauaa13 auolspues pad Su011ena13 JOIGIX3 uogilowaa pa6aelu3 m"ry ` ` £o'ZQ NMSVH1 j au,�6ui eN 6uwaui6u3'a np YW,tl _ °��%"a 'dnoag �a � yuI eetg! vev10 q, oma- - w -- €� 11 ° II O ego= -a - --_ - 07 o- - - -I Q II II II II C C O Q C 0 I I I II I I I LU Lam' II II I O z C O z O I Oo E N= -5 q E- �0 I I I -5 q E- �0 - tw ewH I' Ilr-� N I I I oma- 11 ° II 07 o- - - -I Q II II II II C C O Q C 0 I I I II I I I LU Lam' II II I O z C O z O I Oo E N= -5 q E- �0 I I I I' 11 07 I i I I a C C O I I I I w C U w L �' w fn O z O I (6 I I I I LU o O -5 q E- �0 -5 q E- �0 Town of Vail Standard Exterior Light Pole Fixtures Project name Type Date Prepared by RVS Luminaire Lamp Optical system Voltage Options Finish RoadMew LED Series RVS 4.66" (1 18mm) (61 m (61 mm) 21.38" (543mm) min. — 25.25" (641 mm) max. - - RVS Weight 23.0 to 26.0 lbs (10.4 to 11.8 kg) 15.38" (391 mm) Lamps 'For Type IN distribution. See photometric files for other distributions. Print Form PHILIPS Optical systems / LED ❑ LE2 TYPE II /Asymmetrical distribution ❑ LE3 TYPE III /Asymmetrical distribution ❑ LE4 TYPE IV /Asymmetrical distribution Driver options" Voltage ❑Q UNIV (120-277) [:1347 ❑ 480 (not available for 32 LED models) ❑ AST Driver pre-programmed with progressive lamp starting* ❑ CDMG Dynadimmer standard dimming program* ❑ CDMGP Dynadimmer custom dimming program* ❑ CLO Constant Light Output, driver pre-programmed to achieve the same light intensity for the duration of the lifespan of the lamp* ❑ DALI Driver compatible with DALI control systems* ❑X_ DMG Dimmable driver 0-10 volt ❑ OTL Over The Life, driver pre-programmed to signal the end of lamp life* ❑ OVR Dynadimmer override function for use with motion detector or other switching device *Only available with 120 - 277 volts. " For all programmable options please consult the factory for details Surge protective devi Luminaire options ❑ API ANSI/NEMA wattage label ❑ BL Bubble level ❑ OSL3W Motion detector (requires DMG or CDMG) ❑X PH8 Photoelectric cell, twistlock type includes receptacle ❑ RC Receptacle for a twist -lock photocell or shorting cap ❑ SR Strain relief Finish options ❑ GY3 Gray ❑ BR Bronze ❑ WH White ❑ BK Black ❑ EXP Extrusion painted to match cast housing color selected above (standard extrusion color is anodized aluminum). SR RC Strain relief Specifications subject to change without notice. Consult factory for full details. Qvt a o '0% 4000w 0o 0 a® Additional colors are available. Consult factory for complete specifications. LE D G I N E Reversible 4 bolt connection mounting PHILIPS Lamp Composed of high performance white LEDs. ANSI Nominal CCT of 4000K, minimum 70 CRI. Ambient operating temperature range -40C (-40F) to +40C (104F). L70 lumen maintenance projected to be greater than 100,000 hours. Optical system Composed of high performance lenses, protected by a flat tempered glass lens. System is rated IP66. Photometric performance is tested according to IES LM -79. Heat sink The extruded heat sink is made of A6063 aluminum alloy, and is shaped to draw heat away from the LEDs. Product does not use any cooling device with moving parts (has passive cooling device). LED platform The LEDGINE LED platform consist of two LED boards with 48, 64, or 80 LUXEON Rebel LEDs each, as required to provide total LEDs from 96 - 160. The LED boards are removable and replaceable. Wiring Surge protector Luminaire wiring is done using a terminal block located inside the Surge protective device provides all phases protection for line -ground, housing.Terminal block accepts three wires (#2-14 AWG). line -neutral, and neutral -ground in accordance with IEEE /ANSI C62.41.2 C High. Surge rating 10 kV, 10 kA and DOE Model Specification for Hardware and seals Roadway Luminaires Elevated requirements per Appendix D. Surge All hardware shall be stainless steel or corrosion resistant.All seals protection is standard for all product models 120-480v. Driver Electronic driver, operating range 50-60 Hz. Auto -adjusting to input voltage between 120-277 volt AC, or 347-480 volt AC. Minimum power factor 0.90, maxTHD 20%. UL recognized component. 100,000 hours expected life. Optional dimming (0-1 Ov) and digital driver features available. Housing The upper and lower parts of the housing are made of die castA360 aluminum alloy. The 4 -bolt mounting system includes a reversible bracket made of zinc plated steel. Fits on a 1.66" to 2.375" OD by 5" long tenon, fixed by 3/8-16 UNC steel zinc plated bolts.An integral part of the housing permits an adjustment of +/- 5° by steps of 2.5°. Power door The housing is complete with a tool -less removable power door including quick disconnects for ease of service. A tool free latch assembly on the power door allows for easy access to the electrical compartment. PHILIPS 02012 Philips Roadway Lighting All rights reserved. Document order number: RVSTSI OOR02 and sealing devices are lined with silicone. Finish Application of a polyester powder coat paint. (4 mils/ 100 microns). The chemical composition provides a highly durable UV and salt spray resistant finish in accordance with the ASTM -BI 17 standard and humidity proof in accordance with the ASTM -D2247 standard.The specially formulated Lumital powder coat finish is available in standard gray. Additional colors are available. Consult factory for complete specifications. Vibration resistance Meets the ANSI C136.31-2001 table 2,American National Standard for Roadway Luminaire Vibration specifications for Bridge/overpass applications (3G). Certifications and Compliance CSA, UL or cUL. ISO 9001-2008.A11 electrical components are RoHS compliant. Listed on Design Lights Consortium (DLC) Qualified Products List (QPL). Philips Roadway Lighting 10275 W. Higgins Road Rosemont IL 60018 Tel: 847-390-5111 Fax: 847-332-0305 Customer Support/Technical Service: 847-390-5111 www.philips.com/roadwaylighting A Division & Genlyte Thomas Group LLC Town of Vail Standard Exterior Light Pole ROUND STEEL POLE > SPR5 Optional base covers Specifications: Pole: made from a one-piece, 5" round (127 mm) tube of high -tensile Q� carbon steel sealed by a rolled and flattened vertical weld seam and a E welded to both the top and bottom of a steel anchor plate. 7 _ A 2" by41/2" (51 by 114 mm) maintenance opening is complete with cover and copper ground lug. nE s° i ,rBase cover: square base cover made from two pieces of formed r -MMI is -) , aluminum mechanically fastened to the base with stainless LBC1 B105 B50m steel hardware. Finish: See page 142 for Finish details. Options: Base details DE: Pole buried 5'(1524 mm) in the ground (see page 133) o L5: Provision for loudspeaker outlet c (see page 132) = C PH7: Button -type photoelectric cell Standard o £ (specify operating voltage) base cover PH8: Quarter -turn type photoelectric cell „ (specify operating voltage) DR: Duplex receptacle (120V line voltage only) GFI: DR with common ground fault interrupter (120V line voltage only) BA: Banner arm (see page 136) Ps: Plant support (see page 137) MPL: Mid-pole luminaire Two-piece round decorative base cover: WIREWAV 35/16"(s4 mm) LBC1: Cast -aluminum B105: Cast -aluminum BOLT CIRCLE 121/2„ 850: Gast -aluminum i (318 mm) £ Note: The recommended method for calculating EPA (Effective m N i J I Projected Area) isin accordance with AASHTO 2001 standards: for three seconds, the pole is tested in wind gusts equivalent to the strongest winds on record over the past 50 years, and with a 50 3o- pound load (22.7 kg) placed at 1 foot (305 mm) above its center. EE vo 0 o 3 C v Comes with 4 anchor bolts, 8 nuts and 8 washers. 121/2" BLN 3/4" B.C. from: 8" to 121/2" (203 to 324 mm) (318 mm) BLN 1" B.C. from: 8" to 127/8" (203 to 327 mm) CATALOG NOMINAL TENON WALL EPA RATING NUMBER HEIGHT SECTION THICKNESS WEIGHT 90 MPH 110 MPH 120 MPH 150 MPH ANCHOR BOLTS ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ft m in mm in mm Ibs kg sq.ft sq.ft sq.ft sq.ft in Minn SPRSC-14 14 4.27 5 127 0.150 3.8 133 61 26.73 18.07 15.22 9.71 3/4-20 19-508 SPRSJ-14 14 4.27 5 127 0.180 4.6 154 70 30 21.84 18.42 11.8 3/4-20 19-508 SPRSV-14 14 4.27 5 127 0.250 6.4 201 91 30 30 25.56 16.47 3/4-20 19-508 SPRSC-15 15 4.57 5 127 0.150 3.8 141 64 24.44 16.49 13.87 8.83 3/4-20 19-508 SPRSJ-15 15 4.57 S 127 0.180 4.6 163 74 29.52 19.99 16.86 10.77 3/4-20 19-508 SPRSV-15 15 4.57 5 127 0.250 6.4 214 97 30 27.82 23.5 15.12 3/4-20 19-508 SPR5V-16 16 4.88 5 127 0.250 6.4 227 103 30 25.74 21.74 13.99 3/4-20 19-508 SPRSC-18 18 5.49 5 127 0.150 3.8 163 74 18.56 12.39 10.38 6.51 1-36 25-914 SPRSJ-18 18 5.49 5 127 0.180 4.6 191 87 22.63 15.22 12.8 8.1 1-36 25-914 SPRSV-18 18 5.49 S 127 0.250 6.4 252 115 30 21.51 18.15 11.61 1-36 25-914 SPRSC-20 20 6.10 5 127 0.150 3.8 178 81 15.37 10.15 8.48 5.24 1-36 25-914 SPRSJ-20 20 6.10 5 127 0.180 4.6 208 94 18.91 12.61 10.57 6.61 1-36 25-914 SPRSV-20 20 6.10 5 127 0.250 6.4 277 126 26.74 18.09 15.22 9.69 1-36 25-914 SPRSC-22 22 6.71 5 127 0.150 3.8 193 88 12.72 8.27 6.86 4.17 1-36 2S-914 SPRSV-22 22 6.71 5 127 0.250 6.4 303 138 22.68 15.24 12.8 8.07 1-36 2S-914 SPRSV-25 25 7.62 5 127 0.250 6.4 340 154 17.72 11.74 9.81 6.08 1-36 25-914 SPRSV-30 30 9.14 5 127 0.250 6.4 404 183 11.41 7.25 5.96 3.48 1-36 25-914 PHILIPS Note: Philips Lumec reserves the right to modifythe above details to reflect changes in the cast of materials and/or production and/or design Gvithout prior notice_ P27 > POLE AND BRACKET GUIDE LUMEC jEagle County School District Standard Exterior Light Pole Fixtures D -Series Size 0 LED Area Luminaire Y NIGHTTIME FRIENDLY 4ans` Number Hit the Tab key cr mouse over the page inset all interactive elements. 144, + Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color Specifications appearance and system -level interoperability. EPA: 0.95 ft2 H • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency Length: 26 (66.0 cm) W • This luminaire is A+ Certified when ordered with DTLR Width: 13" controls marked by a shaded background. DTL DLL (33D(m) L equipped luminaires meet the A+ specification for Height: -- luminaire to photocontrol interoperability1 (178 cm) • This luminaire is part of an A+ Certified solution for Weight 16 lbs (max): n.�skgl ROAM®2 or XPointTM Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background' A+ Capable options indicated �. by this color background. To learn more about A+, visit www.acuitybrands.com/aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam; Link to DTL DLL EXAMPLE: DSXO LED 40C 1000 40K T3M MVOLT SPA DDBXD DSXO LED DSXO LED Forward optics 530 530 m 30K 3000K T1S Type Ishort T5S TypeVshort MVOLT^ Shipped included 20( 20 LEDs tons engine) 700 700 m 40K 4000K T2S Type 11 short T5M TypeVmedium 120" SPA Square pole mounting 40( 40 LEDs (two engines) 1000 1000 mA 50K 5000 K T2M Type 11 medium T5W Type Vwide 208" RPA Round pole mounting Rotated optics' (1A) AMBPC Amber T3S Type III short BLC 4cklightcontrol3 2401 WBA 1Alallbracket 30C 30LEDs (oneengine) Bi-Ievel switched dimming, 50%'j ' phosphor T3M Type III medium LCCO Left cornercutoff53 277' SPUMBA Square pole universal mounting adaptor DMG 0-10V dimming extend cutback of honsing for external control (no controls) 12 converted' Part night, dim till dam 'S DF Double fuse (208, 240, " DDBTXD Textured dark bronze DCR T4M TypeIVmedium RCCO Right corner 3475 RPUMBA Round pole universal mounting adaptorb 480V0 DBLBXD TFTM Forward throw cutoff'' 4805 Shipped separately PNMT6D3 Part night, dim 6 hrs ' L90 medium DNATXD KMAS DDBXD U Mist arm mounting bracket adaptor PIRH Bi-Ievel,motion/ambientsensor,15-30'mountingheight, ambient sensor enabled at5fc" PNMT7D3 TSVS Type V very short R90 (specifijfinish)' Shipped installed PIRH1FC3V Bilevel, motion/ambientsensor, 15-30' Shipped installed DDBXD Dark bronze PER NEMA twist -lock receptacle only (no controls) a mounting height, ambient sensor enahl.datlfc HS House -side shield" DBLXD Black PERS Five -mire receptacle only (no controls) BL30 Bi -level switched dimming, 30% 13^ SF Single fuse (120, 277, DNAXD Natural aluminum PER7 Seven -wire receptacle only (no controls) 8a BL50 Bi-Ievel switched dimming, 50%'j ' 347V) " DWHXD V,/hite DMG 0-10V dimming extend cutback of honsing for external control (no controls) 12 PNMTDD3 Part night, dim till dam 'S DF Double fuse (208, 240, " DDBTXD Textured dark bronze DCR ® 1 Dimmable and controllable via ROAM (no controls) PNMTSD3 Part night, dim 5 hrs'� 480V0 DBLBXD Textured black PIR Bilevel,motion/ambientsensor,8-15'mountingheight,ambientsensorenabledat5fc" PNMT6D3 Part night, dim 6 hrs ' L90 Left rotated optics' DNATXD Textured natural PIRH Bi-Ievel,motion/ambientsensor,15-30'mountingheight, ambient sensor enabled at5fc" PNMT7D3 Partnight,dim7hrs' R90 Right rotated optics' aluminum PIRIFC3V Bi-level,motion/ambientsensor,8-15'mountingheight, ambientsensor enabled atlfc" FAO Field adjurableoutput" DDL Difusddrop lens DWHGXD TextureJwhite BS Kroll spikes if L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone 800279 8041 • wv,w lithonia com DSXO-LED Rev, 03/29/17 LIGHT/NG Oc 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 1 of 6 Ordering Information - Controls & Shields 1 MILL 27F 1.5 J Photocell - SSL twist -lock (120-277V)" DLL347F 1.5 CU L I Photocell -SSL twist-lo(k(347V)" 2 DLL48aF 1.S CU L J Phatacell -SSL twist -hock (48OV)" d .L DSHORTSBKU Shorting cap'" o DSXOEGS DDBXDU External glare shield a N a DSX0HS 20C House -side shield for 20 LED unit° d 3 DSX0HS 30C House -side shield for 30 LED unit" V DSX0HS 4000 House -side shield for 40 LED unit" DSXODDLU 3 Diffused drop lens (polycarbonate) " o PUMBA DUBXD U* Square and round pole universal mount- '*Far round pale maunnng )RPA) only. ing bracket adaptor (specify finish)'= KMAS DDBXDU Mast arm mounting bracket adaptor (spedfy finish)' For more co7trol options, visit DTL and ROAM — External Glare Shield NOTES 1 30 LEDs (30C option) and rotated options (L90 or R90) only available together. 2 AMBPC is not available with BLC, LLCO or RCCO. 3 Not available with HS or DDL. 4 NIVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Specify 120V, 208V, 240V or 277V options only when ordering with fusing (SF, DF options). 5 Not available with single board, 5301 product (20C 530 or 30C 530). Not available with BL30, BL50 or PNMT options. 6 Existing drilled pole only. Available as a separate combination accessory; for retrofd use only: PUMBA (finish) U; 1.5 G vibration load rating per ANCI C136.31, 7 Must order fixture with SPA mounting. Must be ordered as a separate accessory; see Accessories information. For use with 2-3/8" mast arm (not included). 8 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap be order for correct operation when photocontrol is present. 9 If ROAM- node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Not available with DCR. Node with integral dimming. 10 DMG option for 347V or 480V requires 1000mA. 11 Specifies a ROAM* enabled luminaire with 0-1 OV dimming capability; PER option required Additional hardware and services required for ROAM"' deployment; must be purchased separately, Call 1-800-442-6745 or email: sales,Aroamservices.net. N/Awith PERS, PERT, BL30, BL50 or PNMT options. Node without integral dimming. Mvolt only. Not available with 347V and 4807 Not available with PIRH1 FC3V, 12 PIR and PIRIFC3V specifythe SensorSwitch SBGR-140DP control; PIRH and PIRI-i specify the SensorSwitch SBGR-6-ODP control; see Outdoor Control Technical Guide for details. Dimming driver standard. Ambient sensor disabled when ordered with DCR. Separate on/off required. Not available with PNMT options. PIR and PIRH options are used with PERS and PERT, additional leads from receptacle are terminated and non-functioning. When PIR and PIRH options are selected with DCR, old style ROAM node must be used or PIRH and PIRH will not function correctly 13 Requires an additional switched circuit. 14 Dimming driver standard- MVOLT only Not available with 347V, 480V, DCR, PER5, PER7 or PNMT options- Not available with PIR1 FC3V and PIRH1 FC3V 15 Dimming driver standard. MVOLT only Not available with 347V, 480V, DCR, PER5, PER7, BL30 or BL50. Not available with PIR1 FC3V and PIRH1 FC3V Separate on/off required. 