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HomeMy WebLinkAbout02-17-22- 6A� City of WheatRidge PLANNING COMMISSION AGENDA February 17, 2022 Notice is hereby given of a Public Meeting to be held before the City of Wheat Ridge Planning Commission on February 17, 2022 at 7:00 p.m. This meeting will be conducted as a virtual meeting. Members of the Planning Commission and City staff will not be physically present at the Municipal building for this meeting. The public may participate in these ways: Provide comment in advance at www.wheatridgespeaks.org (comment by noon on February 16) 2. Virtually attend and participate in the meeting through a device or phone: • Click hereto join and provide public comment (create a Zoom account to join) • Or call 1-669-900-6833 with Meeting ID 828 8857 4442 and Passcode: 196442 3. View the meeting live or later at www.wheatridgespeaks.org, Channel 8, or YouTube Live at htti)s://www.ci.wheatridge.co.us/view 1. CALL THE MEETING TO ORDER 2. ROLL CALL OF MEMBERS 3. PLEDGE OF ALLEGIANCE 4. APPROVE THE ORDER OF THE AGENDA 5. APPROVAL OF MINUTES —January 20, 2022 6. PUBLIC FORUM (This is the time for any person to speak on any subject not appearing on the agenda. Public comments may be limited to 3 minutes.) (continued on neat page) Planning Commission Agenda — February 17, 2022 Page 2 PUBLIC HEARING * A. Case No. WZ-21-13: an application filed by Life Time Inc. for approval of a Specific Development Plan (SDP) for a property zoned Planned Mixed Use Development (PMUD) and located at Clear Creek Crossing. 8. NEW BUSINESS A. Upcoming Dates B. Project and Development Updates 9. OLD BUSINESS 10. ADJOURNMENT * Public comment is welcome during any public hearing item. The standard procedure for a public hearing is as follows: a. Staff presentation b. Applicant presentation — if applicable c. Public comment —time may be limited at the discretion of the Chair, often to 3 minutes d. Staff/applicant response e. Close public hearing f Commission discussion and decision Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Call Sara Spaulding, Public Information Officer at 303-235-2877 at least one week in advance of a meeting ifyou are interested in participating and need inclusion assistance. 1. 2. 3. 4. I��/ City of WheatMidge PLANNING COMMISSION Minutes of Meeting January 20, 2022 CALL THE MEETING TO ORDER The meeting was called to order by Chair LARSON at 7:01 p.m. This meeting was held virtually, using Zoom video -teleconferencing technology. As duly announced and publicly noticed, the City previously approved this meeting format in order to continue with normal business amid the COVID-19 pandemic and the related public emergency orders promulgated by the State of Colorado and the Wheat Ridge City Council. Before calling the meeting to order, the Chair stated the rules and procedures necessitated by this virtual meeting format. ROLL CALL OF MEMBERS Commission Members Present: Commission Members Absent: Staff Members Present: PLEDGE OF ALLEGIANCE Melissa Antol Kristine Disney Will Kerns Daniel Larson Jahi Simbai Janet Leo Lauren Mikulak, Planning Manager Scott Cutler, Senior Planner Rocky Macsalka, Civil Engineer 11 Tammy Odean, Recording Secretary APPROVE ORDER OF THE AGENDA It was moved by Commissioner DISNEY and seconded by Commissioner KERNS to approve the order of the agenda. Motion carried 5-0. 5. APPROVAL OF MINUTES —December 16, 2021 It was moved by Commissioner ANTOL and seconded by Commissioner DISNEY to approve the minutes of December 16, 2021, as written. Motion carried 4-0-1 with Commissioner SIMBAI abstaining. Planning Commission Minutes January 20, 2022 -I— 6. PUBLIC FORUM (This is the time for any person to speak on any subject not appearing on the agenda.) No one wished to speak at this time. PUBLIC HEARING A. Case No. WZ-21-06: an application filed by Dutch Bros. for approval of a Specific Development Plan (SDP) for a drive-thru coffee shop for the property located at 3478 Clear Creek Drive. Mr. Cutler gave a short presentation regarding the Specific Development Plan (SDP) and the application. He entered into the record the contents of the case file, packet materials, the zoning ordinance, and the contents of the digital presentation. He stated the public notice and posting requirements have been met, therefore the Planning Commission has jurisdiction to hear this case. Reilly Rosbotham, Barghausen Consulting Engineers 18215 72" Ave South, Kent WA Mr. Rosbotham gave a brief presentation regarding Dutch Bros. drive-thru coffee shop. Commissioner ANTOL asked if the entrance and exit access is through the Kum & Go site. Ms. Mikulak confirmed this to be true. Commissioner LARSON asked if Kum & Go had been consulted regarding Dutch Bros. SDP. Mr. Rosbotham confirmed they had been consulted and there were no objections. Commissioner LARSON asked where the solid waste would be disposed of. Mr. Rosbotham mentioned the solid waste containers will be on the southeast corner of the site, adjacent to the Kum & Go containers. Commissioner LARSON asked if there will be light spillage onto I-70. Mr. Rosbotham said there will be very little light spillage on to the highway. Mr. Cutler added that the City does not allow light to have excessive glare and they will be downcast. Planning Commission Minutes -2— January 2— January 20, 2022 Commissioner LARSON also inquired about the water detention on the northwest corner of the Dutch Bros. site and asked if Kum & Go's runoff will also go to the same detention area Josh Harlan, Barghausen Consulting Engineers 18215 72" Ave South, Kent WA Mr. Harlan clarified that the Dutch Bros. site has been designed to be hydraulically isolated from the Kum & Go site and the water for Kum & Go is designed to be contained on their site. Commissioner LARSON asked where the water from the paved surfaces will go. Mr. Harlan explained it will be collected then piped off the site to the public drainage infrastructure the storm sewer in the street. In response to a question from Commissioner LARSON about traffic flow, Mr. Rosbotham explained that there will be directional signage and ground painting. Commissioner KERNS noticed that the crosswalk striping for Dutch Bros. is different than Kum & Go's and asked if could be consistent. Nick Wecker, Barghausen Consulting Engineers 18215 72" Ave South, Kent WA Mr. Wecker said it is possible to match the Kum & Go striping for the pedestrian crosswalks and make them compatible. Commissioner DISNEY asked if the business model for Dutch Bros. is to be strictly drive-thru. Mr. Rosbotham confirmed it is Dutch Bros. business model to be predominantly drive-thru and the building was positioned in its location on the site to maximize stacking of vehicles. He added, the building was also located in this location due to site grading. Public Comment No one wished to speak at this time. Commissioner DISNEY likes the landscaping that is being planned for this development. Commissioner ANTOL thinks this an appropriate business for this area She added that she likes the cross -property access reducing the number of driveways. Planning Commission Minutes -3— January 3— January 20, 2022 Commissioner SIMBAI is aware Dutch Bros. is popular and there can be some traffic issues but is supportive of this SDP. Commissioner KERNS agrees this is a perfect site but thinks the access lanes for vehicular flows should be a bit larger. He added this business will be popular and is excited about it. Commissioner LARSON agrees with all comments and believes Dutch Bros. will be an asset to the City of Wheat Ridge. It was moved by Commissioner SIMBAI and seconded by Commissioner ANTOL to approve WZ-21-06 a request for approval of a Specific Development Plan for a drive-thru coffee shop on property located at 3478 Clear Creek Drive within Planning Area 4 of the Clear Creek Crossing Planned Mixed Use Development for the following reasons: 1. The specific development plan is consistent with the purpose of a planned development as stated in Section 26-301 of the Code of Laws. 2. The specific development plan is consistent with the intent and purpose of the outline development plan. 3. The proposed uses are consistent with those approved by the outline development plan. 4. All responding agencies have indicated they can serve the property with improvements installed at the developer's expense. 5. The specific development plan is in substantial compliance with the applicable standards set forth in the outline development plan and with the City's adopted design manuals. Motion approved 5-0 8. OLD BUSINESS 9. NEW BUSINESS A. Resolution 01-2022 Ms. Mikulak gave a brief explanation of this resolution and the posting area for meetings. Commissioner SIMBAI asked if the pronoun used in the resolution referencing the designee can be changed from "his" to "their." Ms. Mikulak confirmed it could, and there was agreement on the change. It was moved by Commissioner DISNEY and seconded by Commissioner SIMBAI to approve Resolution No. 01-2022, a resolution establishing a Planning Commission Minutes -4— January 4— January 20, 2022 designated public place for the posting of meeting notices as required by the Colorado Open Meetings Law. Motion approved 5-0. B. Upcoming Dates Commissioner LARSON announced 2 vacant Planning Commission seats and encourage anyone from District I & II to apply. Ms. Mikulak mentioned there will be no February 3 meeting, but possibly the February 17 will be held. C. Project and Development Updates Ms. Mikulak gave a project update on the 44"' Avenue Subarea Plan and asked members of the community to visit the What's Up Wheat Ridge website to participate in activities in about a month. She also mentioned that Gold's Marketplace at 26u' Avenue and Kipling Street will have some new tenants including Illegal Pete's, a running store, coffee shop and brewery. Ms. Mikulak also gave an update to the Lutheran Master Plan and its historical assets, including the Chapel, Blue House and tuberculosis tent. She mentioned that City Council approved a resolution to formalize the City's recognition of the structures and formally urging future buyers to make a good faith effort to explore preservation and re -use options for the structures. Commissioner ANTOL asked if the historic structures are register as historic. Ms. Mikulak confirmed they are not on any historic register in the state. She added that Lutheran's property is not on the market yet and provided an update on the West Pines facility which will be moving to another location once a new facility is built. Commissioner DISNEY asked if the trees that have been taken out for the Wadsworth Widening Project will be replaced. Ms. Mikulak confirmed the future design includes landscaping and the City will maintain the landscaping. Commissioner LARSON asked Ms. Mikulak to comment on the Storybuilt site at 381h Avenue and Eaton St. She confirmed the City is in the process of approving a 2°d phase to the west of phase I which will increase the townhome count to 55 if approved. Commissioner Disney heard there was a meeting that Storybuilt had with the community, and it didn't go well. Ms. Mikulak couldn't speak to it because it was not staffed by the City; the applicant had been encouraged to meet with neighbors to discuss possible construction issues. 