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PZC Packet 022112
TRW Staff Report — Master Sign Program Amendment/Sign Design AV EN February 21, 2012 Planning & Zoning Commission Meeting Report date February 17, 2012 Project type Master Sign Program Amendment Legal description Lots 2 & 3, Riverfront Subdivision Zoning Planned Unit Development (PUD) Address 218 Riverfront Lane Prepared By Jared Barnes Planner Summary of Requests The Applicant, Jim Adams, representing Riverfront Village Hotel LLC (the Owner), has submitted a Master Sign Program (MSP) Amendment application for an existing commercial plaza space on Lot 3 of the Riverfront Subdivision, also described as 218 Riverfront Lane (the Property). A vicinity map of the Property is shown on Exhibit A. The Applicant is proposing to modify the existing Riverfront Plaza MSP to allow for four (4) additional blade sign locations for the Timeshare West building. The currently approved Riverfront Plaza MSP is attached as Exhibit C. The proposed amendment requests to utilize the same blade sign specifications and limitations as currently exist for the Riverfront Plaza. The Proposed MSP Amendment is attached as Exhibit B. Property Description The proposed MSP Amendment applies to two properties: the Westin Hotel (Lot 2, Riverfront) and the Timeshare West building (Lot 3, Riverfront). The Property has a combined area of 5 acres (218,013 square feet) with Lot 2 and Lot 3 covering 4.27 and 0.74 acres, respectively. The Property has frontage on Riverfront Lane on the northern property line and the multi-purpose path and the Town of Avon Tract A (Eagle River) along the southern property line. The Property slopes naturally downhill from north to south, but the construction of the buildings and Riverfront Plaza left finished grade relatively flat. The Property currently contains the Westin Hotel and associated retail spaces on Lot 2 and Timeshare West and associated retail spaces on Lot 3. Background The MSP for the Riverfront Plaza was approved by the Planning and Zoning Commission (PZC) on October 16, 2007 and allowed for blade signs, window signs and awning signs for five (5) retail spaces located on the first floor of the Westin Hotel. The provisions of the MSP limited the blade signs to specific locations for each unit, a maximum of eight and three-quarter (8.75) square feet, as well as provided the sign brackets and external illumination specifications. The awning signs were restricted to a maximum of fifty-six and six -tenths (56.6) to sixty-five (65) square feet depending on the retail space. Window signage was generally limited to fifteen percent (15%) of the window area, but also contained other restrictions. Planning Analysis The Applicant is proposing an Amendment to the Riverfront Plaza MSP to allow for four (4) additional sign locations. These locations are intended to be used for the current and future first floor commercial tenants of the Timeshare West building. The amendment proposes to add blade signs and window signs for the additional locations. The blade sign specifications are identical to the previously approved MSP as they use the same sign brackets, external illumination, and maximum sign area. The amendment also proposes to utilize the same window signage specifications that are currently approved. February 21, 2011 PZC Meeting Section 15.28.080 of the Sign Code allows the PZC to approve signs and MSPs larger than the code allows and defines that increase as follows, "Generally the increased total sign allowance shall not exceed one (1) square foot of sign area per lineal foot of the portion of building front that is contiguous to the interior space occupied by that individual business." Due to the unique nature of the site layout, specifically the retail spaces fronting the Riverfront Plaza, Staff is recommending that the PZC utilize the entire Property's lineal frontage along Riverfront Lane for the purposes of calculating maximum allowable sign area for the MSP. By using this approach, the Property has a combined building frontage of approximately 319 feet, with 274 feet for the Westin Hotel and 45 feet for the Timeshare West building. The proposed addition will increase the approved sign allowance from 228 square feet to 263 square feet for the combined properties, which is in compliance with the Sign Code. The similarities in sign types, sizes, locations, and illumination help create a unified design for the entire Riverfront Plaza and which are encouraged by the Sign Program criteria. In addition to the requested MSP amendment, the Applicant is asking for approval of an existing sign design and proposed sign design. The existing sign is for the Westin Vacation Ownership Sales office and is seen on pages 5 and 6 of the proposed MSP (Exhibit B). Although installed, this sign was never approved by the Town. It meets the requirements of the proposed MSP in location, size, but is not illuminated like the other signs existing or proposed. The proposed sign is for the "Gondola Ballroom" and will be located in second tenant space from the street as seen on page 6 of the proposed MSP (Exhibit C). Its total sign area is 5.41 square feet and will utilize the sign bracket and external illumination from the MSP amendment. The sign will be constructed of aluminum and finished with acrylic faces. Review Criteria §15.28.070, Sign Design Review Criteria (1) The suitability of the improvement, including materials with which the sign is to be constructed and the site upon which it is to be located; (2) The nature of adjacent and neighboring improvements; (3) The quality of the materials to be utilized in any proposed improvement; (4) The visual impact of any proposed improvement, as viewed from any adjacent or neighboring property; (5) The objective that no improvement will be so similar or dissimilar to other signs in the vicinity that values, monetary or aesthetic, will be impaired; (6) Whether the type, height, size and/or quantity of signs generally complies with the sign code, and are appropriate for the project; and (7) Whether the sign is primarily oriented to vehicular or pedestrian traffic, and whether the sign is appropriate for the determined orientation. §15.28.080(16), Sign Programs a. Sign program shall be compatible with the site and buildings, and should provide for a similarity of types, sizes, styles and materials for signs within a project. Several alternatives for signage should be included in the program so as not to be so restrictive as to eliminate individuality; b. Sign programs may be proposed of changed only by the owners of the building or the owner's association. Sign program changes or proposals may not be made by an individual business; C. Proposed signs, not in accordance with an approved sign program, will only be considered by the Planning and Zoning Commission upon receipt of written evidence that the proposed sign is acceptable to the owners of the building or the owners' association; February 21, 2011 PZC Meeting d. All sign programs shall be in written and plan form. Plans shall indicate size, location, type and number of signs for the site and buildings; e. Programs may include limitations on wording, colors, design, lighting, materials and other restrictions, and deemed appropriate by the applicant. Recommended Motion Move to approve the Master Sign Program Amendment for the Riverfront Plaza on Lot 3, Riverfront Subdivision, as submitted and with the following findings: 1. The MSP Amendment meets the Sign Program criteria as set forth in Section 15.28.080(16); and, 2. The MSP Amendment meets the Design Review Criteria for Signs as set forth in Section 15.28.070. Exhibits A: Vicinity Map B: Proposed Riverfront Plaza MSP Amendment C: Approved Riverfront Plaza MSP February 21, 2011 PZC Meeting Vicinity Map - Lot 3, Riverfront a F' Ah' : ; OU ..'moi e— Residential Streets Property Boundaries 0 6 1Jo Attachment A mm nepmvzfgwCnmrrv�avowat�mem� wormmmnp wmmt wswur ie im:mm� T D O m • • • • m N b N OI b b 6 b S G O• T 0 0 3 O' m m a m_ S 6 S S O% 6 N 3 O N 5 3 3 ry O N � O b Q O W N b om w fl' 2 0 o !^ w G E £ s w w• b O b M V 3 T O b SL n O Q d 0 3 3L3� o N o d_ Q N 3 N y O £ n b N O O = Oa S N A N 9 C6FT w 0 O T N A b Q S rG a O � S N N � b V Q A O �n u� O Attachment B b v b N K d bID 01 s c m Na < t+ S N N W H N A O A£ ry b 4= 1 QM b a d 6 S C 0 O C N d 3 •j ry O M N n �• T N N N N Oo .w . b X � Q O N N < u� O Attachment B A� n O.. u� O w Cr r o � 0 O N 7 3 O O C N• L1 a CD N 0 n a r � W O 3 N V! VJ � N D C 7 N 7 v% Y DESCRIPTION: 'v CT: HEVI LITE, INC. DUALHEAD WET LOCAVON MR 16 RVURE. VED: CA70LOGLIE NUMBER: MACHINED FROM 6061 T6 ALUMINUM. POWDER COAT OR ANODIZE FINISH. 5� LA HL -707 72 VOLT, EACH HEAD. ICAL- 2DNnr7 s� O m s A' ltw O `'�mayy... m N 3 N m e 0 v 0 a u aw /> - e� m m w ) > r C O L O R A D O October 17, 2007 Andy Gunion PO Box 2770 Avon, CO 81620 Avon... a smoke-free community RE: Master Sign Program Amendment- Approved by the Planning Attachment C Post Qjflica Boz 9,15 400 Benchrrnnk Road Avon, Colorado 81520 970-748-4000 970-949-9139 Fax Relay recognized ivrvw.avon.org Commission Lot 2, Riverfront Subdivision 126 Riverfront Lane Andy: At their October 16, 2007 meeting the Town anning and Zoning Commission approved your Master Sign Progr% int for modifications to the above mentioned property with the follr in: 1. The applicant revise the Master ' (MSP) Amendment prior to the final application approval, P ,n of any sign regulated by this, amendment to include the fol' a. Revise allowed m .,de signs to those materials that are compatible with *' MSP for the Westin Riverfront Resort and Spa or ✓ith those materials outlined in Section 15.28.060 r lunicipal Code; b. Revise t� now specific locations where light fixtures are allowe ved by staff, and c. R owed sign types for Unit 110 to remove the f, Sign. "'; 2. Except a, Ise modified by this approval, all material representations made by the .pplicant or applicant representative(s) in this application and in public hearing(s) shall be adhered to and considered binding conditions of approval. Thank you for your application, Andy. Should you have any questions or would like additional information please don't hesitate to contact me directly at 970.748.4023. Kind Regards, Jared- Barnes Planner I Cc: File (B-SN2007-16) R1Planning & Zoning CommissionWeeting Letters\2007110160712 Riverfront Subdivision MSP Amendment Approval.doc Westin Riverfront Resort & Spa Sign Application — Square Footages 1- Slifer Smith & Frampton, retail space 100 a. Blade sign= approximately 1260 inches, 8.75 sq. ft. on west elevation b. Awnings= 65 sq, ft. on east and west elevation c. Window signage subject to landlord approval 2- Ski Shop, retail space 101 a. Blade sign = approximately 1260 inches, 8.75 sq. ft. on we tion b. Awnings= 56.6 sq. ft. on east and west elevation c. Window signage subject to landlord approval 3- Starwood Vacation Ownership, retail space 102 a. Blade sign= approximately 1260 inches, ` vest elevation b. Awnings= 56.6 sq. ft on west eievat' c. Window signage subject to landla 4- Watermarket, retail space 105 a. Blade sl 8.75 sq. ft. on west elevation b. Window signage sur d approval 5- Watermark Restaura' 110 a. Sign hung 15 sq. ft. on west elevation b. WindrVdge act to landlord approval c. Free, outside restaurant entry Riverfront Village Master Sign Program Retail Window Signage Restrictions 1. Window Signage shall not exceed 15% of any given Contiguous Window Area. 2. Window Signage indicating store hours of operation shall be excluded from the 15% restriction calculation. However, such signage shall be limited to 1.0 square feet per public entrance way and must have a clear background. 3. Window Signage indicating open/closed status shall be excluded from the 15% restriction calculation. However, such signage shall be limited to 0.5 square feet per public entrance way. 4. Window Signage shall be defined as any text, image- mounted to or painted on the interior or exterior of a window ages or graphics located up to 3 feet inside of a window. 5. Contiguous Window Area shall be defn of glass (including glass doors) in the same plane, unbroken by width greater than twelve inches. 6. Windows shall be deemed to' plane so long as there is not greater than six inches of offset b 7. All Window Signage . ssionally produced. 8. No Window Si- ng hours of operation signage) shall contain hand- written text I proval from Town Staff and Landlord. 9. No ter' ner markings shall be painted directly on any windows without i oval fiom Town Staff and Landlord. 10. Every piece of Window Signage must be approved by Town Staff and Landlord prior to installation, which approval shall not be unreasonably withheld so long as such signage complies with this Master Sign Program. 11. Town Staff and Landlord will deem at their discretion what constitutes a material change to Window Signage requiring their approval. 12. Mannequins and other displays of actual physical merchandise (i.e. not images, text or graphics) shall not be deemed Window Signage and while such displays shall be subject to Landlord approval they shall not be subject to approval by the Town of Avon. Features • Tamper proof design. • i" diameter machined aluminum stem With stainless steel hardware. • Aluminum canopy. (Box gasket by others.) Sign Star Design Guide, see pages 124 ar, 48'Nw"onlsaoay rr. aa' /l lg MOTE TRANSF. e''4 ,1l-3,Iz' (2)110-241 Ha Black Ddde a!j HexeelM Hung Slalnkss j Steal MounlingScrezrs CANOPY DETAIL 'r 38'rsmun lsaacer �r+ym)----j %f 211<'YEN 1 P075-120 Pawer Canopy INTEGRAL TRANSFORMER STYLE 6%" Dia. e �A El Da 4 PC75-120 POWER CANOPV CAP STYLES DETAIL(Optlon) , See cane 96 for additional Power Canopy- details 38 The Sign Star" Style 'C' provides the least visual impact of all the Sign Stars when mounted above or below a build ing mounted sign. Its straight, sleek appearance can be mounted to any building and provide a precise lighting pattern to that very important sign. Manufactured from all aluminum and stainless steel Cor �onsnts and finished in one of eigh} ter powder coat finishes, S' ninate your sign for mare le. Available in three cap �dnd C, to meet various I' :hind aluminum N'de Star'". � 1 sted with MR16 lamps to 50 watts. transformers, see page 97. CATALOG NUMBER LOGIC Example: S -15 -SAP -9-11-C-30' Series t: ij T 1 1 L—PTypa 0 - By others 1 1� I . 16 = EYS(42Yt7, 25° N. Fk 1-ESX(20W), 12- Spot ,); 40- Flood 17-EYP1424,113-Spot 2 - BAB(20W), 40° Flood_. '. 6 - EXrt50WW}} 13° Spot 3 - FRB(36m, 120 Spot 7 - EXZ(50W), 26° N. Fic 4-FFiA(35W), 23°N. Flood B-EXN(50W), 40°FIOoc Fk 5-FMW(35W). 