16 Dimming driver standard. Not available with PER5, PER7, DMG, DCR, BUD, BL50, PNMT, PIR, PIRH, PIR1 FC3V and PIRH1 FC3V 17 Not available with BLC, LCCO and RCCO distribution. Also available as a separate accessory; see Accessories information. 18 Single fuse (SF) requires 120V, 277V or 347V Double fuse (DF) requires 208V, 2407 or 48ov.. 19 Requires luminaire to be specified with PER option. Ordered and shipped as a separate line item from Acuity Brands Controls, 20 For retrofit use only �59v 4.31 i 78' .50 12.3 12.443 Tenon Mounting Slipfitter** 2-3/8" AST20-190 AST20-280 AST20-290 AST20-320 AST20-390 AST20-490 2-7/8" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 • • - • To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D -Series Area Size 0 homepage. Isofootcandle plots for the DSXO LED 40C 1000 401<. Distances are in units of mounting height (20'). LEGEND d 3 2 1 a 1 2 3 d 11 4 3 2 1 x 1 2 3 4 114 3 2 1 x 1 2 3 4 114 3 2 1 x 1 3 4 11 ■ 4 4 4 4 0.1 fc ■ 3 3 3 3 0.5 fc 2 z z z ■ 1.0 fc a a + a + a + -2 -2� -2 ZLL' zw d .4 -0 -0 T1S T3M "1N k4MIHS F 3 TSM T -; ' L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone 800279 8041 • wv,vv lithonia corn DSXO-LED Rev, 03/29/17 L/GHT/NG © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 2 of 6 Template #8 Top of Pole DSXOsharesa unique drilling pattern with the AERIS` family. Specify this drilling pattern when specifying pales, per the table below. DM19AS Single unit DM29AS 2at90- 0.563" DM28A5 tat 180' DM39A5 3at90— DM49A5 4at 90'* DM32A5 3 a 120'** 1.325" 0 4aa" Example: SSA 20 4C DM19AS DDBXD 2650" (2 PLCS) Visit Dthunla Lighting's POIES(ENTRALtu see uurwideselection alpines, <essaries and educational Las. tap must he 325"O. D. minimum. '*Far round pale maunnng )RPA) only. Tenon Mounting Slipfitter** 2-3/8" AST20-190 AST20-280 AST20-290 AST20-320 AST20-390 AST20-490 2-7/8" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 • • - • To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D -Series Area Size 0 homepage. Isofootcandle plots for the DSXO LED 40C 1000 401<. Distances are in units of mounting height (20'). LEGEND d 3 2 1 a 1 2 3 d 11 4 3 2 1 x 1 2 3 4 114 3 2 1 x 1 2 3 4 114 3 2 1 x 1 3 4 11 ■ 4 4 4 4 0.1 fc ■ 3 3 3 3 0.5 fc 2 z z z ■ 1.0 fc a a + a + a + -2 -2� -2 ZLL' zw d .4 -0 -0 T1S T3M "1N k4MIHS F 3 TSM T -; ' L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone 800279 8041 • wv,vv lithonia corn DSXO-LED Rev, 03/29/17 L/GHT/NG © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 2 of 6 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40'C (32-104°1`). 01C 32'F 102 10IC 50'F 1 O1 20'C 68'F 1.00 25'C 77'F 1.00 30T 86'F 1.00 40'C 104-F 0.99 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25'C ambient, based on 10,000 hours of LED testing (tested per IESNA LM -86-08 and projected per IESNA TM -21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. 0 25.000 50,000 100.000 DSXO LED 20C "1000 1 0.98 0.96 0.93 DSXO LED 40C 1000 = 1 0.98 0.95 0.90 _ DSXO LED 4 1 0.99 0.99 0.99 Electrical Load ofL/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone 800279 8041 • wv,w lithonia com DSXO-LED Rev, 03/29/17 LAGHT/NG © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 3 of 6 120 208 240 277 347 480 530 35 0.34 0.22 0.21 0.20 -- - 20C 700 45 0.47 0.28 0.24 C.22 018 0.14 1000 72 0.76 0.45 0.39 0.36 0.36 0.26 530 52 0.51 0.31 0.28 0.25 -- - 30C 700 70 0.72 0.43 0.37 0.34 0.25 0.19 1000 104 1.11 0.64 0.56 0.49 0.47 0.34 530 68 0.71 0.41 0.36 0.33 0.25 0.19 40C 700 91 0.94 0.55 0.48 0.42 0.33 0.24 1000 138 1.45 0.84 0.73 0.64 0.69 0.50 ofL/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone 800279 8041 • wv,w lithonia com DSXO-LED Rev, 03/29/17 LAGHT/NG © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 3 of 6 Performance DataLumen Output Lumen values are from photometric tests performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. ifL/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone 800279 8041 • www lithonia com DSXO-LED Rev, 03/29/17 LIff"MN7. © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 4 of 6 Performance DataLumen Output Lumen values are from photometric tests performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. ifL/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone 800279 8041 • www lithonia com DSXO-LED Rev, 03/29/17 LIGHT/NG Oc 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 5 of 6 Performance Data FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D -Series Size 0 reflects the embedded high performance LED technology. It is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and pedestrian areas. CONSTRUCTION Single -piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED driver is mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (0.95 ft') for optimized pole wind loading. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non -textured finishes OPTICS Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing_ Light engines are available in 3000 K, 4000 K or 5000 K (70 CRI) or optional 3000 K (70 minimum CRI) or 5000 K (70 CRI) configurations- The D -Series Sze 0 has zero uplight and qualifies as a Nighttime Friendly- product, meaning it is consistent with the LEEDx and Green Globes^^ criteria for eliminating wasteful uplight. ELECTRICAL Light engine(s) configurations consist of 20, 30 or 40 high -efficacy LEDs mounted to metal -core circuit boards to maximize heat dissipation and promote long life (up to L99/100,000 hours at 25'C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1%failure rate. Easily serviceable IOkV or 6kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D -Series Size 0 to withstand up to a 3.0 G vibration load rating per ANSI C136,31, The D -Series Size 0 utilizes the AERIS'"" series pole drilling pattern (template #8). Optional terminal block and NEMA photecentrol receptacle are also available. LISTINGS UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40'C minimum ambient. U.S. Patent No. D672,492 S. International patent pending. DesignGghts Consortium® (DLC) qualified product- Not all versions ofthis product may be DLC qualified. Please check the DLC Qualified Products List at wwwdesignlights_ org to confirm which versions are qualified_ WARRANTY 5 -year limited warranty Complete warranty terms located at: www.acu itybrands.com7CustemerResources/Terms_and_conditions.aspx Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 'C. Specifications subject to change without notice. OFL/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone 800279 8041 • www lithonia com DSXO-LED Rev, 03/29/17 LIGHT/NG Oc 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Page 6 of 6 Parking Garage Wall Mounted Light Fixture Cree EdgeTM Series LED Security Wall Pack Luminaire Product Description The Cree Edge TM wall mount luminaire has a slim, low profile design. The luminaire end caps are made from rugged die cast aluminum with integral, weathertight LED driver compartments and high performance aluminum heat sinks specifically designed for LED applications. Housing is rugged aluminum. Includes a lightweight mounting box for installation over standard and mud ring single gang J -Boxes. Secures to wall with four 3/16" (5mm) screws (by others). Conduit entry from top, bottom, sides and rear. Allows mounting for uptight or downlight. Designed and approved for easy through -wiring. Includes leaf/debris guard. Applications: General area and security lighting Performance Summary Patented Nar- ic° Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 4000K (+/- 301 5700K (+/- 500K) standard Limited Warranty': 10 years on luminaire/10 years on Colorfast DeltaGuard' finish *see http://lig hti ng.cree.ca m/warranty for warranty terms Accessories Field -Installed Bird Spikes Hand -Held Remote XA-BRDSPK XA-SENSREM - For successful implementation of the programmable multi-level option, a minimum of one hand-held remote is required Ordering Information Example: 5 EC-EDG-2M-W M -O6 -E -U L -SV -700 141b,011i' 18.3" Dim. "A" (464m m ) 02 9.9"(251 mm] 201bs.(9.lkg] 4.1 " 11.9" (303mml (104mm) 06 13.9" (353mml 25 lbs. (I1.3kg] 08 15.9" (404mml LED Count (x10) Dim. "A" Weight 02 9.9"(251 mm] 201bs.(9.lkg] 04 11.9" (303mml 22 Lbs. (I C.Okgl 06 13.9" (353mml 25 lbs. (I1.3kg] 08 15.9" (404mml 27 [Ins. (122kg] 10 17.9" (455mml 31 lbs. (14.1 kg] 12 19.9" (505mml 32 Lbs. (I4.5kg] SEC-EDG 3M WM 06 E UL SV 350 P LED Product Optic Mounting Count Series Voltage Calor Drive Options (x10) Options Current SEC-EDG 2M WM 02 E UL BK 350 DIM 0-10V Dimming Type II Medium Wall Mount 04 Universal Black 35OmA - Control by others 2MB 06 120-277V B2 525 - Refer to Dimming spec sheet for details Type II Medium w/BLS 08 UH Bron2e 525mA - Can't exceed specified drive current 25 10 Universal 5V -Available with 20-80 LEDs F Fuse Type II Short 347-480V Silver 700 - Refer to ML spec sheet for availability with ML options 25B 12 34 WH 700mA - Available with UL voltage only Type II Short v//BLS 347V White -Available with 20-60 LEDs - When code dictates fusing, use time delay fuse 3M ML Multi -Level Type III Medium - Refer to ML spec sheet for details 3MB - Intended for downlight applications of O° tilt Type III Medium w/BLS P Photocell 4M - Refer to ML spec sheet for availability with ML options Type IV Medium - Must specify UL or 34 voltage 4MB PML Programmable Multi -Level Type IV Medium w/BLS - Refer to PML spec sheet for details - Intended for downlight applications of W tilt 40K 4000K Color Temperature - Minimum 70 CRI - Color temperature per luminaire C (9 US I I • t 1911sup, Rev. Date: V2 07/28/2016 U5: lighting.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada CREE'.- T (800) 473-1234 F (800) 890-7507 Cree EdgeTM LED Security Wall Pack Luminaire Product Specifications CONSTRUCTION & MATERIALS • Slim, low profile design • Luminaire sides are rugged die cast aluminum with integral, weathertight LED driver compartment and high performance aluminum heat sinks specifically designed for LED applications • Housing is rugged aluminum • Furnished with low copper, light weight mounting box designed for installation over standard and mud ring single gang J -Boxes • Luminaire can also be direct mounted to a wall and surface wired • Secures to wall with four 3/16" (5mm) screws (by others) • Conduit entry from top, bottom, sides, and rear • Allows mounting for uptight or downlight • Designed and approved for easy through -wiring • Includes leaf/debris guard • Exclusive Colorfast DeltaGuard® finish features an E -Coat epoxy primer with an ultradurable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bron2e, silver and white are available • Weight: See Dimensions and Weight Chart on page 1 ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral weathertight J -Bax with leads (wire nuts] for easy power hook up • Integral 1 01k surge suppression protection standard • To address inrush current, slow blow fuse or type C/D breaker should be used • Maximum 10V Source Current: 20 LED (350mAJ: 10mA; 20LED (525 & 700 mA) and 40-120 LED: 0.15mA REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Meets FCC Part 15 standards for conducted and radiated emissions • Enclosure rated IP66 per IEC 60529 when ordered without P, PML or ML options • 101kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • DLC qualified. Exceptions apply when ordered with full backlight control. Please refer to www.designtights.org/QPL for most current information • Dark Sky Friendly, IDA Approved. Please refer to www.darksky.org/for most current information • Meets Buy American requirements within ARRA Electrical Data* LED Count (x10) System Watts 120-480V Total Current 120V 208V 240V 277V 347V 480V 350mA 02 25 0.21 0.13 0.11 0.10 0.08 0.07 04 46 0.36 0.23 0.21 0.20 0.15 0.12 06 66 0.52 0.31 0.28 0.26 0.20 0.15 08 90 0.75 0.44 0.38 0.34 0.26 0.20 10 110 0.92 0.53 0.47 0.41 0.32 0.24 12 130 1.10 0.63 0.55 0.48 0.38 0.28 525mA 02 37 0.30 0.19 0.17 0.16 0.12 0.10 04 70 0.58 0.34 0.31 0.28 0.21 0.16 06 101 0.84 0.49 0.43 0.38 0.30 0.22 08 133 1.13 0.66 0.58 0.51 0.39 0.28 700mA 02 50 0.41 0.25 0.22 0.20 0.15 0.12 04 93 0.78 0.46 0.40 0.36 0.27 0.20 06 134 1.14 0.65 0.57 0.50 0.39 0.29 Electricat data at 25'C (77' F] Recommended Cree EdgeTM Series Lumen Maintenance Factors (LMF)' Initial 25K hr 50K hr 75K hr 100K hr Ambient LMF Projected' Projected' Calculated' Calculated' LMF LMF LMF LMF 5'C (41 'F1 1.04 0.99 0.97 0.95 0.93 10'C (50'Fi 1.03 0.98 0.96 0.94 0.92 15'C (59'F] 1.02 0.97 0.95 0.93 0.91 20'C (68'Fl 1.01 0.96 0.94 0.92 0.90 25°C (77-F1 1.00 0.95 0.93 0.91 0.89 Lumen maintenance values at 25'C are catcutated per TM -21 based on LM -80 data and in-situ turninaire testing 'In accordancewith IESNATM-21-11, Projected Values represent mterpdated value based an time durations that are within six times (64 the IESNA LM -80-08 totattect duction (in hours] let the device under testing IIDUT] i.e. the packaged LED chip] 'In accordancewith IESNATM-21-11, Calculated Values represent time durations that exceed six times (64 the IESNA LM -80-08 total test duration (in hours] for the device under testing ((DUT] i.e. the packaged LED chip] US: lighting.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada CREE'.- T (800) 473-1234 F (800) 890-7507 Cree EdgeTM LED Security Wall Pack Luminaire Photometry All published luminaire photometric testing performed to IESNA LM -79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://tighting.cree.com/products/outdoor/wall-mount/cree-edge-series-5 2M ITL Test Report #: 79174 SEC- EDG-2M-**-06-E-U L -700-40K InitiaL Delivered Lumens: 11,128 2MB SEC-EDG-2M-**-08-E-U L-525-40 K Mounting Height: 10' (3.0m) A.F.G. Initial Delivered Lumens: 11,835 InitiaL FC at grade CSA Test Report #:6447 SEC-EDG-2MB **-08-E-UL-525-4GK ARE-EDG-2MB **-06-E-UL-700-40K Mounting Height: 10' (3.Oml A.F.G. Initial Delivered Lumens: 7,953 Initial Delivered Lumens: 8,915 Initiat FC at grade US: lighting.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Type II Medium Distribution 4000K 5700K LED Count (x10] Initial Delivered Lumens' BUG Ratings" PerTM-15-11 Initial Delivered Lumens' BUG Ratings' PerTM-15-11 350mA 02 2,138 B1 UO G1 2,220 B1 UO 61 04 4,276 B1 UO G1 4,440 B1 UO G1 06 6,340 B2 UO G2 6,584 B2 UO G2 08 8,454 B2 UO G2 8,779 B2 UO G2 10 10,542 B3 UO G3 10,947 B3 UO G3 12 12,650 B3 UO G3 13,137 B3 UO G3 525mA 02 2,993 B1 U061 3,108 B1 UO 61 04 5,986 B2 U062 6,216 B2 UO G2 06 8,876 B2 U062 9,218 B2 UO G2 08 11,835 B3 UO 63 12,290 B3 UO G3 700mA 02 3,656 B1 UO G1 3,796 B1 UO G1 04 7,311 B2 UO G2 7,593 B2 UO G2 06 10,842 B3 UO G3 11,259 B3 UO G3 * Initial delivered lumens at 25'C (77'F1 "Far mare information en the IES BUG (Backlight-UpOght-Glare] Rating visit: www.ies.arg/PDF/Erratas/TM-15-116ug RatingsAddendum.pdf Type II Medium Distribution w/BLS 4000K 5700K LED Count (x10) Initial Delivered Lumens' [BUG Ratings" PerTM-15-11 Initial Delivered Lumens' BUG Ratings" PerTM-15-11 350mA 02 1,610 Be U061 1,672 Be UO 01 04 3,221 Be U061 3,345 Be UO 61 06 4,776 B1 U061 4,959 B1 UO G1 08 6,368 B1 UO G1 6,613 B1 UO G2 10 7,941 B1 U062 8,246 B1 UO G2 12 9,529 B1 U002 9,895 B1 UO G2 525mA 02 2,254 Be UO G1 2,341 Be UO G1 04 4,509 B1 UO G1 4,682 B1 UO G1 06 6,686 B1 UO G2 6,943 B1 U062 08 8,915 B1 UO G2 9,258 B1 UO 62 700mA 02 2,754 Be UO G1 2,860 Be UO 61 04 5,507 B1 UO G1 5,719 B1 UO 61 06 8,167 B1 UO G2 8,481 B1 UO 62 * Initial delivered lumens at 25'C (77'Fl ** For more information an the IES BUG (BackOght-Uplight-Glare1 Rating visit: www.ies.orq/PDF/Erratas/TM-15-11 Bug RatingsAddendum.pdf CREE'.- Canada: www.cree.com/canada T (800) 473-1234 F (800) 890-7507 Cree EdgeTM LED Security Wall Pack Luminaire Photometry All published luminaire photometric testing performed to IESNA LM -79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://tighting.cree.com/products/outdoor/wall-mount/cree-edge-series-5 25 ITL Test Report p: 79175 SEC-EDG-25 **-06-E-UL-700-40K Initial Delivered Lumens: 11,704 25B ■■■iii■ !Wool SEC -E UG -25-* *-08-E-U L -525-40K Mounting Height: 10' 13.0m] A.F.G. Initial Delivered Lumens: 12,604 Initial FC at grade CSA Test Report H: 6454 SEC-EDG-25B-**-08-E-1JL-525-40K ARE-EDG-25B **-06-E-UL-700-40K Mounting Height: 10' (3.0m] A.F.G. Initial Delivered Lumens: 9,202 Initial Delivered Lumens: 9,683 Initial FC at grade US: lighting.