10. ADJOURNMENT Planning Commission Minutes - 5— January 20, 2022 It was moved by Commissioner DISNEY and seconded by Commissioner KERNS to adjourn the meeting at 8:00 p.m. Motion approved 5-0. Dan Larson, Chair Tammy Odean, Recording Secretary Planning Commission Minutes January 20, 2022 6— `6l41 TO: CASE MANAGER: CASE NO. & NAME ACTION REQUESTED: Wh6atP,i:id e g CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT Planning Commission MEETING DATE: February 17, 2022 Stephanie Stevens WZ-21-13 / Life Time at Clear Creek Crossing Approval of a Specific Development Plan (SDP) for a Life Time Fitness facility LOCATION OF REQUEST: 3501 Clear Creek Drive (Planning Area 5 and 6 of Clear Creek Crossing) APPLICANT (S): Life Time OWNER (S): Evergreen -Clear Creek Crossing, LLC APPROXIMATE AREA: 532,424 square feet (12.2 acres) PRESENT ZONING: Planned Mixed Use Development (PMUD) COMPREHENSIVE PLAN: Mixed Use Commercial ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) COMPREHENSIVE PLAN (X) ZONING ORDINANCE (X) DIGITAL PRESENTATION Location Map Planning Commission Case No. WZ-21-13 /Life Time at CCC All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. I. REQUEST Case No. WZ-21-13 is an application for approval of a Specific Development Plan (SDP) for the purpose of developing a 111,000 -square -foot Life Time Fitness facility. The subject site is located on the west side of Clear Creek Drive and south of the W. 40"' Avenue and Clear Creek Drive intersection, within the Clear Creek Crossing planned development, known as Planning Areas 5 and 6 of Clear Creek Crossing. It is a part of Lots 1 and 3 of Block 4, Clear Creek Crossing Subdivision Filing No. 3. Jefferson County residences border the site to the southwest. This request for SDP approval is the second step in a two-part approval process pertaining to planned developments. The first step occurred in 2018 when Planning Commission and City Council approved the Clear Creek Crossing Planned Mixed Use Outline Development Plan (ODP) which established zoning (Case No. WZ-16-07). The zone change also included approval of a Vision Book that establishes the intended design and architectural themes and materials, as well as a Design Pattern Book (DPB) that includes the more substantive development regulations. The second step is approval of the subject Specific Development Plan (SDP), which focuses on specific details of a development such as site design, architecture, landscaping, and drainage. Section 26-302 of the Municipal Code allows for concurrent or sequential applications for the ODP and SDP. This is one of many SDP applications to be heard before the Planning Commission for the different phases or "Planning Areas" as the mixed-use project at Clear Creek Crossing is developed. SDPs must be found to be compliant with the ODP and supporting documents in order to be approved. Each SDP application must be heard at a public hearing before the Planning Commission, who is the final deciding body for SDP approval. Architectural Control Committee An Architectural Control Committee (ACC) was established specifically for this the Clear Creek Crossing development to ensure compliance with the Design Pattern Book, third -party review, consistency across the project, and to conduct schematic design review prior to the City's planning review. The ACC is comprised of 6 members: 3 appointed by mutual agreement between the Developer and the City of Wheat Ridge Community Development Director, 2 seats held by the Developer, and 1 seat held by a City of Wheat Ridge Planning Division staff member. The ACC has fulfilled the requirement to review this SDP two times: first, prior to the City's pre - application meeting and second, as part of the City's referral process. The ACC has provided written approval of the subject SDP as their referral response, provided in Exhibit 8. Planning Commission Review As previously noted, the Planning Commission is the final authority for approval of a SDP. The intent of the public hearing is to allow a publicly appointed body and the public at large to verify staff s conclusion that the project meets the intent and standards of the underlying zoning. The plan sheets and exhibits relevant to this purpose are included. Construction details, such as final utility and Planning Commission Case No. WZ-21-13/Life Time at Clear Creek Crossing grading plans, are not included for review by Planning Commission and are under review by the Engineering Division. II. PROPERTY HISTORY Property History & Development Status Rezoning to a planned development in the City of Wheat Ridge involves a two-step process, and for the subject property, the 2018 approval of the ODP and DPB comprised the first step. These two regulatory documents establish the allowed uses and development standards for the property and establish access configurations for vehicles, pedestrians, and bicycles. While rare in Wheat Ridge, a design pattern book is common for developments of this size, for which formatting flexibility including photos and graphics are necessary to explain substantive development standards. Links to the ODP, DPB, and Vision Book documents can be found at the following link: httns://www.ci.wheatridge.co.us/1559/Clear-Creek-Crossing The second step for development in a Planned Mixed Use Development (PMUD) requires approval of Specific Development Plans (SDPs) for each building, lot, or phase. Several SDPs have already been approved at Clear Creek Crossing, including the Outlook apartments at 40"' and Clear Creek Drive, the Kum & Go and Dutch Brothers to the east of the subject property, the Foothills Credit Union, and the SCL hospital campus. Surrounding Land Uses and Zoning The west side of Clear Creek Drive is entirely vacant currently, but several land use applications are in for review including the Phase II of Outlook apartments at the northernmost portion of Clear Creek Crossing and a Hampton Inn hotel just south of the apartments and north of the Life Time site. Jefferson County residences lie to the southwest of the site and Coors Pond is to the west. The I-70 hook ramps are located to the east, and I-70 is located to the north. The 70 West Business Center Planned Commercial Development (PCD) is located to the south of the site, which includes the vacant property owned by Dwaine Richter. JWxhibit 2, Zoning Map. III. SPECIFIC DEVELOPMENT PLAN The site is located in Planning Area 5 and a portion of Planning Area 6 (PA 5 and PA 6) which is also called the Harvest District denoting this area as a commercial subdistrict in the development. This area is slated for large format retail and complementary commercial uses (Exhibit 3, Design Pattern Book Excerpts). Key components of the site design are described below. The site data table on the cover sheet confirms the SDP complies with the development standards provided by the ODP (Exhibit 4, Specific Development Plan). Use The request is for approval of a new Life Time Fitness facility containing an indoor lap pool, spas, basketball court, studio space, cafe with outdoor patio space, outdoor pool and amenity deck on the 12.2 acre site, which is located in PA 5 and a portion of PA 6 of Clear Creek Crossing. The primary use is classified as indoor and outdoor recreation, which is permitted in PA 5 and 6 of Clear Creek Crossing. In the ODP and DPB, these PA's were divided into distinct planning areas, primarily because of grade challenges and required shared access with Richter's parcel to the south. It was anticipated that these constraints would have required separate development lots with separate access. Planning Commission Case No. WZ-21-13/Life Time at Clear Creek Crossing Prior to Life Time's interest in the site, initial plans for the west block of Clear Creek Crossing showed big box retail, such as Walmart, taking the entirety of PA 6. These site plans all required the construction of a 30 -foot retaining wall at the south boundary of PA 6 with the building envelope at the south end of this area. All access and parking for the parcel was then set north of the building with connections at Crossing Drive and 40th Ave. This orientation also physically isolated PA 5 from PA 6. With this isolated site plan, PA 5 would need to receive significant fill to meet elevations of Clear Creek Dr. so that the site could be developed with retail, restaurant and hotel uses, as allowed in the ODP and as an intended use in the Harvest District. Hotel users looking at PA 5 were restricted significantly by parcel size and emergency vehicle circulation constraints driven by building height. A secondary access point is required to meet fire code for buildings of significant height. For small, street -level retail, economics were challenging as PA 5 required more than 100,000 cubic yards of fill and significant retaining wall to meet the elevations Clear Creek Drive. When Walmart decided not to develop in Clear Creek Crossing, and given the challenges of PA 5, Life Time and the master developer have worked to address the topography and infrastructure constraints of the west side of Clear Creek Drive. Through an iterative design process between the applicant and City, the developable portions of PA 5 and 6 have been combined to achieve a preferred design which accommodates the topography and meets the access and development goals of the underlying zoning. With a 20- to 40 -foot grade differential on three of the four sides of PA 5, roughly half of PA 5 is used to transition the elevation between Clear Creek Drive and PA 6. Life Time has worked with City staff to break up the slopes with rolling landscape, providing a buffer from the adjacent residential. A strong vehicular and pedestrian connection traverses the slope to connect the south side of the development to the remainder of PA 6. The additional vehicular connection provides secondary emergency vehicle access and a preferred corridor for the Consolidated Mutual Water main serving all development west of Clear Creek Drive. Further justification for combining planning areas is provided in the Applicant's Narrative (Exhibit /7. Site Design & Internal Circulation The proposal includes a 111,000 -square -foot building and 41,400 -square -foot amenity deck on the west side of the site, with parking situated in surface lots adjacent to Clear Creek Drive. Two points of access are proposed to connect to Clear Creek Drive on the north and south (Exhibit 5, West Side Circulation Graphic). The primary site access from the north will come from a private street that connects to the signalized intersection at 40"' Avenue and Clear Creek Drive. A second, direct driveway access to Clear Creek Drive is provided at the southernmost portion of the proposed Life Time property to connect to the vacant site to the south. The access points will direct vehicles and pedestrians through a main drive which cuts through the middle of the site and lies between the building and parking area. The building is proposed to be approximately 60 feet tall and the architecture is comprised of primarily brick, stone, metal panel and glass. The site will connect to the planned trail network on the west side. Parking There are 525 parking spaces which are broken up into smaller parking lots by way of internal, street - like drives and screened from Clear Creek Drive by grading and landscaping. The grade on the site drops 10 to 20 feet below Clear Creek Drive. Bike parking is situated on the north side of the building and will provide a convenient location for Life Time customers and trail users. The amount of parking provided