40b Flood 9-FNV(SDW), 60°W. 15-EYR(42W), 12°Spot I.'i rm sn — Powder Coat Color i Satin Wrinkle Bron2e I 13ZP BZW Black BLP eLW M White I WHP lw Aluminum Verde VER Lens lype , , 9- Clear (Standard), 10 -Spread, 12 -Soft FOCUS, �13-Rectilinear Shielding - 11 - Honeycomb Sallie Cap Style A•45°. B•90°. C - Flush t Projection From Wall (Specify Inches) 16°, 24", 30', 36" or "48`(WavWlaa AlhPe75-r200e1or4 Style C - Straight Mount Transformer lu—.11< NOV.28.2007 6:51PM MST WEST PRRTNERS NO.528 P.11 Blade Sign Lighting Specs Light should be attached to the sir a and shine light back onto sign. Restaurant sipad. 0 , ►. —fir c�r i 8n7 '"ii � i w� ��C11j( .COLO int F-1 - •;1.: . • •• ; • I � : Westinn-Riverfront Resort -Hotel PROD. N0; 15075.00 SCALE DATE 11-19-07' 15SUED FOR CCD 1.06 ABCHITECTUflE. DWG. REFERENCED SKETCH NO �I WILLIAM A,�S1- ONG j ,IGHTING DESIGN Project; Location: Date: Type; Description: Specilicution: Lamp and/or wattage; Locations) ofOrtura Quanfitf: Notes: Fixture Image(s). 110 Wen 40th Street, Suite 2405 New Yak NY 10018 Tel 212938-1150 rax 800 706-0523 206 374-6109 fmd7.wld6Woldnc mm http:11w w.wcidinc.com Westin Restaurant at Avon Avon, CO July 18, 2007 Revision Date' August 13, 2007 Atm RXN (Page 1 of 2) Recessed incandescent low -voltage adjustable accertched glass reflector and an integral electronic transformer. T ' Ap for wet, location. Finish to be standard etched while cone. A/ � LIGHTOLIER C3MRGA-C3LVE1 0 37walt 37MF -J NARROW TRU- 12% it iA) ,.I .awings Please provide two (2) extra lamps perfixture. [ittuwt 5' O 112Rma1 Q HusCultlr10 11.ti 6 4 G 7B a 10 9 i Vertl:olAdl _ _ i•asm 2915''1 3/6'l7pmm)p,�I�1 YI55mellfin'c _� Staff Report — 1-70 Regional Transportation Operations Facility February 21, 2012 Planning & Zoning Commission Meeting Report date February 17, 2012 Project type New Commercial Construction, AEC Comprehensive Plan Amendment Legal description Lot 1A, Swift Gulch Subdivision Tract AA, Mountain Star Subdivision Zoning Public Facilities (PF) Address 500 Swift Gulch Road Prepared By Matt Pielsticker. Planner II Summary of Requests The Town of Avon, represented by Mark Donaldson of Victor Mark Donaldson Architects and CDM Smith, has submitted three concurrent applications for the development of the 1-70 Regional Transportation Operations Facility (RTOF) on Lot 1A, Swift Gulch Subdivision, and Tract AA, Mountain Star Subdivision ("the Property"). The applications include a Major Development Plan, Alternative Equivalent Compliance (AEC) application, and a Comprehensive Plan Amendment application. The proposal (Exhibit A) is to move the existing office building, and construct a Bus Maintenance and Storage Building (aka "Bus Barn") and associated site improvements to be used as a regional transportation operations and maintenance facility. This project is 80 percent funded by federal and state grants, and is a partnership with ECO Transit of Eagle County. This agenda item was discussed as a Work Session on February 7, 2012, and a complete final application is being presented at the February 21, 2012 meeting. New Information Since the February 7, 2012 Planning and Zoning Commission (PZC) review, new information has been added to the submittal package. Some of the new information was at the request of PZC, while other information was added to make a complete design submittal per the requirements of the Community Development Department. New information includes the following: • Lighting Plan (Exhibit A p12 -p13), and cut sheets (Exhibit B) per the Lighting Ordinance: o Existing "shoe box" pole mounted fixtures will be relocated. 0 8 new 20' tall "shoe box" fixtures 175 watt LED bulbs on upper bench 0 15 new LED fixtures under relocated fuel canopy, standing 15' above grade 0 15 new 60 watt Incandescent wall mounted scones on Bus Barn, standing 10' high • Color/Material Board (Exhibit A p18) o New "Cyprus Olive" green color was selected for secondary siding color. o Non -reflective, "Sage Brown" metal roofing was selected. o "Ashland Cut" Limestone was chosen for all stone siding on Bus Barn • Landscape Plan (Exhibit A p10) 0 5' to 12' Evergreens added to southern property line above retaining walls. o Various shrubs and native grass added to disturbed areas. o Photograph included demonstrating MSE retaining wall color/design (Exhibit C) • Updated Elevations and Renderings (Exhibit A p14 -p17 & p21 -p22) o Depicting final colors, light fixture locations o Screening details for ground and roof mounted mechanical equipment 1-70 Regional Transportation Facility February 21, 2012 PZC Meeting • Site Plan with 2008/2012 building footprints superimposed (Exhibit A p8) Background The scope and function of this project was originally envisioned as early as 1995 with the construction of the existing Fleet Maintenance building, bus wash, and fueling island. Future plans at that time included a bus storage building and an administration building. In 2007, the master plan for Public Works development was updated as described in the "Facilities Needs Assessment" (RNL/MDG, 2007) and advanced further in the "Swift Gulch Project Preliminary Design Report" (CDM, 2008). The Facilities Needs Assessment and Preliminary Design Report recommended implementation of the following proposed site programming at full buildout: • Bus Wash Building (3,600 sf) • Bus Barn for 40 stalls (39,000 sf) • Administrative building (14,000 sf) • Underground parking garage (42 stall) • Surface Parking (64 stall) • PW shops storage (14,000 sf) • Large Equipment Storage Building (14,000 sf) • Total Paving (212,000 sf) Transit -related improvements at the site were eligible for numerous federal and state grant funds. The Town applied for Final Design Approval in 2009 to match pending grant applications submitted by the Town at that time and to position the Town to be 'shovel ready' per grant requirements. In July, 2009, the PZC approved a Final Design application (Exhibit D) for a portion of the construction recommended in the 2007 and 2008 reports. The 2009 approval included a 40 stall bus barn, driveway behind the fleet building, 16 outdoor storage spaces for buses on the upper bench with associated grading, excavation, and infrastructure, and a transit administration building. The 2009 design approval stipulated that the building have a sloped roof, rather than matching the flat roof on the existing fleet building, and the architecture follow a mountain contemporary style. There are numerous changes to the project scope relative to what the PZC approved in 2009. The changes are a result of shrinking the project to meet actual awarded grant funds from the Federal Transit Administration and Colorado Department of Transportation, along with local match funds from the Town of Avon Capital Improvements Program. The changes include: • Downsizing the bus maintenance and storage building from 40 stalls to 24 stalls; • Removal of the 16 outdoor bus parking spaces and the associated excavation and grading on the upper bench; • Keeping the existing upper bench access at its current location, thereby eliminating the associated grading, excavation and retaining walls. Elimination of the driveway behind the fleet building; • Removal of the transit administration building; and, • Addition of a mezzanine to the bus storage building for transit administration offices. On January 24, 2012, the Town Council directed Staff to accommodate the existing modular office building on-site by placing it where the cinder pile is located (as opposed to moving it to Lot 5, Village at Avon). In order to achieve this, 19 additional parking spaces will be required and the cinder pile will be moved approximately 250 linear feet to the north. The attached drawings reflect the final development plan with the modular office building housed on-site. 1-70 Regional Transportation Facility 2 February 21, 2012 PZC Meeting Process Chapter 7.16 of the Avon Development Code (ADC) regulates the Development Review Procedures for all new construction in the Town. The PZC will make the final decision on the Major Development Plan and AEC applications. The PZC will review the Comprehensive Plan Amendment application and provide a recommendation to the Town Council after conducting a public hearing. The Town Council shall render the final decision the Comprehensive Plan amendment. Site & Building Design The Property is the combination of three different parcels of land: Lot 1A (9.96 acres), Lot 1B (4.19 acres), and Tract AA (9.71). The Property is zoned Public Facilities (PF). Lot 1A is currently developed with several bus and passenger vehicle parking spaces, a 4,900 sf. office building occupied by the Transit and Public Works divisions, and a fuel station. The fleet maintenance building is located on the adjacent Lot 1 B, and contains approximately 2,000 sf. of office space, in addition to several full-service vehicle bays, shop areas, and mezzanine storage, totaling approximately 23,800 sq. ft. total. Tract AA is currently being used for cinder storage and long term storage for plow trucks, other vehicles, bulk materials, and miscellaneous yard storage. The Property is located at the mouth of Swift Gulch, a naturally occurring V-shaped valley with a drainage gully. The site is defined by the dry creek bed on the western edge of the current (and proposed) improvements. This drainage area will be improved in response to the drainage studies that were performed last year to increase conveyance capacity. The Bus Barn is being positioned in the middle of the asphalt parking area on Lot 1A for maximum functionality and vehicle circulation without impacting existing operations at the adjacent Fleet Maintenance facility. Please refer to Exhibit A- p9 to better understand the auto -turn analysis that was completed for full-size buses using the site. Staff and public parking spaces are provided at the perimeter of the property, similar to the current configuration, and in a separated surface parking lot on the north end of the site on Tract AA. The parking arrangement minimizes conflict with bus traffic circulating the Bus Barn. Also included in the project is the relocation of the modular office building to the north end of Lot 1A and construction of associated employee parking. Utilizing the existing benches in the hillside above this parking area will be temporary bus parking stalls, new cinder storage, and overflow parking area. Additional site modifications include the removal of a portion of the MSE retaining wall system below the fleet building adjacent to Swift Gulch Road on the south side of the Property, and additional landscaping stretching the length of the Swift Gulch tiered retaining walls. Finally, a new fuel canopy will be installed north of the current fueling island location. The building materials for the Bus Barn are durable, high quality, and low maintenance. The exterior materials include: stone base, pre -finished "Versapanel" Metal siding system for the majority of the exterior, stucco accent pillars, ornamental steel roof support brackets and outriggers, standing seam roof system, and aluminum window system. The final color board will be presented at the meeting. The attached drawings are the result of a coordinated design effort 1-70 Regional Transportation Facility 3 February 21, 2012 PZC Meeting that has been reshaped by available grant funding, extensive value engineering, recent direction from Town Council for keeping the modular on the property, and design feedback from the February 7, 2012 PZC Work Session. Development Standards Chapter 7.28 of the ADC includes Development and Design Standards that apply to the physical layout and design of all development in the Town. Following is an examination of the General Development Standards, Generally Applicable Design Standards, and the Mixed -Use and Non - Residential Design Standards. General Development Standards The application was evaluated by Staff against the General Development Standards from §7.28, ADC; the Project was found to be either: in compliance with the standards, not applicable to the standards, or requiring an AEC application. Table 1 demonstrates general conformance with the Development Standards: Table 1: Development Standard Compliance Development In Standards ADC Section Compliance Not Applicable AEC Parking & X Loading §7.28.020 X Access Drive §7.28.090(c)(2) X Req's §7.28.030 X Bicycle & §7.28.090(c)(3) Pedestrian §7.28.090(c)(4) X Connectivity §7.28.040 (e) X Bicycle Facilities §7.28.040(5) X Landscaping §7.28.050 X Screening §7.28.060 X Retaining Walls §7.28.070 X Fences §7.28,080 X Design Standards — Generally Applicable The application was evaluated by Staff against the Generally Applicable Design Standards from §7.28.090(c), ADC; the Project was found to be in compliance with all of the Generally Applicable Design Standards, and are listed in Table 2 below: Table 2: Design Standard Compliance General Design In Standards ADC Section Compliance Not Applicable AEC Site Disturbance X Envelope §7.28.090(c)(1) Site Design §7.28.090(c)(2) X Building X Materials/Colors §7.28.090(c)(3) Roofs (general) §7.28.090(c)(4) X Weather X Protection §7.28.090(c)(5) 1-70 Regional Transportation Facility 4 February 21, 2012 PZC Meeting Design Standards - Mixed -Use and Non-residential Design Standards The application was evaluated by Staff against the Mixed -Use and Non -Residential Design Standards from §7.28.0900), ADC; the Project was either found to be in compliance with the standards, not applicable to the standards, or requiring the processing of a concurrent AEC application. Table 3 indicates that some of the standards were found to be either not applicable or requiring AEC application. For standards requiring approval with a concurrent AEC application, please refer to Exhibit B and the AEC portion of this report, with initial responses to the AEC review criteria. Table 3: Mixed-use and Non Residential Design Standard Compliance Design In Standard ADC Section Compliance Not Applicable AEC Building Orientation §7.28.090(j)(3)(i) x Outparcels §7.28.090(j)(3)(ii) X Parking §7.28.090(j)(3)(iii) X Common Spaces §7.28.090(j)(3)(iv) X Building Design §7.28.090(j)(4)(i) X Compatible X Design §7.28.090(j)(4)(iii) Scale and Massing §7.28.090(j)(4)(v) x Development X Transitions §7.28.090(j)(4)(vi) Storefronts and Pedestrian X Entrances §7.28.090(j)(4)(vii) Roof Pitch §7.28.090(j)(4)(ix) X Windows §7.28.090(j)(4)(x) X Parking Structures §7.28.090(j)(5) x The PZC is charged with reviewing this Design and Development application against the following Development Plan and Design Review Criteria: §7.16.080(f), Development Plan (1) Evidence of substantial compliance with the purpose of the Development Code as specified in §7.04.030, Purposes; (2) Evidence of substantial compliance with the §7.16.090, Design Review. (3) Consistency with the Avon Comprehensive Plan; (4) Consistency with any previously approved and not revoked subdivision plat, planned development, or any other precedent plan or land use approval for the property as applicable; (5) Compliance with all applicable development and design standards set forth in this Code, including but not limited to the provisions in Chapter 7.20, Zone Districts and Official Zoning Map, Chapter 7.24, Use Regulations, and Chapter 7.28, Development Standards; and (6) That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services. 