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Type II Short Distribution 4000K 5700K LED Count (x10] Initial Delivered Lumens" BUG Ratings- PerTM-15-11 Initial Delivered Lumens' BUG Ratings" PerTM-15-11 350ni 02 2,277 B1 UO G1 2,364 B1 UO 61 04 4,553 B1 UO G1 4,728 B1 UO 01 06 6,752 B2 UO G2 7,012 B2 UO 32 08 9,003 B2 UO G2 9,349 B2 UO 62 10 11,226 B3 UO G3 11,658 B3 UO 63 12 13,472 B3 UO G3 13,990 B3 UO G3 525mA 02 3,187 B1 UO 01 3,310 B1 UO 61 04 6,375 B2 UO G2 6,620 B2 UO 62 06 9,453 B2 UO 62 9,816 B3 UO 03 08 12,604 B3 UO 63 13,088 B3 UO G3 700mA 02 3,893 B1 UO G1 4,043 B1 UO 01 04 7,786 B2 UO G2 8,086 B2 UO 02 06 11,546 B3 UO G3 11,990 B3 UO 03 * Initial delivered lumens at 25'C (77'F1 ** For more information on the IES BUG (Ba, klight-Uplight-GLarel Rating visit: www.ies.org/PDF/Erretas/TM-15-11 Bug RatingsAddendum.pdf Type II Short Distribution w/BLS 4000K 5700K LED Count (x10] Initial Delivered Lumens- BUG Ratings- Per TM -15-11 Initial Delivered Lumens' BUG Ratings" Per TM -15-11 350mA 02 1,749 BO UO G1 1,816 BO UO G1 04 3,498 B1 UO 01 3,633 B1 UO 61 06 5,188 B1 UO 61 5,387 B1 UO 61 08 6,917 B1 UO 61 7,183 B1 UO 61 10 8,625 B2 UO 61 8,957 B2 UO G1 12 10,350 B2 UO G2 10,748 B2 UO 02 525mA 02 2,449 B1 UO G1 2,543 B1 UO 01 04 4,898 B1 UO G1 5,086 B1 UO 01 06 7,263 B1 UO 61 7,542 B1 UO 61 08 9,683 B2 UO G2 16,056 B2 UO 62 700ni 02 2,991 B1 UO G1 3,106 B1 UO 61 04 5,982 B1 UO G1 6,212 B1 UO 61 06 8,871 B2 UO G1 9,212 B2 UO 52 * Initial delivered lumens at 25'C (77'F] ** Far more Wet nnation on the IES BUG (Backlight-Uplight-Glarel Rating visit: www.i,s.,rg/PDF/Erratas/TM-15-113 ug RatingsAdd end um.pdf CREE'.- Canada: www.cree.com/canada T (800) 473-1234 F (800) 890-7507 Cree EdgeTM LED Security Wall Pack Luminaire Photometry All published luminaire photometric testing performed to IESNA LM -79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://tighting.cree.com/products/outdoor/wall-mount/cree-edge-series-5 3M I ITLTest Report p: 79173 SEC- EDG-3M-**-06-E-U L -700-40K Initial Delivered Lumens: 10,343 3MB 1 �V SEC-EDG-3 M-**-08-E-U L-525-40 K Mounting Height: 10' (3.0m) A.F.G. Initial Delivered Lumens: 11,220 Initial FC at grade CSA Test Report H: 6448 SEC-EDG-3MB-**-08-E-UL-525-40K ARE-EDG-3MB **-06-E-UL-700 Mounting Height: 10' (3.0m] A.F.G. Initial Delivered Lumens: 7,740 Initial Delivered Lumens: 8,300 Initial FC at grade US: lighting.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Type III Medium Distribution 4000K 5700K LED Count (x10] Initial Delivered Lumens' BUG Ratings" PerTM-15-11 Initial Delivered Lumens' BUG Ratings" PerTM-15-11 350ni 02 2,027 B1 UO G1 2,105 B1 UO 61 04 4,054 B1 UO G1 4,209 B1 UO 31 06 6,011 B2 UO G2 6,242 B2 UO G2 08 8,015 B2 UO G2 8,323 B2 UO G2 10 9,994 B3 UO G3 10,379 B3 UO G3 12 11,993 B3 UO G3 12,454 B3 UO G3 525mA 02 2,837 B1 UO 61 2,947 B1 UO 61 04 5,675 B2 UO G2 5,893 B2 UO 62 06 8,415 B2 UO 62 8,739 B2 UO G2 08 11,220 B3 UO 63 11,652 B3 UO G3 700ri 02 3,466 B1 UO G1 3,599 B1 UO G1 04 6,932 B2 UO G2 7,198 B2 UO G2 06 10,279 B3 UO G3 10,674 B3 UO G3 * Initial delivered lumens at 25'C (77'F1 *' Formore information on the IES BUG (Backlight-Uplight-Glarel Rating visit: w w.is.org/PDF/Erratas/TM-15-11 Bug RatingsAddendum.pdf Type III Medium Distribution w/BLS 4000K 5700K LED Count (x10) Initial Delivered FRab3nTgs'= -15-11 Initial DeliveredRatigs"Lumens' Lumens' BUG PerTM-15-11 350ri 02 1,499 B1 UO G1 1,557 B1 UO 61 04 2,999 B1 UO 61 3,114 B1 UO 61 06 4,446 B1 UO G1 4,617 B1 UO G1 08 5,929 B1 UO G2 6,157 B1 UO G2 10 7,393 B1 UO G2 7,677 B1 UO G2 12 8,872 B1 UO G2 9,213 B1 UO G2 525mA 02 2,099 B1 UO G1 2,180 B1 UO G1 04 4,198 B1 UO G1 4,359 B1 UO G1 06 6,225 B1 UO G2 6,464 B1 UO 62 08 8,360 B1 UO G2 8,619 B1 UO G2 700ni 02 2,564 B1 UO G1 2,662 B1 UO 61 04 5,127 B1 UO G2 5,325 B1 UO 62 06 7,603 B1 UO G2 7,896 B1 UO 62 * Initial delivered turners at 25'C (77'F1 ** Formore information on the IES BUG (Backlight-Uplight-Glarel Rating visit: w w.ics.org/PDF/Erratas/TM-15-11 Bug RatingsAddendum.pdf CREE'.- Canada: www.cree.com/canada T (800) 473-1234 F (800) 890-7507 Cree EdgeTM LED Security Wall Pack Luminaire Photometry All published luminaire photometric testing performed to IESNA LM -79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://tighting.cree.com/products/outdoor/wall-mount/cree-edge-series-5 4M ITL Test Report #:78793 SEC- EDG-4M-**-06-E-U L -700-40K Initial Delivered Lumens: 11,607 4MB CSA Test Report #: 6449 ARE -ED G-4 M B-**-12-E-U L -525-40K Initial Delivered Lumens: 13,155 5 E C -E U G-4 M-* *-08-E-U L-525-40 K Mounting Height: 10' 13.0m] A.F.G. Initial Delivered Lumens: 11,835 Initial FC at grade SEC-FDG-4MB-* *-08- E -U L-525-40 K Mounting Height: 10' (3.0m] A.F.G. Initial Delivered Lumens: 8,915 Initial FC at grade Type IV Medium Distribution 4000K 5700K LED Count (x10] Initial Delivered Lumens" BUG Ratings- PerTM-15-11 Initial Delivered Lumens* BUG Ratings" Per TM -15-11 350mA 02 2,138 B1 UO G1 2,220 B1 UO 61 04 4,276 B1 UO G1 4,440 B1 UO 01 06 6,340 B2 UO G2 6,584 B2 UO 32 08 8,454 B2 UO G2 8,779 B2 UO 62 10 10,542 B2 UO G2 10,947 B3 UO 63 12 12,650 B3 UO G3 13,137 B3 UO G3 525mA 02 2,993 B1 UO 01 3,108 B1 UO 61 04 5,986 B2 UO G2 6,216 B2 UO G2 06 8,876 B2 UO 62 9,218 B2 UO 02 08 11,835 B3 UO 63 12,290 B3 UO G3 700mA 02 3,656 B1 UO G1 3,796 B1 UO 01 04 7,311 B2 UO G2 7,593 B2 UO 02 06 10,842 B3 UO G3 11,259 B3 UO 03 * Initial delivered omens at 25'C (77'F1 ** F.,rmore hfw tostion on the IES BUG (Backlight-Uplight-Glarel Rating visit: www.i.s.org/PDF/Erratas/TM-15-11 Bug RatingsAddendum.pdf Type IV Medium Distribution w/BLS 4000K 5700K LED Count (x10] Initial Delivered Lumens- BUG Ratings'- Per TM -15-11 Initial Delivered Lumens' BUG Ratings" Per TM -15-11 350mA 02 1,610 BO UO G1 1,672 BO UO 01 04 3,221 B1 UO 01 3,345 B1 UO 61 06 4,776 B1 UO 61 4,959 B1 UO 61 08 6,368 B1 UO 62 6,613 B1 UO 02 10 7,941 B1 UO 62 8,246 B1 UO G2 12 9,529 B1 UO G2 9,895 B1 UO 02 525mA 02 2,254 BO UO G1 2,341 BO UO 01 04 4,509 B1 UO G1 4,682 B1 UO 01 06 6,686 B1 UO G2 6,943 B1 UO 62 08 8,915 B1 UO G2 9,258 B1 UO 62 700ni 02 2,754 BO UO G1 2,860 BO UO 61 04 5,507 B1 UO G1 5,719 B1 UO 52 06 8,167 B1 UO G2 8,481 B1 UO 52 * Initial delivered lumens at 25'C (77'F1 ** Formore information on the IES BUG (Backlight-Uplight-6Larel Rating visit: www.ies.org/PDF/Erratas/TM-15-11 Bug RatingsAddendum.pdf © Cree, Inc. and/or one of its subsidiaries. All rights reserved. For informational purposes only. Content is subject to change. CREE'.-Patent tentwww.cree.com/patents. Cree"', NanoDptic"', and Colorfast DeltaGuard"' are registered trademarks, and the Cree Logo and Cree Edger" are trademarks of Cree, Inc. The UL Logo is a registered trademark of UL LLC. The DLC CPL logo is a registered trademarks ofNortheast Energy Efficiency Partnerships, Inc. US: lighting.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada T (800) 473-1234 F (800) 890-7507 RSES Building Mounted Light Fixture WST LED Architectural Wall Sconce Specifications Luminaire Height: 8-1/2" (21 S9 cm) Width: 17" (43.18 cm) Depth: 10-3/16" (25.9 cm) Weight: 20 lbs (9-1 kg) �w� o F — M, 4%. Ni MENDIV Optional Back Box (BBW) Height: 4" (10.2 cm) Width: 5-1/2" Visual comfort forward throw MVOLTI 277' (14.0 cm) Depth: 1-112" P2 3,000 Lumen package 30K 3000 K VW (3.8 cm) FOR 3/4" NPT SIDE -ENTRY INC, Numumbe Number Noses Hit the Tab key or mouse over the page to see all interactive elements. Introduction The WST LED is designed with the specifier in mind. The traditional, trapezoidal shape offers a soft, non-pixilated light source for end-user visual comfort. For emergency egress lighting, the WST LED offers six battery options, including remote. For additional code compliance and energy savings, there is also a Bi -level motion sensor option. With so many standard and optional features, three lumen packages, and high LPW, the WST LED is your "go to" luminaire for most any application. Ordering WST LED Information Performance Package Distribution EXAMPLE: WST LED P1 40K VF MVOLT DDBTXD WST LED P1 1,500 Lumen package 27K 2700 K VF Visual comfort forward throw MVOLTI 277' Shipped included P2 3,000 Lumen package 30K 3000 K VW Visual comfortmiide 120' 347 (blank) Surface mounting bracket P3 6,000 Lumen package 40K 4000 K 208' 480 Shipped separately 50K 5000 K 240' BBW Surface -mounted back box2 PBBW Premium surface-mounted back box" �r rFinish (required) PE Photoelectric cell, button type E7WC Emergency battery backup (cold,71SI)'a DDBXD Dark bronze PER NEMA t� iist-lack receptacle only E7WHR Remote emergency battery backup (remote 7W)79 DBLXD Black PERS Five -wire receptacle only E20VVH Emergency battery backup (2018),1° DNAXD Natural aluminum PER7 Seven -wire receptacle only E20VVC Emergency battery backup (cold,20V,1)"1° DWHXD VVhite PIR Motion/Ambient Light Sensor, 8-15' mounting height" E23WHR Remote emergency battery backup (remote 20141)19 DSSXD Sandstone PIRIFC3V Mori on/ambientsensor, 8-15'mounting height, ambient sensor enabled atlf2' LCE Left side cond uit entry' DDBTXD Textured dark bronze PIRH 180° motion/ambientI ghtsensor, 15-30' mounting height" RCE Rightside can duit entry DBLBXD Textured black PIRHIFC3V Motion/ambientsensor, 15-30' mounting height, ambientSensor enabled atlfc, DNATXD Textured natural aluminum SF Single fuse (120, 277,347V1, Shipped separately DWHGXD Textured white DF Double fuse (208, 240, 480V), RBPW Retrofit back plate' DSSTXD Textured sandstone DS Dual switching' VG Vandal guard'` E7WH Emergency battery backup (7VV)- WG VVireguard'- Accessories ordered and shipped separately WSTVCPBB\N DDBXD U Premium Surface - mounted back box WSBBW DDBTXU Surface -mounted back box RBPW DDBXDU Retrofit back plate NOTES 1 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Specify 120, 208, 240 or 277 options only. when ordering with button type photocell (PE), fusing (SF, DF), or dual switching (DS). 2 Also available as a separate accessory; see accessories information. 3 Top conduit entry standard. 4 Not available with PE, PER, PERS, PER7, VG or WG. 5 Not available with MVOLT option. Button photocell (PE) can be ordered with a dedicated voltage option. Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 6 Not available with E7WH, E7WC, E7WHR, E20WC, E20WH, or E23WHR. Used with inverter system. Not available with 347/480V. Not available with PE, PER, PERS & PER7. 7 Not available with 347/480V 8 Battery pack rated for -20' to 40'C. 9 Comes with PBBW. 10 Warranty period is 3 -years. 11 Not available with BBW. 12 Must order with fixture; not an accessory. fLITffVAii One Lithonia Way • Conyers, Georgia 30012 • Phone 800.279.8041 • www.lithoniacom WST-LED AL /"A ff TIA ii © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/30/17 NEmergency Battery Operation The emergency battery backup is integral to the luminaire- no external housing required! This design provides reliable emergency operation while maintaining the aesthetics of the product. All emergency backup configurations include an independent secondary driver with an integral relay to immediately detect AC power loss, meeting interpretations of NFPA 70/NEC 2008 - 700.16 The emergency battery will power the luminaire for a minimum duration of 90 minutes (maximum duration of three hours) from the time supply power is lost, per International Building Code Section 1006 and NFPA 101 Life Safety Code Section 7.9, provided luminaires are mounted at an appropriate height and illuminate an open space with no major obstructions. The examples below show illuminance of 1 fc average and 0.1 fc minimum of the P1 power package and VF distribution product in emergency mode. 12' MH 10' x 10' Gridlines - 10, 8' and 12' Mounting Height WST LED P1 27K VF MVOLT E7WH Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. WST LED P2 40K VF MVOLT E20WH Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 040'C (32-104°F). 01C 32'F 1.03 1010 50'F 1.02 20'C 68'F 1.01 251C 77`F 1.00 30'C 86'F 0.99 40'C 104'F 0.98 Projected LED Lumen Maintenance Values calculated according to IESNA TM -21-11 methodology and valid up to 40`C. ® 0 25,000 50,000 100,000 1.0 >0.95 >0.92 >0.87 ��QQQ®®QQQ®®QQQ®QQQ® 17 120 208 24�277147 1 0.1 0.06 0.05 0.04 P1 14 -- --- --- -- 0.04 003 P1 DS 14 0.12 0.07 r r 25 0.21 0.13 0.11 0.1 --- - P2 30 0.09 0.06 P2 DS 25 0.21 0.13 0.11 0.1 --- - 50 0.42 0.24 0.21 0.19 P3 56 --- - --- - 0.16 0.12 P3 DS 52 043 0.26 023 0.21 --- - Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 040'C (32-104°F). 01C 32'F 1.03 1010 50'F 1.02 20'C 68'F 1.01 251C 77`F 1.00 30'C 86'F 0.99 40'C 104'F 0.98 Projected LED Lumen Maintenance Values calculated according to IESNA TM -21-11 methodology and valid up to 40`C. ® 0 25,000 50,000 100,000 1.0 >0.95 >0.92 >0.87 fL1TffZ7A&1A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com WST-LED LA.GWrlivi . © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/30/17 17 120 208 24�277147 1 0.1 0.06 0.05 0.04 P1 14 -- --- --- -- 0.04 003 P1 DS 14 0.12 0.07 0.06 0.06 25 0.21 0.13 0.11 0.1 --- - P2 30 0.09 0.06 P2 DS 25 0.21 0.13 0.11 0.1 --- - 50 0.42 0.24 0.21 0.19 P3 56 --- - --- - 0.16 0.12 P3 DS 52 043 0.26 023 0.21 --- - fL1TffZ7A&1A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com WST-LED LA.GWrlivi . © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/30/17 To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's WST LED homepage. Isofootcandle plats for the WST LED P340KVF and VW. Distances are in units of mounting height (10'). Distribution overlay comparison to 175W metal halide. LEGEND ^ 3 2 i a t 2 s a 4 3 2 1 a 1 2 s 4 - LEGEND 0.1 fc 4 ..,-S„' 1.0 fc sirM►.ENIMM 9111MMERIMII fc FEATURES & SPECIFICATIONS Lu 4 = WST 175M FT Probe, 12' Mounting Ht INTENDED USE The classic architectural shape of the WST LED was designed for applications such as hospitals, schools, malls, restaurants, and commercial buildings. The long life LEDs and driver make this luminaire nearly maintenance -free. CONSTRUCTION The single -piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine heat sinks and promote long life. The driver is mounted in direct contact with the casting for a low operating temperature and long life. The die-cast door frame is fully Basketed with a one-piece solid silicone gasket to keep out moisture and dust, providing an IP65 rating for the luminaire. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering_ A tightly controlled multistage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum, sandstone and white. Available in textured and non -textured finishes. OPTICS Well crafted reflector optics allow the light engine to be recessed within the luminaire, providing visual comfort, superior distribution, uniformity, and spacing in wall -mount applications. The WST LED has zero uptight and qualifies as a Nighttime Friendly- product, meaning it is consistent with the LEED® and Green Globes— criteria for eliminating wasteful uptight. ELECTRICAL Light engine(s) consist of 98 high -efficacy LEDs mounted to a metal core circuit board and integral aluminum heat sinks to maximize heat dissipation and promote long life (100,000 hrs at 40°C, L87). Class 2 electronic driver has a power factor >90%, THD <20%. Easily - serviceable surge protection device meets a minimum Category B (per ANSI/IEEE C62.41.2). INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wiring connections. LISTINGS CSA certified to U.S. and Canadian standards- Luminaire is IP65 rated_ PIR back box options are rated for wet location_ Rated for -30DC to 40'C ambient- DesignLights Consortium® (DLC) Premium qualified product. Not all versions of this product may be DLC Premium qualified. Please check the DLC Qualified Products List at wwwdesignlights-org/QPLto confirm which versions are qualified. WARRANTY 5 -year limited warranty Complete warranty terms located at: wmvacu itybrands.com/CustomerResources/Terms_and_conditions_aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 'C. Specifications subject to change without notice. fLITffVAMA One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com WST-LED LACWTINW © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/30/17 ■ WST _ LED, 0.5 fc _ ■ WST HID, 0.5 fc 10' W Sidewalk m LLDs: WST HID: WST LED: wST HID=0.72 213W 50W �zWST LED =0.95 WST LED `3 40K VF, Lu 4 = WST 175M FT Probe, 12' Mounting Ht INTENDED USE The classic architectural shape of the WST LED was designed for applications such as hospitals, schools, malls, restaurants, and commercial buildings. The long life LEDs and driver make this luminaire nearly maintenance -free. CONSTRUCTION The single -piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine heat sinks and promote long life. The driver is mounted in direct contact with the casting for a low operating temperature and long life. The die-cast door frame is fully Basketed with a one-piece solid silicone gasket to keep out moisture and dust, providing an IP65 rating for the luminaire. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering_ A tightly controlled multistage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum, sandstone and white. Available in textured and non -textured finishes. OPTICS Well crafted reflector optics allow the light engine to be recessed within the luminaire, providing visual comfort, superior distribution, uniformity, and spacing in wall -mount applications. The WST LED has zero uptight and qualifies as a Nighttime Friendly- product, meaning it is consistent with the LEED® and Green Globes— criteria for eliminating wasteful uptight. ELECTRICAL Light engine(s) consist of 98 high -efficacy LEDs mounted to a metal core circuit board and integral aluminum heat sinks to maximize heat dissipation and promote long life (100,000 hrs at 40°C, L87). Class 2 electronic driver has a power factor >90%, THD <20%. Easily - serviceable surge protection device meets a minimum Category B (per ANSI/IEEE C62.41.2). INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wiring connections. LISTINGS CSA certified to U.S. and Canadian standards- Luminaire is IP65 rated_ PIR back box options are rated for wet location_ Rated for -30DC to 40'C ambient- DesignLights Consortium® (DLC) Premium qualified product. Not all versions of this product may be DLC Premium qualified. Please check the DLC Qualified Products List at wwwdesignlights-org/QPLto confirm which versions are qualified. WARRANTY 5 -year limited warranty Complete warranty terms located at: wmvacu itybrands.com/CustomerResources/Terms_and_conditions_aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 'C. Specifications subject to change without notice. fLITffVAMA One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com WST-LED LACWTINW © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/30/17 Parking Garage Interior Ceiling Mounted Light Fixture 304 SerieSTM LED Parking Structure Luminaire Product Description Slim, low profile design. Luminaire is constructed from rugged die cast and extruded aluminum components. LED driver is mounted in a seated weathertight center chamber that allows for access from below the luminaire. High performance aluminum heat sinks specifically designed for LED parking structure application. Applications: Parking structures and low -medium bay general lighting Performance Summary Patented NanoOptic® Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 4000K (+/- 300K), 5700K (+/- 500K) Standard Limited Warrantyt: 10 years on luminaire/10 years on Colorfast DeltaGuardl finish tseehttp/Aighting.cree.corr warranty far warranty terms Accessories Field -Installed Bird Guard - For pendant or hook & cord mount onty XA-XCPBRDGRD For Pendant Mount Luminaires Leveler - For 0-13' Sloped Ceilings XA-PNDTLVL** Fitting XA-PSFTG** Pendant Mount Kits - Includes conduit fitting and threaded pipe - Pendant height from ceiling surface to bottom of the luminaire; mounting accessories or surface boxes will add to overall height XA-PS1 2KIT** - 12" (305mml XA-PS1 8KIT** - 18" (457mm) XA-PS22KIT** - 22" (559mml ** Must specify color Ordering Information Example: PKG-304-5M-DM-04-E-UL-SV-700 For Hook & Cord Mount Luminaires Locking Type Plug XA-1_515P -120V XA-1_615P - 208/240V XA-1_715P -277V XA-L3720P -347V Locking Type Receptacle XA-L515R -120V XA-L615R - 208/240V XA-L715R -277V XA-1_720R -347V Steady Lock - For eyebott SL -C Hand -Held Remote XA-SENSREM - For successful imptementation of the programmable multi-level option, a minimum of one hand-held remote is required DM Mount 12.0- SQ (305mm) LED Count (x101 Weight 04 20.4 Lbs. (9.3kgl 06 20.8 lbs. (9.4kgl PKG-304 5M 06 E SV DIM LED Count Color Drive Product Optic Mounting (x701 Series Voltage Options Current Options PKG-304 5M DM 04 E UL BK 350 DIM 0-10V Dimming Type V Medium Direct 04 Universal Black 350ni - Control by others 55 HC 120-277V BZ 525 - Refer to Dimming spec sheet for details Type V Short Hook & Cord UH Bronze 525mA - Can't exceed of specified drive current PS PD Universal SV 700 F Fuse Petroteum Pendant 347-480V Silver 700ni - Availabte with UL voltage only Symmetric WH - When code dictates fusing use time delay fuse SL White - Refer to ML spec sheet for availability with ML options Sparkle J Alternate Junction Box Mounting Petroteum - For direct mount only 40 - Alternate bracket to fit 4" (102mmi square and RACO279 J -Box 40' Flood ML Multi -Level - Refer to ML spec sheet for detaits - Intended for dawnlight apptications at 0' tilt PML Programmable Multi -Level - Refer to PML spec sheet for detaits - Intended for downlight applications at 0' tilt 40K 4000K Color Temperature - Minimum 70 CRI - Colortemperature per luminaire Rev. Date: V2 07/27/2016 U5: lighting.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada CREE'.- T (800) 473-1234 F (800) 890-7507 304 SerieSTM LED Parking Structure Luminaire Product Specifications CONSTRUCTION & MATERIALS • Slim, low profile design • Constructed from rugged die cast and extruded aluminum components • LED driver is mounted in a seated weathertight center chamber that allows for access from below the luminaire • High performance heat sinks specifically designed for LED parking structure application • Direct mounting bracket is designed to mount directly over existing single gang and octagonal junction boxes for direct mount • Hook and cord mount provided with spring lock hook for mounting and 1.5' (0.5m) of cord • Pendant mount includes 36" (419mm1 cord out of the luminaire and is intended to be mounted by 3/4 IP pendant (by others) • Exclusive Colorfast DeltaGuard® finish features an E -Coat epoxy primer with an ultradurable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver, and white are available • Weight: See Weight Charts on pages 1 and 5 ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral 1 01k surge suppression protection standard • To address inrush current, slow blow fuse or type C/D breaker should be used • 10VSource Current: 0.15mA REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Enclosure rated IP66 per IEC 60529 • Consult factory for CE Certified products • 101kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Meets FCC Part 15 standards for conducted and radiated emissions • DLC qualified when ordered with 5M or 5S optics. Please refer to www.designtights.org/QPL for most current information • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • RoHS Compliant. Consult factory for additional details • Meets Buy American requirements within ARRA Electrical Data* LED Count (x10] System Watts 120-480V Total Current 120V 208V 240V 277V 347V 480V 350mA 04 46 0.39 0.24 0.22 0.21 0.15 0.12 06 69 0.57 0.34 0.30 0.27 0.21 0.16 525mA 04 71 0.59 0.35 0.31 0.28 0.21 0.16 O6 101 0.84 0.49 0.43 0.38 0.30 0.22 700mA 04 94 0.79 0.46 0.40 0.36 0.28 0.21 C6 135 1.14 0.65 0.57 0.50 0.40 0.29 * Electrical data at 25'C (77'FI Recommended 304 SeriesTM Lumen Maintenance Factors (LMF)' Ambient Initial LMF 25K hr 50K hr Projected` Projected` LMF LMF 75K hr Calculated' LMF 1COK hr Calculated` LMF 5'C 141 °FI 1.04 6.99 0.97 0.95 0.93 10'0 (50`FI 1.03 0.98 0.96 0.94 0.92 15'C (59'F1 1.02 0.97 0.95 0.93 0.91 20'C (6871 1.01 0.96 0.94 0.92 0.90 25'C (77'FI 1.00 0.95 0.93 0.91 0.89 ' Lumen maintenance vatues at 25'C (77'FI are cat, itated per TM -21 based on LM -80 data and in-situ luminaire testing `In ac.-ardanee with IE -SNA TM -21-11, Projected Values representrterpolated va We based on time durations that are within six times 0I the IESNA LM -80-08 total test duration (in hours] for the device under testing ((DUTI i.e. the packaged LED chip] In accordance with 1E -SNA TM -21-11, Calculated Values represent time durations that exceed six times (6XI the IESNA LM -80-08 totat test du ration Cm hours] for the device under testing ((DUTI i.e. the packaged LED chip] US: lighting.cree.com/lighting T (8001236-6800 F (262) 504-5415 Canada: www.cree.com/canada CREE'.- T (800) 473-1234 F (800) 890-7507 304 SerieSTM LED Parking Structure Luminaire Photometry All published luminaire photometric testing performed to IESNA LM -79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://tighting.cree.com/products/outdoor/parking-structure/304-series-2 Ii ITL Test Report #: 77285 PKG-304-5M-**-06-E-U L -700-40K Initial Delivered Lumens: 11,681 5S ITL Test Report #: 77876 PKG-304-55 **-06-E-UL-700-40K Initial Delivered Lumens: 12,738 PKG-304-55-**-06-E-UL-700-40K Mounting Height: 15' (4.6m1 A.F.G. In itiaL Delivered Lumens: 12,917 Initial FC at grade Type V Medium Distribution 4000K 5700K LED Count (x10] Initial Delivered Lumens' BUG Ratings- PerTM-15-11 Initial Delivered Lumens BUG Ratings" PerTM-15-11 350ni 04 4,595 B3 U1 G1 4,771 B3 U1 01 06 6,838 B3 U1 61 7,101 B3 U1 02 525mA 04 6,433 B3 U1 61 6,680 B3 U1 G1 06 9,574 B3 U1 G2 9,942 B3 U1 02 700mA 04 7,811 B3 U1 G2 8,111 B3 U1 02 06 11,625 B4 U1 G2 12,072 B4 U1 62 * Initial delivered lumens at 25'C (7771 ** Forrnore Information on the IES BUG (Backlight-Uplight-Glarel Rating visit: —.Ies.o,g/PDF/Errata,/TM-15-11 Bug RafingsAddendurn.pdf Type V Short Distribution 4000K 5700K LED Count (x10] Initial Delivered Lumens' BUG Ratings'- PerTM-15-11 Initial Delivered Lumens' BUG Ratings" PerTM-15-11 350ri 04 5,105 B2 UO 61 5,302 B2 UO 61 06 7,598 B3 UO G1 7,890 B3 UO 61 525mA 04 7,147 B3 UO G1 7,422 B3 UO 61 06 10,637 B3 UO G2 11,046 B3 UO 52 700ni 04 8,679 B3 UO G1 9,013 B3 UO G1 06 12,917 B3 UO G2 13,413 B3 UO G2 * Initial delivered lumens at 25'C (77'FI ** For ,are information on the IES BUG (Backlight-Uplight-Glarel Rating visit: vdv\v\ ,s.arg/PDF/Erratas/TM-15-11 Bug RatingsAddendum.pdf US: lighting.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada CREE"i T (800) 473-1234 F (800) 890-7507 304 SerieSTM LED Parking Structure Luminaire Photometry All published luminaire photometric testing performed to IESNA LM -79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://tighting.cree.com/products/outdoor/parking-structure/304-series-2 PS ITL Test Report 4: 76940 CAN -304-PS-**-06-E-U L -700-40K Initial Delivered Lumens: 13,581 SL ITL Test Report #: 77415 CAN-304-SL-**-06-E-1J L -700-40K Initial Delivered Lumens: 12,707 21' w' so' v ■■■■■ M ■«�� 111■ P KG-304-PS-**-06-E-U L -700-40K Mounting Height: 15' (4.6m1 A.F.G. Initial Delivered Lumens: 13,204 Initial FC at grade ■■■RM■ riEM IES I `-■iJ`r■�� P KG-304-SL-**-06-E-U L-700-40 K Mounting Height: 15' (4.6ml A.F.G. Initial Delivered Lumens: 12,773 Initial FC at grade Petroleum Symmetric Distribution 4000K 5700K LED Count (x101 Initial Delivered Lumens BUG Ratings' Per TM -15-11 Initial Delivered Lumens' BUG Ratings" Per TM -15-11 35OmA 04 5,219 32 UO GO 5,419 32 UO 00 06 7,767 33 UO GO 8,066 Be UO 00 525mA 04 7,306 33 UO GO 7,587 B3 UO 00 06 10,874 B3 UO GO 11,292 B3 UO GO 700mA 04 8,872 B3 UO GO 9,213 B3 UO GO 06 13,204 B3 UO GO 13,712 B3 UO GO * Initial delivered lumens at 25'C (77'F] ** For more information on the IES BUG (backlight-Uplight-Glare] Rating visit: www.ies.w g/PDF/Errata,/TM-15-11 B ug Ratm pAddend a m.pdf Sparkle Petroleum Distribution 4000K 5700K LED Count (x101 Initial Delivered Lumens" BUG Ratings" Per TM -15-11 Initial Delivered Lumens' BUG Ratings" Per TM -15-11 35OmA 04 5,048 B2 UO 61 5,243 B2 UO 01 O6 7,514 B3 UO G1 7,803 B3 UO G1 525ni 04 7,068 32 UO G1 7,346 32 UO G1 06 10,519 33 UO G1 10,924 33 UO 01 700mA 04 8,582 33 UO G1 8,912 B3 UO 01 06 12,773 33 UO G1 13,264 B3 UO G1 * Initial delivered lumens at 25'C (77'F] ** For mote information on the IES BUG (Backlight-Uplight-Glare] Rating visit: www.ies.org/PDF/Erratas/TM-15-11 Bug RahrigsAddenduri US: lighting.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada CREE= T (800) 473-1234 F (800) 890-7507 304 SerieSTM LED Parking Structure Luminaire Photometry All published luminaire photometric testing performed to IESNA LM -79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://tighting.cree.com/products/outdoor/parking-structure/304-series-2 40` ITL Test Report #: 78011 PKG-304-40-**-06-E-U L -700-40K CAN -304-40-**-06-E-U L -700-40K Mounting Height: 15' (4.6m1 A.F.G. Initial Delivered Lumens: 12,497 Initial Delivered Lumens: 12,917 Initial FC at grade HC Mount �x 9.4" (239mmI V,. ® 8.8" 10.0„ mss (223mm) (253mm) 7 12.0" 50 (305mm) LED Count (x101 Weight 04 18.1 lbs. (8.2kgl 06 18.6 lbs. (8.41<91 40° Flood Distribution 4000K 5700K LED Count (x10] Initial Delivered Lumens BUG Ratings' PerTM-15-11 Initial Delivered Lumens' BUG Ratings" Per TM -15-11 350mA 04 5,105 N/A 5,302 N/A 06 7,598 N/A 7,890 N/A 525mA 04 7,147 N/A 7,422 N/A 06 10,637 N/A 11,046 N/A 700mA 04 8,679 N/A 9,013 N/A 06 12,917 N/A 13,413 N/A * Initial delivered lumens at 25'C (7771 ** Far more mfarmation an the IES BUG (Backlight-Uplight-Glare] Rating visit: www.iesarg/PDF/Erratas/TM-15-11 Bug RatngsAddendurn.pdf PD Mount ® 7.8" ■ 7.2" (196mm1 �-�E (183mm) �. -T 12.0" SQ (305mm) LED Count (x101 Weight 04 18.5 lbs. (8.41kg1 06 18.8 tbs. (8.51<91 © 2016 Cree, Inc. and/or one of its subsidiaries. All rights reserved. For informational purposes only. Content is subject to change.Patent _ Seriesl are trademarks of Creel, eUL[og iia nd Colorfast adem rk of are registered trademarks, andthe Cree logoandko REE SeriesT"are trademarks of Cree, Inc. The UL logo is a registered trademark of UL LLC. The DLC (1PL logo is a registered trademark of Northeast Energy Efficiency Partnerships, Inc. _- U5: lighting.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada T (800) 473-1234 F (800) 890-7507 Specification Sheet RSES Sign Light Fixtures Client Order# FEATURES AND BENEFITS Physical • Low copper content extruded aluminum housing • Available in 1', 2', 3' or 4' sections • Electro -statically applied polyester powder coat finish • Machined aluminum end caps and silicone gaskets • Stainless steel hardware • Clear tempered glass lens • Asymmetric wallwash, 8° x 8°, 10° x 10', 10' x 30°, 10' x 60°, 10° x 90", 15' x 25°, 30° x 30°, 30' x 60°, 35° x 35°, 50° x 80°, 60' x 60°, 80° x 80', or 90° x 90' optics • IP66 • IK07 rated (asymmetric wallwash lens is IK06 rated) • Meets 3G ANSI C1363 1 Vibration standard for bridge applications • Corrosion -resistant coating for hostile environments2 Type Project name Qty Iumenfacade"M WHITE & STATIC COLORS Performance • 2200K, 2700K, 3000K, 3500K, 4000K, Red, Green, Blue static colors available • CRI value: 80+ • Minimum 1 fc (10.7 lux) @ 140ft (43m) distance (HO 4000K, 4' unit, 10° x 60° optic) • Lumen maintenance: 120,000 hrs [170 @ 25°C] • Lumen measurements comply with LM - 79 - 08 standard • Resolution per foot or per fixture (configured with LumenlD V3 software & DMX/RDM) • Operating temperatures: -25' C to 50° C [-1 3F to 1 22F] Electrical • Line voltage luminaire for 100 to 277V • Power and data in 1 cable (#16-5) • End-to-end option (ETE): 16" black input cable, no jumper cable needed • 252ft [77m] maximum cable and fixture run length, non -dimming, 277V, RO version • 1 64ft [50m] maximum cable and fixture run length, non -dimming, 277V, HO version • 5W/ft version meets ASHRAE standards for linear lighting on building facades • 8.5W/ft Regular Output version' • 15.25W/ft High Output version' • Dimming options: Lumentalk, 0-10 volt, DALI, Lutron® Ecosystem® or DMX/RDM enabled �l us C E ZH I K071 lumenU EcoSystem. Enabled Photometric Summary Delivered Intensity 4ft HO, 4000K I Output [IM] I [peak cd] VVW 3,592 5,159 8°x8° 4,045 77,896 10°x10° 3,768* 38,346* 10°x30° 3,830 30,056 10°x60° 3,692 19,654 10°x90° 3,576 7,897 30°x30° 3,765 14,726 30°x60° 3,862* 5,119* 60°x60° 3,447* 3,015* 90°x90° 3,592 1,886 Photometric performance is measured in compliance with IESNA LM -79-08. *Estimated. Consult Lumenpulse website for the latest IES and LDT files_ 11 4 N'inimum [7m spacing 33�� 3 3.. 