complies with the Design Pattern Book for the use and size of the building. Planning Commission 4 Case No. WZ-21-13/Life Time at Clear Creek Crossing Building Orientation The Design Pattern Book sets forth setback and building orientation requirements specific to each development district within Clear Creek Crossing. For PA 5 and 6 within the Harvest District, there are no build -to requirements because of grades and because of the Denver Water easement which traverses a majority of PA 6 along Clear Creek Drive. A 20 -foot setback is required along the southwest portion of the site, adjacent to the residences. Setback requirements are imposed by the DPB and the Life Time building complies with those standards. Architecture The architectural style is driven by the Clear Creek Crossing Design Pattern Book and Vision Book which call for a modern agrarian aesthetic that blends traditional agrarian forms and materials with a modern feel. It also requires strong attention to be paid to the pedestrian realm. The applicant has evolved the building design based on feedback from staff and the ACC over the past six months. The building is proposed to be approximately 60 -feet tall and the architecture is comprised of primarily brick, stone, metal panel and glass. The materials carry over to the north, west, and south elevations resulting in four-sided architecture. The rear (west) elevation incorporates similar stone elements as the front to enhance the view from the trail. An analysis of proposed architecture and compliance with standards of the Design Pattern Book can be referenced on the elevation sheets 12 and 13 in the SDP (Exhibit 4, SDP), and architectural perspectives can be found in Exhibit 6. The building form considers both the pedestrian realm and distant views, with trellis elements along the main entry and projecting elements utilizing varied materials at main focal points. Higher and lower areas of the building are accentuated using corner elements, changes to material, and architectural expression. Corners are anchored by brick masses with a contemporary take on Traditional -Agrarian detailing. The 8 -foot to 16 -foot vertical rhythm of the building field is broken with horizontal lines of precast stone, bronze metal, glazing, reveals, sweeps and cornices. All fagades visible from a street or public space incorporate reveals, belt courses, cornices, deep overhangs, repeating architectural expressions, color and textural changes, and articulation of windows and doorways. Base elements do not extend two -stories and are detailed to enhance the architectural streetscape and to provide a pedestrian -friendly scale. Overall fagade transparency on the street facing fagade meets requirements of the DPB. Landscaping, Open Space, andAmenities The project far exceeds the minimum requirements for 20% of the gross lot size to be landscaped by utilizing parking lot landscaping islands, as well as frontages and buffers for trees, shrubs, ornamental grasses and perennials. The site plan is over 40% landscaped, largely comprised of bands of drought tolerant native seeds and landscape screening at the perimeter of the site with more formal planting beds framing the building foundation and site amenities. Utility corridors prevented some tree plantings within landscape islands but have been relocated elsewhere on site. Small retaining walls were added along the southwest of the site to avoid steep slopes. The areas with the rolling hill effect will be primarily landscaped with native plantings. A public plaza and trail connection are proposed along the west side of the site, to be constructed by the master developer under separate permit. Grading, Utilities, Drainage and Traffic This SDP complies with all grading, utilities, drainage, and traffic plans. Sanitary sewer and water service will be provided by Applewood Sanitation District and Consolidated Mutual Water Company, Planning Commission 5 Case No. WZ-21-13/Life Time at Clear Creek Crossing respectively. All internal site utilities will be privately owned and maintained by Longs Peak Metro District and will be placed in utility easements. The utilities are generally located beneath the drive aisles. Multiple site constraints were balanced, including over 55 feet of elevation change across the site, a regional stormwater bypass system, a future regional trail corridor and the relocation of the Applewood sanitary sewer interceptor. The site was ultimately laid out to balance earthwork while maintaining manageable slopes throughout the perimeter of the site. Rather than constructing large, obtrusive retaining walls, the site plan embraces the topography of the site by incorporating large rolling landscape buffers. IV. SDP CRITERIA Staff has provided an analysis of the zone change criteria outlined in Section 26-305.D. The Planning Commission shall base its recommendation in consideration of the extent to which the following criteria have been met: 1. The proposed specific development plan is consistent with the purpose of a planned development as stated in section 26-301 of this article. The purpose of utilizing planned development zoning is to provide flexibility while accommodating well-designed, innovative developments that demonstrate efficient use of land and may not be feasible under a standard zone district. The SDP achieves these goals and proposes a high-quality building product in close proximity to the interstate, residential, and commercial facilities, supporting the mixed-use and interstate -oriented vision for the area. The site and building were designed to reinforce the character of Clear Creek Crossing as established in the Design Pattern Book. Staff concludes this criterion has been met. 2. The proposed specific development plan is consistent with the design intent or purpose of the approved outline development plan. The SDP is consistent with the intent and character statements of the outline development plan. The site incorporates quality landscaping, gathering areas and plazas, and follows architectural guidelines to fit the modern agrarian theme of Clear Creek Crossing. Staff concludes this criterion has been met. 3. The proposed uses indicated in the specific development plan are consistent with the uses approved by the outline development plan. The SDP is consistent with the use standards of the outline development plan. The ODP for Clear Creek Crossing lists indoor and outdoor recreation and parking as permitted uses in PA 5 and 6 or the Harvest District of Clear Creek Crossing which includes the subject site. Staff concludes this criterion has been met. Planning Commission Case No. WZ-21-13/Life Time at Clear Creek Crossing 4. The site is appropriately designed and is consistent with the development guidelines established in the outline development plan. The site and buildings were designed to adhere with development standards for the Harvest District. This includes the setback requirements applicable to PA 5 and 6 adjacent to residential, landscaping coverage, vehicle and bicycle parking, and gathering space. It integrates with the existing development sites to the north and south and takes into consideration vehicular and pedestrian circulation. Staff concludes this criterion has been met. 5. Adequate infrastructure/facilities are available to serve the subject property, or the applicant will upgrade and provide such where they do not exist or are under capacity. All responding agencies have indicated they can serve the property with improvements installed at the developers' expense. All required infrastructure and services are provided for within this SDP. Staff concludes this criterion has been met. 6. The proposed specific development plan is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual, Streetscape Design Manual, and other applicable design standards. As described above, the SDP is in compliance with the Clear Creek Crossing Design Pattern Book, which addresses architectural, site, and streetscape design. Staff concludes this criterion has been met. Staff concludes that the criteria used to evaluate the SDP support the request. V. AGENCY REFERRAL All affected service agencies were contacted for comment on the SDP and subdivision, specifically regarding the ability to serve the property. Referral responses follow: Wheat Ridge Engineering Division: The SDP is approvable. Minor corrections remain on the construction documents and will be approved prior to issuance of building permit. Wheat Ridge Building Division: No comments provided. Coordination will continue through development. Wheat Ridge Parks and Recreation: No comments provided. Coordination will continue through development. Wheat Ridge Police Department: No comments provided. Wheat Ridge Economic Development/Urban Renewal Authority: No comments. Planning Commission Case No. WZ-21-13/Life Time at Clear Creek Crossing West Metro Fire District: Can serve. Coordination will continue through development. Xcel Energy: Can serve. Utility coordination is ongoing. Century Link: Can serve. Utility coordination is ongoing. Comcast/Xfinity: No comments provided. Utility coordination is ongoing. Consolidated Mutual Water District: Can serve. Utility coordination is ongoing, as is the removal of an existing well easement near the property. Applewood Sanitation District: Can serve. Utility coordination is ongoing. Longs Peak Metro District: No comments provided. Denver Water: No concerns. Jefferson County Planning Department: No comments provided. Regional Transportation District: No comments provided. Colorado Department of Transportation: No objections. Prospect Recreation and Parks District: Acknowledgement of trail easement has been addressed. Coordination will continue through development. Clear Creek Crossing Architectural Control Committee (ACC): The ACC has reviewed and provided a recommendation of approval of the SDP. Refer to Exhibit 8. VI. STAFF CONCLUSIONS AND RECOMMENDATION Staff has concluded that the proposed SDP is consistent with the planned development regulations, with the goals and policies of the City's guiding documents, and with the proposed ODP and supporting documents. Because the review criteria support the SDP, Staff recommends approval of the Specific Development Plan. As noted above, the Planning Commission is compelled to review the application against the SDP criteria for review. The intent of the Planning Commission's review is to allow a publicly appointed body and the public at large to verify staff's conclusion that the project meets the intent and standards of the underlying zoning. VII. SUGGESTED MOTIONS — SPECIFIC DEVELOPMENT PLAN Option A: "I move to APPROVE Case No. WZ-21-13, a request for approval of a Specific Development Plan for a Life Time fitness facility on property located at 3501 Clear Creek Drive within Planning Area's 5 and 6 of the Clear Creek Crossing Planned Mixed Use Development, for the following reasons: Planning Commission Case No. WZ-21-13/Life Time at Clear Creek Crossing 1. The specific development plan is consistent with the purpose of a planned development, as stated in Section 26-301 of the Code of Laws. 2. The specific development plan is consistent with the intent and purpose of the outline development plan. 3. The proposed uses are consistent with those approved by the outline development plan. 4. All responding agencies have indicated they can serve the property with improvements installed at the developer's expense. 