1-70 Regional Transportation Facility 5 February 21, 2012 PZC Meeting §7.16.090(f), Design Review (1) The design relates the development to the character of the surrounding community; or, where redevelopment is anticipated, relates the development to the character of Avon as a whole; (2) The design meets the development and design standards established in this Development Code; and (3) The design reflects the long range goals and design criteria from the Avon Comprehensive Plan and other applicable, adopted plan documents. Alternative Equivalent Compliance (§7.16.120) As submitted, and as noted above in Tables 1-3, the design of the Project diverges from a few of the applicable review standards. Below is a list of the standards that require the processing of an AEC application. The first standard relates to a site design principle, while the latter three relate to conflicts with architectural standards for "non-residential" development. §7.28.090(*)Q)(iii) Parking_ Parking shall be located behind buildings, underground or at the interior of the lot. Surface parking areas are prohibited between the front fagade of the building and the street. 7.2� 8 090(m)(4)(iii) Compatible Design. All buildings within a development, including freestanding and accessory buildings, shall be organized around an architectural theme in terms of the character, materials, texture, color and scale of buildings... Architectural features which create compatible design include: (1) Overhangs, (2) Canopies, etc. �7.28.090(0)(4)(v)(B) Scale and Massing_ Buildings greater than thirty (30) feet in height shall be designed to reduce apparent mass and visually anchor the building to the site by including a clearly identifiable base, body and top, with horizontal elements separating these components. §7.28.090(0)(4)(ix)(B) Roofs. All primary roofs and secondary roofs shall have pitches of no less than four -to -twelve (4:12) This AEC application must be reviewed concurrently with the Development Plan application. The PZC may approve the alternative design if they find that the proposed alternative meets the review criteria listed below. It is important to consider the context of this municipal use which is isolated, and in some ways designed to limit public access. This Property is intended to serve as "back -of - house" for various Town and regional transportation -related operations (i.e. transit, snow maintenance vehicles, repair, and storage). Pursuant to §7.16.120(d), Alternative Equivalent Compliance Review Criteria, the following criteria must be considered when considering the merits of this design plan: (1) The proposed alternative achieves the intent of the subject design or development standard to the same or better degree than the subject standard; (2) The proposed alternative achieves the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standard; (3) The proposed alternative results in benefits to the community that are equivalent to or better than compliance with the subject standard; and (4) The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of this ordinance. Responses to the AEC criteria demonstrating how the design improves upon the code requirements are included in (Exhibit E). 1-70 Regional Transportation Facility 6 February 21, 2012 PZC Meeting Avon Comprehensive Plan Amendment Background The Property was originally designated as a Specially Planned Area (SPA), the predecessor to what is now referred to as Planned Unit Development (PUD) zoning. PUD zoning was established for the Property in 1994 (Ord. 1994-19). The PUD defined allowable uses (e.g. Mechanical Equipment Storage, Transit Storage, Offices, CDL Training Course, etc.) and also set forth the typical development standards such as setbacks, site coverage, and height. The allowable height was set at 48'. The most recent amendment to the subject PUD was in 1998, whereby a new site plan and development standards were established. In 2008, the Town processed a rezoning application to change from PUD to Government, Park, and Employee Housing (GPEH). One of the driving forces behind the 2008 rezoning application was to permit the construction of employee housing as a use by right, which the then -current PUD did not contemplate. The GPEH zone district also increased the building height to 60'. Between gaining design approval in July 2009 for the previous bus barn plans and the most recent design effort, the Town adopted the Avon Development Code (ADC) and subsequently rezoned the Swift Gulch property to Public Facilities (PF). The height was inadvertently lowered to 40' when the ADC was approved, and the new Zoning Map changed the zoning of the property. Conflicts with ADC At the January 24, 2012 Town Council Meeting, this project was discussed and the conflict with the PF district's allowable height was highlighted by Staff. The PF zone district is intended to provide sites for public uses such as community centers, police and fire stations, and governmental facilities. The uses permitted in this district are identified by location in the Avon Comprehensive Plan. The Swift Gulch property is identified in the Avon Comprehensive Plan as the site for the Town's Public Works and Transportation Departments (Avon Comprehensive Plan (2006), Swift Gulch District 26 Planning Principles). The planning principles for the future development of the property do not provide specific details concerning the size, scale or dimensions for future facilities on the property. "Unless otherwise set forth in the Comprehensive Plan, the PF zone district dimensional requirements will apply to the Swift Gulch project (AMC, Sec. 7.20-080(e)), Public Facilities)." The proposed design of the Swift Gulch facility complies with the lot width, lot coverage, and setback requirements of the PF zone district. The maximum building height of the project is 52 ft. The maximum building height permitted in the PF zone district is 40 feet. Table 4: PF Zone District Dimensions (Table 7.20-11 AMC) Table 7.20-11 Dimensions for the Public Facilities (PF) District N i N N d C o C!t G1 c`CO 0 J J U. ?� Od d _ M C) cn cn to 2 n/a n/a 40' 60' 20' 20' 20' 40' n/a 1-70 Regional Transportation Facility 7 February 21, 2012 PZC Meeting As an alternative to amending the entire PF zone district, which may result in unintended consequences for other PF -zone properties in Town, it was determined that a Comprehensive Plan Amendment is the appropriate vehicle for addressing this height discrepancy. The proposed Comprehensive Plan Resolution (Exhibit F) and Strikethrough language will address the long term vision of the Swift Gulch property and allow for the currently designed 52' tall Bus Barn. The PZC must review the attached amendment and determine if it complies with the review criteria set for in §7.16.030(c), Comprehensive Plan Amendment, ADC; and listed below: (1) The surrounding area is compatible with the land use proposed in the plan amendment or the proposed land use provides an essential public benefit and other locations are not feasible or practical; (2) Transportation services and infrastructure have adequate current capacity, or planned capacity, to serve potential traffic demands of the land use proposed in the plan amendment, (3) Public services and facilities have adequate current capacity, or planned capacity, to serve the land use proposed in the plan amendment, (4) The proposed land use in the plan amendment will result in a better location or form of development for the Town, even if the current plan designation is still considered appropriate; (5) Strict adherence to the current plan would result in a situation neither intended nor in keeping with other key elements and policies of the plan; (6) The proposed plan amendment will promote the purposes stated in this Development Code; and, (7) The proposed plan amendment will promote the health, safety or welfare of the Avon Community and will be consistent with the general goals and policies of the Avon Comprehensive Plan. Recommendation Staff is recommending the three following actions: 1) Conduct a Public Hearing and Approve Resolution 12-02, thereby recommending approval of the Comprehensive Plan Amendment for the Swift Gulch District to Town Council; 2) Approval of the AEC application; and 3) Approval of the Major Design and Development Plan Recommended Motions Comprehensive Plan Amendment "I move to approve Resolution 12-02, Recommending Approval of the Comprehensive Plan Amendment for the Swift Gulch District." Alternative Equivalent Compliance "I move to approve the Alternative Equivalent Compliance application for the 1-70 Regional Transit Facility located on 1A, Swift Gulch Subdivision and Tract AA, Mountain Star Subdivision, citing the following findings: (1) The proposed alternatives achieve the goals and policies of the Avon Comprehensive Plan to the same or better degree than the subject standards; (2) The proposed alternatives result in benefits to the community that are equivalent to or better than compliance with the subject standards; and im1-70 Regional Transportation Facility February 21, 2012 PZC Meeting 8 (3) The proposed alternative imposes no greater impacts on adjacent properties than would occur through compliance with the specific requirements of the Design Standards. Major Design and Development Plan "I move to approve the Major Design and Development Plan application for the 1-70 Regional Transit Facility located on Lot 1A, Swift Gulch Subdivision and Tract AA, Mountain Star Subdivision, with the following findings and conditions: (1) The Major Design and Development Plan provides evidence of the following: a. Substantial compliance with the purpose of the Development Code as specified in §7.04.030, Purposes; b. Compliance with the §7.16.090, Design Review. c. Consistency with the Avon Comprehensive Plan goals and policies, as amended; d. Compliance with all applicable development and design standards set forth in the Development Code, or Alternative Equivalent Compliance has been warranted; and e. The property is adequately served by services including but not limited to roads, water, wastewater, fire protection, and emergency medical services. (2) Prior to the issuance of a building permit, the Comprehensive Plan Amendment must be approved by the Avon Town Council Exhibits A: Major Development Plan Reduced Plans B: Lighting Cut Sheets C: Retaining Wall Photograph D: 2009 Approved Reduced Plans E: AEC Written Evaluation — VMD Architects F: Resolution 12-02, Comprehensive Plan Amendment 1-70 Regional Transportation Facility 9 February 21, 2012 PZC Meeting Existing Conditions Entrance to Property off of Swift Gulch Road Transit & Public Works Modular Office Building & Bus Wash A1-70 Regional Transportation Facility February 21, 2012 PZC Meeting 10 Looking North towards upper Bench and Tract AA Looking down on Fuel Pump, office Building and Parking Storage, Fleet Maintenance Building & Parking 1-70 Regional Transportation Facility ,ally February 21, 2012 PZC Meeting 11 E-I&S COMITY IWAAOW ANVIOW VON Exhibit A C O L O R A I1 O Town of Avon, Colorado - 70 Regional Transportation Operation Facility sgnlp •mas L.d:I . o,k. VICINITY MAP - AVON, COLORADO Water WOMEN ........ . iW PLANNING AND ZONING DESIGN SUBMITTAL NOT FOR CONSTRUCTION FEBRUARY 21, 2012 CDM smith DENVER, COLORADO Environment Transportation F PROJECT SITE LOCATION MAP -AVON, COLORADO Energy Facilities Page 1 of 24 Exhibit A \ _ \ X 7547 \� OTTIAi D MAIN T E ER_I)AC \_ EXTENT OF�ELD TOPOGRAPt�Q-SURVEY z4\7 \ _ X580 / \ z� \�� \ - - SFX T O.W.=7571.6 i EX. BO.W.=7566.7 iX. -I_OCATI N O� EX. GAS ��N, -EX. T.O.V-.=7567.7 EX. B.O.W.=7563.0 E RMSETAlN1NG WALL � A Ex Tow.=X565.1 - -7570 EX._B.O.W.=7560.6 \ \ EX A4SE \V �A\�� EDGE OF ASP v S / EX. 30 -4, \ HALT __ ---- wv FES & INVERT IN=7538.56 = w- < \ w _ �© \ `� ' x\ & 2% � \ \\ ` \% � � / _ � � EX. STORMM EX. RIP- P OUTFAL \ $� GM®R M756 P �� IN ` _ _ - , , INVERT OUT=756 VLF EX. 36 . A �_ �� a �RCP� �y, \� 1000 GAL. SAND & IL Z FES, INVERT OUT --7522.1 0 \ \ \ �� r 11-�\ EX. G ARD AIL �/ _ _ - - tiY NTERC PT R, 8 X7524.4 �� A RM1-56 .21 - A INV. IN�75 4.1 \ \' 752�3X� � � w �� / �/ ® 75NV.0 UT=75633.9 BOLLARD (TY " F�.,INVERT OUT=X526.01 �-� 3e�4 ��I11� 0 � I EX. POND OUTLET STRUCTU 7524_7X 2" DIP A ` \// 2' WIDE WEIR GRATE EL.=7527.75 �'� i / �� CONC. AN (TYP.) 20� GRATE ON EAST FACE OF STRUCTURE \ VER OU 752-5.10- =1.2'X1.2' AT EL. 7524.9 ES, % / ELECTRIC (TYP.) 9 INVERT OUT=7523.63 �� / z. � ti ON BOLLARD (TYP.) I 7529 5X 0 EDGE OF IRE I a� I III \ \ ^ - F� EXISTItG. SAf�ITARY SEWER MANHOLE ELECT IC /J EX. ASPHALT BIKE 20 f \\ ¢ I \ ASPHALT RIM -7564.90 AN A 1111\1 \ PL NI \ PATH \ �- t,A�/• I / I X. SPLI RAIL FEN INV (S)=7559.50 c �N 93' 8" PVC ®5% FX EDGE 3 PHALT \ EX. STORM MANHOLE FES, INVERT OUT=75��\2, � \ \ \ \ RIM=7565.21 f INV. IN (E)=7561.3 } \ \ M�EININ ALL INV. IN (N)=7561.3 WALL TYP.) \ ePs INV OU 1117 61.1 S �a 190,- 46.4 LF EX. 12" PVC ®3.1% �V 4�- EXE ��� EX. INLET, RIM=7563.05, RCP ` INV IN=7559.82, INV. OUT=7559.6 7 3.4 3 EX. STORM MANHOLE EX. BOULDE 3 LF EX. 18" RCP ELECTRIC TRAN'S i RIM=7537.30 WALL (TYP.) 0 \ ON C NC. PAD X INV IN=7528.30 Ss 1DOD GAL SA NN1D & OIL - GRAPHIC SCALE NV OUT=7528.10 EX. STORM MANHOLE \ ` IN PTbR,, RIM=7 63.35 0 50 75 100 RIM=7540.36 V .55 RIM= INV IN=7533.6 AI OU 6 !� INV 0UT=7533.6 � INV. TOPOGRAPHIC MAP �N 4 INV. ( IN FEET) WAS PROVIDED BY EX. STORM MAN�iOL \� \T \ 69% 7� 9 \���EX. 71 LF RIM=7547.8 1 inch = 50 ft. INV. IN=7433.5 �� Gee © F� ��� . OTHERS , � `RI XST INV. OUT=7433.4 1$ \ 49 X8' Computer File Information Sheet Revisions As Constructed TOWN OF AVON Project No. Code Colorado Department of Transportation Creation Date: 11/23/11 Initials: JEB O 1 FIR SUBMITTAL 12-1-11 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY 222 S. 6th St., Room 100 Last Modification Date: 11/XX/11 Initials: JEB 2 75% Desi n Submittal NFC 1/12 No Revisions: EXISTING CONDITIONS PLAN I Phone: 970-248-7230 Full Path: P:\TOA10001\DWG\MASTER\ O 3 Revised: Designer: JEB Structur Drawing File Name: Ex-Cond.dw Numbers °°°"R""`"� °` """'�`°�"°°" FAX: 970-248-7294 9 9 O 4 Detailer: REGION 3Void: Sheet Number 05 Acad Ver. 2006 Scale: 1" = 50' Units: English O 5 Sheet Subset: Subset Sheets: PATOA10001\dwg\Master\Ex-Cond.dwg, 1/12/2012 4:54:40 PM, Babcock Page 2of24 Exhibit A EX. B.O.W.