38 258 ,378 ,498 [340mm] [645mm, 949mm , 1 254mm] 216" [59mm] TOP VIEW 31 2 [89mm] Input cable I ft fixture, ETE option shown 2ft 3ft and Oft fixtures, ETE option shown SIDE VIEW 16" [406mm] FRONTVIEW 2" 4'' [51 mm] [102mm] Asymmetric wallwash lens is IK06 rated. Use only when exposed to salt spray and harsh chemicals. This option is not required for normal outdoor exposure! ASHRAE version not available for 1' fixture lengths. Power consumption is typically 20% higher for 1' fixture lengths. 1/13 9CopyrightLumenpulse2017 1 877.937 3003 6 -year limited warran[y. lumenpulJp• P_514 937 3003 ��rr 1751 Richardson, Suite 1505 E 514.937.6289GROUP Consult wrnnn�-lumenpulsegroup corn 201 703.30 Monheal !Quebec] Canada infoQlumenpulse_c.m for our complete Standard Terms Lumenpulse reserves the right to make changes to this product at any time GS - R64 H3K 10b www.lumenpulsegroup.com and Conditions of Sales_ without prior notice and such modification shall be effective immediately Specification Sheet ASYMMETRIC WALLWASH OPTIC FEEDING SIDE DETAIL Wall side INPUT WWLF Asymmetric Wallwash Optic, Left Feed Always position frosted side toward the wall 11 TOP VIEW FRONT VIEW 2/13 © Copyright Lumenpulse 2017 1.877.937.3003 P_514 937 3003 1751 Richardson, Suite 1505 E 514.937.6289 201703.30 Montieal (Quebec) Canada infoQlumenpulsecom GS - R64 H3K 10b www.lumenpulsegroup.com Iumenfacade"' WHITE & STATIC COLORS Wall side INPUT WWRF Asymmetric Wallwash Optic, Right Feed RIGHT SIDE VIEW (Fixture pointing upwards) 5 -year limited warranty. Consult wvnni-lumenpulsegroup corn for our complete Standard Terms and Conditions of Sales_ *Fixture's feeding side is based on uplight installations. Feeding sides are reversed when fixture is used in a downlight application. Recommended setback from wall is 1 /10 of the wall height. Example: 2ft [0.61 setback for a 20ft [6m] wall lumenpuls6iiii` GROUP Lumenpulse reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately Specification Sheet MOUNTING OPTIONS Surface Mount SAM e Slim Adjustable Mounting ® [3mm] r-11. , [4 mm] UMP a Fixed Mounting Wall Mount UMAS Universal Adjustable Mounting WAM2 Adjustable Wall Mounting 2" WAM6 Adjustable Extended Arm Mounting 6" WAM 12 Adjustable Extended Arm Mounting 12" WAM 18 Adjustable Extended Arm Mounting 18" 13 41 73 13 31, 19 8 4 8 8 8 [35mm][108mm][187mm] [8=0mm] [49244] Iumenfacade"' WHITE & STATIC COLORS 1 11 [834 41] 3 1 Dr m] O 21311 16 [71 mm] o SAM Mounting Hole Pattern /4" 3/8' [19mm] [1 Omm� - O - - 31/2" [89mm] 2 7/8" [73mm] 2X 0 9/32" THRU ALL -D- UMP Mounting Hole Pattern /4" 9mm] 3 3/8' [1[to-- H lOmm[1 Omm] 2 1/2° [64mm] 1 3/4" [45mm] 2X 0 9/32" THRU ALL UMAS Mounting Hole Pattern r1 1/16" 3/811 3/8„ [27mm] `LOmm] C, 2 1/2u [E4mm] 1 3:4" [45mm] 2X 0 1/4' THRU ALL WAM Mounting Hole Pattern 3/13 9CopyrighrLumenpulsa2017 1.877.937.3003 5yearjlnllt@d warrant. �u111pnpu�JpM P_514 937 3003 herr �6rr 1751 Richardson, Suite 1505 E 514.937.6289GROUP Consult wv,nni-lumenpulsegroup corn 201 703.30 IVDitueal ]Quebec) Canada infoQlulenpulse_co1 for our complete Standard Terms Lumenpulse reserves the right to make changes to this product at any time GS - R64 H3K 10b www.lumenpulsegroup.com and Conditions of Sales without prior notice and such modification shall he effective immediately Specification Sheet LOUVER ACCESSORY INSTALLATION DETAIL Not suitable for asymmetric wallwash optic 13 16 ", 25 6 37 6 ", 49 16 " Blade spacing [341 mm, 646mm, 951 mm,l 256mm] 23, 1 " �[bOnunJ TOP VIEW FRONT VIEW LOGRD Radial Louver for Lumenfacade (See page 6 for ordering code) 28" 15„ 16 [60mm �[24rnm] OPTION ETE - End-to-end configuration, 16" black input cable, no jumper cable needed. ETE Leader Cable ETE Input Cable (order separately) Iumenfacade"' WHITE & STATIC COLORS SIDE VIEW ide depth 7,, 16 1 1 mm] 4/13 9capyrighrrumenp"Ise2017 1.877.937.3003 5yearlimited warranty. lumenpuls�" P_514 937 3003 1751 Richardson, Suite 1505 E 514.937.6289GROUP Consult wv,nni-lumenpulsegroup corn 201 703.30 IVantleal lQuebec) Canada infoQlumenpulse_com for our complete Standard Terms Lumenpulse reserves the right to make changes to this product at any time GS - R64 H3K 10b www.lumenpulsegroup.com and Conditions of Sales without prior notice and such modification shall be effective immediately Specification Sheet ACCESSORIES Order separately Control Systems LT02 Lumentouch is a wall mount DMX 512 controller keypad. LCU Lumencue is a USB / mini SD DMX 51 2 controller. LID LumenlD is a diagnostic and addressing DMX 51 2 controller. It must be specified for all DMX applications. Refer to LID specification sheet for details. LID -LT LumentalklD is a diagnostic and addressing controller. It must be specified for all Lumentalk (LT) applications. Refer to LID -LT specification sheet for details. LTN Lumentone is a simple pre-programmed DMX 512 controller with a push button rotary dial and live feedback. Control Boxes- CBX DMX/RDM control box. Up to six power and data outputs to fixtures or fixture runs. Ethernet enabled option. Refer to CBX specification sheet for details. LDB Lumentalk Data Bridge, 0-1 OV or DMX output. Refer to LDB specification sheet for details. 5/13 © Copyright Fumenpulse 2017 1.877.937.3003 P_514 937 3003 1751 Richardson, Suite 1505 E 514.937.6289 201703.30 Montieal lQuebec) Canada infoQlumenpulse_com GS - R64 H3K 10b www.lumenpulsegroup.com 5 -year limited warranty. Consult wv,w lumenpulsegroup corn for our complete Standard Terms and Conditions of Sales_ Iumenfacade"' WHITE & STATIC COLORS Iumenpulse M GROUP Lumenpulse reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately Specification Sheet Lumenfacade' WHITE & STATIC COLORS ACCESSORIES - continued Order separately Leader and ,Jumpers Cables for Standard Construction LOGLC-_-STD-_-_ Leader Cable for Lumenfacade. Please specify certification (UL or CF), cable length (10', 25', 50',100', 150' or 200' [3m, 76m,15.2m, 30m, 45m or 61 m] standard) and cable color (BK -Black or WH -White, connectors are black as standard). Suitable for dimming/data and non -dimming applications. Sealing endcap is mandatory for any unused connector. (1) included with every leader cable. Consult Lumenfacade leader cable specifiation sheet for details. LOGJC-_-STD-_-_ Jumper Cable for Lumenfacade. Please specify certification (UL or CE), cable length (1', 2', 3', 4', 5' or 50' [0.3m, 0.6m, 0.9m, 1 .2m, 1 .5m or 15m] standard) and cable color (BK -Black or WH -White, connectors are black as standard). Lengths between 5' and 30' [1 .5m and l Om] are also available, please specify desired length in 1' [0.3m] increments. Suitable for dimming/data and non -dimming applications. Consult Lumenfacade jumper cable specifiation sheet for details. Leader and ,Jumpers Cables for End -to -End (ETE) Option LOGLC ETE= _ Leader Cable for Lumenfacade, ETE option. Please specify certification (UL or CE), cable length (10', 25', 50',1 00', 150' or 200' [3m, 76m,15.2m, 30m, 45m or 61 m] standard) and cable color (BK -Black or WH -White, connectors and fixture input cables are black as standard). Suitable for dimming/data and non -dimming applications. Sealing endcap is mandatory for any unused connector. (1) included with every leader cable. Consult Lumenfacade leader cable specifiation sheet for details. LOGJC-_-ETE-_-_ Jumper Cable for Lumenfacade, ETF option. Please specify certification (UL or CF), cable length (1', 2', 3', 4', 5' or 50' [0.3m, 0.6m, 0.9m, 1 .2m, 1 .5m or 15m] standard) and cable color (BK -Black or WH -White, connectors and fixture input cables are black as standard). Lengths between 5' and 30' [1 .5m and l Om] are also available, please specify desired length in 1' [0.3m] increments. Suitable for dimming/data and non -dimming applications. Consult Lumenfacade jumper cable specifiation sheet for details. Radial Louver Not suitable for asymmetric wallwash optic LOGRD_ _ Radial louver for Lumenfacade. Louver blade depth: 7/16" [1 1 rri louver blade spacing: 1 " [25mm] Please specify nominal length (1', 2', 3' or 4' [0.3m, 0.6m, 0.9m or 1 .2m]) and finish (BK -Black Sandtex, BRZ-Bronze Sandtex, SI -Silver Sandtex, or WH -Smooth white. Custom color available on request, please specify as CC together with RAL color : ). The addition of a louver will affect beam distribution, consult factory for application support. 6/13 © Copyright Lumenpulse 2017 1.877.937.3003 P_514 937 3003 1751 Richardson, Suite 1505 E 514.937.6289 201703.30 vlantleal lQuebec) Canada nfoQlumenpulse_com GS - R64 H3K 10b www.lumenpulsegroup.com 5 -year limited warranty. Consult wv,w lumenpulsegroup corn for our complete Standard Terms and Conditions of Sales_ Iumenpulse M GROUP Lumenpulse reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately Specification Sheet Iumenfacade' WHITE & STATIC COLORS RESOLUTION DETAILS Applicable for DMX/RDM control option only. Fixture resolution can be configured on-site within the LumenlD V3 software. A DMX/RDM enabled CBX is required. Resolution per foot: each foot is addressed independently DMX ADDRESSES: 1 2 3 4 5 6 7 8 TOP VIEW LOG 48 inches LOG 48 inches Resolution per fixture: each fixture is addressed independently DMX ADDRESSES: TOP VIEW LOG 48 inches 2 LOG 48 inches 7/13 9copyrighrFumenpulsa2017 1.877.937.3003 5yearlimited warranty. ����������� P_514 937 3003 1751 Richardson, Suite 1505 E 514.937.6289GROUP Consult wv,nni-lumenpulsegroup corn 201 703.30 Montieal iQuebec) Canada infoQlumenpulse_com for our complete Standard Terms Lumenpulse reserves the right to make changes to this product at any time GS - R64 H3K 10b www.lumenpulsegroup.com and Conditions of Sales_ without prior notice and such modification shall be effective immediately Specification Sheet TYPICAL WIRING DIAGRAMS Wiring Color Code American Color Code CE Color Code USE Green Yellow/Green Ground Black Brown Live 100-277V White Blue Neutral Red/Purple Black 0-10V7 Data + Orange Grey 0-10V / Data - Non -Dimming (NO) At® � B C D E F A- Power input (1 00-277V) B -Junction bos (by others) C - Leader cable (LOGLC D - Lumenfocode (LOG -NO) E-IumFer cable (LOGIC) F - Sealing and cap Notes: • Consult factory for specific applications and maximum fixture count 'cable length recommendations. • ASHRAE version, 5 watts per foot [0 3m], Regular Output version, 8 5 watts per foot [0 3m], High Output version, 1525 watts per foot [0 3m]_ 8/13 © Copyright Lumenpulse 2017 1.877.937.3003 P_514 937 3003 1751 Richardson, Suite 1505 E 514.937.6289 201703.30 Vlontleal lQuebec] Canada infoQlumenpulsecom GS - R64 H3K 10b www.lumenpulsegroup.com 5 -year limited warranty. Consult wv,w lumenpulsegroup corn for our complete Standard Terms and Conditions of Soles Iumenfacade' WHITE & STATIC COLORS Non -Dimming (NO) - Wiring detail 1 F li�l ru rr >t,��r � A - Power input B - To fixture C - Line D - Ground E - Neutral F - Wire -nuts (by others) G -function box (by others) lumenpuls6iiii` GROUP Lumenpulse reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately Specification Sheet TYPICAL WIRING DIAGRAMS - continued Wiring Color Code American Color Code CE Color Code USE Green Yellow/Green Ground Black Brown Live 100-277V White Blue Neutral Red/Purple Black 0-10V/Data+ Orange Grey 0-10V / Data - Lumentalk (LT) ] '/ minimum dimming value A B • • C D E F G H I Wiring detail using LDB-DIM or LDB-DMX (for 1' fixtures [0.3 m)) A - Power input (control over power line via Lumentalk system) B - Ground C - Line D - Neutral E - 0-1 OV + / Data + F - O-1 OV -,, Data - G - To fixture Lumentalk (LT) - Wiring detail (for 2, 3 or 4' fixture lengths [0.6, 0.9 or 1.2m) A - Power input (control over power line via Lumentalk system) B - To fixture C - To Lumentalk Data Bridge (for run lengths with 1' fixtures [0 3m]) D - Line E - Ground F - Neutral G - Wire -nuts (by others) H -Junction box (by others) IumenfacadeTM WHITE & STATIC COLORS A - Third party dimmer/controller B - Lumentranslator (L11-01 O,DMX, -TRIAC, -DALI) C - Data wiring (by others) D - Power line (1 20-277V AC) E -Junction box (by others) F - Lumentalk Data Bridge (LDH -DIM or LDB-DMX) G - Leader cable (LOGLC) H - Lumenfacode 1' [0-3m] (LOG -DIM or LOG -DMX/RDM) -Jumper cable (LOGIC) 1 - Lu nenfacade (LOG -LT) (2', 3', or 4' fixture lengths) [0,6, 0,9 or t .2m] K - Sealing end cap Notes: • Consult factory for specific applications and maximum fixture count/cable length recommendations_ • Lumentalk Data Bridge required for 1' [C 3m] fixture lengths_ For appl cations wth all fixtures controlled as 1 zone_ fixtures and Lumentalk Data Bridge must be specified as DIM_ Maximum of 10 fixtures per LDB-DIM, consult factory for opplicot ons that require additional copc6litles_For application with fixtures controlled individually fixtures and Lumentalk Data Bridge must be specified as DMX, 2step commissioning process_ 1 - DMX/RDM system using LumenlD software and a LID, 2 - Lumentalk system us ng LumentalklD software and a LID -LT Maximum of 32 fixtures per LDB-DMX_ Consult factory for details_ • For DMX applications_ 1 DMX controller per Lumentalk network, maximum of 48 DMX channels per Lumentalk network (minimum step transition update rate is 1 second, minimum fade time between tsvo colors is 1 minute)_ Consult factory for applications that requ re additional capabilities_ • Maximum of 1 transmitter(Lumentmnslator or Lumenlink) per system • No third party fixtures allowed on the some circuit_ Consult factory for DALI Lumentalk applications_ • ASHRAE version_ 5 watts per foot [0 3m], Regular Output version_ 8 5 watts per foot [0 3m], High Output version_ 1525 watts per foot [0 3m]_ 9/13 9Copyrigknhimenpulse2017 1 877.937 3003 5 -year limited warranty. lumenpul�7e� P_514 937 3003 1751 Richardson, Suite 1505 E 514.937.6289Conult s vrnnnni-lumenpulsegroup cow GROUP 201 703.30 Montleal lQuebec) Canada infoQlumenpulse_com for our complete Standard Terms Lumenpulse reserves the right to make changes to this product at any time GS - R64 H3K 10b www.lumenpulsegroup.com and Conditions of Soles_ without prior notice and such modification shall be effective immediately Specification Sheet TYPICAL WIRING DIAGRAMS - continued Wiring Color Code American Color Code CE Color Code USE Green Yellow/Green Ground Black Brown Live 100-277V White Blue Neutral Red/Purple Black 0-10V / Data + Orange Grey 0-10V / Data - 0-10V Dimming (DIM) 10% minimum dimming value B C D E A - Power input (100-277V) B -Third party dimmer C - Data wiring (by others) D -Junction box (by others) E - Leader cable (LOGLC) F - Lumenfacade (LOG -DIM) G -Jumper cable (LOGJC) H - Sealing end cap F G H Lumenfacade' WHITE & STATIC COLORS 0-1 OV Dimming (DIM) -Wiring detail B A A- Power input B - From third party dimmer C - O-IOV+ D- C-lOV- E - To fixture F - Line G - Ground H - Neutral - Wire -nuts (by others) J -Junction box (by others) rd Notes: • Consult factory for specific applications and maximum fixture count/cable length recommend anion s • 0-1 OV mA ratings_ passive dimmer (Current Sunk)_ 3mA per fixture, active dimmer (Current Source)_ 0 Sri per fixture_ • ASHRAE version_ 5 watts per foot [0 3m], Regular Output version_ 85 watts per foot [0 3m], High Output version_ 1 525 wotts per foot [0 3m]_ DALI Dimming (DALI) I% dimming value DALI Dimming (DALI) -Wiring detail B C F-1 B D E F G H A- Power input (100-27W) B -Third party DAIJ controller C - Data wiring (by others) D -Junction box (by others) E - Leader cable (LOGLC) F - Lumenfacade (LOG-DALI) G -Jumper cable (LOGIC) H-5eclinc end cap A A - Power input B - From DALI controller C - Doto + D -Data- E - To fixture F - Line G - Ground H - Neutral - Wire -nuts (by others) J -Junction box (by others) Notes: • Consult factory for specific applications and maximum fixture count /cable length recommendations_ • Maximum of 64 DALI fixtures per DALI loop_ • ASHRAE version_ 5 watts per foot [03m], Regular Output version_ 8 5 watts per foot [0 3m], High Output version_ 1525 watts per foot [0 3m]_ A 10/13 9CopyrightLumenpulse2017 1 877.937 3003 5 -year limited warranty. lumenpulJp��M P_514 937 3003 1751 Richardson, Suite 1505 E 514.937.6289GROUP Consult vrnnnni-lumenpulsegroup corn 201 703.30 Montleal (Quebec] Canada infoQlumenpulse_c.m for our complete Standard Terms Lumenpulse reserves the right to make changes to this product at any time GS - R64 H3K 10b www.lumenpulsegroup.com and Conditions of Sales_ without prior notice and such modification shall be effective immediately Specification Sheet TYPICAL WIRING DIAGRAMS - continued Wiring Color Code American Calor Code CE Calor Code USE Green Yellow/Green Ground Black Brown Live 100-277V White Blue Neutral Red/Purple Black 0-10V / Data + Orange Grey 0-10V7 Data - Lutron® EcoSystem® Enabled Dimming (ES) I% minimum dimming value D E F Iumenfacade' WHITE & STATIC COLORS Lutron® EcoSystem® Enabled Dimming (ES) - Wiring detail B 7 A G H A - Power input (1 00-277V) A - Power input B - Lutron® EcoSystem® controller B - From Lutron® EcoSystem® controller C - Data wiring (by others) C - Data + D -Junction box (by others) D - Data - E - Leader cable (LOGIC) E - To fixture F - Lumenfacade (LOGES) (2, 3,or 41F fixture lengths) [0 6, 0.9,1 or 1 2m] F - Line G -Jumper cable (LOGIC) G - Ground H - Sealing end cap H - Neutral - Wire -nuts (by others) 1 -Junction box (by others) Notes: • Consult factory for specific applications and maximum fixture count/cable length recommendations. • Each Lutron® EcoSystem® enabled fixture has its own address, for the example shown, there are a total of 2 EcoSystem® addresses. • ASHRAE version: 5 watts per foot [0.3m], Regular Output version: 8.5 watts per foot [0.3m], High Output version: 15.25 watts per foot [0.3m]. 