5. The specific development plan is in substantial compliance with the applicable standards set forth in the outline development plan and with the City's adopted design manuals. With the following conditions: 1. Staff to verify consistency between the SDP and plat prior to recording. 2. Periodic inspections of grading shall be required during construction to ensure a rolling hill effect is achieved. If determined by Engineering as a need during inspections, stacked boulders or similar shall be incorporated to avoid steep slopes. Option B: "I move to DENY Case No. WZ-21-13, a request for approval of a Specific Development Plan for a Life Time fitness facility on property located at 3501 Clear Creek Drive within Planning Area's 5 and 6 of the Clear Creek Crossing Planned Mixed Use Development, for the following reasons: 1. 2. ... Planning Commission Case No. WZ-21-13/Life Time at Clear Creek Crossing EXHIBIT 1: AERIAL yrepms -` InformMion Systans r Leoentl N a , �Su heed Property - 1..wheat Rapeatyumte COUNTY Planning Commission Case No. WZ21-13/ Life Time at Clear Creek Crossing 10 Plarming Commission Case No. WZ21-13/ Life Time at Clear Creek Crossing YOUNGROUDSTPRET MILL COMMERC AL a DISTRICT OWAGON Po• PEN SPACE DISTRICT S ma _'' u..... •�. ...u• sC WOMESTEAC sommon0a RESIDENTIAL DISTRICT l� 104 70 VINEYARD PA PA R COMMERCIAL DISTRICT'.'. PAS ... HARVEST • RACOMMERCIAL E DISTRICT I;`yya'_ PASes "` F eyl-v ...... � I� of Planning Area 5 and 6 Standards DEVELOPMENT STANDARDS: HARVEST DISTRICT PERMITTED USES REFER TO CLEARCREER CROSS/NG OUTLINE DEVELOPMENT PLAN AMENDMENT FOR ALL PERMITTED USES BUILDINGS SHALL BE PLACED ACCORDING TO THE SETBACKS OUTLINED BELOW BUILD TO STANDARDS ARE NOT REUU RED ON CLEAR CREEK DRIVE IN PLANNING AREA5, 6, OR 1. WHEN MULTIFAMILY USES ARE PROPOSED IN THE HARVEST DISTRICT SITE PLANNING (PA5,PA-6,ORPA7), THE FOLLOWING DEVELOPMENT STANDARDS FROM THE HOMESTEAD DISTRICT SHALL APPLY MINIMUM LANDSCAPE REQUIRED MAXIMUM BUILDING HEIGHT, PARKING, BICYCLE PARKING, BUILDINGS /ARCHITECTURE MATERIALS, LANDSCAPE, LIGHTING, SIGNAGE, AND OTHER REQUIREMENTS PLANNINGAREA5 • MINIMUM SETBACK IS5PER STORY • WHERE DEVELOPMENT ABUTS A LOW DENSITY RESIDENTIAL USE, A 20 FOOT SETBACK LANDSCAPED WITH GRASS AND TREESAND/OR SHRUBS SHALLAPPLY PLANNI NGAREA6 SETBACKSAND BUILDINGS SHALL BE ORIENTED PROXIMATETO PRIMARY PEDESTRIAN ROUTES WITHIN ANDAMONG THE PLANNING AREA TO BUILDING ORIENTATION REAPPROVED DURING SDP REVIEW • ALONG THE SOUTHERN AND WESTERN PROPERTY LINES OF THE PLANNING AREA, AMINIMUM SETBACK OF 5 FEET PER STORY SHALLAPPLY • WHERE DEVELOPMENT ABUTS A LOW DENSITY RESIDENTIAL USE, A20 FOOT SETBACK LANDSCAPED WITH GRASSAND TREESAND/OR SHRUBS SHALLAPPLY PLANNINGAREAT • MINIMUM SETBACK OF 5 FEET PER STORY SHALL APPLY MAXIMUM LOT COVERAGE 80% MINIMUM LANDSCAPE REQUIRED 20% MAXIMUM BUILDING HEIGHT 65'-0" PARKING SURFACE AND/OR STRUCTURE PARKING PER SECTION 25(PARKING AND SERVICE). BICYCLE PARKING BICYCLE PARKING PER SECTION 26(BICYCLE PARKING) 1 BICYCLE SPACE PER EVERY 20 AUTOMOBILE PARKING SPACES, BUT NO LESS THAN 4 SPACES BUILDINGS/ARCHITECTURE REFER TO SECTION 30(BUILDING DESIGN) MATERIALS REFER TO SECTION 40(MATERIALS) LANDSCAPE REFER TO SECTION 50(LANDSCAPE) LIGHTING REFER TO SECTION 60(LIGHTING) SIGNAGE REFER TO SECTION T 0(SIGNAGE) Planning Commission 13 Case No. WZ-21-13 /Life Time at Clear Creek Crossing EXHIBIT 4: SPECIFIC DEVELOPMENT PLAN See attached. Planning Commission 14 Case No. WZ-21-13/Life Time at Clear Creek Crossing LIFE TIME - CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION 30, OWNER'S CERTIFICATE: THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. EVERGREEN — CLEAR CREEK CROSSING, L.L.0 AN ARIZONA LIMITED LIABILITY COMPANY BY: TYLER L. CARLSON EXECUTIVE VICE—PRESIDENT STATE OF COLORADO ) SS COUNTY OF JEFFERSON 1 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , A. D. 20 m WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC SURVEYOR CERTIFICATION: TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO OWNER'S CERTIFICATE: THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. LIFE TIME REAL ESTATE, INC. BY: ---------------------------- KARI BROYLES VICE PRESIDENT, CHIEF PROPERTY DEVELOPMENT COUNSEL STATE OF MINNESOTA ) SS COUNTY OF HENNEPIN 1 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , A. D . 20____ BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC I, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF LIFE TIME — CLEAR CREEK CROSSING WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. (SURVEYOR'S SEAL) COUNTY CLERK AND RECORDERS CERTIFICATE 43r_'I12W• IKoff] x•]:?_1i16 SIGNATURE SS COUNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT O'CLOCK __.M. ON THE DAY O F , A. D . , IN BOOK , PAGE RECEPTION NO. JEFFERSON COUNTY CLERK AND RECORDER DEPUTY PLANNING COMMISSION CERTIFICATION APPROVED THIS ___ DAY OF PLANNING COMMISSION. CHAIRPERSON CITY CERTIFICATION APPROVED THIS DAY OF RIDGE. ATTEST CITY CLERK COMMUNITY DEVELOPMENT DIRECTOR MAYOR BY THE WHEAT RIDGE BY THE CITY OF WHEAT ESI W 32ND AVE n( VICINITY MAP SCALE: 1 " = 1000' t IFrr SITE DATA TABLE EXISTING ZONING CLEAR CREEK CROSSING PLANNED MIXED USE DEVELOPMENT PROPOSED LAND USE INDOOR AND OUTDOOR RECREATION TOTAL AREA 12.20 ACRES FLOOR AREA BY USE 5 HEALTH CLUB 111,000 SF LANDSCAPE PLAN 7 REQUIRED/ALLOWED PROPOSED LOT SIZE N/A 531,424 SF BUILDING SETBACK MIN. 5' PER STORY (15') 62.17' MIN BUILDING HEIGHT 65' MAX 63.77' BUILDING COVERAGE N/A 39,020 SF / 8% HARDSCAPE N/A 273,379 SF / 51 TOTAL LOT COVERAGE 425,139 SF / 80% MAX 312,399 SF / 59% OPEN SPACE/LANDSCAPING 106,286 SF / 20% MIN 214,956 SF / 41 SOD 30% OF LANDSCAPE MAX 0 SF / 0% CLEAR CREEK DRIVE (748 LF PUBLIC FRONTAGE. 1 TREE PER 30 In 25 27 SOUTHERN RESIDENTIAL BUFFER (816 LF. 1 TREE OR SHRUB PER 2LF) 408 TREES OR SHRUBS 408 TREES AND SHRUBS* ON—SITE TREES (1 TREE PER 1,000 SF) 107 143 ON—SITE SHRUBS (1 SHRUB PER 1.000 SF) 1063 1217* PARKING ISLANDS** (1 ISLAND PER 25 PARKING SPACES) (525 PARKING SPACES = 21 ISLANDS) SINGLE ISLANDS (1 TREE AND 4 SHRUBS PER ISLAND) (16 - 16 TREES AND 72 SHRUBS) 11 TREES / 92 SHRUBS*** DOUBLE ISLAND S (2 TREES AND 8 SHRUBS PER ISLAND) (26 = 52 TREES AND 208 SHRUBS) 52 TREES / 233 SHRUBS* PARKING STANDARD 357 511 STANDARD + 6 MOTORCYCLE ACCESSIBLE 2% OF TOTAL 11 BICYCLE 18 18 * QUANTITY DOES NOT INCLUDE ORNAMENTAL GRASSES OR PERENNIALS. ** 1 PARKING LOT ISLAND PER 25 PARKING SPACES *** 5 TREES EXCLUDED TO UTILITY CONFLICTS WITHIN THE PARKING LOT ISLAND. REQUIRED TREES HAVE BEEN RELOCATED ELSEWHERE ON SITE SHEET INDEX: 1 COVER SHEET 2 SITE PLAN 3 GRADING & UTILITY PLAN 4 LANDSCAPE COVER 5 OVERALL LANDSCAPE PLAN 6 LANDSCAPE PLAN 7 LANDSCAPE PLAN 8 LANDSCAPE PLAN 9 LANDSCAPE PLAN 10 LANDSCAPE DETAILS 11 LANDSCAPE DETAILS 12 BUILDING ELEVATIONS 13 BUILDING ELEVATIONS 14 SITE DETAILS 15 PHOTOMETRIC SITE PLAN CASE H I STO RY WZ-21-13 WS -06-01 WS -19-04 WZ-06-03 WS -17-07 SUP -06-05 WZ-16-07 SUP -05-04 WS -11-01 WZ-05-02 WZ-11— 02 WZ— 05— 01 WZ-11-01 SUP -05-01 ANX-11-01 ANX-05-01 SUP -10-01 � U)� 0 LEGAL DESCRIPTION: Lim t I Inns 2902 CORPORATE PLACE CHANHASSEN, MN 55317 PHONE: (952) 229-7521 CONTACT: KARI BROYLES CIVIL ENGINEER: COLLINS ENGINEERS, INC. 455 SHERMAN STREET, SUITE 160 DENVER, CO 80203 PHONE: (303) 447-0090 CONTACT: ALEX SALTZGAVER LANDSCAPE ARCHITECT NORRIS DESIGN 1101 BANNOCK STREET DENVER, CO 80204 PHONE: (303) 892-1166 CONTACT: CHRIS MUIR FLATIRONS, INC. 4501 LOGAN STREET DENVER, CO 80216 PHONE: (303) 936-6997 CONTACT: WILLIAM WERNER Ll 11] 19I11Casio] �Ir_T61 CONSOLIDATED MUTUAL 12700 W 27TH AVENUE LAKEWOOD, CO 80215 PHONE: (303) 238-0451 CONTACT: CASEY BURTIS UTILITY CONTACT: APPLEWOOD SANITATION DISTRICT 4885 WARD RD WHEAT RIDGE, CO 80033 PHONE: (303) 232-6883 CONTACT: JAMES R. LAN DY BLOCK 4 LOT 3, CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 RECORDED AT RECEPTION NUMBER 2019087681, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 19, AND THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTRY OF JEFFERSON, STATE OF COLORADO CONTAINING 531,476 SF, OR 12.20 ACRES, MORE OR LESS. PROJECT DESCRIPTION / CHARACTER OF DEVELOPMENT LIFE TIME — CLEAR CREEK CROSSING IS A NEW PRIVATE HEALTH CLUB LOCATED WITHIN PLANNING AREA 5 AND A PORTION OF PLANNING AREA 6, THE HARVEST COMMERCIAL DISTRICT, AS ESTABLISHED BY THE CLEAR CREEK OUTLINE DEVELOPMENT PLAN (ODP) AND CORRESPONDING DESIGN PATTERN BOOK (DPB). THE ODP ESTABLISHES A VARIETY OF PERMITTED COMMERCIAL AND RETAIL SERVICES INCLUDING INDOOR AND OUTDOOR RECREATIONAL FACILITIES. THE LIFE TIME — CLEAR CREEK CROSSING FACILITY INCLUDES A 39,000 SF 3—STORY HEALTH CLUB BUILDING FOOTPRINT WITH A TOTAL GROSS FLOOR AREA OF APPROXIMATELY 111,000 SF AND AN OUTDOOR POOL DECK OF APPROXIMATELY 419425 SF. THE BUILDING IS ORIENTED TO PROVIDE STRONG VISIBILITY FROM THE FREEWAY ALLOWING THE OUTDOOR POOL DECK TO OVERLOOK THE SCENIC MOUNTAINS TO THE WEST. THE LANDSCAPING ADJACENT TO THE BUILDING IS DESIGNED TO GROUND THE MODERN AGRARIAN THEME AND IMPLEMENT NATIVE AND DROUGHT TOLERANT PLANTS AT THE PERIMETER OF THE SITE. A 20 FT LANDSCAPE BUFFER IS PROVIDED TO ADJACENT RESIDENTIAL PROPERTIES. PEDESTRIAN CONNECTIVITY WILL BE PROVIDED NORTHBOUND TO THE CLEAR CREEK CROSSING DEVELOPMENT, SOUTHBOUND TO CLEAR CREEK DRIVE AND THE WESTBOUND TO THE FUTURE TRAIL TO THE WEST OF THE SITE. STAN DAR D NOTES 1. ALL DEVELOPMENT THAT IS PART OF THIS SITE DEVELOPMENT PLAN SHALL CONFORM WITH THE CLEAR CREEK CROSSING PLANNED MIXED USE OUTLINED DEVELOPMENT PLAN. 2. ALL EXTERIOR LIGHTING SHALL COMPLY WITH THE CLEAR CREEK CROSSING DESIGN PATTERN BOOK AND SECTION 26-503 OF THE WHEAT RIDGE MUNICIPAL CODE. 3. ALL SIGNAGE SHALL COMPLY WITH THE CLEAR CREEK CROSSING DESIGN PATTERN BOOK AND ARTICLE VII OF CHAPTER 26 OF WHEAT RIDGE MUNICIPAL CODE. 4. CROSS ACCESS SHALL BE PROVIDED TO THE NORTH AND SOUTH IN COMPLIANCE WITH CLEAR CREEK CROSSING ODP AND SUBDIVISION. LIFETIME HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 160 Denver, Colorado 80203 voice: (303) 447-0090 fax.- (303) 447-9141 web: coiiinsengr- com NORMS DESIGN Planning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com Know what's below. Call before you dig. z O o_ Of U W 0 En Z O � N � UJ Of �W t4 - E .E -0-0 00 V)V) N N Q N O � N N O �ZI-IN W W (n W > 0 U Z O LU N O N drawn by: M checked by: ACS approved by: 0 QA/QC by: BMF (' Z drawing no.: Z Z cnOZ UC)Z Y W LLJ � UZLU� � U)� 0 W 0 Q J U LU ��LLJ wUcn "lcl� J � � V LU Q W D U Ua D Q O J O C) w o W J U � � Q w z drawn by: NPS checked by: ACS approved by: ACS QA/QC by: BMF project no.: 12236-25 drawing no.: date: 10/20/21 I E J n LIFE TIME -CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO N ' I 26' FIRE i� .� ` •� ���� , LOT 1, BLOCK 4 I I I 1 ACCESS, AND CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 I � SIDEWALK TO I:: UTILTY EASEMENT 'J AT GRADE I I I I CLEAR CREEK FENCE \� \ FUTURE I TEMPORARY PAVING 30' WATER EASEMENT ON SEE ARCHITECTURAL CONNECTION I CROSSING SUBDIVISION / FOR EMERGENCY i I FLG. N0. 3 I ,. I SITE .. • TURNAROUND CONNECTION BY LOT 2, BLOCK 5 I _ I I I :: I ACCESSIBLE 'I TEMPORARY ASPHALT CURB � CLEAR CREEK CROSSING LIGHTING •� OTHERS E SUBDIVISION FILING N0. 3 I TYP • ROUTE (TYP-), ( ).f I I 4 STAIRS W CROSS ACCESS LANDSCAPED/ -15 BUILDING SETBACK ) HAND RAI L P I A=2 25 39 ED ISLAND (TY P) _ , ENHANCED _ N _ E _ I - - , _ - - - R=703.5 0 C f \ ECT4- PUBLIC . , < .: o CON .:. , ,.,.,.r,.Y.. ... ..,N �9 . ..�,.. , AIL _> : � .. ..,. .. .. :. 