=7563.0 mrcinnvrN',rvALL 7570.71 _..._ .. �I I 1, 1 111 � I I I I STORAGE SHEDS EX. T.O.W.7565.1 -7570 ��� ;�_ A 7575. EX. B.O.W.-7560.6 _ / O S A EX. 309 LF 8" DIP �,7 �� _ BOLLAR_D �TYP.� - - - - - - - o.o._ �O �- EDGE OF AS - - - - wv FUEL PUMPS \ w I w w 11 \\\\ ( \ FES & INVERT IN_=7538.56 _ - - T_ I \ \ \ \ \ \\\ \ w ` 7568.65 7569 00 _ -. _ _ _` - �. _ - -£I=FS-F�N6- -� £ \ w _ EX. STORM MANHOLE= - - ASPHALT I \\ \\\\ \ \\ \ I CMP �/ _ - - - _ - RIM=7567.85 37 LF EX 6" PVC a CANOP\ INVERT OUT=7564.35 20 5 EX j/ �� 1000 GAL SANDS & IL 40 LF EX..__-APPROX. OdAT10 OF INTER PT R, 6" P C EX: A A DFgAIN FUEL TA RI 1=56 .21 X. AREA DRA 7568.566.7 I� INV. IN 75E4,11 76793_ I \\ EX SANITARY EWER -) D TM=7567 68, 0 7566.0 \� O O�RIM=7568.72 T 31 w / I I N V. OUT- 7563.9 \BOLLARD (TY�I ® 7565.60 � _ �`�� _ INV. (S)=8761.12 �n2" DSP \�`� T % 2' WIDE v o WOOD LANDING w , CONC. PAN (TYP.) 0' W/ STAIRS AC. UNITS\\ ELECTRIC SERVICE- ------§ � 4"PVC \ \�__ ON BOLLARD TYP. �� � m ` WOOD LANDING 25'X. STOR NSE A.C. UNIT o x W/ STAIRS\ � RTM1ri569 4� � m F_ _ _ INV. Ci X567.- EDGE OF TREE �� ro WOOD RAMP 756&w' _ _ _ LOCK - II EXISTlt. SANITARY SEWER MANHOLE LC SERVI E WOODSTAK ELCITH WALL \� y \\ ASPHALT RIM=7564.90 AND MET 568.11 X \ INV (S)=7559.50 I l SPLI RAIL FEN \� ® I ® 30�► OD BH ECK V 93' 8" PVC ® 5% 75 6.40 EDGE ® 8" DI ' OF AKHALT �. EX. STORM MANHOLE }� ' I N f RIM=7565.21 7565.81 I f EX. 174 LF 8" PVC ® 1.13% f r INV. IN (E)=7561.3 M3E fiET ININ ELECTRI SERVICE \ INV. IN UT 7561.3 �6''��WALL (TYP.) \ � ePs / INV OUT=761.1 7.5 LF STORM PIPE ON BOLL RD (TYP.) S \ 46.4 LF EX. 12" PVC @ 3.1% 1 SPH EX. INLET, RIM=7563.05, i 75.44 k„ RCP \ \ INV IN=7559.82, INV. OUT -7559.6 `X EX. 485 LF 8" DIP 7 '3.4' 7565.08 EX. 2' X 2 STORM s5.6 ®2. I 36 LF EX. 18" RCP V INLET RIM -7565.23 F ELECTRIC TRANS. \ t7 = NV OUT=7561.54 / 2' WIDE I ON C NO. AD 4=WlpE CONC. PAN (TYP.) � CONC. PAN (TYP.) � I 1000 GAL. SA lD & OIL h _ 17540.36 ANHOLE�V IN PT'bR,, RIM=7 63.3 / MANHOLE - \ V. IN RROZ556. 8" DIP =7533.6 / RIM=75 . \ OU 6.5 _ 1 =7533.6 � ��r \ / I,I��E)=7553.6 ss 64.98 A UTILITY 0u EASEMENT / I �S I APPROX. LOCATION OF _ 5� INV. (SW)=7553 71- _ ` _ EX. 259 LF 8" PVC ® 2.4% EX. 4" PVC NVERT 75 G% //? X. 71 LF 8" PVC ® 3.0% ss EX. STORM MAN�iDI y. 0 \ V ee _ _ _ RIM=7547.8 \� \ ,Q A'Cp <F / X. ST M MANHOLE _ J I EX. SANITARY SEWER MANHOLE INV. IN=7433.5 G /FI - 61.16 / - _ RIM=7566.91 INV. OU �F 1a �� 49, /8"\ / NV. IN= OX. 7551.3-____I �EXISTINf ss INV. (N)=8761.15 ASPHA INV. (W)=8760.95 NV. OUT=7541. ( )- INVERT OUT=7539.79 D 1 EX. 8„ EX. STORM MANHOLE <F �� - - _ EX. INLET PVC RIM=7547.35 V - - - - ATE_ 7566. EX 1000 GA SAND &OIL INV. IN (N)=7538.9 �\ \\ 7(9-R -�- - - - - - _ INV. UT=7562.20 L INV. IN (N)=7535.1 v� - - - - INTERCEPTOR _ - cO - - - - - _ - - - - RIM=APPROX. 7566.0 INV. IN (E)=7535.2 �� \ \ MSE RETAINING -INV. IN=APPROX. 7559.8 \� - - - - _ 7568. NV. OUT=APPROX. 7558.4_ - INV. OUT (W)=7535.0 �� 4� WALL (TYP) - - - - S%YIFT GFFk 18 ss 13.4 LF-€. 18"SCP EX. SANITARY SEWMANHOLE GRAPHIC SCALE R M 547.97 �� \\ C��CH RCP \ �j CTRIC/ D 4 LF EX. 18" RCP EX STORM TRA2 V 0 50 75 100 INV. OUT -7542.53 EX. R LE \ ` 117 _ M=7ON 560 10NC. PA r A 44 LF 8" PVC 3% 0 MANHOLE Tr TOPOGRAPHIC MAP _, �" - - E� EX. SANITARY SEWER MANHOLE � � � ___ INV. IN=APPROXSoZ556.6 ( IN FEET) WAS PROVIDED BY RIM=7560.78 \ \ \ \ NV. OUT=7540.4„ \ ORtLMANH- LE \ 1 inch = 50 ft. OTHERS INV SW)=751.78 \ \ = 048 INV (SW)=7541.78 Computer File Information Sheet Revisions As Constructed TOWN OF AVON Project No. Code Colorado Department of Transportation Creation Date: 11/23/11 Initials: JEB O 1 FIR SUBMITTAL 12-1-11 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY 222 S. 6th St., Room 100 Last Modification Date: 11/XX/11 Initials: JEB 2 75% Design Submittal NFC 1/12 No Revisions: EXISTING CONDITIONS PLAN 11 Phone: 970-248-7230 Full Path: P:\TOA10001\DWG\MASTER\ O 3 Revised: Designer: JEB Structur el Drawing File Name: Ex-Cond.dw Numbers °°`"R'"`"� °` """'�`°"'"°°" FAX: 970-248-7294 9 9 O 4 Detailer: REGION 3 Acad Ver. 2006 Scale: 1" = 50' Units: English O 5 Void: Sheet Subset: Subset Sheets: Sheet Number O6 PATOA10001\dwg\Master\Ex-Cond.dwg, 1/12/2012 4:55:40 PM, Babcock Page 3of24 Exhibit A </ j��/ IIH Xj��%_i//o � GRAPP\IIC SCALE \0 � 75 100 i ( IN FEET) / aH 1 inch � 50 ft. aH / 71411Z/ II ii / EXISTING ENGINE HOIST � / BH ,, I� oll lilllol SII III IIIIII� /� EXTENT OF�ELD _ TOPOGRAPHI SURVEY Bq kTA I \ ` ' X TO.W.=7571.6 7Z88 SE \ ESO. %7566.7 -R-E TAWN G TOPOGRAPHIC MAP —EX. T.O.W =7567.7 / / /OCK S"LE 5 �� I I EX. B.o W.=7563.0 — MSF—RETAWMG WALL / 7570.71 �� I I I I I III I I I — � � WAS PROVIDED BY_- V���,, I,I OTHERS —� STORAGE SHEDS L\ \\ — — Colorado Department of Transportation 222 S. 6th St., Room 100 Phone: 970-248-7230 °°°"R""`"� °` """'�`°�"°°" FAX: 970-248-7294 REGION 3 Computer File Information O O O O Sheet Revisions As Constructed No Revisions: TOWN OF AVON 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY EXISTING CONDITIONS PLAN III Project No. Code Creation Date: 11/23/11 Initials: JEB 1 FIR SUBMITTAL 12-1-11 Last Modification Date: 11/XX/11 Initials: JEB 2 75% Design Submittal NFC Full Path: P:\TOA10001\DWG\MASTER\ __1Z12 3 Revised: Designer: JEB Structur Drawing File Name: Ex—Cond.dw 9 9 4 Detailer: Numbers Void: Sheet Number 07 Acad Ver. 2006 Scale: 1" = 50' Units: English 5 Sheet Subset: Subset Sheets: PATOA10001\dwg\Master\Ex-Cond.dwg, 1/12/2012 4:56:00 PM, Babcock Page 4of24 Exhibit A \ \ \\ \\ 11' LA�SASPHALTAtHD BASE);MPB` - Bow9®s /,Ac 691 6" PVC \\ - 11 pa es \ (DEMO OTRU EXISTING MSE WALL]1 ?�2' WIDE / 7,2 f i PROPOSED MSE WALL WIZU 2' CONS ON�B" CLASS 6 ROAD BASE); o s. 7 5 71 1. -� - -+69.4 \ R 0 ED WALL & EXTEND), �\ WIDEN iiR91US AND TIE / x_4.4%�( o f 2% \ MSOPWSED HAND RAIL RELOCATE EXISTING i A II \ \\ INTO EXISTIN�4SPHALT j/ O / 69+ \ SHEDS PER TOA' _ OSED MATCHLINE 1 ���, �, '(w ' ` � �\ �•�\ c \ �' .�-�� , - ,:- 0 3�1' � 66.2 57/ 5%/ PROPOSED 4' I� 9 STORM MANHOLE ) \ 6, X XISTING FUEL TANKS Z�� s \ (ADJUST RIMS -REQUIRES Z �� 7% 6 T. 8, p0.5' CUT ABOVE TANKS -A 0 \\ \\ 15 LF 18" 3.79 67. 2 671 sa.s PLACE CONCRETE SLAB Z \ \\ \\\\�� \� i1',y ! -HDPE RELOCA� 67.$ SNOW STORA�E/ \ p 67.5 6i ` .t s A TANKS cP\\\ �\\ �\ \ 9 ROPOSED EXISTING SAND d, �.o's LANDSCAPE BUFFER 1 1, ♦3 167 LF 18' 66 ' " - / GG q C INLET HDPE INSTALOIL INTERCEPTOR I I, PROPOSED 2' j 3% RAIL PR POSED ' FF 67.5 6.7 1 oICA GRAVEL PROPOSED 8" THICK = -�i� 8. SHOULDER CONCRETE APRON 1.5 �. .6 66. I 76.1%.5 01 S I or + 66.2 6.2 4 11'x20' • \ \� J �_T G 7 4.4% ® X66 66.5 S CES \ �% 14UCe -615'' INSTALL RAIL 0, \ I / • L ,9� I�uc PROPOSED SPACE\E / �. PROPOS D 2' 6" PVC BUS STORAGE BUILDING o 6 6 CONCR PAN ® 66 INLET PROPOSED , o+ _ 66FFE = 66 5.5 se RELOCATID PROPOSED 4' P �, CONCRETE EXISTING SAND e ' � 0' \ \ o g, OIL INTERCEPTOR s PROPOSED 8" THICK _66 PAN SP CES I1 � IF CONCRETE APRON . BIKE RACK (1 SPACE 36' c�\ Z%�:, PER 10 PKG SPACES) I 21'-i PH \ \ \ 9 66.471 ` r \ %# 65:2 2%/ \ G� • 66" 178 12" �\ `•s KE s 97 p PVC o EXISTING FLEET \L ,0 65.47 67 pp" MAINTENANCE BUILDING ss 84 LF 18' G �� F i HDPE 65.9 fl b9 -66 66 I (7 13'x50' TO REMAIN V A� Q0 BUBU SPACES Ll. �6' w woo 65.9 65.6 �R POSED STORM } E 65. 5. 1 �A �F 18 +66.e4 a I \ v -HDPE S i t \\\ \ \ �E' 47.544 c PRELIMINARYPROPOSE FEBRUARY 10, 2012 +sem INLET NOT FOR CONSTRUCTION ��� �� "+ BP Ce LE AIN EN z N E v A �� a _ - _ RK NG ON Y \ �\ REMOVE ss- ��- 12 spa es • PORTION OF \ \ STING ALL z,z �5��+ �� ��, a air 67.5 GRAPHIC SCALE 0 50 75 100 FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG- ® CALL 811 \ / EXISTING SAN 01 \� (a1-80 OTIFIC1DO)\ © _ RCEPTOR TO �ENCHb1ARK \ ( IN FEET ) UTILITY NOTIFlCAlION * - \ \ � _ - REM \\ CENTER OF COLORADO (UNCC) _ STQRM MANHOLE , 1 inch = 50 ft. www.uncc.org RIM LF ATION=7560. Computer File Information Sheet Revisions As Constructed TOWN OF AVON Project No. Code Colorado Department of Transportation Creation Date: 11/14/11 Initials: JEB 1 FIR SUBMITTAL 2-10-12 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY -- �1 222 S. 6th St., Room 100 ALPINE Last Modification Date: 2/7/12 Initials: TSL 2 No Revisions: GRADING PLAN I Phone: 970-248-7230 _ Full Path: P:\TOA10001\DWG\MASTER\ 3 Designer: TSL Structure Revised: S o S -O FAX: 970-248-7294 - - Numbers EPS"EM EN_INEERINcINC. Drawing File Name: Prop-Site.dwg 4 Detailer: REGION 3 o s=s-33,5 o Acad Ver. 2006 Scale: 1 = 50' Units: English 5 Void: Sheet Number 10 9 Sheet Subset: Subset Sheets: Page 5of24 FOR BURIED UTILITY INFORMATION THREE3 BUSINESS DAYS / BEFORE YOU DIG CALL 811 (a 1-900-922-1987) UTILITY NOTIFICATION CENTER OF COLORADO (UNCC)/— www.uncc.org PI ELI!INA Y \ EIR AR l'� 10, Z�2 / /I / / / / i MATCHLINE 2 NOVF R SCO STRTIO IF E XISTING DRAINAGE CHANNEL DSECTO TION MODIFYNOT CONFORM AS R QUIREID. \ \\GiAPHIC�SC� 0 � 50 75 100 � �/ / / / / / / / / / /%//��/// � / /®• I` 6 s /BL ND PR POSED * / sx \ \ \ ( IN FEET) / / / ANNE INTO EXISTfNG i / s I T&G TO \ PROPOSED D€EHRIS FLOW DIS DESIGN \ \ PARAMETERS WERE PJ AQMDED BY OTIjERS`S / 15' WIDE DITCgi+3"BOTTOM, 3' HE+GHT, / \ 2:1 SIDE SCOPES. TYPE L RIP,RICP. / r` .e \ QQNJRA=R-SE-LESTED RETAINING WALL WITH MODULAR BLOCK VENEER. / TOW 78 RETAINING WALL DESIGN SHALL / BOW 72 CONFORMIO•-THE-REGUIIREMENTS -,-137 LF 18" RCP —SPECIFIED IN THE CDOT BRIDGE ® 4.5%; \ \ DESIGN MANUAL. T� \ —1ew -.. 7��2' WIDE ASPHAA�t07cB-(6=-tfPB— eow = 6s ON�B" CLASS 6 ROAD BASE); --- / koo 6• 11' LANDS WLIU 2_HOULD♦E�5..... ... NI N'R*DIUS AND TIE INTO EXIST]N%C-*SPH ALT I`� Vmw" I 0 5.3% 5.3% Exhibit A t...� � CINDER 2%, ♦ // / STORAGE `TOW = 7610 BOW = 07.5 r ///,j �5..7%2 4.4R/ �. ♦�--_ 7 .'/ ///��O /� �� / / ��/ l / // r BOW =A02 / TOW = 7 EMPLOY 2 BOW ,=�/ PERMANE T PARKING ON PROPOSED CUR � &GUTTER - — I 602 1902 BOW09 _766 \ COt�TR),CTOR SELECTED RETAI WALL. RETAINING WALL DESIGN / s PUBLIC ORKS y� ;SHALL CONFORM TO IfHE ADMINISTRA4 OIN fl REQUIREMENTS SPECIFIED INHE, BUILDINGN ` CDOT BRIDGE DESIGN MANUA ., / l PROPOSED \ i♦ ' 111 ' r I I I I I I I I I// / \ FIFE = 91/92? IPER 10PKG RACK (1SSPACE PACES) II 11 1 � 69 6" PVC \ N i \ 11 Pa es / +69.4 \ R 0 ED 4.4%` i" — 2% \ PROPQSED HAND RAIL - \ MSE WAIL / 69+ C \ \ 1 h �9' t•� I IL 2� 1 I I 57/ PROPOSED 4' I STORM MANHOLE Colorado Department of Transportation 222 S. 6th St., Room 100 ALPINE Phone: 970-248-7230 _ Sero FAX: 970-248-7294 — E M- ENGINEERING INC. REGION 3 Computer File Information 141 Creation Date: 11/14/11 Initials: JEB 1 \`--- 2 Full Path: P:�TOA10001 �DWG�MASTER� 162 LF Drawing File Name: Prop-Site.dwg HDPE (I Acad Ver. 2006 Scale: 1 = 50' Units: English 5 - --' y o0 9.5% / i ROP S OUTDOOR SED COMMON \` GUA — INL _ T 83 SPACE - -- 5.3% 5.3% Exhibit A t...� � CINDER 2%, ♦ // / STORAGE `TOW = 7610 BOW = 07.5 r ///,j �5..7%2 4.4R/ �. ♦�--_ 7 .'/ ///��O /� �� / / ��/ l / // r BOW =A02 / TOW = 7 EMPLOY 2 BOW ,=�/ PERMANE T PARKING ON PROPOSED CUR � &GUTTER - — I 602 1902 BOW09 _766 \ COt�TR),CTOR SELECTED RETAI WALL. RETAINING WALL DESIGN / s PUBLIC ORKS y� ;SHALL CONFORM TO IfHE ADMINISTRA4 OIN fl REQUIREMENTS SPECIFIED INHE, BUILDINGN ` CDOT BRIDGE DESIGN MANUA ., / l PROPOSED \ i♦ ' 111 ' r I I I I I I I I I// / \ FIFE = 91/92? IPER 10PKG RACK (1SSPACE PACES) II 11 1 � 69 6" PVC \ N i \ 11 Pa es / +69.4 \ R 0 ED 4.4%` i" — 2% \ PROPQSED HAND RAIL - \ MSE WAIL / 69+ C \ \ 1 h �9' t•� I IL 2� 1 I I 57/ PROPOSED 4' I STORM MANHOLE Colorado Department of Transportation 222 S. 6th St., Room 100 ALPINE Phone: 970-248-7230 _ Sero FAX: 970-248-7294 — E M- ENGINEERING INC. REGION 3 Computer File Information 0 0 Creation Date: 11/14/11 Initials: JEB 1 Last Modification Date: 2/7/12 Initials: TSL 2 Full Path: P:�TOA10001 �DWG�MASTER� 3 Drawing File Name: Prop-Site.dwg 4 Acad Ver. 2006 Scale: 1 = 50' Units: English 5 I ° 1 L Sheet Revisions FIR SUBMITTAL 2-10-12 — ,f& POSEDI l ♦C INET85.0 76 � •.. a � I III f I III I 2 MOEXISTING (DEMMSE WALL O WALL,I III I III I F CONSTRUCT �\i WALL &EXTEND) MSI I f 11 ll \ 1 ELpCATE EXISTING SHEDS PER TOA �`MATCHLINE 1 � As Constructed TOWN OF AVON Project No./Code 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY No Revisions: GRADING PLAN II Revised: Designer: TSL Structure Detailer: Numbers Void: Sheet Number 11 Sheet Subset: Subset Sheets: Page 6of24 Exhibit A FOR BURIED UTILITY INFORMATION THREE(3)BUSINESS DAYS BERE YOU CALL 811 DIG ITY NO➢FICATO CENTER COLORADO (DNCC, www.0\ \ 11 11 \ 10 11111 11111111111 of 11 1 1 1 1 111111 <<I 1111��� PRELIMINARY I 1 I I / // �// / //� \ \ 1 °� 1 \ \ \ \\ 1 1 1111 1 1 I 1 1\\ \\11 FEBRUARY 10, 2012 NOT FOR CONSTRUCTION 00' I I �\ \� \IIIA � IIII IIIIIIIII III I III IIII I I I \111 I �I I I I IIII 11 I II I III11 1 II I� � II 11 111///) \ 11 1 1, 11111 ' 10 /GRADE 1 1 I 111 11 1111 IIIIIII11111 II / / / / / / l I / / /j//l////! / 110�II ;•'' 111111111111111111111 DEFINE ANDIN I NAGE OVE THE EXCHANNEL ISTING / AI / ^/J"�• \\\ \ \\ \ \ \ 1 I I IIII l l l / / / / � / /% �j l l / / / � �� — / ;�•� � � `��.�®\\ � � \�� \\\\ 1 1 1 III I I I I 1 I I I I I I I I I �, ,o% �\ \ 1 1 I 11 1 \ I / / / / / l / / / / / i,//�/ �i/�% i "• \� \\\�\ 1\\� III I 1 II 1 I 1 ► 1 llllll BOW \a \\\ \ \ \ 1111 111 I I I I I I I I l l I I 10% ,f3 11 I lI 11/llllll, // TOW = O6 + '. \ -, +1 ;, 11 1 1 1 I I �' // / // / GRAPHIC SCALE 2.2% TOW = 76130 50 75 100 I I I I II l / ��/�r o a PROPOSED BOW = 09 / CONCRETE WALL 1 _L /�l it I l�lll II / / / / / / / / i / / �� it /i - �� /• 1 /// I/llllll/ 11 l CINDER • ( IN FEET ) STORAGE 22. 