11/13 © Copyright Iumenpulse 2017 1.877.937.3003 P_514 937 3003 1751 Richardson, Suite 1505 E 514.937.6289 201703.30 Vlontleal (Quebec] Canada infoQlumenpulse_com GS - R64 H3K 10b www.lumenpulsegroup.com 5 -year limited warranty. Consult wv,, i- lumenpulsegroup corn for our complete Standard Terms and Conditions of Soles_ lumenpuls6iiii` GROUP Lumenpulse reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately Specification Sheet TYPICAL WIRING DIAGRAMS - continued American Color Coale CE Color Code USE Green Yellow/Green Ground Black Brown Live 700-277V White Blue Neutral Red/Purple Black 0-1OV/ Data + Orange Grey 0-1OV/ Data - Star Layout (DMX/RDM) I% minimum dimming value Lumenfacade' WHITE & STATIC COLORS Maximum run length by 15A circuit - LumenfacadeT"' HO 15.25W/ft [0.3m] Cable length;/Voltage 120V 240V 277V 50ft [15m] leader cable 68ft [21 m] 76ft [23m] 84ft [26m] Maximum run length by 15A circuit - LumenfacadeT"' RO 8.5W/ft [0.3m] 50ft [15m] leader cable I 120H [37m] 1 28ft [39m] 1 28ff [39m] Maximum run length by 15A circuit - LumenfacadeTm ASHRAE 5W/ft [0.3m] 50ft [15m] leader cable 1 1 28ft [39m] 1 1 28ft [39m] 1 1 28ft [39m] Daisy Chain Layout (DMX/RDM) 1 % minimum dimming value C D E A—u— m7 B F G H I A - Third party DMX/RDM controller B - Data input (Belden 9841 or equivalent by others) C - Data output to next CRX (optional, not isolated/not boosted) D - CRX-ST E - Power input (1 00-277V) F - Leader cable (LOGIC) G - Lumenfacade (LOG-DMX/RDM) H -Jumper cable (LOGIC) - Scaling and cap A -Third paiiy DMX/RDV controller B - Data input (Belden 9841 or equivalent, by others) C - Data output to next CBX (optional, not isolated/not boosted) D - CBX-DS E - Power input (100-277V) F - Leader cable (LOGIC) G - Lumenfacade (LOGDVX/RDV) H -Jumper cable (LOGIC) - Sealing end cap Notes: • Consult factory for specific applications and maximum fixture count/cable length recommendations_ Maximum run lengths calculations are typically based on 4' [1 2m] fixtures_ • Maximum of 32 DVX/RDV enabled fixtures per CRX output_ • Maximum of 4 DMX/RDM repeaters/CBX cascading in line_ • Maximum of 6 outputs per CBX-ST, maximum of 1 output per CRX-DS • Each fixture requires 1 DMX address_ • ASHRAE version_ 5 watts per foot [0 3m], Regular Output version_ 8 5 watts per foot [0 3m], High Output version_ 1 525 watts per foot [0.3m]_ 12/13 © Copyright Lumenpulse 2017 1.877.937.3003 P_514 937 3003 1751 Richardson, Suite 1505 E 514.937.6289 201703.30 Vlontleal 1Quebec] Canada infoQlumenpulsecom GS - R64 H3K 10c, www.lumenpulsegroup.com 5 -year limited warranty. Consult wv,w lumenpulsegroup corn for our complete Standard Terms and Conditions of Soles_ lumenpuls6iiii` GROUP Lumenpulse reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately Specification Sheet HOW TO ORDER LOG Select: 1 P, 3 4 5 IumenfacadeTM WHITE & STATIC COLORS Select: I Select: I I Select: I I Select: I Select: 1 2 3 4 Housing: LOG ASHRAE - Lumenfacade"', 5W/ft ASHRAE compliant' LOG RO - Lumenfacade"' Regular Output, 8.5W/ft LOG HO - Lumenfacade" High Output, 15.25W/ft Voltage: 100 - 100 volts 220 - 220 volts 120 - 120 volts 240 - 240 volts 208 - 208 volts 277 - 277 volts Length: 12 - 13 3/8 inches (340mm) (2 kg/4.5 lbs) 24 - 25 3/8 inches (645mm) (3.1 7 kg/7 lbs) 36 - 37 3/8 inches (949mm) (4.75 <g/1 &5 Ibs) 48 - 49 3/8 inches (1 254mm) (6.35 k9/14 lbs) Colors and Color temperatures: 22K - 2200K 40K - 4000K 27K - 2700K RD - Red 30K - 3000K GR - Green 35K -3500K BL - Blue Consult factory for availability of static Royal Blue, 65OCK and 90+ CRI. Consult wNnni-lumenpulsegroup corn Optics: Asymmetric WWLF - Asymmetric Wallwash optic, left feed' WWRF - Asymmetric Wallwash optic, right feed' Symmetric 8x8 - 8' x 8" 60x60 - 60' x 60' 10x10 - 10° x 10" 8Ox80 - 80° x 80' 30x30 - 30° x 30° 90x90 - 90° x 90' 35x35 - 35' x 35' 5 6 7 8 9 6 7 8 9 Bi -symmetric 10x30 - 10° x 30° 15x25 - 15' x 25° 10x60 - 10' x 60° 30x60 - 30° x 60' 1 Ox90 - 10, x 90° 50x80 - 50' x 80° Mounting Option: SAM - Slim Adjustable Mounting UMP - Fixed Mounting UMAS - Universal Adjustable Mounting4 WAM2 - Adjustable Wall Mounting 2" WAM6 - Adjustable Extended Arm Mounting 6" WAM12 - Adjustable Extended Arm Mounting 121' WAM18 - Adjustable Extended Arm Mounting IS" Finish: BK- Black Sandtex BRZ - Bronze Sandtex SI - Silver Sandtex WH - Smooth white CC - Custom color and finish (please specify RAL color)-' Control: NO - No Dimming LT- Lumentalk Dimming6 DIM -0-1 OV Dimming option' DALI - DALI Dimming options ES - Lutronu EcoSystemb' Enabled Dimming9 DMX/RDM - DMX/RDM enabled'° Option: ETE - End - to - end configuration, 16" black input cable, no jumper cable needed CRC - Corrosion -resistant coating for hostile environments 3GV - 3G ANSI Cl 36.31 Vibration Rating' CE - CE (certification covers European Economic Area) Notes: ' Not available for 1' [0.3m] fixture lengths_ ' Right feeding side is standard unless otherwise specified_' For best results use with HO fixtures nt a 6 -Inch (] 5cm) setback from surface_ Contact factory for application support. 4 Suitable to use when 3GV option is specified- 5 North American RAL colors specified with RAL number onh/ are provided with asmooth/high-gloss fin-sh_ Please consult factory for other RAL textures and glosses, or to match alternate color charts_ Final color matching results may vary_ s Lumentalk system is enabled with LDB accessory for 1' [0 3m] fixture lengths, see T/pical Wiring Diagrams pages for details. 1 % minimum d-mming value.' 10% minimum dimming value. Current Sink: 3mA/flxture, Current Source: 0,5mA/flxture. 8 1 % minimum dimming value_ 1 DALI address per fixture_' Available for 2' RO [0.6m], 3' [0.9m] and 4' [1 2m] fixture lengths only 1 % minimum dimming value_ 1 FcoSystem' address per fixture length_ 1° 1 % minimum dimming value_ Fixtures set to by fixture resolution_ 1 DNX address per fixture_ " Available with UMP and UMAS mounting options only 13/13 9Copyrightlumenpulse2017 1 877.937 3003 5-yec limited WGrrcn[/. lumenpuls6r" P_514 937 3003 1751 Richardson, Suite 1505 E 514.937.6289GROUP Consult wNnni-lumenpulsegroup corn 201 703.30 Montreal (Quebec) Canada infoQlumenpulse_com for our complete Standard Terms Lumenpulse reserves the right to make changes to this product at any time GS - R64 H3K 10b www.lumenpulsegroup.com and Conditions of Sales_ without prior notice and such modification shall be effective immediately TAB Associates, Inc. The Architectural Balance 0056 Edwards Village Boulevard Suite 210, Edwards, Colorado 81632 (970) 766-1470 (970) 766-1471 fax www.tabassociates.com tab@vail.net Memo Project: Red Sandstone Elementary + Parking Garage Project No: 1627.02 Date: 08/07/2017 RE: Red Sandstone Elementary + Parking Garage site circulation safety FROM: TO: Ivan Gonzalez (TAB), Project Manager Greg Hall (TOV), Director of Public Works VIA: email Remarks: After meeting with the Town Of Vail's PEC and DRB boards, we have received comments/questions in regards to vehicular and pedestrian site circulation and safety. Upon receiving these comments the design team has carefully considered the concerns of these review boards. The following memo highlights the main site traffic and circulation concerns as well as how the design team has addressed these comments (RE: C1.2 for signage map). Commission members expressed concerns with having non -school related vehicles driving one lane next to the student drop-off zone. • Parking will be distributed as follows: Level 4 (upper level) will be occupied by the school during school days and open to the public during other days when school is not in session. Levels 1, 2, and 3 are public parking accessible with parking passes. • The design team has coordinated and drawn a proposed traffic signage map showing the location and type of traffic signage being used on site. Signs types consist of: "STOP", "DO NOT ENTER", "WRONG WAY", "ONE WAY" as well as drop off zone signage and a level vacancy indicator for the parking garage. The intent of this map is to clearly indicate exactly where certain traffic can and cannot move to show the controlled traffic circulation. Two locations where traffic control is important are in front of the school in the student drop off zone and on the drive west of the parking garage entrance to Level 2. Both locations have signage indicating the correct circulation (see attached site signage diagram). • Traffic will be controlled with an automated level vacancy indicator clearly showing which levels of the garage are available for parking. Upon entering the site, drivers will immediately see this indicator and have direction as where to park. During the time windows (about 45 mins) that the school has students being dropped off or picked -up, the light for Level 3 of the parking garage will indicate closed; to ensure the only traffic around the school drop off time zone will be school faculty, or persons dropping off students. In addition to the level vacancy indicator, the entry gate for Level 3 will not open during this time; level vacancy indicator and entry gates will be synchronized. The location of this sign will be at the beginning of the circulation path around the parking garage, when the Level 3 light shows full, parking structure drivers will have the options to park only on the lower levels (1 and 2) avoiding having to drive by the front of the school to access Level 3. • Access to each of the four parking garage levels will also be controlled with designated parking passes. Passes are restricted to either levels 1, 2, and 3 (i.e. town employees) or level 4 (school faculty). Parking passes allotted for Level 3 can be assigned to town employees who have to be parking for work prior to the school drop off times. In addition to the parking sign, this method aids in the separation of public garage users versus educational garage users. Parking garage entry gates will also be synchronized with passes and the levels they are allowed access. An alternate option is to allow parking on Level 3 to begin at 6am (during school days) to try and fill that level well before children are around the building. • By keeping the design of the road in front of the school as a one-way, we eliminate two-way traffic congestion which minimizes the volume of cars near students during drop off times. The current two-way traffic circulation has cars passing through the drop off zones twice, once on the way in and once on the way out. The one way design allows for traffic to pass through the drop off zone after dropping off a student instead of redirecting traffic back through the front of the school to exit the site. 2. Commission also requested a description of the lighting in the parking garage. • Site lighting for the parking garage will consists of motion-sensored (two level) lights that will allow visibility in the garage. Consistent lighting with minimum foot-candles that are required by code are always on, when motion is detected the foot-candles increase. Two advantages of having motion sensored light is that the garage stays lit for any type emergency scenario while not consuming as much energy when certain level of the garage are inactive. • The lighting within the parking structure will also be Dark Skies compliant. • Minimal lighting allows camera surveillance to be recorded and useable when needed. 3. Members of the PEC also raised concerns about children accessing the parking garage stair towers. • The open design of the stair towers allows for visibility directly into the stair towers, minimizing areas that are secluded where someone could hide. • Balusters on railing in the parking garage will be oriented vertically to discourage the climbing of rails of any sorts. • The majority of children leaving the school are accompanied by school faculty. Children will not be allowed to wander into the parking structure when accompanied by school staff. • Preschool children are escorted by their parent/guardian from the parking lot directly to the classroom, preschool children never cross the road from the parking lot to the school alone. Memo Date: 08/04/2017 Page - 2 file: S:\1627 ECSD 3rd St-RSES Projects\RSES\1627.02 Site Safety Memo.doc Memo Date: 08/04/2017 08/01/17 Page - 3 Sandra Mutchler, C.P.A., C.F.O. Chief Operating Officer sandra.mutchlerC eagleschools.net August 8, 2018 To whom it may concern: EAGLE COUNTY SCHOOLS The Eagle County School Team and Owner's Representative have been working with the Red Sandstone Elementary School and Parking Garage project teams since the early design stages for the remodel/addition of the school and the addition of the parking garage. The School District has been involved with the design engineers and the Town of Vail Public Works division during the process. We feel that the current design will work for both the School District and the Town of Vail. The single direction of the vehicular traffic on the access drive will be an improvement to the existing two-way traffic of the drive. We liked the fact that the school buses drop the children off at the bottom of the hill and the children have to walk up and down the hill each day as a group, while being escorted by a teacher. The car drop-off is now directly in front of the school so no children should be crossing the street to be dropped -off or to be picked -up. The new parking spaces across from the main entry will be designated for pre-school drop-off, where the children have to be escorted by the parent all the way to the classroom, so there will be no children crossing the street without being chaperoned. There are 40 spaces on the top level of the parking garage, which will be designated for school use during school days. There will be two well marked crosswalks, one for the parking garage and one for the pre-school parking area. All parking spaces on the first three levels of the garage (120) will be used by the Town of Vail and all usage is planned to be card holder monitored, not just general public usage. There is only one level of parking, 40 car spaces, on the third level of the garage. These spaces are accessed by the access drive in front of the school and these spaces are planned to be further regulated by the Town of Vail to avoid the heavy time periods of school vehicular traffic. The remainder of the Town of Vail spaces (80), which are on levels one and two, do not access by way of the access drive in front of the school, but are kept on the south side of the garage. In summary, we are comfortable with the current design of the school addition/remodel and the addition of the parking garage with the above mentioned design and controls and feel that adequate signage can be provided to help the two projects function together in a safe and organized fashion. We do acknowledge that we need to continue to address all possible safety concerns as the projects move forward. Please contact me should you have any questions/concerns. Thank you. Respectfully, Sandy Mutchler, Chief Operating Officer Eagle County School District PO Box 740 948 Chambers Ave. Eagle, CO 81631 970-328-6321 (o) 303435-5939 (c) Sandra. mutchleraeagleschools. net TOWN OF VA10 VAI L TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: ITEM/TOPIC: July24, 2017 PEC Results ATTACHMENTS: File Name pec results 072417.pdf Description July 24, 2017 PEC Results TOWN OF 9VAf Call to Order Present: Absent: PLANNING AND ENVIRONMENTAL COMMISSION July24,2017, 1:OOPM Vail Town Council Chambers 75S. Frontage Road -Vail, Colorado, 81657 Brian Gillette, Pam Hopkins, Ludwig Kurz, John -Ryan Lockman, Karen Perez and Brian Stockmar John Rediker Site Visits to the following properties: 1. PEC17-0026 - 241 East Meadow Drive (La Cantina) 2. PEC17-0031 - 551 North Frontage Road West (Red Sandstone Elementary) 3. PEC17-0028 / PEC17-0029 / PEC17-0030 - 1521 Buffehr Creek Road 2. A report to the Planning and Environmental Commission on the Administrator's approval of an amendment to an existing Conditional Use Permit, pursuant to Section 12-16-10, Amendment Procedures, Vail Town Code, to allow for a steel -frame tensile fabric shelter at the softball fields spectator plaza area, located at 580 South Frontage Road East (Ford Park)/Unplatted, and setting forth details in regard thereto. (PEC17- 0032) 10 min. Applicant: Town of Vail Planner: Jonathan Spence Motion: Table to August 28, 2017 First: Gillette Second: Perez Vote: 6-0-0 Spence stated that the applicant has requested the item be tabled until August 28, 2017. 