1BIKERACKS18 260;LAZA , , : H 59 38 : C S01 E ........... ....:.......:......... AL RS I -- ...:....:.. ...... SEE ARCHITECTURAL H ITE CTU R BY OTHERS) ) 12 °• E 29.80 \ II I I I „ I I 4. ' DETAILS TBD I WATER N .I ___._ „ 12 STAIRS TO �� t � ��•�� � _ �- � I EASEMENT O Wa 1L ..ir ` •.h �� I � I I I III /2 FUTURE TRAIL _. T �.:: _ :� �- I \ 8 0 �- 24 0' NOTE I 1 I 26' FIRE, SANITARY AND EXISTING 30' ^;• CONCRETE •� ,o � 1 _ �x'`�`�������==�� ACCESS EASEMENT SYMBOLS ARE TO INDICATE I::I SIDEWALK \_ PROPOSED TURF AREA. i 2 -WAY TRAFFIC IN ALL \ APPLEWOOD I STAN DAR D II II SEE ARCHITECTURAL 26.0 n m DRIVE AISLES AND ARE TRACT A SANITATION CONCRETE til 6.0 PLANS FOR DETAILS I k.,, 1 6.0 NOT P R O P O S E D STRIPING CLEAR CREEK CROSSING RETAIL \ DISTRICT ENHANCED CONCRETE A �. I:_.:,:,.<: M \ UTILITY I I CONCRETE �a I CONCRETE - „ >n __..t; PATIO WITH TRELLIS 24.0 URB \ EASEMENT FENCE = SIDEWALK ENHANCED CONCRETE B I SIDEWALK 6 VERTICAL C \ SEE ARCHITECTURAL - SEE LANDSCAPE PLANS I_,;; SEE ARCHITECTURAL �� -AND GUTTER TYP \ _........_...._........_.._ LIFE TIME - CLEAR CREEK CROSSING 0-9 5 15 I I JnEXISTING 14 TRAIL I : TOTAL BUILDING AREA = 39,431 SF 202.0 r.,:-/3, ... �ICURB EASEMENT 1n _... _UU 3 STORIES - 24.00' GROSS FLOOR AREA = 111,000 SF \ BUILDING TYPE - IIB I ,. ' BOLLARD WITH I .. �� �� SINGLE PUBLIC ENTRY zw N I I ,� DOSED POOL DECK `I =1 6" SPEED SIGN (TYP.) - LANDSCAPE ISLAND f.� N =11 TABLE LANDSCAPED AREA `� I ROP ENHANCED CONCRETE A _ E o I 1n 41,425 SF O � SEE LANDSCAPE PLANS I = - ACCESSIBLE - (NP) > I I 1n �� I IIII>>� - - STANDARD CONCRETE I yY`, I LANDSCAPE PARKING (TYP.) _ o >� , IluI N 3 FUTURE TRAIL ,� BOULDER+ I �' Y o t I 70 OFF RAMP I T" MOTORCYCLE PARKING I I I I s" - ;'; = � AND AMENITIES I >n w r °• �� 175.6' I I I _ -- WAYFINDING SIGNAGE (BY OTHERS) I I 24.0 6.0 CONCRETE SIDEWALK �. 1n .s* I - / I , z I I I I-70 ON RAMP / . m 6.0 CONCRETE SIDEWALK ,3 111 111 111 a - - - - - . . ....:.:. a 6 #ff 1 1 1 1 1 1 w ss(�- Y - I U $s 26 FIRE, ANITARY I > Ls s3 I w 1 • I 0 w - - -� AND ACCESS EASEMENT S= .I _ - J m l I BOULDER RETAINING WALL A SP HA LT C63 -C) V) o SEE LANDSCAPE PLANS 18.0 TYP. _PAVEMENT I W ( ) LOT 1 BLOCK 3 I Y V - Z C.� KUM & GOAT - - n 13 n J - I 13 U 13 13 - 13 O 13 O 24.0 - 13 O O O O ��'� O li CLEAR CREEK CROSSING - I �p� nn V -u_ ��co V _u - V -u_ O i � S I U TRASH ENCLOSURE I I ,3 J cn i M O EXISTING DRA/NAGE-------- --------------- .. I _< I 9.0 (TYP.) 0 I 8 ,. 24.0 I O N EASEMENT J 6.0 TO BE EXTINGUISHED DRAINAGE CONCRETE EXISTING PROPERTY LINE I , EASEMENT -I SIDEWALK w a a 3 / TO BE VA CA TED 10' UTILITY - - -- -- EASEMENT S89"! 0'06"W ='' 26 0 I I 26.0 � I � :;,::�-;::�:::� REGIONAL f 6 VERTICAL CURB 1= '= =1 a 3 /c� STORMWATER 10 UTILITY 259.68 TYP II II AND GUTTER ( ) 11111 w BYPASS EASEMENT EXISTING REGIONAL BYPASS 1111 11111 11111 SWALE SWALE RIP RAP RUNDOWN I I -6.0' SIDEWALK I 3 - CONCRETE TO BE REMOVED AND REPLACED I I I _-:.4a 1 EXISTING UTILITY 2, , (BY OTHERS)6.0 TO EASEMENT NOTE: SEE SEPARATE TO BE EXHIBIT FOR y =.; 9 9 O O O O U EXTINGUISHED 0 ` SIGHT TRIANGLES EXISTING FENCE TO I 6.0 :+ REMAIN - ' , 3 , 3 / , 2 WIDE X 6 LONG WHITE CONCRETE I I SIDEWALK � EXISTING SIDEWALK CROSSWALK STRIPING TYP - -- --- BOULDER RETAINING WALL I, 24.00 SEE LANDSCAPE PLANS LANDSCAPED AREA ROXBURY GARDENS N _ I P N I I I. ti„Y o I 24.0 24.0 I 1 6.0' " I " 15' BUILDING I 4 WHITE z = 1 ` YSETBACK EI T_I BAC�I KCONCRETE= PARKING STALL20 LANDSCAPE BUFFER MONUMENT`STRIPING (TYP) I EX. UTILITY EASEMENT 1.75' SEPARATION 15 BUILDING SETBACK I I I \a, (REC NO 2019066973) BETWEEN MONUMENT A=34 '03'21 26' FIRE, SANITARY AN D UTI LITY R=12.50' II I SITE LIGHTING • AND ACCESS EASEMENT EASEMENT=7.43 ACCESS s s LANDSCAPED AREA NP• CH -S72°11, 31 W - EASEMENT M ENT I 7.32 - VY DUTY HEAVY 0 -I S891311 W- ASPHALT 102L :...:.... . .... ...3:...:<.:.. ... ....... .....::..: T . 10.50 LOT 6 u 75 30 WATER EASEMENT ...•. :. 49 E :. S00 46 .:..1 1 E ool .......:..... .. ,.. 3 ----- 20 DRAINAGE EASEMENT -- �� �� W- 000, -, CLEAR CREEK CROSSING PLANNED DEVELOPMENT I I C' W. 40TH AV - I .Q I 0 F TSP SITE�y- - 1' W 32ND AVE VICINITY MAP O SCME. 1' - 1000' EXISTING PROPOSED PROPERTY LINE --------- CATCH CURB & GUTTER SPILL CURB & GUTTER __5.305-_ 530 5304 \ CONTOURS 530:4 BUILDINGS \\\\\\\\\\ ------- UTILITY EASEMENT ------- ACCESSIBLE ROUTE --------- SITE LIGHTS 4 LIFETIME HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 160 Denver, Colorado 80203 voice: (303) 447-0090 fax.- (303) 447-9141 web: coiiinsengr- com NORMS DESIGN Planning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com Know what's below. Call before you dig. z 0 D_ U Cn w 0 En Z 0 in w Of -- E E V)V) 04 N N w �� Q N O � N N O W N W Z Z O w I+ A=39°47 33 ACCESS EASEMENT _ R=12.50 drawn by: NPS '-� _ checked by: ACS 36.0 3'49"E �-8.68 LOT 2 S89°24'56"W CROSS ACCESS EXISTING COMBINED w-CH=S70°53'02"E SCALE: 1" = 50' approved by: ACS 564.11' ACCESS EASEMENT 8.51' QA/QC by: BMF LOT1, BLOCK 2 '� APPLEWOOD GARDENS I '� I 70 WEST BUSINESS CENTER TD BE EXTINGUISHED Cf)I 50 40 30 20 10 0 25 50 project no.: 12236-25 2ND FILING SUBDIVISION FILING NO. 3 -{ drawing no.: V g I date: 10/20/21 SHEET 2 OF 15 2 co 0 (' Z Z Z cnOZ U�Z Y WLLJ � UZ_J � U)� (D W 0 LLJ Q� J U w� ��Ua wUcn "[)� J 0� V Q W D U D Q O J O w o W J U � � Q w 3:z I+ A=39°47 33 ACCESS EASEMENT _ R=12.50 drawn by: NPS '-� _ checked by: ACS 36.0 3'49"E �-8.68 LOT 2 S89°24'56"W CROSS ACCESS EXISTING COMBINED w-CH=S70°53'02"E SCALE: 1" = 50' approved by: ACS 564.11' ACCESS EASEMENT 8.51' QA/QC by: BMF LOT1, BLOCK 2 '� APPLEWOOD GARDENS I '� I 70 WEST BUSINESS CENTER TD BE EXTINGUISHED Cf)I 50 40 30 20 10 0 25 50 project no.: 12236-25 2ND FILING SUBDIVISION FILING NO. 3 -{ drawing no.: V g I date: 10/20/21 SHEET 2 OF 15 2 M a ii vi a Lu a 91 i J U (D 0 (D D (D E J n LIFE TIME -CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON. STATE OF COLORADO ri• :I.' I II IIII 11 IIIII 1 1I: I �r II I IIIII IIIII I I I IIII I � I:I: '� I� \ � LOT 1, BLOCK 4 CLEAR CREEK CROSSING \ �� IIII III I I I I I I I I I �I I II II I1I IIII1 IIIII IIIIIII III III IIIIIIIII IIIIIIIIIII III IIIIII IIIIIIIIII IIIII IIIIIIIIIIIIIIIIII IIIIIII I IIII II IIII IIII IIIII II IIII II I I I III I IIIIIIIII II I II III. I, 1II Ii1II I 2I I I ". II IWII! AI TI ER II IIII IMII A,IIIIIN►I 11IIi I-' I:.,II�I (II // IIj //i/ -....:.1... .2. ., .. ,W.....A.T..E.. . R .,G-..M.;.:.,A...I.::.N.--TEMPORARY .....::::....r.... ... .. .. >..: .r ... TEMPORARY E.M....E:...-........R.... ._.G.. . E...:.N.....C. Y 18 _ HD v. .:.. is -- SUBDl4. IVI . SIOrN FILING N 0II 1�I. - , 3 vTURN-AROUND (BY OTHERS)CONTINUES OFFSITE (BY OTHERS) 30' WATER UTILITY OFFSITE CONTINUATION TO EASEMENT OFFSITE CONTINUATION EXISTING PROPOSED FIRE OFSTORM SEWER OF WATER MAIN (BY OTHERS) SANITARY IJill HYDRANT (BY OTHERS) CUR`B - CUT -_ I I 1III II I I III IIII I I I IIlII IIII I II Il III I IIII (III 1 I1 t:TEMPORARY ASPHALT CURB OTHERS) SE CURB CUT 18» HDPE STORM MANHOLE I III CURB CUT E - - ---_ STORM MANHOLSTORM MANHOLE PE 2 BLOCK 5 sr CLEAR CREEK CROSSING 36 HDPESTORM INLET HDPE SUBDIVSION FlLING N0. 3 I III II , . I� \\ \\ I I I I I III > - I IIIIIp I I I I IIII I IIII I II I I I)(I/\\ II) / ti�I /lI/II1 It IIII (\II�lIf\ I 1jIII�I�IIII�1I1(I1III1IIIII1II III1 I I IIIIIIIIIIII I II IIIIIIIIIIIIIIIII IIIIIIIIIIIII IIIIIIIIIIIIIIII I II I. I IIIII I I� I I I IIM III IIII ILI�x-- IIIII III I IIIII I IIII I II IoI II m --� DRAIN �III I ::':°:`=;:::= A I li I I I �\ �i ►rI i � 5�� ti� - I IIII I 1 I II II1 1 I IIII1IIII I 1 I 1 II T, Ll T I I STORMINLET PROPOSED FIRE Jill 4.11IISTORM INLETSTORM INLEHYDRANT 18 HDPEEXISTING 30 (BY OTHERS) 1 Ng/ 3 'APPLEWOOD POOL DRAIN TROOF SANITAION DISTRICT PROPOSED GREASE EPROPOSED GREASE /^NLnINTERCEPTOR IRRIGATION UTILITY INTERCEPTOR LINESTORM INLETEASEMENT \\\ �I I I I II II i III I I I IIII I I I I I' II ►, I I I II I I SANITARY SEWER MAIN30» HDPEIIHIT, I 3'/3 TO BE ABANDONED I I IIIIIIIII IIII III IIII I I I I I II �� . _ I s:: ;:: I I I III I II IIII I I I IIII I I I I LIFE TIME CLEAR CREEK I I I 1 N J III I I 1 1 I III I I I I I I• ► IIII I GAS SERVICE BY OTHERS / I I •: �� a L=0A CROSSING 4.�o I DOMESTIC WATER PROPOSED FIRE HYDRANT 1I 1 I/I1 / l / � /3'FFE 5474.5SERVICE -:-,�./%////j/ /ii/�i �/iil//// �/ 1 1/r /l j l/1 / �/ /I/ l I/ I II I III II III IIIIII IIIII •IIII II% I I 11 IIIII �II...::• ��:. I IIISI III I I IIIIII IIIIIIIIIII II I m � ����,__, �- I ,a b, ►. ..,.,b:► ,\ a(BY OTHERS) THERS) I1 FIRE WATER I 1I5I , lII .� � SERVICE b \ � I I I I �� I ELECTRIC SERVICE BY OTHERS ss� FDC LOCATION IIJill ( STORM INL / 1 I�p s5 PROPOSED FIREECTRICAL 1 : /0 CIO TRANSFORMER HYDRANT STORM INLET L= PROPOSED WATERFFE 5474.5 STORM INLET I I II I I 1 \ r- I METER I / 15 HDPE ROOF DRAIN I I I I I I I I C= / STORM INLET I IIII (BY OTHERS), JUNCTION STRUCTURE I Bei ►u ►u Ir lil , I I < < I �� » \.� , , - .::' \ 30 HDPE / ELECTRIC SERVICE BY OTHERS // 15 HDPE = 18 HDPE _ _ _ _ _ \ "�r �J vv Xy \ \ LOT 2, BLOCK 2 •. \ CLEAR CREEK CROSSING RETAIL HIGHWAY 5S CLEAR CREEK CROSSING PLANNED DEVELOPMENT \ W. 40TH A 9,Q SITE ����'�% EXISTING LIFETIME 0 HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 160 Denver, Colorado 80203 voice: (303) 447-0090 fax.- (303) 447-9141 web: coiiinsengr- com NORMS DESIGN I Planning I Landscape Architecture I Branding 1101 Bannock Street Denver Colorado 80204 I P 303.892.1166 0 www.norris-design.com II W3zNOAVE VICINITY MAP SCALE 1' - 1000• PROPERTY LINE CATCH CURB & GUTTER SPILL CURB & GUTTER PROPOSED �5J05-_ 530 - - - -' 5304 \ CONTOURS 5304 -__ I I 5460'1 1 \ �� N \ 1 STORM INLET __ - - - :. 15 HDPE POOL DRAT 1 I_ T FIBER OPTIC SERVICE BY OTHERS 1 -� 'I, BUILDINGS L - S• , STORM INLET :....' _..::...,.•' b - \ i F� - - 1 FO r - FO \ - - I m TO INLET F ,a A / GA \ - AS GAS S ,. GAS GAS G - S GA : As 1 �S GAS G u .ds AS E: - H uce U LIGE GE _ I ^ i4' $•' LIGE _ LIGE U S s , 1 UTILITY EASEMENT _ I r STORM INLET - _ I - 5 4 I I _ I _ - 18 HDPE 7 ---- - �- I 4 I � ..,. _.....•. 18 HDPE � 4 � _ SANITARY SEWER - - 18 HDPE 3 I = II .5:1 BOULDER RETAINING WALL - - _ _ sr - _ I SANITARY SERVICE SS -SVC TOW 75.29 I \ _ - LOT 1 BLOCK 3 _ - I - _ - 18 HDPE 195 LF _ - BOW 75.29 "` I o I I I � a \ - - - I - .. - - - \ � � _ ate- I KUM & GO AT - � STORM MANHOLE I I M - - WATER LINE BOW 75.27- 1 w w - ��w 5 I I - CLEAR CREEK CROSSING 2.5 MAX HEIGHT - » I I I •4: TOW 78.15 STORM INLET 4`' - - _ _ 0 1 S TOW 75.27 18 HDPE I - 0 4- _ I _ o 8 - 6 I / 4 \ SEE LANDSCAPE PLANS _� - _ - _5 BOW 77.68 BOW 76.15 - se � / III _ _ _ - _ _ - e;� _ I - n 4 /cn I ELECTRIC LINE LIGE En I BOW 76.10 - in - - - - E TOW 79.68 I / - _TOW 78.10- - - - - - - - - - - =v� _ \\ I 476- ViL,,=24" / / �i I I \ \ - - - ✓ - - - TOW 80.40 TOW 82.33 a';: I �� 24 HDPE / - // �/ J o1 \ \ \ -FO-FO FIBER OPTIC LINE -FO-FO 77.39- � � / / ° \ \ _ BOW 80.39 STORM INLET / / / \ \ - - J TOW 79.89 -TOW 79.38 - \\ , \\ BOW 79.83 �1,o I w;.,;;::: ':. � / / / / \ \ \ \ GGAS LINE G G �g \ � I I I i / � S4 - = - - _ _ - - - - _ - �\�J • > '';. I - I I I I 3» / \ \ \ - ST ST- STORM SEWER ST ir x3 o'I 3 \ \ \ \ N -5478 - _ I I �t / \ \ \ \ MANHOLE 11 7 77 / I DRAINAGE _ = / / TOW 83.23 - _ _ � - _ -=- : ` "'`>` - - = _- - - _ l 1 \ 3„ - - a _ -, _. - -� STORM MANHOLE , I I I l \ \ \ STORM INLET - �� \ \ \ EASEMENT, % ��� REGIONAL BYPASS / / / // BOW 80.73 = 548 - - - 5_ _ _ _� ,, �I - - - - 1��� 18 HDPE - -- OUTLET (BY OTHERS) ` \ / / / 4: I 1 BYPASS SWALE /, , _ _ _ _ l - 11111 ::. :: I \ \ \ \ / _ �, \ \ GREASE INTERCEPTOR - STORM INLET I III y )3 \ REGIONAL �� _ �`\� // // TOW 87.21 \ '�-STORM INLET 8" HDPE- \\ \\/////// BOW 84.71 \ --STORM BYPASS . I STORM INLET I `;':n 4 \ o� III I I ( I I \ \ FLOW ARROW DRAINAGE SWALE \ _ 30 REGIONAL , III 1 5480 �� -- I I I I I 10' UTILITY EASEMENT \ \ - -�� �� III I \ p4'0 I -- I I I - \ SCALE- 1 50 STORM BYPASS II I j �i/�� BY OTHERS \ / I I S4an- `� I' 18 HDPE I i \ \ � _ STORM INLET - I II I � I \ ire 00 inn-► 18" HDPE a. -- I I IIII I N V' \ NOTES: 50 40 30 20 10 0 25 50 I I I I I I I \ . \ \ 1. SLOPES SHALL NOT BE STEEPER THAN 3:1 ///// TOW 88.7 / BOW 86.24 \\ S 2 18" HDPE RCPII II II II I I IIII III IIIII II I I NN V//-\\s\TAr82 x STORM MANHOLE // \ \ \ \ \ I I I I I \ \ ROXBURY GARDENS I I I �! I TOW 87.99 \ I a \ \ \ BOW 85.50 `<;:;En 1 I II I I N \ \ \ 30 SANITARY BOULDER RETAINING WALL 1 1 \ ;°'•: \ \ I I I I 11 \ \ \ \ I EASEMENT �I TOW 84.50 212 LF I 11 1 BOW 84.48 I \ I I I I 3,5; \ 10' UTILITY . I 1 \ 4.0. 