1 inch = 50 ft. /lli l% �jl� llll l l l l l BOW - a��5 - J/ / MATCHLINE 2 Colorado Department of Transportation Computer File Information Sheet Revisions As Constructed TOWN OF AVON Project No. Code Creation Date: 11/14/11 Initials: JEB 1 FIR SUBMITTAL 2-10-12 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY �1 222 S. 6th St., Room 100 ALPINE Last Modification Date: 2/7/12 Initials: TSL 0 2 No Revisions: GRADING PLAN 11 -- Phone: 970-248-7230 _ Full Path: P:\TOA10001\DWG\MASTER\ 3 Revised: Designer: TSL Structure S o S - ON 970-248-7294 EPMEM — — ENGINEERINGINC. Drawing File Name: Prop—Site.dwg 4 Detailer: Numbers REGION 3 s o szs-33,3 s-33=� Acad Ver. 2006 Scale: 1 = 50' Units: English 9 0 5 Void: Sheet Subset: Subset Sheets: Sheet Number 12 Page 7of24 2012 APPLICATION FLOOR PLAN FOOTPRINT AREA = 28,917 SF 2009 APPLICATION FLOOR PLAN FOOTPRINT AREA = 40,401 SF � / 7 —\ / /I —_ CINDER I 1 �� 7 /1 I STORAGE I I \ 1 1 TEMPORARY BUS PARKING -1777 T�'�--r-�r _�- j ----- �f f \ \ \ \ \ 1 \\ \ \-----------' / / // / / / / //////^�%i/ / /// 1/ \ \ �\ \ // / / I 11// / // //% %//// /jlJllllll(1�ij — — — — — — — Ill I � // // // / //\I 7 \ \\ \ \\ \\ \\ \\ \�-- -- // // // /i%////// /d/ IlIll \ \\ / IIII j 1 1 1 1 1 1 II111 / l lll ll l � 1111 I 1I11Ijlllll // / ll� 111111111.IImlll�pll��j//l�/I/ `\ \ \\ `\ ♦\ `� \ _---' / /// Z/ / /-_ / /�7/� PUBIIC�Iomm III1� �1 I IIuIIlo111I�1/l 1/l1/Ill % \ I AONNSIR7I�ION III I o O / �I l Ilrnllrnlllo 11 I I/// / 9y�gNp OII IMI 011111 II IIII I \ \ � / // -__--/ /� \ \\ IIII I1 II"II I Ij111111 I II IIII - -�/ '// ///tel/G \ 1 I I I \'\ 1 1 I 111 1I IIII 111111j1 I Wit II11 I I 111111111111j1111I1111111���11111111 \ 1I\I\\1I/II/�llIjll���l�I�IIl111j111�1yG \\\. CO _ \ \ \ \ \\1//Il1I/lIlll l I IIIIIIIIjI l �- -- ---- � \C`\ \IIII//lIl/IIIIIIIIIIIIIIII 11� \\\\\�\111111 ���11111���IIjj111111111�11j1�11 11 �J//-\\// V \\ \\\\\il111111111IIIIIIII111111II11�\\ \ 1\ I I IIIIII1111111111111111��1\\\\��\ \ \\ \ //. \ BUILDING 111111 1j1111 111111 1j1111 /1111111 I._ '41 5 J 4 8 Exhibit A 1 " = 40' T® zo II \ I II TOWN OF AVON, COLORADO FILE NAME site overlay DWG IIIIIIIIII�II�IIIlllll� I I FLEET MAINTENANCE I I I / II BUILDING 111111 1j1111 111111 1j1111 /1111111 I._ '41 5 J 4 8 Exhibit A 1 " = 40' T® zo Page 8 of 24 DESIGNED BY: — PROJECT NO. 67418-83134 TOWN OF AVON, COLORADO FILE NAME site overlay DWG DRAWN BY: - SHECHK'D BY: — ET Smith 500 SWIFT GULCH ROAD SITE 17E PLAN SHEET N0. CROSS CHWD BY. - 1-70 REGIONAL TRANSPORTATION 2008 AND 2012 BUILDING FOOTPRINTS 0 1/12 — — 75% DESIGN SUBMITTAL — NOT FOR CONSTRUCTION APPROVED BY - 1711, SI -1 Suil.1100 Ge ,,C08o2o2 EXHIBIT A REu N0. DATE DRWN CHKD REMARKS DATE; JANUARY 2012 7.1:(303)383-2300 OPERATIONS FACILITY Page 8 of 24 r 20 f�1\ Q a \� o \ V 10 a a C BUS STORAGE BUILDING 9 0 Exhibit A 9 ePoees - /EMPLOYEE I I i PERMANENT paces I Pa ® GRAPHIC SCALE 0 60 90 120 ra es ( IN FEET 1 inch = 60 ft. 40.00 0 0 0 6.00 25.85 NTS BUS -40 feet Width : 8.50 Track 8.50 Lock to Lock Time 6.00 Steering Angle :39.30 SP C S 36' z1' P:\TOA10001\DWG\WorkWuto-Turn-Studies.dwg, 1/16/2012 2:16:40 PM, Babcock Page 9of24 \ \ \ O Assumptions and General Notes: 1, AASHTO 2001 BUS -40 is the design vehicle.\ 2. This simulation does not account for driver \ \ \ sp eS 9 \� variability or driver skill. 3. Simulation run at 5 MPH. Colorado Department of Transportation Computer File Information Sheet Revisions As Constructed TOWN OF AVON Project No./Code Creation Date: 11/23/11 Initials: JEB O 1 FIR SUBMITTAL 12-1-11 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY 222 S. 6th St., Room 100 ALPINE Last Modification Date: 1 /11 /12 Initials: TSL 2 75% Design Submittal NFC 1/12 No Revisions: VEHICLE TRACKING PATHS Phone: 970-248-7230 � Full Path: P:\TOA10001\DWG\WORK\ O 3 Revised: Designer: JEB Structu r DEPA—ENT OFPaRr FAX: 970-248-7294 ENGINEERING Nc. Drawing File Name: Auto —turn —study.dwg O 4 Detailer: Numbers REGION3 a s=e -33,a sze 33so Acad Ver. 2006 Scale: 1" = 60' Units: English O 5 Void: Sheet Subset: Subset Sheets: Sheet Number 29 P:\TOA10001\DWG\WorkWuto-Turn-Studies.dwg, 1/16/2012 2:16:40 PM, Babcock Page 9of24 LEGEND cno QUAKING ASPEN (POPULUS TRMULOIDES] - 2-1/2" U CALIPER MIN (B+B) 0 JH CREEPING JUNIPER (5 GALLON) (JUNIPERUS MEDIA - z PHITZERIANAAUREA] - 6'-0" SPACING Q 2. WEED BARRIER CLOTH OVER ALL LANDSCAPED AREAS. I< CANADA RED/SHUBERT [PRUNUS VIRGINIANA] - N 2-1/2" CALIPER MIN (B+B) ALL CURB EDGES (DOUBLE LAYER, TYP). 0 RS RUSSIAN SAGE (5 GALLON) Q RIVER ROCK (5"-8" COBBLE) - DOUBLE LAYER z SOIL MIX WITH PEAT/COMPOST. w NG/W NATIVE GRASSES/WILDFLOWER SEED MIX w (ALL DISTURBED AREAS)* m 6. ALL OUTLYING DISTURBED AREAS, INCLUDING RETAINING WALL LANDINGS, TO BE HYDROMULCHED WITH NATIVE GRASSES/WILDFLOWER EVERGREEN [PINUS MUCO] - 5-0" TO 12'-0" (B+B) _ (FILL GAPS ALONG SOUTHERN PROPERTY LINE)* - RABBIT BRUSH, SPACED 10'-0" APART, INCLUDING RETAINING WALL o O 36" DIAMETER FLOWER PLANTERS - LAKE STREET o COLOR* w RB RABBIT BRUSH [CHRYSOTHAMNUS NAUSEOUS G.] (5 m GALLON FOR REVEGETATION) - 10'-0" TO 12'-0" AT U ALL RETAINING WALL LEVELS* w O m m w O BASIS OF DESIGN LANDSCAPE NOTES: w NOTE: THIS DRAWING REFLECTS THE OWNER'S INTENT AS A BASIS OF DESIGN. � IT IS THE RESPONSIBILITY OF THE CMAR CONTRACTOR TO COORDINATE, Q CONFIRM, AND/OR MODIFY THIS DRAWING THROUGH A COLORADO STATE z LICENSED LANDSCAPE ARCHITECT. ANY MODIFICATIONS TO THIS DESIGN Li SHALL BE COORDINATED AND PRESENTED TO THE TOWN PRIOR TO FINAL m APPROVAL. Li 0 w Q m 0 a- m O U z w U LA cn Q z O cn U) Li w 0 m m m 0 Li 0 O m m co z CD w 0 0 z Q cn Z ow w7; rz wo cn o w� mw U�N �w CD ~ Fy J cn J Qz w =D („ 0 0 �O 0 1/12 - - N w OU � NO. DATE DRWN CHKD 75% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION REMARKS CINDER STORAGE \ 1 NG/W I / / TEMPORARY BUS PARKING /,— /r- EMPLOYEE y'PERM PAR11 ibit A NG/W RS R NG/W PUBLIC WORKSI I III I I I II ISI Il of I Ito I II I I C l Ill/ I Ill I l /, RS ADMINISTRATION I I I l o l I I I o I I N I 1 1 BUILDING' 1 1 1c') \ 1 1 1 1 Illh v - RS ___-- 1 11 I I I I I I II l 1 \ \ NG W JH JH COMMON JH JH C JH JH JH NG%W JH�, PP AREA J C POP h vv� V AIIIIIIIII/Illllllll III I 11 JH P RB NG /W RB PO RB RB_ RB_ _ RB RB vv �� --- IIII IIIIIII IIIIIII I I I� / v \\\ G/W NRB IIII III /IIII I ` / 0, vv v �� �� �%� \ ! F �� III IIII /IIII\VAV� �� v ,, _ _ _ �0`I I IIIIIII II I I I I IIII 1 VAS \VAS � \\ \ � i I I C£TON D"� I III II/,I „I Il / NG/W IAB �g.. ' o \1111` �`c,¢/���s'v s _ ------ C�TTONWO5D o 'A* �, i vae o � � � BUS STORAGE I \ \ BUILDING ° RB a I I Ato F1 CE �O QOI a I \ r v xR tP - 5 i V/ I I \ \ \ \ \ \ a FLEET / I I R R PRS MAINTENANCE �? - RJ i BUILDING I RSOP I I 1 I I I �\ M0� RS I I I I ltc� '11VI - I 4Es r � �� DESIGNED BY: - DRAWN BY: - cDM_ SHEET CHK'D BY: Smith CROSS CHK'D BY: - 555 17th Street, Suite 1100 APPROVED BY: - Denver, CO 80202 DATE: JANUARY 2012 Tel: (303) 383-2300 \ — — RB - 1_LFF, 11 ucr j TOWN OF AVON, COLORADO 500 SWIFT GULCH ROAD 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY 1 " = 40' 20 0 40 PROJECT NO. 67418-83134 FILE NAME: CBSPL201.DWG LANDSCAPING PLAN SHEET NO. 1 L-1 75% SUBMITTAL - NOT FOR CONSTRUCTION Page 10 of 24 z 1. 6" TOPSOIL ON ALL DISTURBED AREAS Q 2. WEED BARRIER CLOTH OVER ALL LANDSCAPED AREAS. 0 3. 5"-8" RIVER ROCK COBBLE ON TOP OF WEED BARRIER CLOTH AT ALL LANDSCAPED AREAS UP TO EDGES OF ALL PLANTINGS AND OUT TO ALL CURB EDGES (DOUBLE LAYER, TYP). 4. TREE AND SHRUB HOLES TO BE DUG 2x (TIMES) THE ROOT BALL WIDTH AND 2x (TIMES) THE ROOT BALL DEPTH. BACKFILL WITH AMENDED SOIL MIX WITH PEAT/COMPOST. O 5. BURLAP TO BE REMOVED FROM ALL ROOT BALLS PRIOR TO w PLANTING. 6. ALL OUTLYING DISTURBED AREAS, INCLUDING RETAINING WALL LANDINGS, TO BE HYDROMULCHED WITH NATIVE GRASSES/WILDFLOWER MIX. z 7. ALL OUTLYING DISTURBED AREAS TO ALSO BE REVEGETATED WITH - RABBIT BRUSH, SPACED 10'-0" APART, INCLUDING RETAINING WALL o LANDINGS. w 8. NG/WF BASIS OF DESIGN BY APPLEWOOD SEED CO. (303) 431-7333 w NATIVE GRASSES AT A RATE OF 10# PER ACRE: m FHGR MIX (INDIAN RICEGRASS, SIDEOATS GRAMA, MOUNTAIN BROME, O BOTTLE BRUSH SQUIRRELTAIL, BLUE GRAMA, ARIZONA FESCUE, SANDBERG BLUEGRASS, PRAIRIE JUNEGRASS) AND/OR 0 HGMR MIX (BLUE WILDRYE, MOUNTAIN BROME, ALPINE BLUEGRASS, IDAHO FESCUE, CANBY BLUEGRASS, TUFTED HAIRGRASS) Li m WILDFLOWER MIX AT A RATE OF 8# PER ACRE: Q WXMX MIX (DESERT MARIGOLD, DEERHORN CLARIA, OREGON SUNSHINE, zCALIFORNIA POPPY, PERENNIAL GAILARDIA, BIRDS EYE, TIDY TIPS, BLUE Q FLAX, ARROYO LUPINE, PRAIRIE ASTER, BLAZING STAR, EVENING = PRIMROSE, PENSTEMON, RM PENSTEMON, CALIFORNIA BLUEBELL, PRAIRIE CONEFLOWER, GLOBEMALLOW, GREENTHREAD) 9. ALL ITEMS MARKED WITH AN ASTERISK (*) BASIS OF DESIGN BY o APPLEWOOD SEED CO. (303) 431-7333. U 10. EXISTING PINE ALONG SOUTH OF PROPERTY TO BE PROTECTED AND o REMAIN INTACT. NEW SPECIES IDENTIFIED IN THIS PLAN ARE TO BE IN ADDITION TO THE EXISTING PLANTINGS. m W O m w NOTE: THIS DRAWING REFLECTS THE OWNER'S INTENT AS A BASIS OF DESIGN. � IT IS THE RESPONSIBILITY OF THE CMAR CONTRACTOR TO COORDINATE, Q CONFIRM, AND/OR MODIFY THIS DRAWING THROUGH A COLORADO STATE z LICENSED LANDSCAPE ARCHITECT. ANY MODIFICATIONS TO THIS DESIGN Li SHALL BE COORDINATED AND PRESENTED TO THE TOWN PRIOR TO FINAL m APPROVAL. Li 0 w Q m 0 a- m O U z w U LA cn Q z O cn U) Li w 0 m m m 0 Li 0 O m m co z CD w 0 0 z Q cn Z ow w7; rz wo cn o w� mw U�N �w CD ~ Fy J cn J Qz w =D („ 0 0 �O 0 1/12 - - N w OU � NO. DATE DRWN CHKD 75% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION REMARKS CINDER STORAGE \ 1 NG/W I / / TEMPORARY BUS PARKING /,— /r- EMPLOYEE y'PERM PAR11 ibit A NG/W RS R NG/W PUBLIC WORKSI I III I I I II ISI Il of I Ito I II I I C l Ill/ I Ill I l /, RS ADMINISTRATION I I I l o l I I I o I I N I 1 1 BUILDING' 1 1 1c') \ 1 1 1 1 Illh v - RS ___-- 1 11 I I I I I I II l 1 \ \ NG W JH JH COMMON JH JH C JH JH JH NG%W JH�, PP AREA J C POP h vv� V AIIIIIIIII/Illllllll III I 11 JH P RB NG /W RB PO RB RB_ RB_ _ RB RB vv �� --- IIII IIIIIII IIIIIII I I I� / v \\\ G/W NRB IIII III /IIII I ` / 0, vv v �� �� �%� \ ! F �� III IIII /IIII\VAV� �� v ,, _ _ _ �0`I I IIIIIII II I I I I IIII 1 VAS \VAS � \\ \ � i I I C£TON D"� I III II/,I „I Il / NG/W IAB �g.. ' o \1111` �`c,¢/���s'v s _ ------ C�TTONWO5D o 'A* �, i vae o � � � BUS STORAGE I \ \ BUILDING ° RB a I I Ato F1 CE �O QOI a I \ r v xR tP - 5 i V/ I I \ \ \ \ \ \ a FLEET / I I R R PRS MAINTENANCE �? - RJ i BUILDING I RSOP I I 1 I I I �\ M0� RS I I I I ltc� '11VI - I 4Es r � �� DESIGNED BY: - DRAWN BY: - cDM_ SHEET CHK'D BY: Smith CROSS CHK'D BY: - 555 17th Street, Suite 1100 APPROVED BY: - Denver, CO 80202 DATE: JANUARY 2012 Tel: (303) 383-2300 \ — — RB - 1_LFF, 11 ucr j TOWN OF AVON, COLORADO 500 SWIFT GULCH ROAD 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY 1 " = 40' 20 0 40 PROJECT NO. 67418-83134 FILE NAME: CBSPL201.DWG LANDSCAPING PLAN SHEET NO. 1 L-1 75% SUBMITTAL - NOT FOR CONSTRUCTION Page 10 of 24 z ow w7; r� wU Cf)O III ry w cf) N �w C Fy JU-) J F-- < Z --Qz w =D �0 C„ 0 0 0 0 N w ocf) N D Ory LEGEND RAINBIRD 100—RESBSERIES PLASTIC VALVE OA RAINBIRD RWS—M—B—C-1402 ROOT WATERING SYSTEM RAINBIRD LFV100 SERIES LOW—FLOW VALVE © RAINBIRD DRIP IRRIGATION —XP-20PC (20GPH EMITTER) —# OF EMITTERS PER SHRUB TO BE CALCULATED BY LANDSCAPE GARDENER —XT -700 XERI TUBING 8 QUICK COUPLER/BLOWOUT (1 PER ZONE) 0 HUNTER XC HYBRID SERIES —DC 12—STATION CONTROLLER ------- 12AWG MULTI—STRANDED WIRE PIPING OR TUBING, TYPICAL BASIS OF DESIGN IRRIGATION NOTES: 1. RAINBIRD 100—PESB SERIES PLASTIC INDUSTRIAL VALVES, TYPICAL. 2. RAINBIRD RWS—M—B—C-1402 (0.5GPM) ROOT WATERING SYSTEM, TYPICAL (2 PER TREE, TYPICAL) 3. RAINBIRD 1812—PRS SPRAY HEADS, TYPICAL. 4. RAINBIRD R13-18 ROTARY NOZZLES, TYPICAL. 5. SQUARE VALVE BOXES (12"-24"), TYPICAL. 6. ROUND VALVE BOXES (10") FOR BLOWOUTS, TYPICAL. 7. 1" SCHEDULE 40 PVC, TYP ALL IRRIGATION PIPING. 8. HUNTER XC HYBRID DC CONTROLLER, TYP (NO ELECTRICAL CONNECTION REQUIRED). 9. ALL DC SOLENIODS, TYPICAL. 10. 12AWG MULTI—STRANDED WIRE FOR ALL VALVES, TYPICAL. 11. OWNER KNOWS OF "NO EQUAL" FOR ITEMS LISTED. NOTE: THIS DRAWING REFLECTS THE OWNER'S INTENT AS A BASIS OF DESIGN. IT IS THE RESPONSIBILITY OF THE CMAR CONTRACTOR TO COORDINATE, CONFIRM, AND/OR MODIFY THIS DRAWING THROUGH A COLORADO STATE LICENSED LANDSCAPE ARCHITECT. ANY MODIFICATIONS TO THIS DESIGN SHALL BE COORDINATED AND PRESENTED TO THE TOWN PRIOR TO FINAL APPROVAL. 0 1/12REV — NO. — DATE DRWN CHKD N0. 75% DESIGN SUBMITTAL — NOT FOR CONSTRUCTION REMARKS / I - -- -- ------ -- / 1 / /r /:/ moo° /• EMPLOYEE PERM i / v �� �� / •�•'�!/ Ill v i i i / .• / Ill 7,/ PUBLIC i BUILDI / ...• \ I \ \\ \ \ \ \ \ \ \ — — — _ ••�•` �i/ _ — � jPv --7w 45' COMMON \ V V ---- •r•�O • /-� 1— i 225° � u.Y...ruY.......... • / // �j --�– 22.5: —757 _ __-- _— /' �_ / / // /� I 1e I :••••• iQ \ \ ■e •• •.•r� — — _ _ –� = 45 / / i \ V`tt-V-ll_– 0 _ o 45'1 TON f� CY „I� I�l'l, IIII III ,vvI I�: �•v i i o,. II1 I 1 IIII 11111 V (f/ 4 '� 1111 I I\\\ II IIIIIIIIII \ I� / `V♦ 9 y, \\ / O ■Y.y,........WY........W W... 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PACKARD SHEET CHK'D BY: CROSS CHK'D BY: APPROVED BY: DATE: JANUARY 2012 CSDM 555 17th Street, Suite 1100 Denver, CO 80202 Tel: (303) 383-2300 TOWN OF AVON, COLORADO 500 SWIFT GULCH ROAD 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY PERFORATED SCREEN WALL PROJECT NO. 67418-83134 FILE NAME: SHEET NO. 0A1 Page 17 of 24 ROOFING: VERSAPANEL ROOF SYSTEM BY CENTRIA -M STEEL ROOF SUPPORT BRACK- ET, 4X8 TUBULAR STEEL: SHERWIN WILLIAMS POLANE PLUS POLYURETHANE ENAMEL SEMI -GLOSS TREE BRANCH SW7525 OVERHEAD DOOR: STORMITE 625 ROLLING SER- VICE DOORS ROOF SYSTEM COLOR: 9912 SAGE BROWN SIGNAGE: DIMENSIONAL LETTERS SIG- NAGE-LPS SERIES CUT METAL W/ BACK LIT BY ASI SIGNAGE WINDOWS: TRIFAB VG 451 T (THERMAL) ALUMINUM WINDOW SYSTEM BY KAWNEER: POWDER COAT- ED FINISH, MEDIUM BRONZE OVERHEAD DOOR: THERMACORE 596 SERIES INDUSTRIAL BROWN FINISH COLUMN: PLASTER/STUCCO FINISH 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY, AVON, CO WALL SYSTEM: VERSAWALL WALL PANEL SYS- TEM BY CENTRIA SNOW GUARDS: PIPE STYLE STANDING SEAM ROOF SNOW GUARDS BY ALPINE SNOW GUARDS WALL SYSTEM COLOR 1: 5012 MARBLE STONE PANELS: #058 ASHLAND CUT FULL COLOR RANGE LIMESTONE BY GALLEGOS COLOR BOARD 02.15.2012 WALL SYSTEM COLOR 2: 9933 CYPRESS OLIVE EXTERIOR LIGHT FIXTURE: RUTHERFORD SCONCE STEEL HARDWARE WITH ETCHED AND CLEAR GLASS BY RESTORA- TION HARDWARE SCREENWALL: ECOSCREEN PERFORATED SCREEN WALL BY CENTRIA, 40% OPEN AREA STAGGRED cmith listen. think. deliver. Page 18 of 24 1 2 3 4 5 1 1 1A-14 1A-15 10•_5" 26'-4" 27'_6" 25•_0• 25,_0" 25,_0• 16•_0" '-0" 10•_5" 156'-2" 8'-3" 56'-4" 22'-6" 70,-4" 7'- 9'-3" VAULT V-2" WA HEOUI ENT A-105 ROOM I A-10 LUBE iV CANOPY ABOVE - "i I m � CANOPY AOOVE COLUMN STONE t WALL UGHT (TYP) A004 o1 _N iV BI ILER BUS BUS SERVICE BAY OOM o A FIN. FLOOR = j01'-6" A} 118 m I AND FUELING 1 .1 A-106 N N %7\0 -- L TRASH I& RECYCLE I CONTAINERS II _ (TYP) CAGED BOOP M o ACCESS � ILAODER N WITH PL.},TFORM INTERME TATE AND GUARDRAIL COLUMN "p ABOVE 0 0 STORAGE N I � c I N I I I 3 -2" LEVEL 1 FLOOR = 100'-0" EL 7566.00 (DOUM) o 2 I o LEVEL 2 FLOOR li to -14 N I (ABOVE) I � I -------------------- ----------- --- =---_-----__-- - _- --_- -----_----- ---------- � - - - -- li INTERMEDIATE WOMEN'S o COLUMN ELEVATOR I ,4_110 ELEVATOR li JANITOR'S ELEVATOR CLOSET A-115 N CLOSET I I II STAIR NO. Y A c' nor I • ^^ A-117 I = I rn - I, A-113 I ° p a1 I JANITOR MEN'S I I o 0 N ri 40" N PERFORATE SCREEN WqL ELECTRICAL ROOM I A-103 26'-4" 26'-4" MINIMUM SHALL BE ADDED FOR A-15 __I 'I I PUBLIC :NTRANCE A-112 I N N I e❑ I w 25'-0" IL' -2"I L Exhibit A 1/16" = 1'- 0" 8 4 0 8 i6 LEVEL 2 FLOOR Q 40" N 1/16" = 1'-O" FIRE RISE 27'-6" SHEET NO. 1A-1 MINIMUM SHALL BE ADDED FOR O 1/12 — — 75% DESIGN SUBMITTAL — NOT FOR CONSTRUCTION EQUIPMENT. 