3. A request for final review of an amendment to a conditional use permit, pursuant to Section 12-9C-3, Conditional Uses, Vail Town Code, pursuant to Title 12, Chapter 16, Vail Town Code, for an existing healthcare facility, amending the development plan to allow for the reconstruction of the east wing, including healthcare facilities, ambulance district facilities, heliport building and associated structured parking located at 180 South Frontage Road West (Vail Valley Medical Center)/Lots E, F and 2E, Vail Village Second Filing, and Lot 2E-1, Block 1, Vail Lionshead Filing 1. (PEC17-0022) 90 min. Applicant: Vail Valley Medical Center Planner: Jonathan Spence Motion: Continue to August 14, 2017 First: Gillette Second: Stockmar Vote: 6-0-0 Spence introduced the project by summarizing the previous three (3) meetings at which the Vail Valley Medical Center (VVMC) Master Plan implementation was discussed. Three areas of focus for this meeting are: relationship of building to Meadow Drive, overall architectural approach, and pedestrian circulation. The applicant's representative, Tom Braun of Braun Associates, Inc., provided a PowerPoint presentation to the Planning and Environmental Commission (PEC). Braun summarized the project timeline and anticipated topics for future meetings. Braun stated that the PEC is responsible for establishing the development standards within the General Use (GU) District. Standards discussed included: site coverage (approximately 62%), landscaping (12%), and building height (approximately 75' 3" at the helipad, 59' is the tallest floor of the building), and setbacks (north: 2'— 9', south: 4', east: 20', and west side near Evergreen Lodge: '/2'). Braun described the hospital operations and other programming factors that led to the design of the proposed site plan. Braun reviewed the floor plans to explain VVMC's operations and intentions for new space. The proposed parking garage was also reviewed. Gillette — Asked for clarification regarding the proposed building setbacks. Braun summarized the elements of the VVMC Master Plan that are relevant to the proposed architecture, massing, height, orientation to Meadow Drive, utility screening, and pedestrian connections. Gillette — Asked for clarification of the maximum allowable height for properties surrounding the VVMC. Braun and Spence provided the allowable heights based on zone districts. Hopkins — Asked for clarification in regards to the loading dock. Spence and Gillette asked Braun to identify the location of sidewalks and pedestrian circulation routes. Braun identified said areas and stated that more information regarding the pedestrian connections to surrounding properties would be provided at the next PEC meeting. Kurz — Asked for clarification in regards to loading operations and details on the proposed stairwells. Kurz asked if the applicant considered an escalator instead of a stairwell. Gillette added that the stairwell will also see a lot of skier traffic. Spence identified the areas for accessible access to VVMC. Public Comment: There was no public comment. Stockmar — Commended the VVMC on their planning effort, but is concerned in the long run that VVMC will need to expand again. He stated his appreciation for the efforts to accommodate the residential neighbors and South Frontage Road. Braun stated that the VVMC is looking into the future and beyond the existing Master Plan. Future areas for further expansion have already been identified. Spence asked Stockmar for his opinion on the extensive use of glass. Stockmar stated his belief that there is a glazing available to minimize light pollution from the interior. Braun deferred the item until the next time the project architects would be at the PEC meeting. Gillette — Stated his belief that the amount of glass was appropriate on the south fagade, but not there may be too much glass on the north fagade. Recommends the Design Review Board (DRB) look at the issue as the architecture is not necessarily representative of Vail. Perez — Agrees with Stockmar that a lot has been done to address concerns. Stated she likes Hopkins' earlier suggestion to bring some green elements to the deck on the south fagade. Hopkins — Agrees with Gillette that the north side of the structure uses too much glass. There was also a discussion among Commissioners regarding the use of corten steel on the various fagades. Lockman — Agreed with other Commissioners' comments regarding an appreciation of the efforts to address concerns thus far. He is still concerned about pedestrian circulation in the general area of the site. He asked if the pedestrian paths and patio will be heated. Chris Knight with ProjectOne responded that the patio will be heated from below. Several commissioners suggested umbrellas for providing shade on the patio in the summer. Kurz — Stated that he appreciates the applicant listening to the PEC's previous comments. He is not concerned about the overall massing of the building, but is more concerned about the area near Meadow Drive and the incorporation of fenestration and landscaping. He is not concerned about the interior circulation and is pleased with the overall direction of the project. 4. A request for review of an amendment to a conditional use permit pursuant to Section 12-16-10, Amendment Procedures, Vail Town Code, to allow for the construction of an outdoor dining patio at La Cantina Restaurant, located at 241 East Meadow Drive/Tract B & C, Vail Village Filing 1, and setting forth details in regard thereto. (PEC17-0026) 60 min. Applicant: Dominick Architects Planner: Chris Neubecker Motion: Approve, with Conditions First: Stockmar Second: Gillette Vote: 6-0-0 Conditions: 1. This Conditional Use approval is contingent upon the applicant obtaining Town of Vail approval of an associated design review application on or before November 1, 2017. 2. The applicant shall operate the outdoor patio consistent with the approved site plan dated July 14, 2017 and attached to this memorandum. 3. Hours of operation for the outdoor dining patio shall be limited to 8:00 AM until 10:00 PM. 4. All exterior lighting for the outdoor dining patio shall meet the Town of Vail's Outdoor Lighting regulations. 5. The applicant shall ensure that sweeping of the patio is performed on a daily basis, and that all food scraps and other debris from the patio are collected and deposited in proper waste receptacles, and that food scraps and other debris are not swept or pushed off the patio onto the adjacent walkways or landscaping areas. 6. Approval of this conditional use permit amendment shall lapse and become void if a building permit is not obtained and construction not commenced and diligently pursued toward completion or the use for which the approval has been granted has not commenced within two (2) years from when the approval becomes final. 7. Approval of this conditional use permit amendment shall lapse and become void if the use for which the approval has been granted is discontinued for a period of two (2) years, regardless of any intent to resume operation of the use. 8. The applicant shall at all times abide by the Town of Vail Amplified Sound regulations in Section 5-1-7 Noise Prohibited, Vail Town Code. The applicant shall obtain a permit from the Town of Vail prior to installation of any outdoor speakers on the outdoor dining patio. 9. Prior to issuance of a building permit for construction of the outdoor dining patio, the applicant shall obtain a lease agreement from the Town of Vail for use of the patio area. Neubecker introduced the item by summarizing the comments from the previous PEC meeting on July 10, 2017 and the subsequent changes that resulted from said comments. Changes include: additional landscaping with more vibrant colors, a skirt below the patio to prevent pedestrian access, additional snow fencing above the awning roof, and more information on the applicant's intent to heat the patio. The applicant may have to provide their own boiler to heat the patio. There are still some structural questions that the applicant is working on addressing. Neubecker reminded the PEC that the project still requires DRB approval and that the Town Council makes the final decision on the application. Neubecker discussed the proposed conditions of approval found within the staff memo. The applicant's representative, Rick Dominick of Dominick Architects, further reviewed the proposed changes. In regards to landscaping, the intent was to make the area more visually dynamic. Dominick described the dimensions of the space underneath the patio and assured the PEC it would be difficult to access the area. Lockman — Asked Neubecker to further explain his concerns regarding the eastern planter area adjacent to the stairs. Neubecker stated that he wants to make sure plants are viable for the proposed width and slope of the planter. Lockman stated the importance to have sufficient screening between the patio and the stairs. He believes the revised landscape plan has addressed previously stated concerns. Stated that he believes the project meets the criteria for a conditional use permit. Hopkins — Asked if the new landscaping will be sufficiently irrigated. Dominick confirmed. Hopkins stated she supports the request. Perez — Asked if alcohol will be served on the patio. Dominick confirmed that it will be full service, including alcohol. Richard Wheelock of La Cantina stated that the whole floor is covered by their liquor license. Dominick added that there is a gate that will control access into the patio. Dominick also stated that the flow of traffic through the transportation center will not be affected. Gillette — Had no additional comments or questions. Stockmar — Stated his overall satisfaction with the revised landscape plans, but asked that even more landscaping be added. Stated that the snow fencing was a reasonable solution to protecting guests from accessing the awnings. He also, asked if there will be space heating on the patio. Wheelock confirmed. Kurz — Urged the applicant to fully consider the effectiveness of the proposed skirt / screening intended to keep the public from accessing underneath the patio. He stated his overall support for the project. There was no public comment. 5. A request for review of a Minor Amendment to Special Development District (SDD) No. 34, The Valley, Phase V, pursuant to Section 12-9A-10, Amendment Procedures, Vail Town Code, to allow for modifications to the approved development plans in order to permit a second road cut and access to the property located at 1521 Buffehr Creek Road/Lot C, The Valley Subdivision Phase V, and setting forth details in regard thereto. (PEC17-0028) 15 min. Applicant: RKD Architects Planner: Chris Neubecker Motion: Continue to August 14, 2017 First: Gillette Second: Hopkins Vote: 6-0-0 Neubecker summarized the request and how it relates to Items 6 and 7 on the agenda and why one item is withdrawn and the other two (2) will be continued to the next PEC meeting. He then asked for questions specifically about the SDD amendment process. Stockmar — Stated that it would be helpful to understand what the process or rationale is for placing the building envelope on the site. Gillette — Agreed with Stockmar's comment. Perez — Asked if there were plans for the home. Neubecker responded in the negative. Neubecker stated that the SDD has to be amended first to allow for a second curb cut within the SDD. Kurz — Asked if PEC's decision is final or if it goes to Town Council. Neubecker responded that as a minor amendment, staff has approved the item, but it can be called up by the PEC. The applicant had no formal presentation. There was no public comment. 6. A request for the review of a variance from Section 12-21-10, Development Restricted, Vail Town Code, in accordance with the provisions of Title 12, Chapter 17, Variances, Vail Town Code, to allow for construction on a slope of forty percent (40%) or greater, located 1521 Buffehr Creek Road/Lot C, The Valley Subdivision Phase V, and setting forth details in regard thereto. (PEC17-0029) 15 min. Applicant: RKD Architects Planner: Chris Neubecker Withdrawn 7. A request for the review of an Exemption Plat, pursuant to Section 13-12-3, Plat Procedure and Criteria for Review, Vail Town Code, to allow for an adjustment to the location of the platted building envelope for Lot C, The Valley Subdivision Phase V located at 1521 Buffehr Creek Road, and setting forth details in regard thereto. (PEC17- 0030) 15 min. Applicant: RKD Architects Planner: Chris Neubecker Motion: Continue to August 14, 2017 First: Gillette Second: Stockmar Vote: 6-0-0 8. A request for the review of an amendment to a Conditional Use Permit, pursuant to Section 12-9C-3, Conditional Uses; Public and private schools, Vail Town Code, in accordance with the provisions of Section 12-16-10, Amendment Procedures, Vail Town Code, to allow for a renovation and addition to the existing Red Sandstone Elementary School, and a conditional use permit, pursuant to Section 12-9C-3, Conditional Uses, Public parking structure, in accordance with Title 12, Chapter 16, Conditional Use Permits, Vail Town Code, to allow for the construction of a public parking structure located at 551 North Frontage Road West/Lots 8, Block 2, Vail Potato Patch Filing 1, and setting forth details in regard thereto. (PEC17-0031) 45 min. Applicant: TAB Associates Planner: Matt Panfil Motion: Continue to August 14, 2017 First: Gillette Second: Perez Vote: 6-0 Panfil opened this item. We will be asking the PEC to continue this item to the next PEC meeting on August 14, 2017. The applicant will be asking for a variance for a retaining wall greater than six feet (6') in height. The addition to the school will allow for a secure entry, plus expansion of the cafeteria service area and expansion of the library. Cosmetic changes are also proposed to the school. A four-story parking structure with 160 parking spaces is also proposed. Skier and public parking is proposed on the first 3 levels of the structure. The intent is to sell parking passes for use of the public parking. There are six (6) electric vehicle charging stations proposed. Solar panels are proposed on the south elevation of the parking structure. A one way road system is proposed, most traffic will turn right as they enter the site, but some cars can turn left to