1 \ _ I I / \ \ \ \ EASEM EN T 2.5 MAX HEIGHT I I 1 11 \ \ 5484----5484-1 \ I I \ \ \ \ I 14 TRAIL I I \ \ I I I't LANDSCAPED \I I \ \ EASEMENT I 1 1 I \ l SEE LANDSCAPE PLANS h \ \ � \ •- - - I � I I �' ': �"� \ \ \ I SLOPE / // \ \ \ i , �. I I \ \ - \ I \ _ I I I I I \ \ \ \ \ PROPERTY LINE �\lll I �� /� -f_/ \ \\\ �, \\\\\ \ 1 -: �" ANTI I I I \ \ \ \ \ \ I 4:1 _ III �� //�- \ \ \\� 10 UTILITY EASEMENT \ 18 HDPE 5490- EX. FIRE HYDR I I �, \ \ \ I \ \ I \ \ I \' 30 WATER _`l ,TRAIL I 11 \ \ \ UTILITY / /I I 1 \ ,EASEMENT - - - / 1 I� 11 Il ✓ % -/ I 1 �� \ / I 1 \\ \ - \ \. _ _ ..-_ _ _ N \ \ \ \ \ \ \ EXISTING --\I 53'- \ 5490 -_=_ --_ \ SLOP % r- \ : =�=: / / \ I 2 tea:,:.. STORM INLET-- - _ _/ / �\ \ \ \ \ \ I \ 1 REGIONAL STORM BYPASS - \ - - - '::::° EXISTING I/ \ \" , .� - - - - » _ � 12" SANITARY (BY OTHERS) - \ -__- -- °"`:.,-�...� s..: -___ - 12 WATER MAIN =__- SEMENT \ \ \ \\ \ \ \ d: 5500'-' -=-- _ s- ,,:.::� .,: - - / / EX. UTILITY EA \ \ /9`% ---� `� (BY OTHERS) �., : -. / 2019066973 \ \ TRAIL SECTION AT POOL DECK (REC NO \ \ \ SCALE NTS \ _ -FWWWO14 7,::. \ \ 1 - I _ \ J ; 1 1 \ _ _ c 1 \ /- � LOT 6 - - / I - I _ / \1 Oulu - - I \ I \ _ ` 12" STORM/IRRIGATION STORM SEWER LOT 2 / I • _ _ _ _ _ \ CONNECT TO EXISTING I -, 20' DRAINAGE BYPASS / I J I \ I EASEMENT / ,\ 1 I ( / \ \_ (BY OTHERS) , I \ I I I I f / \ (BY OTHERS) 1 \\ I ( , 1 1 I I I \\ LOT 3 APPLEWOOD GARDENS I I I I �I LOT 1, BLOCK 2 \I I ( I (/ 2ND FILINGI I I I I 70 WEST BUSINESS CENTER SUBDIVISION FILING NO. 3 1 / 30 SANITARY EASEMENT �I ff .:.... r 10 UTILITY _ TING 8 6 RISER CT TO EX � CONNE c ) ate; v,. = 12" W EASEMENT WATER MAIN STUB � \ \ \ � \ \ �I 14' TRAIL (TYP I-I-Fo-i+�i�i I EASEMENT °- PROPERTY LINE I I I 5FT LANDING STORM MANHOLE CONNECT TO EXISTING \ \ \ \ \� I I I I I (TYP) - 12" STORM/IRRIGATION \ \ �- \ '� IBY OTHERS) \ \ \ \ \ \ \\ \ ( /' � � \ \ \� \ EXISTING I 4 (TYP) J SLOPE TRAIL SECTION AT STAIR CONNECTION SCALE: N.T.S. FENCE` Know what's below. Call before you dig. z 0 U Cn W 0 En Z 0 (n N > W Of -0 -0 =3 =3 V)V) N N N Q N O N N 0 of W Z � N Z J J_ POOL DECK 06 Z D Q PLAZA AREA Z O w N IO coCN drawn by: checked by: ACS approved by: 0 QA/QC by: BMF (' Z drawing no.: Z Z cnOZ U�Z Y WLLJ � UZ_J � (D W 2 LL0 LLJ Q J U w�e �� wUcn � � V Q LLI W D U LL LL, Ua D Q O J O w oJ W J U � � Q w z drawn by: NPS checked by: ACS approved by: ACS QA/QC by: BMF project no.: 12236-25 drawing no.: date: 10/20/21 3 E 0 Q U a_ 0 co N N O N N N 0 w LL J z J n M U) 0) 0 N N i 0 00 0 Q J (D (D 0 (D LL aD E J n LIFE TIME - CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION 30, LANDSCAPE NOTES 1. LANDSCAPING SHALL BE PLANTED AND MAINTAINED BY THE OWNER, SUCCESSOR, AND/OR ASSIGNS. SHOULD ANY PLANT MATERIAL DIE, IT SHALL BE REPLACED WITH SIMILAR PLANT MATERIAL WITHIN ONE PLANTING SEASON. 2. ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH THE CITY OF WHEAT RIDGE LANDSCAPE ORDINANCE, SECTION 26 OF THE ZONING RESOLUTION. 3. NO PLANT MATERIAL OR WATER EMITTING IRRIGATION COMPONENT SHALL BE LOCATED WITHIN THE IRRIGATION SETBACK IDENTIFIED IN THE SOILS REPORT. 4. INSURE THAT POSITIVE DRAINAGE IS MAINTAINED AWAY FROM BUILDING FOUNDATION IN CONFORMANCE WITH THE ENGINEERED GRADING PLAN AND THE SOILS REPORT. 5. ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF ONE YEAR. CONTRACTOR SHALL REMOVE ALL STAKING AND GUYING, PRIOR TO THE FINAL, ONE YEAR WALK THROUGH. 6. TO THE GREATEST EXTENT POSSIBLE, TOPSOIL WILL BE STOCKPILED ON SITE TO USE FOR LANDSCAPE PLANTING. 7. SOIL PREPARATION FOR ALL CURRENT AND FUTURE NON-HARDSCAPE AREAS SHALL INCLUDE ORGANIC MATTER AND SHALL BE ADDED AT A RATE OF FOUR CUBIC YARDS PER ONE THOUSAND SQUARE FEET AND TILLED 8" DEPTH INTO THE SOIL. AN INSPECTION AND AFFIDAVIT REGARDING SOIL PREPARATION WILL BE REQUIRED. 8. NO TREE OR SHRUB SHALL BE PLANTED WITHIN THREE (3) FEET OF A FIRE HYDRANT. CONTACT OWNER'S REPRESENTATIVE FOR RELOCATION IF DISCREPANCY OCCURS. TREES SHALL NOT BE LOCATED WITHIN 10' OF SANITARY SEWER OR STORM SEWER LINES TO CENTER OF TREE. CONTACT THE OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS IN QUESTIONABLE AREAS. 9. ALL SHRUB BEDS ARE TO BE MULCHED WITH MIN. 3" DEPTH 1 1/2" LOCAL RIVER ROCK MULCH OVER SPECIFIED GEOTEXTILE WEED CONTROL FABRIC UNLESS NOTED OTHERWISE ON PLAN. ALL GROUND COVER AND PERENNIAL FLOWER BEDS SHALL BE MULCHED WITH 3" DEPTH GORILLA HAIR CEDAR. NO WEED CONTROL FABRIC IS REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS. 10. SHRUB BEDS ARE TO BE CONTAINED BY 4" X 1/8" THICK GALVANIZED EDGER WITH ROLLED EDGE, RYERSON OR APPROVED EQUAL. EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS OR WALKS. 11. ALL LANDSCAPED AREAS AND PLANT MATERIAL, SHALL BE WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 12. DO NOT DISTURB THE EXISTING PAVING, LIGHTING, LANDSCAPING OR IRRIGATION THAT EXISTS ADJACENT TO THE SITE UNLESS OTHERWISE NOTED ON THE PLAN. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING SITE CONDITIONS. 13. ALL TREES MUST BE SURROUNDED BY AN AREA OF MULCH NO LESS THAN 2 FEET FROM THE TRUNK AND NO LESS THAN 4 FEET IN DIAMETER. MULCH DEPTH TO BE 3" MINIMUM OF LOCAL CHIPPED TREE MULCH, NON -TREATED AND NON COLORED. MULCH AROUND TREES IN DRYLAND SEED AND SOD SHALL BE CEDAR MULCH. 14. GRADING SHALL BE SMOOTH -FLOWING WITH POSITIVE DRAINAGE IN ALL AREAS INCLUDING AWAY FROM ALL BUILDINGS OR STRUCTURES. THE CONTRACTOR IS TO NOTIFY THE OWNER'S REPRESENTATIVE TO CLARIFY ANY PROBLEMS THAT MAY ARISE REGARDING DRAINAGE. 15. ROCK MULCH MAY BE USED WHERE PERENNIALS AND SHRUBS ARE PLANTED BUT A SWATH OF WOOD MULCH SHOULD BE USED BENEATH THE TREES THAT WOULD EXTEND 6" BEYOND THE DRIPLINE OF THE TREES PLANTED. DEPENDING ON THE SIZE/SPECIES OF THE TREES, THIS WIDTH COULD VARY BUT AN AVERAGE UNIFORM WIDTH OF U MUST BE PROPOSED. 16. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO ENSURE ALL UTILITY PANELS, GROUND -MOUNTED HVAC UNITS, UTILITY PEDESTALS, AND SIMILAR FEATURES ARE ADEQUATELY SCREENED FROM VIEW. IF ANY SUCH UTILITY FEATURES ARE NOT SHOWN ON THE SDP, ADDITIONAL LANDSCAPING AND SCREENING MAY BE REQUIRED BASED UPON FIELD CONDITIONS DURING THE SITE INSPECTION. 17. ALL TREE SPECIES SELECTION ADJACENT TO FIRE LINE ACCESS SHALL NOT CREATE A CANOPY AT MATURITY THAT COULD INTERFERE WITH THE REQUIRED FIRE ACCESS. THE DEVELOPER AND THEIR SUCCESSORS SHALL MAINTAIN LONG TERM BRANCH PRUNING TO ENSURE THE FIRE LANE ACCESS REMAINS CLEAR OF OBSTRUCTING BRANCHES. GENERAL NOTES 1. THESE PLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION OR PERMITTING UNLESS STATED FOR SUCH USE IN THE TITLE BLOCK. 2. SIGHT TRIANGLES AND SIGHT LINES SHALL REMAIN UNOBSTRUCTED BY EQUIPMENT, CONSTRUCTION MATERIALS, PLANT MATERIAL OR ANY OTHER VISUAL OBSTACLE DURING THE CONTRACT PERIOD AND AT MATURITY OF PLANTS PER LOCAL JURISDICTIONAL REQUIREMENTS. NO PLANT MATERIAL OTHER THAN GROUND COVER IS ALLOWED TO BE PLANTED ADJACENT TO FIRE HYDRANTS AS STIPULATED BY JURISDICTIONAL REQUIREMENTS. 3. WITHIN THE AREA OF SIGHT TRIANGLES, THERE SHALL BE NO FENCE, WALL, LANDSCAPING, STRUCTURE OR OTHER OBSTRUCTION TO VIEW MORE THAN (36) INCHES IN HEIGHT, OR TREES WITH FOLIAGE OR SIGNS LOWER THAN EIGHT (96) INCHES IN HEIGHT (MEASURED FROM THE EDGE OF THE STREET/ROAD SURFACE) REFER TO SECTION 26_603 OF THE CITY'S ZONING RESOLUTION. 4. LOCAL, STATE AND FEDERAL JURISDICTIONAL REQUIREMENTS, RESTRICTIONS OR PROCEDURES SHALL SUPERSEDE THESE PLANS, NOTES AND SPECIFICATIONS WHEN MORE STRINGENT. NOTIFY THE OWNER'S REPRESENTATIVE IF CONFLICTS OCCUR. 5. PRIOR TO THE PLACEMENT, ERECTION, OR CONSTRUCTION OF ANY NEW STRUCTURES, SIGNS, FENCES, RETAINING WALLS, ETC., ON THIS PROPERTY, ALL REQUIRED PERMITS MUST BE OBTAINED FROM JEFFERSON COUNTY AND THE CITY OF WHEAT RIDGE. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO NATIVE SEED 100%: 25.0 LBS. DRILLED NOTE: ALL NATIVE SEED AREAS WILL BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM, "IRRIGATED NATIVE SEED" WILL BE IRRIGATED ON SEPARATE VALVES THAN THE "NATIVE SEED (IRRIGATED FOR ESTABLISHMENT)". ALL SHRUBS AND TREES WITHIN DRYLAND AREAS WILL RECEIVE PERMANENT DRIP IRRIGATION. REFER TO IRRIGATION PLANS FOR TYPES AND EXTENTS OF IRRIGATION. LANDSCAPE REQUIREMENTS CHART COMMON NAME BOTANICAL NAME PROPOSED OPENSPACE/LANDSCAPING 20% MIN/ 106,286 SF BLUE GRAMA BOUTELOUA GRACILIC 19% 6.5 LBS. y y y CAMPER LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 9% 3.0 LBS. y y y y y PRAIRIE SANDREED CALAMOVILFA LONGIFOLIA 9% 3.0 LBS. 1101 SAND DROPSEED SPOROBOLUS CRYPTANDRUS 5% 2.0 LBS. ON-SITE TREES VAUGHN SIDEOATS GRAMMA BOUTELOUA CURTIPENDULA 9% 3.0 LBS. 143 ARRIBA WESTERN WHEATGRASS AGROPYRON SMITHII "ARRIBA" 16% 5.5 LBS. 1063 SAND BLUESTEM ANDROPOGON HALLII 'GARDEN' 10% 3.5 LBS. BUFFALOGRASS BUCHLOE DACTYLOIDES "SHARPS IMPROVED" 23% 8.0 LBS. 8 (1 ISLAND PER 25 PARKING SPACES) SHADEMASTER LOCUST 100% 34.5 LBS. / PLS DOUBLE ISLANDS www.norris-design.com PO SA (2 TREE AND 8 SHRUBS PER ISLAND) PER ACER LOW GROW NATIVE SEED (26 = 52 TREES AND 208 SHRUBS) 2"CAL COMMON NAME PO AC 6 WESTERN WHEATGRASS LANCELEAF COTTONWOOD 30% 7.5 LBS. 10 DWARF PERENNIAL RYEGRASS 20% 5.0 LBS. 10 10 SR3200 BLUE FESCUE QUERCUS MACROCARPA 25% 6.3 LBS. 2"CAL REUBENS CANADA BLUEGRASS 15% 3.8 LBS. CHEWINGS FESCUE 12 10% 2.5 LBS. 100%: 25.0 LBS. DRILLED NOTE: ALL NATIVE SEED AREAS WILL BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM, "IRRIGATED NATIVE SEED" WILL BE IRRIGATED ON SEPARATE VALVES THAN THE "NATIVE SEED (IRRIGATED FOR ESTABLISHMENT)". ALL SHRUBS AND TREES WITHIN DRYLAND AREAS WILL RECEIVE PERMANENT DRIP IRRIGATION. REFER TO IRRIGATION PLANS FOR TYPES AND EXTENTS OF IRRIGATION. LANDSCAPE REQUIREMENTS CHART QTY REQUIRED PROPOSED OPENSPACE/LANDSCAPING 20% MIN/ 106,286 SF 41%/ 2147956 SF SOD 30% MAX OF LANDSCAPE 0%/ 0 SF HARDSCAPE N/A 51%/ 2737379 SF CLEAR CREEK DRIVE 11 ACER MYABEI 'MORTON' (748 LF PUBLIC FRONTAGE, 1 TREE PER 30 LF) 25 27 SOUTHERN RESIDENTIAL BUFFER 1101 Bannock (816 LF, 1 TREE OR SHRUB PER 2 LF) 408 TREES OR SHRUBS 408 TREES AND SHRUBS* ON-SITE TREES CELTIS OCCIDENTALIS WESTERN HACKBERRY (1 TREE PER 1,000SF) 107 143 ON-SITE SHRUBS 80204 (10 SHRUBS PER 1,000SF) 1063 1217* IMPERIAL HONEYLOCUST SINGLE ISLANDS 2"CAL (1 TREE AND 4 SHRUBS PER ISLAND) 11 TREES/ 92 SHRUBS*** PARKING ISLANDS** (16 = 16 TREES AND 64 SHRUBS) 8 (1 ISLAND PER 25 PARKING SPACES) SHADEMASTER LOCUST B & B (525 PARKING SPACES = 21 ISLANDS) DOUBLE ISLANDS www.norris-design.com PO SA (2 TREE AND 8 SHRUBS PER ISLAND) 52 TREES/ 233 SHRUBS* PLAINS COTTONWOOD (26 = 52 TREES AND 208 SHRUBS) 2"CAL QUANTITY DOES NOT INCLUDE ORNAMENTAL