126'-8 BREAKI 2. SEE "P" DRAWINGS FOR FLOOR 156'-2 A-11 TRANSIT STA POREMAN IDISPATCH A A-111 ^ LEVEL 1 FLOOR Q COLUMNS ARE SHOWN. CONTRACTOR 1A-14 PLAN N 1/16" = 1'-O" A-15 __I 'I I PUBLIC :NTRANCE A-112 I N N I e❑ I w 25'-0" IL' -2"I L Exhibit A 1/16" = 1'- 0" 8 4 0 8 i6 LEVEL 2 FLOOR Q PLAN N 1/16" = 1'-O" PROJECT NO. 67418-83134 FILE NAME: ABSPL101.DWG NOTES: 1. ADDITIONAL ROOF LOAD OF 12,000Ibs SHEET NO. 1A-1 MINIMUM SHALL BE ADDED FOR O 1/12 — — 75% DESIGN SUBMITTAL — NOT FOR CONSTRUCTION EQUIPMENT. 2. SEE "P" DRAWINGS FOR FLOOR SLOPES AND DRAINS. 3. DOWNSPOUTS TO CONNECT TO UNDERGROUND STORM SYSTEM. 4. MAXIMUM NUMBER OF INTERIOR COLUMNS ARE SHOWN. CONTRACTOR TO COORDINATE ECONOMY IN DESIGN WITH OWNER DURING FINAL DESIGN. Go OH Page 19 of 24 DESIGNED BY: P REISHUS DRAWN BY: F. DE GUZMAN SHEET CHK'D BY: C. BELLAN CROSS CHK'D BY: E. GAUNDo APPROVED BY: DATE: JANUARY 2012 CDM smith 55517th Street, Suite11W DenveRGOW202 Tac(3W)M3-23oo TOWN OF AVON, COLORADO 500 SWIFT GULCH ROAD 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY BUS STORAGE OVERALL FLOOR PLAN PROJECT NO. 67418-83134 FILE NAME: ABSPL101.DWG SHEET NO. 1A-1 O 1/12 — — 75% DESIGN SUBMITTAL — NOT FOR CONSTRUCTION .�, NO. DATE DRWN CHKD REMARKS Page 19 of 24 1 T T T 5 6 7 7.8 8 �10'—26'-4" 27'-6" 25'-0" � 25'-0" � 25'-0" � 18'-0" �'-0"�10'-5" ROOF PLAN NI 1/16" = 1'-0" Exhibit A 1/16" = 1'— 0" 8 4®6 Page 20 of 24 DESIGNED BY: P REISHUS DRAWN BY: F. DE GUZMAN SHEET CHK'D BY: C. BELLAN CROSS CHK'D BY: E. GALINDo APPROVED BY: DATE: JANUARY 2012 CDM smith 55517th Street, Suite 11W Denver, GO W2021 Tel;(303)M3-2300 TOWN OF AVON, COLORADO 500 SWIFT GULCH ROAD 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY BUS STORAGE OVERALL ROOF PLAN PROJECT NO. 67418-83134 FILE NAME: ABSPL104.DWG SHEET NO. A-9 0 1/12 — — 75% DESIGN SUBMITTAL — NOT FOR CONSTRUCTION .�, NO. DATE DRWN CHKD REMARKS Page 20 of 24 Exhibit P A E C D E F G H 3 1A-16 1/8• = V- O" € 2 j 1A-14 4 2 0 4 8 n n 8'a C n � PERFORATED SCREEN 4 a WALL (BEYOND) 1A-16 ORNAMENTAL DOUBLE LOCK 12 OUTRIGGER (TMP) T.O. ROOF STRU (CUPOLA ROOF) STANDING SEAM i 3 �- 150-0" 1 i METAL ROOF PANEL 1A-16 12 TRANSLUCENT DOUBLE LOCK STANDING �3 GLAZING SYSTEM SEAM ROOF PANEL (TYP) VERTICAL METAL PANS EAVE HEIGHT (CUPOLA ROOF) EXIT CANOPY 1 1A-17(SIM) 142'-10.5" = EXIT SIGNAGE I 1A-17DOOR o ,gyp �1 4 RESP H ( GLASS (TYPICAL) ) TIAL OVERHEAD V / EAVE HEIGHT DOOR (TMP) FASCIA t t 3� 134'-2" e i STEEL ROOF 1�4 SUPPORT BRACKET 12 �.;- �--} FASCIA PANEL EAVE8 HEIGHT a a NOW FENCE P 124 (TY ) i STEEL ROOF '" T.O. ROOF STRU L02 ER 1ROOF r SUPPORT BRACKET AVON F EGIONAL 12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LEVEL 2 FIN FLOOR Bus T TRANSPORT TION FACILITY 11s' -o" i EXIT SAVE HEIGHT 115'-10" STEEL ROOF SUPPORT BRACKET STONE VENEER BLDG SIGNAGE 2 APPROXIMATE GRADE I HHEIFI�- ��FEE ��F� .. .. STONE VENEER (SEE CIVIL DRAWINGS) r � (TMP) � + N. FLOOR = 100'-0"� t FIN. FLOOR = 100'-0" EL 7566.00 (DATUM) EL 7566.00 (DATUM) D STONE VENEER WEST (TYPICAL) ELEVATION i 1/8" = 1'-0" H G.5 G F E D 1A' 17(np) C B A 3 5 2 ORNAMENTAL OUTRIGGER " T.O. ROOF STRU (CUPOLA ROOF) 1A-14 STONE VENEER 150'_0" �3 (TYP) SNOW FENCE L EAVE HEIGHT (CUPOLA ROOF) (TYP) I DOUBLE LOCK SEAM DOUBLE PANpLNDING = 142'-10 5" 1 STANDING SEAM (TMD) 1A_17 1 ROOF PANEL 3 i 1—R: OOF STRU (MAIN ROOF) VERTICAL METALI 142'-2" TRANSLUCENT PANEL DOUBLE LOCK NDING GLAZING SYSTEM PERFORATED SCREEN SEAM ROOF PAN L CANOPY WALL (BEYOND) VERTICAL METAL (TMP) 1/4 1� PANEL SAVE HEIGHT SNOW FENCE i 134'-2" 12 (TYPICAL) �3 VERTICAL METAL PANEL (TYP) 12 - '� 1A-13 - FASCIA LI 7= T.O. ROOF STRU (LOWER ROOD SAVE HEIGHT 121'_1" 124•_8" LEVEL 2 FlN FLOOR 3 AVON RGIONAL SAVE HE ns'-o" - I - - - - - - - - - - - - - - - TRANSPORTA ION FACILITY BuswnsH STEEL ROOF 120'-3" SUPPORT BRACKET EAVE HEIGHT (LOWER ROOF) ENTRANCE l 115'-10" (BEYOND) VERTICAL METAL PANEL j (BEYOND) PUBLICNTRANCE ENTRANCE CANOPY ENTRANCE CANOPY _ EEDEDE LED�E8 EF���� ��� D� ENTRANCE SIGNAGE ENTRANCE SIGNAGE a 4 QF I a � FIN. FLOOR - 101'-6" FIN. FLOOR = 100'-0" E--- L-ul --- L 7566.00 (DATUM) j STONE VENEER OVERHEAD SECTIONAL N4BOLLARD (TYP) DOOR WITH GLASS APPROXIMATE GRADE EAST LITES (TMP) OVERHEAD SECTIONAL DOOR (SEE CIVIL DRAWINGS) ELEVATION (TMP) STEEL ROOF STEEL ROOF SUPPORT BRACKET SUPPORT BRACKET DESIGNED BY: P REISHUS PROJECT NO. 67418-83134 CDM TOWN OF AVON, COLORADO DRAWN BY. F. DE GUZMAN FILE NAME: ABSEL201.DWG SHEET cHK'D BY: C. BELLAN smith 500 SWIFT GULCH ROAD BUS STORAGE SHEET NO. 0 1/12 — — 75% DESIGN SUBMITTAL — NOT FOR CONSTRUCTION CROSS CHK'D BY: E. GALINDo 55517th Street, Suite11W 1-70 REGIONAL TRANSPORTATION BUILDING ELEVATIONS I APPROVED BY: DenveRGO W202 1 A-1 2 .�, NO. DATE DRWN CHKD REMARKS PATE, JANUARY 2012 Tec(303)M3-23W OPERATIONS FACILITY Page 21 of 24 Exhibit P 1/8.=1._0.1 4 2 0 4 8 \MENTAL ;IGGER CANOPIES (BEYOND) VENEER ND) Page 22 of 24 ACCESS LADDER TO UPOLA ROOF CTyp ] Q Q Q 6 Q 1 5.2 5 () A T 1 AC ESS DOOR 7 1 SNOW FENCE (TYP)T DOUBLE LOCK ` 1A-15 CLERESTORY 1A-14 PLATFORM AND 1A-18 GU RD RAIL STANDING SEAM r T.O. ROOF STRU CUPOLA ROOF GLAZING SYSTEM ROOF PANEL 150'-0 DOUBLE LOCK SNOW FENCE - EAVE HEIGHT CUPOLA R00 STANDING SEAM ROOF PANEL 142'-10.5" i 3 T.O. ROOF STRU MAIN - 142'-2" ❑❑❑❑ ❑❑❑4'-0'❑ ❑❑❑❑❑❑ ORNAMENTAL OUTRIGGER (TYP) PERFORATED SCREEN WALL (TYP) - CANOPY (BEYOND) I € Y mmm EAVE HEIGHT 124-8" J 1 ❑❑❑❑ ❑ SAVE HEIGHT (MfilN ROOF 120._3.. I I I I ❑ ❑ I I I ❑® APPROXIMATE GRADE (SEE CIVIL DRAWINGS) - TYPICAL 4 IN FLOOR i 101'-6" o a i FIN FLOOR = 100'-0` EL 7566.00 (DATUM) _ ,___ ___-__�r__ ___________ _____r 1 _____r 4 r r (OLIVE, ) r WINDOW S¶EEL ROOF 1 2 FR 3 q 1 �1A-_18 SUPPORT BRACKET RE: H AC 1A-18 1A-18 1A-18 1A-18 1A-18 FRAME AND r' STEEL ROOF SUPPORT BRACKET ASSEMBLY VERTICAL MTL PANEL (BEYOND) (SIM) WINDOW AND (T'�) - NORTH (SIM) UNE OF BUS STORAGE FRAME ASSEMBLY ELEVATION VERTICAL PANEL METAL FLOOR (BEYOND) BEsiGNED BY: P REISHUS DRAWN eY. F. DE GUZMAN SHEET cHR'D ev: C. BELLAN CROSS CHWD BY: E. GAUNOo APPROVED 6Y: DATE, JANUARY 2012 CDM smith 55517th Street, Suite 11W Denver, CO W202 Tec(303)M3-23W TOWN OF AVON, COLORADO 500 SWIFT GULCH ROAD 1-70 REGIONAL TRANSPORTATION OPERATIONS FACILITY BUS STORAGE BUILDING ELEVATIONS II PROJECT NO. 67418-83134 FILE NAME: ABSEL202.DWG 1 SHEETNO. 1A _ 13 0 1/12 — — 75% DESIGN SUBMITTAL — NOT FOR CONSTRUCTION DATE DRWN CHKD REMARKS .�, NO. Page 22 of 24 EAVE HEIGHT (CUPOL 142 -10.5 PERFORATED SCREEN EAVEEAVE HEIGHT _i24-8 WINDOW AND FRAME ASSEMBLY VERTICAL METAL PANEL SYSTEM (WALL=R-13+R-5.6 CI) APPROXIMATE GRADE (SEE CML DRAWINGS)- FIN. RAWINGS)-FIN. FLOOR 101'-6" FIN. FLOOR=100'-0" EL 7566.00 (DATUM) 150-0" CLERESTORY WINDOWS STONE VENEER ON METAL STUD (SEE ELEVATIONS FOR TYPE AND LOCATION) — EXTENDED PURLINS FOR ADDITIONAL FRAMING SUPPORT (TYP) T.O. ROOF STRU (CANOP 124'-10' STUCCO FINISHED SQUARE COLUMN (PAINT) SNOW -MELT SLAB (SEE HVAC DRAWINGS) APPROXIMATE GRADE (SEE CIVIL DRAWINGS) - FIN. FLOOR = 100'-0" EL 7566.00 (DATUM) 12 3( REMARKS Exhibit A E F NG/H 1/8 1. 011 DOUBLE LOCK �-' �� 4 2® 7 �'!T`f�2J77 3 STANDING SEAM A-1 - METAL ROOF PANEL END WALL COLUMNS AND BEAM 12 12 PER MTL BLDG MFR 5 ADDITIONAL BRACING/FRAMING FOR DOOR AND EQUIPMENT - FINAL _ - I PLACEMENT TO BE COORDINATED WITH BUILDING MANUFACTURER AND EQUIPMENT. / STRUCTURAL FRAME (BEYOND) 1 CLERESTORY 1 WINDOWS 12 I SNOW FENCE (TYP) X1/4 I I EAVE HEIGHT 134'-2" DOUBLE LOCK STANDING SEAM METAL ROOF PANEL WOMEN'S 1 RESTROOMCORRIDO OFFICE i i i I A-222 A-200 A-211 i I - I 12 3 LEVEL 2 FINFLOOR 119:_0:: E1AVE15'-0" HEIGHT I I EOR EOR I I EORo I i VERTICAL METAL BusPANEL SYSTEM STORAGE A-100 m I I WO EN'S (WALL=R-13+R-5.6 CI) oI A- 10 STONE VENEER El EIEIEE�O CONCRETE FOUNDATION (SEE STRUCTURAL DRAWINGS) I I I ® FlN. FLOOR 2 100'-6" + I L OVERHEAD SECTIONAL::_ BUILDING DOOR WITH LONGITUDINAL /II `_____ J VISION LITE (TYPICAL) SECTION 1 __ - - - (BEYOND) 36" DIA 142" HIGH COLUMN PROTECTOR (TYPICAL) � 6� D UBLE LOCK STANDING Y SEAM METAL ROOF PANEL C)SS BRACING STRUCTURAL FRAME 1 (TYPICAL) POLY -WRAPPED I I BATT INSULATION PER MANUFACTURER, 1 1 (ROOF=R-13+R-19) T.O. ROOF STRU (MAIN ROOF) 1 I I I AND RAILING (TYPICAL) Y i 142'-2" 3 ADDITIONAL BRACING/FRAMING FOR LINER PANEL DIA x 42" HIGH _ t___ ___ _________ ____ __ _______ -------------------- 8'-0" A.F.F. COLUMN PROTECTOR - t`-_1 BY MANUFACTURER (TYPICAL) DOOR AND EQUIPMENT - FINAL (TYP) LINER PANEL BUILDING FLOOR DRAIN (TYPICAL) PLACEMENT TO BE COORDINATED A.F.F. (SEE PLUMING DRAWINGS) BY MANUFACTURER SECTION REMARKS Exhibit A E F NG/H 1/8 1. 011 DOUBLE LOCK �-' �� 4 2® 7 �'!T`f�2J77 3 STANDING SEAM A-1 - METAL ROOF PANEL END WALL COLUMNS AND BEAM 12 12 PER MTL BLDG MFR 5 ADDITIONAL BRACING/FRAMING FOR DOOR AND EQUIPMENT - FINAL _ - I PLACEMENT TO BE COORDINATED WITH BUILDING MANUFACTURER AND EQUIPMENT. / STRUCTURAL FRAME (BEYOND) 1 CLERESTORY 1 WINDOWS 12 I SNOW FENCE (TYP) X1/4 I I EAVE HEIGHT 134'-2" DOUBLE LOCK STANDING SEAM METAL ROOF PANEL WOMEN'S 1 RESTROOMCORRIDO OFFICE i i i I A-222 A-200 A-211 i I - I 12 3 LEVEL 2 FINFLOOR 119:_0:: E1AVE15'-0" HEIGHT I I EOR EOR I I EORo I i VERTICAL METAL BusPANEL SYSTEM STORAGE A-100 m I I WO EN'S (WALL=R-13+R-5.6 CI) oI A- 10 STONE VENEER El EIEIEE�O CONCRETE FOUNDATION (SEE STRUCTURAL DRAWINGS) I I I ® FlN. FLOOR 2 100'-6" + I L OVERHEAD SECTIONAL::_ BUILDING DOOR WITH LONGITUDINAL /II `_____ J VISION LITE (TYPICAL) SECTION 1 __ - - - (BEYOND) 36" DIA 142" HIGH COLUMN PROTECTOR (TYPICAL) � 6� D UBLE LOCK STANDING Y SEAM METAL ROOF PANEL C)SS BRACING STRUCTURAL FRAME 1 (TYPICAL) POLY -WRAPPED I I BATT INSULATION PER MANUFACTURER, 1 1 (ROOF=R-13+R-19) FIN. FLOOR = 100'=0' ' °-" EL 7566.00 (DATUM) OUTLINE OF FLOOR Z,.. DRAIN (BEYOND) PRE-ENGINEERED STAIR AND RAIL 3 (BEYOND) 1A-1 PROJECT NO. 67418-83134 FILE NAME: ABSSC301.DWG BUS STORAGE SHEET NO. BUILDING SECTIONS I 1A-14 Page 23 of 24 T.O. ROOF STRU (MAIN ROOF) 1 I I I � II I 'I Y i 142'-2" 3 ADDITIONAL BRACING/FRAMING FOR 36" DIA x 42" HIGH _ t___ ___ _________ ____ __ _______ -------------------- COLUMN PROTECTOR - t`-_1 (TYPICAL) DOOR AND EQUIPMENT - FINAL LINER PANEL BUILDING PLACEMENT TO BE COORDINATED A.F.F. BY MANUFACTURER SECTION WITH BUILDING MANUFACTURER (TYPICAL) AND EQUIPMENT (TYP) DESIGNED BY: P REISHUSTOWN VERTICAL METAL OF AVON, COLORADO DRAWN BY, F. DE GUZMAN smith 500 SWIFT GULCH ROAD PANEL SYSTEM C. BELLAN I CROSS CHK'D BY: E. GALINDo (WALL=R-13+R-5.6 CI) 1-70 REGIONAL TRANSPORTATION oveD BY. 555 17th Street, Suite 11 W STUCCO FINISHED OPERATIONS FACILITY DATE JANUARY 2012 Tai°iia i°53=3 SQUARE COLUMN (PAINT) BUS STORAGE SNOW -MELT SLAB � (SEE HVAC DRAWINGS) A-100 i i i i I I FIN. FLOOR = 100'=0' ' °-" EL 7566.00 (DATUM) OUTLINE OF FLOOR Z,.. DRAIN (BEYOND) PRE-ENGINEERED STAIR AND RAIL 3 (BEYOND) 1A-1 PROJECT NO. 67418-83134 FILE NAME: ABSSC301.DWG BUS STORAGE SHEET NO. BUILDING SECTIONS I 1A-14 Page 23 of 24 1 I I I � II I 'I 36" DIA x 42" HIGH _ t___ ___ _________ ____ __ _______ -------------------- COLUMN PROTECTOR - t`-_1 (TYPICAL) LINER PANEL BUILDING 8'-0" A.F.F. BY MANUFACTURER SECTION 2 (TYPICAL) DESIGNED BY: P REISHUSTOWN OF AVON, COLORADO DRAWN BY, F. DE GUZMAN smith 500 SWIFT GULCH ROAD SHEET CHK'D BY: C. BELLAN CROSS CHK'D BY: E. GALINDo 1-70 REGIONAL TRANSPORTATION oveD BY. 555 17th Street, Suite 11 W OPERATIONS FACILITY DATE JANUARY 2012 Tai°iia i°53=3 FIN. FLOOR = 100'=0' ' °-" EL 7566.00 (DATUM) OUTLINE OF FLOOR Z,.. DRAIN (BEYOND) PRE-ENGINEERED STAIR AND RAIL 3 (BEYOND) 1A-1 PROJECT NO. 67418-83134 FILE NAME: ABSSC301.DWG BUS STORAGE SHEET NO. BUILDING SECTIONS I 1A-14 Page 23 of 24 Exhibit P \H/ 1/$1, = 11_ U„ 4 2 0 4 8 JI I I I I I j I I I ` I CUPOLA ROOF (BEYOND) END WALL COLUMNS AND BEAM PER MTL BLDG MFR j TRANSLUCENT GLAZING 2 T.O. ROOF STRU (CUPOLA ROOF) SYSTEM (BEYOND) 150'-0" 2' X 4' SLOPED SUSPENDED I / ADDITIONAL BRACING FRAMING FOR DOOR AND EQUIPMENT -FINAL ACOUSTIC TILE CEILING PLACEMENT TO BE COORDINATED T.O. OF STRU (MAIN ROOF) WITH BUILDING MANUFACTURER 142•_2" AND EQUIPMENT. DOUBLE LOCK 2 DOUBLE LOCK STANDING zSEAM METAL ROOF PANEL STANDING SEAM 12 METAL ROOF PANEL 1/4 PERFORATED SCREEN WALL i (TYP) 2 12 �3 - i POLY -WRAPPED BATT INSULATION PER 1 21E14 MROOF=R URER, 12 �� (ROOF -R 13+R-19) T.O. ROOF STRU LOWER ROOF (SIM) X1/4 / �� r� 1 ( ) 121,-1" GEAR - EAVE HEIGHT CORRIDO ROOM 124•-B" 12 3� A-200 A-220 � LEVEL 2 FIN FLOOR I CONCRETE WALL 119'-0" I OVERHEAD DOOR SAVE HT LOWER ROOF 115'-10" ii- �_ I STAIR NO. 1 I i 3 'US SERVICE RAY \� A-107 STORAGE AND FUELING x VERTICAL METAL MONEY PANEL SYSTEM I VAULT FIN. FLOOR (WALL=R-13+R-5.6ci) A-105 I I (TYP) BB B� _ BBB ,0,,_6. D FIN. FLOOR FIN. FLOOR = 100'-0" 100'-6" '- - I I ,.., ' ' EL 7566.00 (DATUM) _ __ 1 APPROXIMATE GRADE I I �� CONCRETE FOUNDATION (SEE CIVIL DRAWINGS) J FLOOR DRAIN (TYPICAL) DRAWINGS n ���� (SEE PLUMING DRAWINGS) 36" DIA x 42" HIGH LINER PANEL (SEE STRUCTURAL COLUMN PROTECTOR _ ) _ I I 8' 0" A.F.F. (TYPICAL) BY MANUFACTURER (TYPICAL) BUILDING SECTION 1 1/B„ = 1,_O„ 4 i DESIGNED BY: P REISHUS PROJECT NO. 67418-83134 CDM TOWN OF AVON, COLORADO DRAWN BY. F. DE GUZMAN FILENAME: NAME: ABSSC302.DWG SHEET cHR'D BY: C. BEIIAN smith 500 SWIFT GULCH ROAD BUS STORAGE SHEET NO. 0 1/12 - - 75% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION CROSS UHWD BY: E. GALINDo 55517th Street, Suite11W 1-70 REGIONAL TRANSPORTATION BUILDING SECTIONS II APPROVED ar: Denver, GO W202 1A-15 .�, NO. DATE DRWN CHKD REMARKS DATE: JANUARY 2012 Tec(303)M3-23W OPERATIONS FACILITY Page 24 of 24 Rutherford Sconce I Sconces I Restoration Hardware Restoration Hardware >> Lighting » Outdoor Lighting. » Sconces >> Rutherford Sconce RUTHERFORD SCONCE $169-$219 Etched, cased glass forms the inner shade of our Rutherford lantern -style fixture. • Made of steel • Diffused light shines through the etched, cased glass; inner shade sheltered by clear glass • Small sconce uses one 40W max. bulb • Large sconce uses one 60W max. bulb • Hangs vertically, shade pointing down • Wet UL -listed • Large Sconce is Catalog and Web only DIMENSIONS Small Sconce: N? diam., 12Y?H; extends 9'/a" from wall Large Sconce: 9/? diam., 15'/z"H; extends 11 %a" from wall More About the Collection > Page 1 of I Exhibit B Torpedo Candelabra Clear Bulb (Set of 6) $9 See all product details. WATTAGE Choose a Wattage PRICE QUANTITY ADD TO WISH Ll I ADD TO REGISTRY 1 1 BOOKMARK & SHARE © 2012 RESTORATION HARDWARE, INC. ALL RIGHTS RESERVED http://www.restorationhardware.com/catalog/product/product.jsp?productId=prodl509142 2/14/2012 OrA L/THO/V/A L/GHT/NG- FEATURES & SPECIFICATIONS INTENDED USE — For parking garages, convenience stores, hotels and walkways. CONSTRUCTION — Rugged, die-cast, soft corner aluminum housing with 0.12' nominal wall thickness. Die-cast door frame has impact -resistant, tempered glass lens that is fully gasketed with one-piece tubular silicone. 