access level two of the parking structure. There are also 42 surface parking spaces on site. Panfil discussed the parking circulation options for the parking structure, with no internal ramps. He reviewed the landscaping plan, with some new landscaping proposed in front of the structure, and some landscaping near the south side of the school. A more prominent entry feature and more glass are proposed at the new school entry. Stone is also proposed, along with some wood. Panfil reviewed the elevations of the school and the floor plans to show where changes are proposed. Town Council has asked that the parking structure be designed to accommodate future structure on top, possibly affordable housing or school expansion, but such uses have not been designed or planned. He showed a shadow analysis of impacts of the parking structure on the school. No shadow is anticipated on the school building. Applicant, Greg Mason, TAB Associates — Made himself available for questions regarding the project. Hopkins —Where do kids on school buses get dropped off? Mason — Students are dropped off at bottom of hill and walk up to the school. Gillette — How do bikes coming off the overpass get down? Mason — That is not yet addressed. Hopkins — Would kids on bikes also use the west sidewalk? Mason — Yes, that sidewalk is 8 feet wide with a 7% grade. Stockmar — Parking structure will block much visibility of the school. Design of the parking structure needs to be improved dramatically. Solar PV panels make sense, but it should look less like a parking structure. It's a very visible location, and an unappealing design. Gillette — Major concern with vehicular circulation. Entrance to the third level of the garage should come from below, where there are no kids or faculty. Not appropriate for all this traffic near kindergarten kids. Mason — It's not geared toward public parking for skiers, but people who currently arrive and park at Ford Park. Instead, they would park here. Gillette — Likes the rail to separate sidewalk from the road, but where will the snow be pushed. Asked if a snow storage study has been conducted? Mason — Yes Hopkins — Doesn't like the emergency stairwell. Mason — There is access to allow access and egress to the garage. Gillette — Need to separate school from public parking and circulation. Only kids, parents, and faculty should be at the school level. Average guy parking in the structure should be separate from the school level. Perez — Need more information on use of the parking structure. Is this open to the public? Greg Hall — Parking will be automated, similar to Ford Park. Parking passes would be needed to use this parking. Passes can be purchased by locals, employees. Gillette — Need to separate parking for the public from the school users. Drive lane is right next to the sidewalk to the school. Rachel Hall, TAB Associates — Reviewed the parking circulation and peak use times of the school and parking structure. Kurz - There is a high level of concern for public safety and children's safety. Gillette — Cannot support unless you can separate school uses from public parking uses of the parking structure. Panfil — We are looking for any other feedback from the PEC on items of concern. Stockmar — Kids have a tendency to put themselves in jeopardy. More care is needed on the traffic circulation and kids' safety. Prefer to see better design on the parking structure. Gillette — Massing on the building is fine. Main concern is separation of public parking from the school. Perez — Agree, make the parking structure more attractive and separate school from public parking. Hopkins — Look at use of the parking structure as a short cut for kids to use. Lockman — Looks like low budget based on architecture of the parking structure. Vehicle traffic is a challenge to separate uses. Look at an operational plan for the parking use. Kurz — Appreciate the Town of Vail and Eagle County School District working together on a parking plan for this area, and that the school will remain in this location. Agree with concerns about traffic patterns and separating functions. Some more detail is needed for the Commissioners and himself to be comfortable. Want the bike path to be continued, so that bikes coming over the overpass don't need to use steps. Gillette — Make sure that snow storage is figured out. 9. A request for a recommendation to the Vail Town Council for a Prescribed Regulations Amendment, pursuant to Section 12-3-7, Amendment, Vail Town Code, to amend Section 12-23-2 Employee Generation and Mitigation Rates, Vail Town Code, to reflect the recommendations of the 2016 Vail Employer Survey Summary of Results, February 2017 (Nexus Study) and setting forth details in regard thereto. (PEC17-0033) 5 min. Tabled to August 14, 2017 Applicant: Lynne Campbell Planner: Chris Neubecker Motion: Table to August 14, 2017 First: Stockmar Second: Gillette Vote: 6-0-0 10. Approval of Minutes July 10, 2017 PEC Results Motion: Approve First: Gillette Second: Stockmar Vote: 5-0-1 (Perez Abstaining) 11. Informational Update Commercial Ski Storage Chris updated the commission on the work being done by the town concerning ski storage, the upcoming meeting with TC on August 1" and the interviews with those that participate in ski storage/ski concierge. 12. Adjournment Motion: Adjourn First: Perez Second: Kurz Vote: 6-0-0 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 hours prior to meeting time. Community Development Department Published in the Vail Daily July 21, 2017 Ad #: 0000099393-01 Customer: TOWN OF VAIL/PLAN DEPT/COMM DEVLMT 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 for jurisdictions 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 8/11/2017 and that the last publication of said notice was dated 8/11/2017 in the issue of said newspaper In witness whereof, I have here unto set my hand this day, 8/21/2017. Mark Wurzer, Publisher Subscribed and sworn to before me, a notary public in and for the County of Eagle, State of Colorado this day 8/21/2017. Jerilynn Medina, Notary Public My Commission Expires: August 3, 2020 MCsfAt?ti X10 L ? fATF op+ l'�l.{1�A�1) t or €' _D x�, U4 a PLANNING AND ENVIRONMENTAL COMMISSION August l4, 2017, l 000 PM Vail Tow ri Cour. oil Cha tubers Frontage Road - Vail, Colorado, 81657 Call to Order ,2,^ request for review of a Minor Amend- ment to Special F)evelopment E)istrict (SF)F)) No- 34, The Valley, Phase V , pursuant to Section 1 C Amendment Procedures. Vail Town Code, to allow for modifications to the ap proved development plans in order to permit a second road cut and access to the property located at 1521 Buffahr Creak Road/Lot C, Tho Valley Sub division Phase V, and setting forth details in regarc thereto. (PEC17-0028) l O min. Ap plicant: FIKO Architects Planner: Chris Neubecker 3. A request for the review of an ExBmp- tion Plat, pursuant to Section 13-12-3, Plat Proce- dure and Criteria for Review, Vail Town Code, to a low for an adjustment to the locatic n of trle platted building envelops for Lot C, The Valley Subdivisior Phase V located at 1527 BUffehr CreEK Road, anc setting forth details in regard thereto. (PEC17-0030 10 min. Applicant: FLKE) ArchitBcts Planner- Chris Neu backer 4. A request for the review of ori EXemP- tion Plat, pursuant to Section 13-12-3, Plat Proce- dure and Criteria for Review, Vail Town (--ode, to a low for the removalof a plat nota limiting gross resi- dential floor area (G FIFA) to less than that all owec by the nderlying Single -Family Residential (SFR) District for Parcel B, Block 7, Vail Village Filing 1, to gated at 307 Roc Kledgc Road, and lotting forth de- tails in regard thereto. (F E- - 7-0034) 1 S min. Applicant- Mauriello Planning Group Planner: Matt Panfil S. Ski and Snowboard Club Vail represented by Braun Associates, Inc-, is requesting a Public Hearingg before the Town of Vail Planning t Environmental Co (PEC) for the r of a conditional use permit pursuant to Section 12 - SE -3, Conditional Use, Vail Town Code, to allow fol theredevelopment of the SKi --d Snowboard Club Vail site with a private and public club and multi- family residential dwelling units, located at 598 Vail Valley Drive. This conditional us® ppermit was previ- ously approved by the PEC on Octo bar 27, 2014 and subsequently expired in 2016. No changes to the plans have been made with tnisrequest for a re - approval of the conditional use permit. (PEC17- 0035) 20 min. Applicant: KH Webb Architects Planner: Jonathan Spence 6. SKi and Snowboard Club Vail (SSC -_V), represented by Braun Associates, Inc., is requesting a recommendation to the \/ail Town Council for zone district boundary amendment, pursuant to Section 12-3-7, Amendment, Vail Town Gode, i+ rezone -% portion of fine newly created Parcel 3 of tna Golclen Peak Ski Base And Recreation E:iiatrict Par- cel subdivision from SKI Base Recreation 0Istrict to SKI Base Recreation Z �Isirlct, located at 460 Nall ValleyDrive/Parcel 1 , Golden Pgak Ski Baso and Recreation E>istrict Parcel -ubdivis-ion, nd -etting F ur lh daLails in regard Ll -i Ll This rezoning was previously recommended for approval by the Plan Hing and Environmental Commission on October £7, £014- Tho romOninq was subsog uo ntly aPProvod By the Town Council via ordinance but has ex fired aS the plat W�1S not reCOrded prior t0 the-Xp1YcZg time cstabli shod. (PEC17-0036) 20 min - Applicant: KH Webb Architects Planner: Jonathan Sponce 7.Staff req --- t. that this item ba contin- ued to the August 2S, 2017 PEC meeting. (PE( --17 0022) 5 min. Applicant: Vail Valley Medical Cantor Planner: Jonathan Sp- rice e - A request for the r ' of a nd- ment to a Conditional Use Permit,pursuant to Sec- tion 12-9C-3, Conditional Uses; Public and private schools, Vail Town Coda, - da Hca with the pro visions of Section 12-1 6�1 O,c Amendment Proce aures, Vail Town Cocje, to allow for a renovation ani additionto the existing Red Sandstone Elementary School, a conditional use permit, pursuant to Sec- tion 12-9C-3. Conditional Uses- Public parking structure, in accordance with Title 12, ChaptBr 16, Conditional Use Permits, Vail Town Code, to allow for the construction of a public parking structure, and a request for the review of a variance from Sec- tion 14-6-7, Retaining Walls, Vail Town Coda, in ac- cordance with the provisions of Title 12, Chapter 17, Variances, Vail Town, to allow for the construction of a retaining wall with an exposed face height greater than six teat (6'), located at 551 North Front- age Road West/Lots 8, Block 2, Vail Potato Patel Filingg 1 , and setting forth details in regard tnereto. (PECI 7-0031) 45 min. Applicant: TAB Associates Planner: Matt Panfil 9- A req UeSt for a roQomm@ndation to the Vail Tvwn Council for Prescribed Reg lotion: Amendment, pursuant Loa Section 12-3Amend- nt, Vail Town Cvde, to nd Section 12-23-: Employee Generation and aMitigation Rates, \/ai Town Code, to -eflect the nd atio ns of the 20_0 Vail Employer rvey co maty of Results Fobruary 2017 (Noxus . tuciy) and ottim1p forth do - tails in regard thereto. (PEC17-0033) 20 min. Applicant: Lynne Campbell Planner: Chris Noul aokor 10. Approval Fi a<tD E July 24, 2011 7 PEC Results 11 . Adjournment The applications and information about the Propos- als ar available for public . s (-_ on during egular office hours at the Town of Vail it Community f?evelop ment Department, 75 South Frontage Rnad_ The p nblic is invited to attend n the proj t is tation a d the site visits that precede the publichearing in the Town of Vail Community development E>epartment. Times and order of items are approximate. subject to change, and cannot be relied upon to determine at what time the Planning and Environmental Com- mission will consider an item. Please call (970) 479- 2138 for additional information. Please call 711 fo sign language interpretation 48 hours prior to meet- ing time. Community Rav®lopmant Repartment Publishod in the Vail Baily August 1 1, 2017 0000099393 Ad #: 0000091649-01 Customer: TOWN OF VAIL/PLAN DEPT/COMM DEVLMT 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 for jurisdictions 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 7/28/2017 and that the last publication of said notice was dated 7/28/2017 in the issue of said newspaper In witness whereof, I have here unto set my hand this day, 8/23/2017. Mark Wurzer, Publisher Subscribed and sworn to before me, a notary public in and for the County of Eagle, State of Colorado this day 8/23/2017. Jerilynn Medina, Notary Public My Commission Expires: August 3, 2020 NCs3'APY Ri}A�+.t� 3fY%t,11.5S1i}N &k�':if•;�R�SG'sSS � �, 2�2s} THIS ITEM MAY AFFECT YOUR PROPERTY PUBLIC NOTICE \NOTICE IS HEREBY GIVEN that the Planning and Environmental Commission of the Town of Vail wil hold a public hearing in accordance with section 12- 3-6, Vail Town Code, on August 14, 2017 at 1:00 pm in the Town of Vail Municipal Building. A request for the review of an Exemption Plat, pur- suant to Section 13-12-3, Plat Procedure and Crite- ria for Review, Vail Town Code, to allow for the re moval of a plat note limiting gross residential floor area (GRFA) to less than that allowed by the under- lying Single -Family Residential (SFR) District for Parcel B, Block 7, Vail Village Filing 1, located a 307 Rockledge Road, and setting forth details in re- gard thereto. (PEC17-0034) Applicant: 307 Rockledge LLC, represented by Mauriello Planning Group Planner: Matt Panfil A request for the review of a conditional use permit, pursuant to Section 12-8E-3, Conditional Use, Vai Town Code, to allow for the redevelopment of the Ski and Snowboard Vail Club Vail site with a new private and public club and multi -family residential dwelling units, located at 598 Vail Valley Drive/Par of Tract B, Vail Village Filing 7, and setting forth de tails in regard thereto. (PEC17-0035) This applicatioi was previously approved in October 2014. Applicant: Ski and Snowboard Club Vail, represent- ed by Braun and Associates Planner: Jonathan Spence A request for a recommendation to the Vail Towi Council for a zone district boundary amendment, pursuant to Section 12-3-7, Amendment, Vail Towi Code, to rezone a portion of Parcel 1 of the Golden Peak Ski Base And Recreation District Parcel subdi- vision from Ski Base Recreation District to Ski Base Recreation 2 District, located at 460 Vail Valle Drive/Parcel 1, Golden Peak Ski Base and Recrea- tion District Parcel subdivision, and setting forth de- tails in regard thereto. (PEC17-0036) This applicatioi was previously approved in November 2014. Applicant: Ski and Snowboard Club Vail and Vai Corporation, represented by Braun and Associates Planner: Jonathan Spence A request for the review of an amendment to a Con- ditional Use Permit, pursuant to Section 12-9C-3, Conditional Uses; Public and private schools, Vai Town Code, in accordance with the provisions of Section 12-16-10, Amendment Procedures, Vail Town Code, to allow for a renovation and addition to the existing Red Sandstone Elementary School, a conditional use permit, pursuant to Section 12-9C-3, Conditional Uses, Public parking structure, in ac- cordance with Title 12, Chapter 16, Conditional Use Permits, Vail Town Code, to allow for the construc- tion of a public parking structure, and a request for the review of a variance from Section 14-6-7, Re- taining Walls, Vail Town Code, in accordance with the provisions of Title 12, Chapter 17, Variances, Vail Town, to allow for the construction of a retaininc wall with an exposed face height greater than six feet (6), located at 551 North Frontage Road West/Lots 8, Block 2, Vail Potato Patch Filing 1, anc setting forth details in regard thereto. (PEC17-0031) Applicant: Eagle County School District & Town o - Vail, represented by TAB Associates Planner: Matt Panfil The applications and information about the propos- als are available for public inspection during office hours at the Town of Vail Community Developmen Department, 75 South Frontage Road. The public is invited to attend site visits. Please call 970-479- 2138 for additional information. Sign language inter- pretation available upon request with 24-hour notifi- cation, dial 711. Published July 28, 2017 in the Vail Dail 0000091649