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 mm thickness for a finish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum and white. Available in textured and non -textured finishes. OPTICS — Precision acrylic refractive optics for optimum light distribution through the flat glass lens. Available with Type 2, Type 3, Type 4 and Type 5. ELECTRICAL — High -efficiency nominal 4000K, 65 CRI LEDs mounted to a metal -core circuit board and aluminum heat sink, ensuring optimal thermal management and long life. Designed to provide more than 60,000 hours of performance (L85) at 25°C (77°F) ambient temperatures. Standard and dimming drivers are available in 120-277V and 347-48OV; 50/60 Hz. Drivers have power factor >90% and THD <20%. Expected driver life is over60,000 hours, matching the light engine life. Integral surge protection tested in accordance with IEEE/ANSI C62.41.2 to Category C Low. INSTALLATION — Utilizes four 1/2" mounting holes and one 7/8" electrical connection hole located on top (mounting hardware not included). No restrictions on mounting surface. LISTINGS— CSA certified to U.S. and Canadian standards. WARRANTY— Five-year limited warranty. Note: Specifications subject to change without notice. Catalog Number X Notes Type DESIGHIIGHTS CONSORTIUM Surface Mounted Luminaire KACM LED Specifications Width: 17-1/2 (44.5) Length: 17-1/2 (44.5) Depth: 7-1/8 (18.1) *Weight: 36.2 lbs. (16.4 kg) *Weight as configured in example below. All dimensions are inches (centimeters) unless otherwise specified. ..E.. lighting facts LEO Product Partner 7-1/8 (18.1) 17-1/2 (44.5) r r r r Lead times will vary depending on options selected. Consult with your sales representative. Example: KACM LED 163B350/40KSR5 MVOLT DDBXD KACM LED 1 Number of light PerformanceWPW LJ Series engines package' Distribution Voltage Mounting Options Finish' KACM LED 1 4913350/40K SR2 Type II MVOLT2 Shinned installed Sped installed in fixture DDBXD Dark bronze 63B350/40K SR3 Type III 120 (blank) Surface mount SF Single fuse (120, 277, 347V)s DBLXD Black 63BS30/40K SR4 Type IV 208 TC Through -wire condulet tee DF Double fuse (208, 240, 48OV)' DNAXD Natural aluminum Optional: SRS Type V 240 Optional mounting, shipped separately'^ DMG Dimming option' DWHXD White YK Yoke mount 4913350/30K 277 DFL Diffusing lens DDBTXD Dark bronze 63B350/30K 347 Shipped separately' textured VG Vandal guard' DBLBXD Black textured 63B530/30K 480 WG Wire guard' DNATXD Natural aluminum 4913350/50K textured 63B350/50K DWHGXD White textured 63B530/50K Notes 1 Configured with 4000K (/40K) provides the shortest lead times. 3000K (/30K) and 5000K (/50K) are also available. Please consult factory for additional information. 2 Multi -volt driver capable of operating on any line voltage from 120v -277v. 3 May be ordered as an accessory. 4 Must specify finish when ordered as an accessory. 5 Must specify voltage. Not available with MVOLT. 6 Not available with 347 or48OV. 7 Prefix with KAC when ordered as an accessory (e.g., KACVG). 8 Must be specified. OUTDOOR KACM-LED KI Exhibit B SITE/ROADWAY WARP9 WARP9fi"LED The Next Generation of LED Site and Street Lighting �Ok MM LIGHTING WARP9 LED exceeds Illuminating Engineering Society an nternational Dark Sky Association full cutoff requirements for applications where light pollution or light trespass may be a concern. WARP9 LED's unique optical system and smooth flat glass lens produces full cutoff with zero light above 90° contributing to the enjoyment of celestial visibility at night for future generations. WARP9 LED with the IDA Fixture Seal of Approval'" meets full cutoff regulations in any jurisdiction. Canted MicroEmitterT" Design Each WARP9 LED board and reflector cap is precisely aimed at optimal angles for maximum reach and uniform illumination. See page 4 for more details. //` Full Cutoff, Zero Uplight PATENT PENDING Deeply Regressed Sources Since WARP9's LEDs are tightly controlled with reflectors, it was not necessary to place them at LED'S RECESSED INTO the lens plane to maximize efficiency. Glare and FIXTURE HOUSING high angle brightness is significantly reduced. Glare Guard Perimeter Reflector WARP9 LED uses a secondary perimeter reflector system to capture miniscule stray light above 70° and redirect it towards the intended ground plane target.These reflector surfaces are precisely engineered to increase efficiency and visual comfort at normal viewing angles, and feature imported Miro4® 95% reflective surfaces. By mair VMWrMTTTWp 70" angle, WARP9 LED achieves the optimum cutoff to block glare and still maintain wide pole spacings. In addition, even if the viewer does look toward the luminaire, half of WARP9's reflector controlled LEDs are directed away from the viewer, automatically reducing glare by nearly 50% compared to other manufacturer's refracted or lensed LED systems.The result is broad, uniform ground plane illumination and superior visual comfort. MSE Retaining Wall Design Exhibit C AVON 0 I, 0 R lei D C Town of Avon, Colorado Swift Gulch mprovements Inter -Mountain J ENGINEERING Civil Engineers & ,Surveyors 40801 U.S. Hwy. 6, Suite 203 P.O. Box 978 Avon, Colorado 81620 Tel: 970-949-5072 Fax: 970-949-9339 SEPTEMBER 4, 2009 Lon gn ant of Sulp r Springs oulder Broo field AVON PUBLIC WORKS AND Winter Park TRANSIT CENTER Northgl n Tho n Denver m EdwB SSilve e von V ' LitU n Mintum Dillon EAGLE COUNTY REGIONAL AIRPORT Leadville VICINITY MAP - AVON, COLORADO Exhibit D 6.h—A ' IM A 67 21 7RACT 9 PROJECT SITE 22 2 LOCATION MAP - AVON, COLORADO r NOW Camp Dresser & McKee CDM ARCHITECTS Consulting 4835 East Cactus Road engineering► construction Phoenix, Arizona 85254 operations Tel: 602-281-7900 Fax: 602-867-5960 DESIGN DEVELOPMENT SUBMITTAL J Page 1 of 9 10 FGi4ESr SERVICE ANN€XA ROW PARCEL 'A " 3 37 .31 7AAL•1 B 21 35 y 2 22 'J4 42 7(7 ¢3 4a TRACT 8 2 2 2 .31 3O ¢6 25,14 ¢T 48 p9 49 7 .SFJ $ 5� LOT 7 5 89 11 7 6 TRACT C WX RIPER 2 3 1 73 14 ,5 NA77ONAL F'ORE'ST 4 16 7 4 T7 I' ,.. 31 4 1 r � t 34 TRACT P 44 d2 TRA , L, .5 y" STAR, AA 4, D 73174 fTrZA' tl � TRACT c 46 g c 214 SWFT GULLY ADD777DN T s 3 7.07 TA 2 3 3 IRA CI TRACT N �, B 25 TRACr 1 AC O TRACT N A LOT IB 62163 56 2D 24 8T 72 5 TR sn 66 6.h—A ' IM A 67 21 7RACT 9 PROJECT SITE 22 2 LOCATION MAP - AVON, COLORADO r NOW Camp Dresser & McKee CDM ARCHITECTS Consulting 4835 East Cactus Road engineering► construction Phoenix, Arizona 85254 operations Tel: 602-281-7900 Fax: 602-867-5960 DESIGN DEVELOPMENT SUBMITTAL J Page 1 of 9 LEGEND ® QUAKING ASPEN (POPULUS TRMULOIDES] - 2-1/2" CALIPER MIN (B+B) JH CREEPING JUNIPER (5 GALLON) [JUNIPERUSMEDIA- PHITZERIANAAUREA] - 6'-0" SPACING © CANADA RED/SHUBERT [PRUNUS VIRGINIANA] - 2-1 /2" CALIPER MIN (B+B) ® RUSSIAN SAGE (5 GALLON) ® RIVER ROCK (5"-8" COBBLE) - DOUBLE LAYER ®NATIVE GRASSES/WILDFLOWER SEED MIX NG (ALL DISTURBED AREAS)* Q EVERGREEN [PINUS MUGO] - 5'-0" TO 12'-0" (B+B) (FILL GAPS ALONG SOUTHERN PROPERTY LINE)* 036" DIAMETER FLOWER PLANTERS - LAKE STREET COLOR* RABBIT BRUSH [CHRYSOTHAMNUS NAUSEOUS G.] (5 GALLON FOR REVEGETATION) - 10'-0" TO 12'-0" AT ALL RETAINING WALL LEVELS* SANDSTONE PAVERS (PATIO AREA)* BASIS OF DESIGN LANDSCAPE NOTES: 1. 6" TOPSOIL ON ALL DISTURBED AREAS 2. WEED BARRIER CLOTH OVER ALL LANDSCAPED AREAS. 3. 5"-8" RIVER ROCK COBBLE ON TOP OF WEED BARRIER CLOTH AT ALL LANDSCAPED AREAS UP TO EDGES OF ALL PLANTINGS AND OUT TO ALL CURB EDGES (DOUBLE LAYER, TYP). 4. TREE AND SHRUB HOLES TO BE DUG 2x (TIMES) THE ROOT BALL WIDTH AND 2x (TIMES) THE ROOT BALL DEPTH. BACKFILL WITH AMENDED SOIL MIX WITH PEAT/COMPOST. 5. BURLAP TO BE REMOVED FROM ALL ROOT BALLS PRIOR TO PLANTING. 6. ALL OUTLYING DISTURBED AREAS, INCLUDING RETAINING WALL LANDINGS, TO BE HYDROMULCHED WITH NATIVE GRASSES/WILDFLOWER MIX. 7. ALL OUTLYING DISTURBED AREAS TO ALSO BE REVEGETATED WITH RABBIT BRUSH, SPACED 10'-0" APART, INCLUDING RETAINING WALL LANDINGS. 8. NG/WF BASIS OF DESIGN BY APPLEWOOD SEED CO. (303) 431-7333 NATIVE GRASSES AT A RATE OF 10# PER ACRE: FHGR MIX (INDIAN RICEGRASS, SIDEOATS GRAMA, MOUNTAIN BROME, BOTTLE BRUSH SQUIRRELTAIL, BLUE GRAMA, ARIZONA FESCUE, SANDBERG BLUEGRASS, PRAIRIE JUNEGRASS) AND/OR HGMR M RYE, MOUNTAIN B IE BLUEGRASS'IA FESC SS. TUFTED CArM'MRNIA POPPY, I FLAX, ARROYO LUPIN PRIMROSE, PENSTEE CONEFLOWER, GLO 9. ALLeTOTHEN7EXLI WITH AN APPLE(303) 431 10. EONG SOUTH REMSPECIES IDE AD TING PLANTI THIS DRAWING REFLECTS THE OWNER'S INTENT AS A BASIS OF DESIGN. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD CONTRACTOR TO COORDINATE, CONFIRM, AND/OR MODIFY THIS DRAWING THROUGH A COLORADO STATE LICENSED LANDSCAPE ARCHITECT DURING FINAL DESIGN. ANY MODIFICATIONS TO THIS DESIGN SHALL BE COORDINATED AND PRESENTED TO THE TOWN PRIOR TO FINAL APPROVAL. EV I DATE I DRWN I CHKD REMARKS DESIGNED BY: DRAWN BY: SHEET CHK'D BY: CROSS CHK'D BY: APPROVED BY: DATE: SEPTEMBER 4, 2009 LANDSCAPE N 1 " = 40' PLAN 20 0 40 1 " = 40'-0" TOWN OF AVON, COLORADO SWIFT GULCH IMPROVEMENTS 500 SWIFT GULCH ROAD AVON, CO 81620 LANDSCAPING PLAN KEY PL'Exhibi PROJECT NO. FILE NAME: SHEET NO. L-1.01 Page 2 of 9 NOTE: LEGEND ® QUAKING ASPEN (POPULUS TRMULOIDESI - 2-1/2" CALIPER MIN (B+B) JH CREEPING JUNIPER (5 GALLON) [JUNIPERUSMEDIA- PHITZERIANAAUREA] - 6'-0" SPACING © CANADA RED/SHUBERT [PRUNUS VIRGINIANA] - 2-1 /2" CALIPER MIN (B+B) ® RUSSIAN SAGE (5 GALLON) ® RIVER ROCK (5"-8" COBBLE) - DOUBLE LAYER ®NATIVE GRASSES/WILDFLOWER SEED MIX NG (ALL DISTURBED AREAS)* Q EVERGREEN [PINUS MUGO] - 5-0" TO 12'-0" (B+B) (FILL GAPS ALONG SOUTHERN PROPERTY LINE)* 036" DIAMETER FLOWER PLANTERS - LAKE STREET COLOR* ® RABBIT BRUSH [CHRYSOTHAMNUS NAUSEOUS G.] (5 GALLON FOR REVEGETATION) - 10'-0" TO 12'-0" AT ALL RETAINING WALL LEVELS* SS SANDSTONE PAVERS (PATIO AREA)* BASIS OF DESIGN LANDSCAPE NOTES: 1. 6" TOPSOIL ON ALL DISTURBED AREAS 2. WEED BARRIER CLOTH OVER ALL LANDSCAPED AREAS. 3. 5"-8" RIVER ROCK COBBLE ON TOP OF WEED BARRIER CLOTH AT ALL LANDSCAPED AREAS UP TO EDGES OF ALL PLANTINGS AND OUT TO ALL CURB EDGES (DOUBLE LAYER, TYP). 4. TREE AND SHRUB HOLES TO BE DUG 2x (TIMES) THE ROOT BALL WIDTH AND 2x (TIMES) THE ROOT BALL DEPTH. BACKFILL WITH AMENDED SOIL MIX WITH PEAT/COMPOST. 5. BURLAP TO BE REMOVED FROM ALL ROOT BALLS PRIOR TO PLANTING. 6. ALL OUTLYING DISTURBED AREAS, INCLUDING RETAINING WALL LANDINGS, TO BE HYDROMULCHED WITH NATIVE GRASSES/WILDFLOWER MIX. 7. ALL OUTLYING DISTURBED AREAS TO ALSO BE REVEGETATED WITH RABBIT BRUSH CED 10'-0" APART, INCLU RETAINING WALL LANDINGS. 8. NG/W BY APPL 3) 431-7333 NATIV SES AT A OF 10 ACRE: FHGR INDIAN RICE- SIDE GRAMA, MOUN ROME, BOTT USH SQUIRREL BLUE A, ARIZONA F SAN BLUEGRASS, P JU SS) AND/OR HGM (BLUE WILDRYE NTAI ME, ALPINE SS, IDAHO FESC ANBY BLUEGRA FTED ASS) WILD R MIX AT A R F 8# PE WXM (DESERT MART DEERHORN GREG NSHINE, CALIF POPPY, PER GAILARDIA, BIRDS EYE, IPS, BLUE FLAX, YO LUPINE, EAST LAZING STAR, ING PRIMR ENSTEMON, ENSTE ALIFORNIA LL, PRAIRIE CONEFL LOBE GREENT 9. ALL ITEMTRPMMMMWPWITH AN ASTERIS F DESIGN BY APPLEWOOD SEED CO. (303) 431-7333. 10. EXISTING PINE ALONG SOUTH OF PROPERTY TO BE PROTECTED AND REMAIN INTACT. NEW SPECIES IDENTIFIED IN THIS PLAN ARE TO BE IN ADDITION TO THE EXISTING PLANTINGS. THIS DRAWING REFLECTS THE OWNER'S INTENT AS A BASIS OF DESIGN. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD CONTRACTOR TO COORDINATE, CONFIRM, AND/OR MODIFY THIS DRAWING THROUGH A COLORADO STATE LICENSED LANDSCAPE ARCHITECT DURING FINAL DESIGN. ANY MODIFICATIONS TO THIS DESIGN SHALL BE COORDINATED AND PRESENTED TO THE TOWN PRIOR TO FINAL APPROVAL. EV I DATE I DRWN I CHKD REMARKS DESIGNED BY: DRAWN BY: SHEET CHK'D BY: CROSS CHK'D BY: APPROVED BY: DATE: SEPTEMBER 4, 2009 LANDSCAPE PLAN 1 " = 40'-0" Q N 1 " = 40' 20 0 40 TOWN OF AVON, COLORADO SWIFT GULCH IMPROVEMENTS 500 SWIFT GULCH ROAD AVON, CO 81620 �AL \ � � o I ST A � 37'ORA E\ c 1 I I IIS �I �� �IIIII lei LANDSCAPING PLAN PROJECT NO. FILE NAME: SHEET NO. Now L-1.02 Page 3 of 9 Lei I�����������'� i p -�� ■��■���■■■■� ■i■ice■=i�■■ i o��,�a���-��.����..� as. .. m; NNW , . r. pill Mon a ® ■ ■ ■ I ■ ■ ■ ■ ■ ■ ly oil1 11go 1111 1 oil NORTH ELEVATION SOUTH ELEVATION IMAGE IMAGE 1/16" = 1'-0" NOTE: TOWN OF AVON, COLORADO SWIFT GULCH IMPROVEMENTS 500 SWIFT GULCH ROAD AVON, CO. 81620 BUS STORAGE BASIS OF DESIGN IMAGES PROJECT N0. 67418-65061 FILE NAME: ABSSK002.DWG 1/16" THE IMAGES AND RENDERED ELEVATIONS SHOWN ON DRAWINGS SK -1.01 THROUGH 1.04 ARE PROVIDED AS C VE D 0 ESIGN". TH MAGE T E SHE IN DED T ID CONVEYIN HE IGN CHKD REMARKS IN NT. IT I HE ESPONSI ITY F THE DESI /B D C 0 CH ES FROM SE D WITH R FO APPROVAL IOR C MENCING FIN DESIGN. EAST ELEVATION WEST ELEVATION IMAGE IMAGE 1/16" = 1'-0" 1/16" = 1'-0" Page 4 of 9 DESIGNED BY: R SUNYOGER DRAWN BY: R SUNYOGER CHK'D BY: E ROETHLEIN CROSS CHK'D BY: E GALINDO APPROVED BY: DATE: SEPTEMBER 4, 2009 CM Camp Dresser&McKee 555 17th Street, Suite 110000 Denver, CO 80202 Tel: (303)383-2300 consulting • engineering • construction • operations TOWN OF AVON, COLORADO SWIFT GULCH IMPROVEMENTS 500 SWIFT GULCH ROAD AVON, CO. 81620 BUS STORAGE BASIS OF DESIGN IMAGES PROJECT N0. 67418-65061 FILE NAME: ABSSK002.DWG SHEET NO. SK -1.02 JSHEET REV. NO. DATE DRWN CHKD REMARKS Page 4 of 9 Exhibit D i -40 k, -- ; •. _ did " L6 jjjjk F 1pop ,i -- - — visit �� -jam ! 1 C 1•-rcn - LJL I [ MI 1 � I 1 1 � 1 1 , ��- ". �■�+�rr � r VIEW LOOKING EAST VIEW LOOKING SOUTHEAST VIEW LOOKING NORTHEAST I MAG IMAGE NO NO SCALE VIEW LOOKING NORTHWEST VIEW FROM ABOVE IMAGE IMAGE NO SCALE NO SCALE Page 5 of 9 DESIGNED BY: R SUNYOGER DRAWN BY: R SUNYOGER SHEET CHK'D BY: E ROETHLEIN CROSS CHK'D BY: E GALINDO APPROVED BY: DATE: SEPTEMBER 4, 2009 CM Camp Dresser &McKee Inc. 555 17th Street, Suite 1100 Denver, CO 80202 Tel: (303)383-2300 consulting •engineering •construction •operations TOWN OF AVON, COLORADO SWIFT GULCH IMPROVEMENTS 500 SWIFT GULCH ROAD AVON, CO. 81620 BUS STORAGE BASIS OF DESIGN IMAGES PROJECT N0. 67418-65061 FILE NAME: ABSSK001.DWG SHEET NO. SK -1.01 REV. N0. DATE DRWN CHKD REMARKS Page 5 of 9 Lei I�����������'� i p -�� ■��■���■■■■� ■i■ice■=i�■■ i o��,�a���-��.����..� as. .. m; NNW , . r. pill Mon a ® ■ ■ ■ I ■ ■ ■ ■ ■ ■ ly oil1 11go 1111 1 oil NORTH ELEVATION SOUTH ELEVATION IMAGE IMAGE 1/16" = 1'-0" NOTE: TOWN OF AVON, COLORADO SWIFT GULCH IMPROVEMENTS 500 SWIFT GULCH ROAD AVON, CO. 81620 BUS STORAGE BASIS OF DESIGN IMAGES PROJECT N0. 67418-65061 FILE NAME: ABSSK002.DWG 1/16" THE IMAGES AND RENDERED ELEVATIONS SHOWN ON DRAWINGS SK -1.01 THROUGH 1.04 ARE PROVIDED AS C VE D 0 ESIGN". TH MAGE T E SHE IN DED T ID CONVEYIN HE IGN CHKD REMARKS IN NT. IT I HE ESPONSI ITY F THE DESI /B D C 0 CH ES FROM SE D WITH R FO APPROVAL IOR C MENCING FIN DESIGN. EAST ELEVATION WEST ELEVATION IMAGE IMAGE 1/16" = 1'-0" 1/16" = 1'-0" Page 6 of 9 DESIGNED BY: R SUNYOGER DRAWN BY: R SUNYOGER CHK'D BY: E ROETHLEIN CROSS CHK'D BY: E GALINDO APPROVED BY: DATE: SEPTEMBER 4, 2009 CM Camp Dresser&McKee 555 17th Street, Suite 110000 Denver, CO 80202 Tel: (303)383-2300 consulting • engineering • construction • operations TOWN OF AVON, COLORADO SWIFT GULCH IMPROVEMENTS 500 SWIFT GULCH ROAD AVON, CO. 81620 BUS STORAGE BASIS OF DESIGN IMAGES PROJECT N0. 67418-65061 FILE NAME: ABSSK002.DWG SHEET NO. SK -1.02 JSHEET REV. NO. DATE DRWN CHKD REMARKS Page 6 of 9 VIEW LOOKING SOUTHWEST _ O— I----------- L VIEW LOOKING NORTHEAST IMAGE NO SCALE VIEW LOOKING SOUTHEAST .IMAGE _ VIEW LOOKING NORTHWEST IMAGE NO SCALE VIEW FROM ABOVE innnr-%1Z NinTF-- THE IMAGES AND RENDERED ELEVATIONS SHOWN ON DRAWINGS SK -1.01 THROUGH 1.04 ARE PROVIDED AS CLIENT APPROVED FOR "BASIS OF DESIGN". THE IMAGES ON THESE SHEETS INTENDED TO AID IN CONVEYING THE DESIGN INTENT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD CONTRACTOR TO COORDINATE CHANGES FROM THESE DOCUMENTS WITH THE OWNER FOR APPROVAL PRIOR TO COMMENCING FINAL DESIGN. Exhibit D L--; _ VIEW LOOKING SOUTHEAST .IMAGE _ VIEW LOOKING NORTHWEST IMAGE NO SCALE VIEW FROM ABOVE innnr-%1Z NinTF-- THE IMAGES AND RENDERED ELEVATIONS SHOWN ON DRAWINGS SK -1.01 THROUGH 1.04 ARE PROVIDED AS CLIENT APPROVED FOR "BASIS OF DESIGN". THE IMAGES ON THESE SHEETS INTENDED TO AID IN CONVEYING THE DESIGN INTENT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD CONTRACTOR TO COORDINATE CHANGES FROM THESE DOCUMENTS WITH THE OWNER FOR APPROVAL PRIOR TO COMMENCING FINAL DESIGN. Exhibit D Page 7 of 9 DESIGNED BY: R SUNYOGERIN DRAWN BY: R SUNYOGER SHEET CHK'D BY: E ROETHLEIN CROSS CHK'D BY: E GALINDO APPROVED BY: DATE: SEPTEMBER 4, 2009 Camp Dresser & McKee 555 17th Street, Suite 110000 Denver, CO 80202 Tel: (303)383-2300 consulting •engineering •construction •operations TOWN OF AVON, COLORADO SWIFT GULCH IMPROVEMENTS 500 SWIFT GULCH ROAD AVON, CO. 81620 ADMINISTRATION BUILDING BASIS OF DESIGN IMAGES PROJECT NO. 67418-65061 FILE NAME: AADSK001.DWG SHEET N0. SK -1.03 REV. N0. DATE DRWN CHKD REMARKS Page 7 of 9 Lei NORTH ELEVATION SOUTH ELEVATION IMAGE IMAGE 1/16" = 1'-0" NOTE. TOWN OF AVON, COLORADO SWIFT GULCH IMPROVEMENTS 500 SWIFT GULCH ROAD AVON, CO. 81620 ADMINISTRATION BUILDING BASIS OF DESIGN IMAGES PROJECT N0. 67418-65061 FILE NAME: AADSK002.DWG 1/16" = 1'-0" THE IMAGES AND RENDERED ELEVATIONS SHOWN ON DRAWINGS SK -1.01 THROUGH 1.04 ARE PROVIDED AS C VED OF ESIGN".TH MAGES TH IN REV. NO. ID CONVEYING E D REMARKS IN T. IT IS E SPONSI TY F THE DE 11 /B C RACTO RDINAT HA ES FROM T SE D ITH FO PPROVAL OR C ENCING FI NA ESIGN. EAST ELEVATION WEST ELEVATION IMAGE IMAGE 1/16" = 1'-0" 1/16" = 1'-0" Page 8 of 9 DESIGNED BY: R SUNYOGER DRAWN BY: R SUNYOGER CHK'D BY: E ROETHLEIN CROSS CHK'D BY: E GALINDO APPROVED BY: DATE: SEPTEMBER 4, 2009 CM Camp Dresser&McKee 555 17th Street, Suite 110000 Denver, CO 80202 Tel: (303)383-2300 consulting • engineering • construction • operations TOWN OF AVON, COLORADO SWIFT GULCH IMPROVEMENTS 500 SWIFT GULCH ROAD AVON, CO. 81620 ADMINISTRATION BUILDING BASIS OF DESIGN IMAGES PROJECT N0. 67418-65061 FILE NAME: AADSK002.DWG SHEET NO. SK -1.04 JSHEET REV. NO. DATE DRWN CHKD REMARKS Page 8 of 9 .? ) ( 1 ) (1.5) ( 2 ) (2.?) ( 3 4 4.? 5 5.? 6 10'-5'' 12'-0" l 14'-4" 1 27'-16" 1'-2" 112'-0" I 29'--8" I I I I I I LO 0 BUS I 01 I 11 I WASH N � A-101 0 I I I IO I I I I CANOPY ABOVE I I I I I I I I.C. I—o — — I I I I I I I I I 7 7.? 8 8.5 9 ( 9.? 210 —0" Yy y yy 25'-0" 5'-0" 25'-0" 25'-0" 20'-6" 7'-0" 14'-4" 12'-0" '-2" 48'-0" 1 32 —0" 55'-0" 21,-4" 12'-0" WASH EQU PMENT ROO EXTERIOR HOSE A-102 I I I REEL FOR VEHICLE WASH—DOWN LUBE MONEY ROOM ROOM A-103 A-104 1 p Ic! omct M.— I■�!�■■�1■■■AND FUELING 1BUS SERVICE BAY �■:: :�IIEIEI�L � tiFLOOR A-105I�i� 1■■1no INTERMEDIATE - 1 I\ IAI I I I I I I I I I I I o I I 0 I I I II 0 I I I I I II 0 LE I II I CANOPY ABOVE I I — A 0 B L � N N — C 0) I 0 0 (0 I I I 00 N N BUS STORAGE 1/16" = 1'— 0" 8 4 0 8 16 hibit 0 1 ST I A I 0 0 I I GED RO I I I I A N N CAN CCESS LA FLOOR AB EL. 7565'-0" ABOVE N WITH E VENEER I CANOPY ASE '-2" 3'-2i" ABOVE _ w I 0 0 COLUMN WITH I 1 00 STONE VENEER BASE 0 N I I I I I I I I I I I I I I I_ 1.o o I I I I I I JANITOR AND I RECYCLE I I I I I 00 SUPPLY ROOM STORAGE I I A-110 A-109 I N r7 I I I I 0 0 I I I I FIN. FLOOR I I 01 I I — — — — — EL. 7565'-6" — _ _ — — — u7 — H 0 = ELECTRICAL MECHANICAL I I ROOM I ROOM o C%4 A-113 I A-106 00 0 0 0 0 0 I I I L_— I I TRANSIT J MEN'S FOREMAN COFFEE WOMEN'S A-1 1 1 A-108 COUNTER A-112 A-107 0" 39'-8" 28'-0" 42'-0" 76'— " 12'-0" NOTE: ADDITIONAL ROOF LOAD OF 12,000Ibs 25'-8" MINIMUM SHALL BE ADDED FOR EQUIPMENT. 1 SEE "P" DRAWINGS FOR FLOOR SLOPES —3.0 AND DRAINS. 2.9 3.9 DOWNSPOUTS TO CONNECT TO UNDERGROUND STORM SYSTEM. MAIN LEVEL MAXIMUM NUMBER OF INTERIOR COLUMNS ARE SHOWN. CONTRACTOR TO COORDINATE PLAN N ECONOMY IN DESIGN WITH OWNER DURING FINAL DESIGN. 1/16" = 1'-0" 1 .f DESIGNED BY: R SUNYOGER PROJECT NO. 67418-65061 A SCHAAF TOWN OF AVON, COLORADO FILE NAME: ABSPL101.DWG DRAWN BY: Camp Dresser &McKee Inc. SWIFT GULCH IMPROVEMENTS BUS STORAGE ]SHEET CHK'D BY: E ROETHLEIN 555 17th Street, Suite 1100 SHEET N0. E GALINDO Denver, CO 80202 CROSS CHK'D BY: Tel: (303)383-2300 500 SWIFT GULCH ROAD APPROVED BY: AVON, CO. 81620 OVERALL FLOOR PLAN A-1.01 NO.REVDATE DRWN CHKD REMARKS SEPTEMBER 4, 2009 N0. DATE: consulting •engineering •construction •operations Page 9 of 9 V ARCHITECTS Exhibit E 0 N 90 BENCHMARK ROAD SUITE 207 PO BOX 5300 AVON, CO 81620 970/949-5200 FAX 949-5205 W W W.VMDA.COM January 27, 2012 Edited February 2, 2012 Response to Town for Alternative Equivalent Compliance per Town Staff Memorandum of 1/25/2012 1-70 RTOF File #MJR12001/Initial Planning Review To: Matt Pielsticker, Planner II Community Development Department CC: Larry Brooks, Acting Director of Community Development Department, Jim Kriss, P.E. & Paul Reishus, Architect/CDM Smith, Justin Hildreth, P.E., Town Engineer, Jeff Schneider, P.E., Project Engineer From: Mark Donaldson, Principal/VMDA, Consultant to CDM Smith The responses below address the items cited by Town Staff and are intended to meet the objectives and criteria for Alternative Equivalent Compliance, administered by 7.16.120 of the Avon Development Code. We begin with these comments regarding Project circumstances, existing improvements and buildings for relocation that are not categorically defined within the ADC or the Public Facilities Zone District due to unique circumstances and Project limitations from outside governances. 1. The nature of this Municipal Use within such an isolated site with limited public access. This Municipal Use is traditionally a town's "back -of -house" for many forms of street, public way and pedestrian way maintenance, storage, repair and operations. 2. The nature of the industrial activities of cinder storage, crushing and distribution, Truck, Snow Plow and Public Bus ingress, egress, turning radii, maintenance, limited fuel dispensing and frequent large vehicle movements. 3. The conformance conflicts between existing development (now zoned "Public Facilities" but previously zoned GPEH and PUD sequentially) on this site with the newly adopted ADC; 4. The apparent aesthetic concerns by Town Council, Planning & Zoning Commission and Town Staff related to design, roof forms and architecture of the existing Fleet Maintenance Facility, by which create conformance conflicts among various portions of the ADC. Exhibit E §7.28.090(j)(3)(iii) Parking. Parking shall be located behind buildings, underground or at the interior of the lot. Surface parking areas are prohibited between the front fagade of the building and the street. Response: Some parking exists today between front facades of buildings and the street; our proposal simply minimizes those with the strategic placement of the proposed structure, thereby improving the existing non-conformance. §7.28.090(j)(4)(iii) Compatible Design. All buildings within a development, including freestanding and accessory buildings, shall be organized around an architectural theme in terms of the character, materials, texture, color and scale of buildings... Architectural features which create compatible design include: (1) Overhangs, (2) Canopies, etc. Response: It is the intention of this proposal to create that "organization around an architectural theme" with our primary building while acknowledging pre-existing, non- conforming structures that must remain. This is due to site programming, ongoing and improved function, substantial capital investments previously made and the Federal Funding requirements connected with this proposal. This design includes differing architectural elements and is of substantial size to dominate the site organization while increasing conformity to current design requirements. §7.28.090(j)(4)(v)(B) Scale and Massing. Buildings greater than thirty (30) feet in height shall be designed to reduce apparent mass and visually anchor the building to the site by including a clearly identifiable base, body and top, with horizontal elements separating these components. Response: The accompanying Comprehensive Plan Amendment Application is intended to adjudicate the reduction of 20' in allowed building height which occurred inadvertently during the most recent adoption of the Avon Development Code. This design includes forms that reduce apparent massing, visually anchors the building to the site with a stone/masonry base supporting the body with varying elements to separate and appropriately marry the components into logical forms for such industrial uses. §7.28.090(j)(4)(ix)(B) Roofs. All primary roofs and secondary roofs shall have pitches of no less than four - to -twelve (4:12). Response: Efforts to reduce massing are limited by interior program function and future interior expansion. Our roof pitches do not conform specifically as any increase above 3:12 will simply add volume and mass, without providing any functional benefit; likewise, ongoing utility costs would increase incrementally. To do so would breach reasonable building heights and disallow effective clerestory/day lighting effects reducing lighting loads and power consumption. Resorting to flat roofs would further increase non-compliance and recreate architecture already apparently not considered appropriate by Town Council, Planning & Zoning Commission and Town Staff. Inasmuch as snow plowing operations are a primary service performed by vehicles residing within this site, the removal of resulting roof snow discharge will be readily managed. END RESPONSE. Exhibit F TOWN OF AVON, COLORADO PLANNING COMMISSION RESOLUTION 12-02 SERIES OF 2012 A RESOLUTION RECOMMENDING APPROVAL OF AMENDMENTS TO THE AVON COMPREHENSIVE PLAN FOR THE SWIFT GULCH DISTRICT WHEREAS, the Town Council initiated an amendment to the text of the Avon Comprehensive Plan in accordance with Section 7.16.030, Comprehensive Plan Amendments, Avon Development Code; and WHEREAS, the Planning and Zoning Commission of the Town of Avon held public hearings on February 7, 2012 and February 21, 2012, after posting notice of such hearing in accordance with the requirements of the Avon Municipal Code, and considered all comments provided before making a recommendation to the Town Council; and WHEREAS, it is the Planning and Zoning Commission's opinion that the health, safety and welfare of the citizens of the Town of Avon would be enhanced and promoted by the adoption of the amendments to the Avon Comprehensive Plan, District 26: Swift Gulch District; and WHEREAS, the Planning and Zoning Commission finds that the changes to the Comprehensive Plan comply with the criteria set forth in Section 7.16.030(c) of the Avon Development Code. NOW THEREFORE, BE IT RESOLVED, that the Planning and Zoning Commission hereby recommends that the Town Council of the Town of Avon approve the attached amendments ("Exhibit A to Resolution 12-02") to the Comprehensive Plan, with the following findings: (1) The area surrounding the Swift Gulch District is compatible with the proposed amendment; (2) The proposed Regional Transportation Facility provides an essential public benefit to the Town of Avon and also serves the entire Eagle River Valley; (3) Transportation services and infrastructure have adequate current capacity, or planned capacity, to serve potential traffic demands of the land use proposed in the plan amendment; (4) Public services and facilities have adequate current capacity, or planned capacity, to serve the land use proposed in the plan amendment; (5) The amendment will result in a better form of development for the Town, while increasing the site development potential of the Swift Gulch District; (6) Strict adherence to the current plan would result in a situation neither intended nor in keeping with other key elements and policies of the plan; Exhibit F (7) The proposed plan amendment will promote the purposes stated in this Development Code; and, (8) The proposed plan amendment will promote the health, safety and welfare of the Avon Community. ACCEPTED, APPROVED AND ADOPTED THIS FEBRUARY, 2012 AVON PLANNING AND ZONING COMMISSION Signed: Chris Green, Chair Attest: Scott Prince, Secretary Resolution 12-02, Comprehensive Plan Amendment for Swift Gulch District 2 Exhibit F "Exhibit A to PZC Resolution 12-02" District 26: Swift Gulch District The Town of Avon's Public Works and Transportation Departments are located in the Swift Gulch District. In response to the area's high visibility from I-70, efforts have been made to screen the existing buildings and facilities and ensure that they blend into the surrounding environment. Planning Principles: • Encourage building at a scale that minimizes visibility from I-70. • Screen accessory uses with landforms and landscaping, while allowing Building Heights up to 60' along with scale and proportion in response to regional operations and facilities increasing the site development potential. • Encourage sidewalks and pedestrian connections. Resolution 12-02, Comprehensive Plan Amendment for Swift Gulch District