GRASSES OR PERENNIALS. ** 1 PARKING LOT ISLAND REQUIRED PER 25 PARKING SPACES. *** 5 TREES EXCLUDED DUE TO UTILITY CONFLICTS WITHIN THE PARKING LOT ISLAND. THE REQUIRED 5 TREES HAVE BEEN RELOCATED ELSEWHERE ON SITE. PLANT SCHEDULE LIFETIME 0 HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 760 Denver, Colorado 30203 voice: (303) 447-0090 fax- (303) 447-9747 web: collinsengr. com JJJJ NOI&IS DESIGN ?tanning I Landscape Architecture I Branding DECIDUOUS CANOPY TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE AC MY 11 ACER MYABEI 'MORTON' STATE STREET MAPLE B & B 2"CAL 1101 Bannock Street CE OC 4 CELTIS OCCIDENTALIS WESTERN HACKBERRY B & B 2"CAL Denver, Colorado 80204 GL IM 7 GLEDITSIA TRIACANTHOS INERMIS ' IMPERIAL' IMPERIAL HONEYLOCUST B & B 2"CAL P 303.892.1166 GL SH 8 GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER' TM SHADEMASTER LOCUST B & B 2"CAL www.norris-design.com PO SA 8 POPULUS SARGENTII PLAINS COTTONWOOD B & B 2"CAL PO AC 6 POPULUS X ACUMINATA LANCELEAF COTTONWOOD B & B 2"CAL QU MA 18 QUERCUS MACROCARPA BURR OAK B & B 2"CAL UL EM 12 ULMUS PARVIFOLIA'EMER II' ALLEE ELM B & B 2"CAL DECIDUOUS ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE AC GR 10 ACER GRANDIDENTATUM BIGTOOTH MAPLE B & B 2"CAL AM AB 8 AMELANCHIER X GRAN DIFLORA AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY B & B 6' CLUMP BE FO 6 BETULA OCCIDENTALIS FONTINALIS WESTERN RED BIRCH B & B 6' CLUMP CR CR 6 CRATAEGUS CRUS-GALLI INERMIS THORNLESS COCKSPUR HAWTHORN B & B 2"CAL MA SP 17 MALUS X SPRING SNOW' SPRING SNOW CRAB APPLE B & B 2"CAL PY CA 6 PYRUS CALLERYANA CHANTICLEER CHANTICLEER PEAR B & B 2"CAL • EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE JU RM 2 JUNIPERUS SCOPULORUM ROCKY MOUNTAIN JUNIPER B & B 6' HEIGHT PI EN 3 PICEA ENGELMANII ENGELMAN SPRUCE B & B 6' HEIGHT PI AR 1 PINUS ARISTATA BRISTLECONE PINE B & B 6' HEIGHT Know what's below. PI ED 3 PINUS EDULIS PINON PINE B & B 6' HEIGHT Call before you dig. 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LIGHT POLE, TYP. 0 10 20 40 NORTH SCALE: 1 "=20' LIFETIME 0 HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 760 Denver, Colorado 30203 voice: (303) 447-0090 fax.- (303) 447-9141 web: collinsengr. com JJJJ NOI&IS DESIGN ?tanning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com Know what's below. Call before you dig. z O Of U V) w 0 z O U) > N r� W o E E CnM N N Li Q N O N N O WO — Z N Z J W I..L U U) 0 z Q J Z O w drawn by: IP CM checked by: CM approved by: JC QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/21 SHEET 6 OF 15 6 co 0 (D Z Z Z o° U�Z www LLJ 1121� UZ_J >a U) (DO Z g a w U W wUcai� LL J pm V Y LU [)� Q U LL. LLJ 0 O � c) w D W J U � � Q w z drawn by: IP CM checked by: CM approved by: JC QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/21 SHEET 6 OF 15 6 W E 0 Q Ill U M N N O N N N 0 w LL J z J W M W W 0) 0 N N O M 0 J I a� N W 0 W W E J_ n LIFE TIME -CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. MATCHLINE RE: SHEET 6 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO � 11/� _ — � BUFFER LINE, TYP. / (5) JU ME / / / / / / — J \ \ PROPERTY LINE, TYP. _ - _--------� \\ EXISTING CHAINLINK / IJIT FENCE TO REMAIN 4 CH NA /(3)JUME — \\ (10)PRBE (6)MIAD IZ / / q (7) PH MO ROXBURYGARDENS (P1) RUNKELROXANNE a 20.0' BUFFER 11 RHGL' (6) MI AD (7)PHMO�� (8) CH NA (5)JU ME 6 MI AD I� \ _ (3) JU ME H NA / (10) AN GE / --_--- I (6)CHNA� / — — — — LOT 6, P2 (5) AM AL � () i MEETZ KELLY (5) JU ME�- /� — / C/ EVERGREEN SHRUB * 0 ' ' , . 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(3) JU BU �(10)ANGE� I (7)SYMI loo — — J ',(11) ,(13)CHNA, PH M0, � (5)ARIR BUFFER BbULDER WALL iiii X,20.0' „ (10) AR IR x1 i (6) BE FO', (8)SYMI / i� z % % + ,,,,iii „•,,,,,,,, / / ,•iz�/ ,, ,I., �i %% .� � 11/� _ — � BUFFER LINE, TYP. / (5) JU ME / / / / / / — J \ \ PROPERTY LINE, TYP. _ - _--------� \\ EXISTING CHAINLINK / IJIT FENCE TO REMAIN 4 CH NA /(3)JUME — \\ (10)PRBE (6)MIAD IZ / / q (7) PH MO ROXBURYGARDENS (P1) RUNKELROXANNE a 20.0' BUFFER 11 RHGL' (6) MI AD (7)PHMO�� (8) CH NA (5)JU ME 6 MI AD I� \ _ (3) JU ME H NA / (10) AN GE / --_--- I (6)CHNA� / — — — — LOT 6, P2 (5) AM AL � () i MEETZ KELLY (5) JU ME�- /� — / C/ + ■ W ■- (4) CA CL (2) PR PB (2) CE OC (2) JU BU (2) JU BU (1) PR PB (1) UL EM (2) CA CL I,F 2 JU BU WQ1 E his, �.► EVERGREEN SHRUB * 0 ' ' , . SHRUB BED ' �' , 1_I 1 W W W W W IRRIGATED NATIVE SEED ■ MATCHLINE -------- SPADE -CUT EDGER i MOW LINE wp U ILL] wUcLK LL J LIGHTINGTYP. , W W I I ■ -f1l J Ill ' ����V,��11�a�iI,.�1�i\ri�a■��i�l\�► �Ir/.�L�Zv..r = - i -4W ,_� r �-�."���►i7`W1t-�-�� �.�.�. 1� .5=-� .� �17��■ �►��7�w,��i�w_ 11, • �I-:1.�� ;,�yi- f=ie\ ►����hIIS'_ �� � `--- �yr�rv��� ��.,i-�-'I�.�-�•- _;�ar����. _-��►�►�1`���I1-r:= *s � -�i ,. ,.._Y,�r, ����ri��-�1=�_S��I�����G'��G������11\!� WATER LINE, TYP. UGE UGE- ELECTRIC LINE, TYP. GAS GAS GAS LINE, TYP. SANDSTONE SLAB, (RE: DTL-3/L-301) BIKE RACK (RE: ARCH.) WASTE RECEPTACLE (RE: ARCH.) r - (RE: PHOTOMETRICS) I ,(20) JU M0, ��- -; ��11�I' III "' LM it, (3) CA CL W !_ .,:.�� a► �fs��►' ► idol (iii tv rr. Y I ,�Jwzld 011 1 111 16 IMP_'��,'' 15 I■►';.�: (i■■i L;��■II1��l1 i'��.�. 11 1� 11��7lll�i;■��I (2) GL SH �' ■Ar7�i���i ■I ,�J■llt1�� a ►�`. .. + ■ W ■- (4) CA CL (2) PR PB (2) CE OC (2) JU BU (2) JU BU (1) PR PB (1) UL EM (2) CA CL I,F 2 JU BU WQ1 E his, �.► EVERGREEN SHRUB * 0 ' ' , . SHRUB BED ' �' , 1_I 1 30, Y AP I I i 1 I 1 - 1 I 6 7 ` 1 CW44A- M1CP = 1 1 1 I 1 _ I1 I� 1 EM - 11011 - 1 I = 1 = I 8 9� 1 1 I I LEGEND DECIDUOUS ORNAMENTAL TREE vv! EVERGREEN SHRUB * 0 ' ' , . SHRUB BED ' �' , (IRRIGATED FOR ESTABLISHMENT) W W W W W IRRIGATED NATIVE SEED ■ MATCHLINE -------- SPADE -CUT EDGER Z a0 MOW LINE wp U ILL] wUcLK LL J LIGHTINGTYP. , W W �, I ■ -f1l J Ill ' ����V,��11�a�iI,.�1�i\ri�a■��i�l\�► �Ir/.�L�Zv..r = - i -4W ,_� r �-�."���►i7`W1t-�-�� �.�.�. 1� .5=-� .� �17��■ �►��7�w,��i�w_ ,(23) PR BE • �I-:1.�� ;,�yi- f=ie\ ►����hIIS'_ �� � `--- �yr�rv��� ��.,i-�-'I�.�-�•- _;�ar����. _-��►�►�1`���I1-r:= *s � -�i ,. ,.._Y,�r, ����ri��-�1=�_S��I�����G'��G������11\!� WATER LINE, TYP. UGE UGE- ELECTRIC LINE, TYP. GAS GAS GAS LINE, TYP. SANDSTONE SLAB, (RE: DTL-3/L-301) BIKE RACK (RE: ARCH.) WASTE RECEPTACLE (RE: ARCH.) r - (RE: PHOTOMETRICS) I ,(20) JU M0, ��- -; (3) CA CL W (2) GL SH (3) JU BU loo , (9) SY VU ', (2) UL EM (12) PR BES , ', ', (31) BO B/ ' • "��- 19 JU MO" � � - / , / / / / / / / / / / / / / / / / ', ,' ',1/1 I/100Z z z 0 ZZ/1 /(4)PRBE,, ', .1 i - 30.0' , - ,, ,, ,, DRAINAGE , (3) SY VU, ', ', /, ; ,, \ /. /. /. /. /. /. // // EASEMENT, TYP:; (32) CA KA x(16) BO BA \ (13) CH NA \ ' ' (3) JU MO ' Z, (11) PH MO �0(3) PR BE: , (5) JO M E, �(3) SY VU; vv! EVERGREEN SHRUB * 0 ORNAMENTAL GRASSES ' , . SHRUB BED ' �' , (IRRIGATED FOR ESTABLISHMENT) W W W W W IRRIGATED NATIVE SEED ■ MATCHLINE -------- SPADE -CUT EDGER Z a0 MOW LINE wp U ILL] wUcLK LL J '1�' i ��r"���.i�a�:,�� �-��,V ►` I�I�7�� �.17�1Y�.wObl^�■��r�tG.I��r1�+�r��C�.�"_"-"_''���� � -w �� -- __ / \���1\YID �a•ri�.1��11_/ �► ��M_.r - WzvgrM t. I 0.�a oiiMNt J.�EI/-I �✓F- ..� ..._�►_�'.i.►♦� V....�_ , Rim- -Ar\1IL',\d0 ��`_�I��A �r► _�`!�ra _. __ _ . YY EIW&' MP11 ■% ' ����V,��11�a�iI,.�1�i\ri�a■��i�l\�► �Ir/.�L�Zv..r = - i -4W ,_� r �-�."���►i7`W1t-�-�� �.�.�. 1� .5=-� .� �17��■ �►��7�w,��i�w_ i�i /,_/a�����,l,_� 7 �,�r7 ►11i�-�--y��.����.��-�-�_ _�� -�:w r�r.'—�=—��-�i�a�i-t—�-� �-�-�-�--.��•- �•-�;)• �I-:1.�� ;,�yi- f=ie\ ►����hIIS'_ �� � `--- �yr�rv��� ��.,i-�-'I�.�-�•- _;�ar����. _-��►�►�1`���I1-r:= *s � -�i ,. ,.._Y,�r, ����ri��-�1=�_S��I�����G'��G������11\!� �rAw 0wi��I■■\1i�!�`:��■\1..��' �►A1�:1F'.r3,�1���1��■! �►\■■/��/�i�■i.�_I\ w�'+�.+�+A�►�►,!'.r 1��\��'�i �����!��aE1� *��■■\!!■r� �PkK `i`r F Aiir��-jr • L.ANTZ MICHAEL L. HOLLY HUNTER W EVERGREEN TREE +000 DECIDUOUS SHRUB OQD EVERGREEN SHRUB * 0 ORNAMENTAL GRASSES 0** @08o PERENNIALS SHRUB BED ' NATIVE SEED (IRRIGATED FOR ESTABLISHMENT) W W W W W IRRIGATED NATIVE SEED ■ MATCHLINE -------- SPADE -CUT EDGER Z a0 MOW LINE wp U ILL] wUcLK LL J STEEL EDGER — — RIGHT OF WAY PROPERTY LINE POOL FENCE (RE: ARCH.) PATIO FENCE (RE: ARCH.) STORM SEWER, TYP. SS -SVC SANITARY SEWER, TYP. 12-W WATER LINE, TYP. UGE UGE- ELECTRIC LINE, TYP. GAS GAS GAS LINE, TYP. SANDSTONE SLAB, (RE: DTL-3/L-301) BIKE RACK (RE: ARCH.) WASTE RECEPTACLE (RE: ARCH.) r FIRE HYDRANT, TYP. LIGHT POLE, TYP. 0 10 20 40 NORTH SCALE: 1 "=20' LIFETIME 0 HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 760 Denver, Colorado 30203 voice: (303) 447-0090 fax.- (303) 447-9747 web: coiiinsengr. com JJ,),) NOI&IS DESIGN ?tanning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892 ' 1166 www.norris-design.com Know what's below. Call before you dig. Z O a - Of U Y) w 0 z O > N r� Li 4_1 41 -t- CnM N N Li Q N O N N O W N drawn by: IP CM checked by: CM approved by: JC QA/QC by: project no.. 12236- 25 drawing no.: date: 10/20/21 SHEET 8 OF 15 8 co 0 (D Z Z Z o°g U�Z www UZ_J >a (DO Z a0 wp U ILL] wUcLK LL J V Y LU Q > m U LL� LLJ ai) 0 0 O w D W J U � � Q ILL] z drawn by: IP CM checked by: CM approved by: JC QA/QC by: project no.. 12236- 25 drawing no.: date: 10/20/21 SHEET 8 OF 15 8 E 0 Q U N O N N O N N N LIFE TIME - CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION 30, Y AP TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. ;—���,'„„„o„m,„;,,��-t MATCHLINE RE: SHEET 7 ST W W rin V W ry W z J Z U Q y I ■ CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 6 LEGEND DECIDUOUS ORNAMENTAL TREE EVERGREEN TREE +000 DECIDUOUS SHRUB OQD EVERGREEN SHRUB 0 +34' ORNAMENTAL GRASSES 4°0. 08o PERENNIALS SHRUB BED ' NATIVE SEED (IRRIGATED FOR ESTABLISHMENT) Z IRRIGATED NATIVE SEED MATCHLINE -------- SPADE -CUT EDGER MOW LINE STEEL EDGER — — RIGHT OF WAY PROPERTY LINE POOL FENCE (RE: ARCH.) PATIO FENCE (RE: ARCH.) STORM SEWER, TYP. SS -Svc SANITARY SEWER, TYP. 12-W WATER LINE, TYP. UGE UGE– ELECTRIC LINE, TYP. GAS GAS GAS LINE, TYP. SANDSTONE SLAB, (RE: DTL-3/L-301) BIKE RACK (RE: ARCH.) WASTE RECEPTACLE (RE: ARCH.) r FIRE HYDRANT, TYP. LIGHT POLE, TYP. 0 10 20 40 40 r NORTH SCALE: 1 ”=20' LIFETIME 1 HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 760 Denver, Colorado 30203 voice: (303) 447-0090 fax.- (303) 447-9747 web: collinsengr. com JJJJ NOI&IS DESIGN ?tanning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com Know what's below. Call before you dig. Z O h Of U L7 W L7 Z O U) > N r� W o U U E E Cn Cn W N z J W f1 U U) 0 z Q J Z O w N O N drawn by: IP CM checked by: CM approved by: JC QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/21 SHEET 9 OF 15 9 co 0 (D Z Z Z o°g UC)Z www LLJ 1121� UZ_J >a U) (DO Z a wpm U W wUcai� � J V Y LLJ 1121� Q U LL� 0 O w D W J U � � Q w z drawn by: IP CM checked by: CM approved by: JC QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/21 SHEET 9 OF 15 9 0 E 0 Q U (B n co 0 N N O N N N LIFE TIME - CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. PRUNING NOTES: 1. ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS. 2. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKING NOTES: 1. STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING SEASON. a. 1-1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W. SIDE). b. 1-1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR PREVAILING WIND SIDE AND 180° FROM THAT SIDE). c. 3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM. 2. WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO ACCOMMODATE 1-1/2" OF GROWTH AND BUFFER ALL BRANCHES FROM WIRE. TREE PLANTING DETAIL CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 171 AAI \/IMAI TLJMCC C`TAI/=% NOTES: 1. EXCAVATE PLANTING HOLES WITH SLOPING SIDES. MAKE EXCAVATIONS AT LEAST THREE TIMES AS WIDE AS THE ROOT BALL DIAMETER AND LESS THAN THE DISTANCE FROM THE TOP MOST ROOT AND THE BOTTOM OF THE ROOT BALL. SCORE SIDES OF PLANTING HOLE BUT DO NOT DISTURB SOIL AT BOTTOM OF PLANTING HOLES. THE PLANTING AREA SHALL BE LOOSENED AND AERATED AT LEAST THREE TO FIVE TIMES THE DIAMETER OF THE ROOTBALL. BACKFILL SHALL CONSIST OF EXISTING ON SITE SOIL MIXED WITH MAXIMUM 20% ORGANIC MATERIAL. 2. TREES SHALL BE PLANTED WITH THE TOP MOST ROOT IN THE ROOT BALL 3" TO 5" HIGHER THAN THE FINISHED LANDSCAPE GRADE. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. 3. FORM SOIL INTO A 3" TO 5" TALL WATERING RING (SAUCER) AROUND PLANTING AREA. THIS ISNOT NECESSARY IN IRRIGATED TURF AREAS. APPLY 3" T04" DEPTH OF SPECIFIED MULCH INSIDE WATERING RING. 4. TREE WRAP ISNOT TO BE USED ON ANY NEW PLANTINGS, EXCEPT IN LATE FALL PLANTING SITUATIONS. 5. PRUNE ALL DEAD OR DAMAGED WOOD AFTER PLANTING. TREE PLANTING ON SLOPE PLANTING AREA SHALL BE LOOSENED AND AERATED MINIMUM 3 TIMES THE DIAMETER OF ROOT BALL 0 PLACE MINIMUM 1/2" PVC PIPE AROUND EACH WIRE, EXPOSED WIRE SHALL BE MAXIMUM 2" EACH SIDE (D6'-O"UNTREATED WOOD POST, MINIMUM 1.5" DIAMETER, ALL SHALL BE DRIVEN OUTSIDE ROOTBALL AND IN UNDISTURBED SOIL (DTREE WRAP TO BE INSTALLED ONLY FROM OCTOBER 1 THROUGH APRIL 30, DECIDUOUS ONLY, WRAP FROM BASE OF TRUNK TO BOTTOM LIMB O PLANT TREE SO THAT TOP MOST MAJOR ROOT IS 1"-2" ABOVE FINISHED GRADE 0 2'-0" RADIUS MULCH RING, VENTERED ON TRUNK, 3" DEPTH, DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK, FINISHED GRADE REFERENCES TOP OF MULCH Os 1:1 SLOPE ON SIDES OF PLANTING HOLE O ROPES AT TOP OF ROOTBALL SHALL BE CUT, REMOVE TOP 1/3 OF BURLAP, NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED O GROMMETED NYLON STRAPS O GALVANIZED WIRE, MINIMUM 12 GAUGE CABLE,TWIST WIRE ONLY TO KEEP FROM SLIPPING 10 4-6" HIGH WATER SAUCER IN NON -TURF AREAS 11 BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20%, BY VOLUME, ORGANIC MATERIAL, WATER THOROUGHLY WHEN BACKFILLING 12 2-0" STEEL T -POST, ALL SHALL BE DRIVEN BELOW GRADE AND OUTSIDE ROOTBALL IN UNDISTURBED SOIL 13 PLACE SOIL AROUND ROOT BALL FIRMLY, DO NOT COMPACT OR TAMP, SETTLE SOIL WITH WATER TO FILL ALL AIR POCKETS 14 PLACE ROOT BALL ON UNDISTURBED SOIL TO PREVENT SETTLEMENT SCALE: 3/16" =1'-0" O TOP MOST ROOT IN ROOTBALL: O ROPES AT TOP OF BALL SHALL O REFER TO TYPICAL TREE PLANTING DETAIL, DETAIL 1 OF THIS SHEET, FOR STAKING AND GUYING SCALE: 1/4" =1'-0" 2X CONTAINER WIDTH (DSET SHRUB ROOT -BALL 1" HIGHER THAN FINISH GRADE Q FINISH GRADE (TOP OF MULCH) O SPECIFIED MULCH, REFER TO MATERIAL SCHEDULE, SHEET L -XXX O TILL IN SPECIFIED SOIL kINER AMENDMENT TO A DEPTH OF iT 8" IN BED Q BACKFILLED AMENDED SOIL Q UNDISTURBED SOIL NOTE: 1. BROKEN OR CRUMBLING ROOT -BALLS WILL BE REJECTED. 2. CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT -BALL WHEN REMOVING IT FROM ITS CONTAINER. 3. ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT -BALL OCCURS ABOVE THE FINISH GRADE OF THE MULCH LAYER. 4. DIG PLANT PIT TWICE AS WIDE AND AS HIGH AS THE CONTAINER. 5. PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING, DO NOT PRUNE MORE THAN 20% OF LIMBS. SHRUB PLANTING SCALE: 1 1/2" =1'-0" (DSPECIFIED MULCH, REFER TO MATERIAL SCHEDULE, SHEET L -XXX (DAMENDED PLANTING BED TILLED TO A DEPTH OF 6" O CENTER OF PLANT M PLAN ON CURVE NOTES: 1. WHEN PLANTED ON A CURVE, ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE PLANTS ARE MASSED. PERENNIAL PLANT LAYOUT SCALE: 1 If = 1'-0" LIFETIME 1 HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 760 Denver, Colorado 30203 voice: (303) 447-0090 fax.- (303) 447-9747 web: collinsengr. com JJJJ NOI&IS DESIGN ?tanning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892 ' 1166 www.norris-design.com Know what's below. Call before you dig. z O a_ Of U V) Lv 0 z O W Lv Q C) N r� �.- E .E CnCn W HN J_ Q W 0 W f1 Q U Z Q J V_ N O N ABOVE EXISTING GRADE, BE CUT, REMOVE TOP 1/3 OF UPHILL SIDE BURLAP, NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY 0 2-4" OF ORGANIC MULCH REMOVED Z APPLIED OVER PLANTING AREA AND AWAY FROM THE TRUNK O BACKFILL WITH BLEND OF Z a EXISTING SOIL AND A MAXIMUM O BACKFILL WITH BLEND OF 20%, BY VOLUME, ORGANIC EXISTING SOIL AND A MAXIMUM MATERIAL, WATER ry � Q 20%, BY VOLUME, ORGANIC THOROUGHLY WHEN MATERIAL, WATER BACKFILLING THOROUGHLY WHEN z BACKFILLING O EXISTING GRADE O ROOTBALL SITTING DIRECTLY ON TOP OF UNDISTURBED SOIL O REFER TO TYPICAL TREE PLANTING DETAIL, DETAIL 1 OF THIS SHEET, FOR STAKING AND GUYING SCALE: 1/4" =1'-0" 2X CONTAINER WIDTH (DSET SHRUB ROOT -BALL 1" HIGHER THAN FINISH GRADE Q FINISH GRADE (TOP OF MULCH) O SPECIFIED MULCH, REFER TO MATERIAL SCHEDULE, SHEET L -XXX O TILL IN SPECIFIED SOIL kINER AMENDMENT TO A DEPTH OF iT 8" IN BED Q BACKFILLED AMENDED SOIL Q UNDISTURBED SOIL NOTE: 1. BROKEN OR CRUMBLING ROOT -BALLS WILL BE REJECTED. 2. CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT -BALL WHEN REMOVING IT FROM ITS CONTAINER. 3. ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT -BALL OCCURS ABOVE THE FINISH GRADE OF THE MULCH LAYER. 4. DIG PLANT PIT TWICE AS WIDE AND AS HIGH AS THE CONTAINER. 5. PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING, DO NOT PRUNE MORE THAN 20% OF LIMBS. SHRUB PLANTING SCALE: 1 1/2" =1'-0" (DSPECIFIED MULCH, REFER TO MATERIAL SCHEDULE, SHEET L -XXX (DAMENDED PLANTING BED TILLED TO A DEPTH OF 6" O CENTER OF PLANT M PLAN ON CURVE NOTES: 1. WHEN PLANTED ON A CURVE, ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE PLANTS ARE MASSED. PERENNIAL PLANT LAYOUT SCALE: 1 If = 1'-0" LIFETIME 1 HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 760 Denver, Colorado 30203 voice: (303) 447-0090 fax.- (303) 447-9747 web: collinsengr. com JJJJ NOI&IS DESIGN ?tanning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892 ' 1166 www.norris-design.com Know what's below. Call before you dig. z O a_ Of U V) Lv 0 z O W Lv Q C) N r� �.- E .E CnCn W HN J_ Q W 0 W f1 Q U Z Q J V_ N O N drawn by: IP CM checked by: CM approved by: JC QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/21 SHEET 10 OF 15 10 co 0 (D Z Z Z o°g U�Z www LLJ 1121� UZ_J >a U) (DO Z a wpm U W wUcai� � J V Y 1121�D Q U LL 0 O _J w W J U ry � Q w z drawn by: IP CM checked by: CM approved by: JC QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/21 SHEET 10 OF 15 10 LIFE TIME -CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO r, 6 E 0 Q U (B (B LO 0 N N 0 N N N V (16) 1/2" DIA. HOLES MIN. AT ALL LOW POINTS 0000 000000 00000 LONGITUDINAL SECTION OF EDGER AT LOW POINT ENSURE POSITIVE DR,4INAGE eCt'%Tlnnl STEEL EDGER DETAIL O FINISHED GRADE - TOP OF SOD THATCH LAYER AND TOP OF MULCH SHALL BE FLUSH WITH TOP OF EDGER O TURF THATCH O AMENDED SOIL PER SPECIFICATIONS 0 SUBGRADE O STEEL EDGER - DRILL (16) 1/2" DIA. HOLES 1 O.C. MIN. AT ALL LOW POINTS OR POORLY DRAINING AREAS IN ORDER TO ENSURE ADEQUATE DRAINAGE O EDGER STAKE NOTES: 1. THERE SHALL BE NO EXPOSED SHARP / JAGGED EDGES. 2. CONTRACTOR SHALL INSTALL STAKES AS REQUIRED BY THE MANUFACTURER. V 1 (+411) 1 SANDSTONE SLAB SCALE: 1 If = 1'-0" O DAKOTA BUFF SANDSTONE SLAB APPROX. 2'-6" WIDE x 6-0" LONG x 1'-10" THICK. ALL SIDES SHALL HAVE A NATURAL BROKEN FACE. CONTACT LANDSCAPE ARCHITECT TO SELECT STONES. TOP FACE SHALL BE PREDOMINANTLY FLAT AND SET LEVEL FOR SEATING. 0 4" DEPTH COMPACTED ROAD BASE O LANDSCAPE AREA, SEE PLANS O STONES TO HAVE VERTICAL QUARRY DRILL MARKINGS ON ALL SIDES SCALE: 1/2" =1'-0" O BOULDER, APPROX. 31X31X3'. SET TO RETAIN GRADE, BURRY FIRST 1/3 OF BOULDER ON DOWNHILL SIDE. O ADJACENT LANDSCAPE, RE: PLANS 0 3" MINIMUM DEPTH COMPACTED ROAD BASE (2) COMPACTED SUBGR,4DE NOTES: TT 1. CONTRACTOR SHALL PROVIDE SAMPLE PHOTOS OF BOULDERS PRIOR TO DELIVERY AND INSTALLATION. 2. OWNER'S REPRESENTATIVE SHALL APPROVE LOCATIONS AND SIZES OF ALL BOULDERS PRIOR TO PLACING. 3. BOULDERS SHALL BE A MINIMUM OF 30"x30"x30". BOULDER WALL SCALE: 3/4" =1'-0" NOTE: 1. IF IRRIGATION HEAD IS LOCATED ADJACENT TO MULCH BEDS, OFFSET HEAD INTO GRASS AREA TO ENSURE STABLE SUPPORT. SPADE CUT EDGE REFER TO EXISTING FENCE NOTES: 1. THIS DETAIL IS FOR REFERENCE ONLY REFER TO THE EXISTING FENCE FOR ACTUAL DIMENSIONS. TO NG ;E O TYPICALLY IRRIGATED TURFGRASS OR DRYLAND SEED O VERTICAL SPADE CUT EDGE FILLED WITH SPECIFIED MULCH, TAPER EDGE OF BED SO MULCH IS DEEPER AGAINST SPADED EDGE. O SPECIFIED DEPTH OF MULCH (TYPICALLY WOOD MULCH 3"-4" DEEP) O PLANTING BED O IRRIGATION HEADS SHOULD BE LOCATED ADJACENT TO MULCH BEDS, OFFSET HEAD INTO GRASS AREA TO ENSURE STABLE SUPPORT. SCALE: 1/2" =1'-0" O METAL POST O TENSION BANDS 0 CHAINLINK MESH O TOP AND BOTTOM RAIL EXISTING CHAINLINK FENCE (FOR REFERENCE ONL SCALE: 1/2" =1'-0" LIFETIME 1 HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 760 Denver, Colorado 30203 voice: (303) 447-0090 fax.- (303) 447-9747 web: collinsengr. com JJJJ NOI&IS DESIGN ?tanning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com Know what's below. Call before you dig. z O h ry U V) W z O V) > N r� LJ EE Cf) C/) W HN J_ Q W 0 W f1 U Z Q J Z O w O N drawn by: IP CM checked by: CM approved by: JC QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/21 SHEET 11 OF 15 11 co 0 (D Z Z Z o°g C) www LLJ 1121� UZ_J >a 0z U) (DO Z a wpm U W wUcai� � J V Y 1121� Q U LL� 0 O w D W J U � � Q w z drawn by: IP CM checked by: CM approved by: JC QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/21 SHEET 11 OF 15 11 LIFE TIME - CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. SETROOFTOP BACK, SCIPMENTWILLBE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SET BACK,SCREENED,AND NOT VISIBLE FROM THE STREET L VIV IY/'lVL VVUVLV 1 1 V VLI LI X/ I" 1 "I\IV1I I L:::JL::::::] I� o A A �E07 - - V1 F- 1-1 IT I— I T III II O N I I I I I I II 00 /\ A C EO 1 M— ----------------——------ TRELLIS ---------------——-----TRELLIS ABOVE CANOPY ABOVE 1 3/32" = V-0" ROOFTOP EQUIPMENT WILL BE VIV IY/'lV L V V UV LV 1 I V V LI LIxP I L 1 LI\IV11 1 CC IUD Cl D F- 77- 77' IF T - F T iu iu iu iu iu iu iu iu iu iu iu iu iu iu iu iu iu iu iu iu iu iu a iu iu iu iu iu iu iu PARAPET 163'- 6" PARAPET 158'- 6" PARAPET 156'- 6" )W POINT) 151'- 6" RD FLOOR 134'- 0" qD FLOOR 118'-0" ST FLOOR 100' - 0" MATERIAL TABLE: EAST ELEVATION PERCENTAGE BRICK 20% STONE 26% METAL PANEL 7.1 % GLAZING 31.3% EIFS 15.6% BRICK 30.1 % NORTH ELEVATION PERCENTAGE BRICK 40.8% STONE 16.4% METAL PANEL 2.2 % GLAZING 16.9% EIFS 23.7% BUILDING COMPOSITION: PRIMARY MATERIALS PERCENTAGE STONE 24.9% METAL PANEL 6.4% GLAZING 19.6% TOTAL 50.9% SOUTH ELEVATION PERCENTAGE BRICK 30.1 % EIFS 19% TOTAL 49.1 % TRANSPARENCY TABLE: GROUND LEVEL (3' TO 8') REQUIRED PROVIDED EAST 40% 54% WEST 25% 27% (Dz OVERALL TRANSPARENCY - 65% MIN REQUIRED CLEAR GLAZING 8,742 SQ FT SPANDREL 658 SQ FT TOTAL 93% L F1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IV I . CJI III II n . . n I I � I I I I � I I I N N N I I I I I I 1 1 I -----—----- --------——----—- CANOPY — — EXTERIOR ELEVATION - NORTH 3/32" = V-0" CANOPY ABOVE MATERIAL KEY: FIELD BRICK MANUFACTURER: TAYLOR CLAY PRODUCTS INC. COLOR: GRAY TEXTURE: WIRECUT ACCENT BRICK MANUFACTURER: TAYLOR CLAY PRODUCTS INC. COLOR: DRIFTWOOD TEXTURE: WIRECUT LIMESTONE MANUFACTURER:MEZGER ENTERPRISES INC. COLOR: LEUDERS TEXAS LIMESTONE METAL PANEL /WINDOW FRAMES /METAL COPING MANUFACTURER: VARIES COLOR: BRONZE /- GLAZING MANUFACTURER: VITRO ARCHITECTURAL GLASS COLOR: SOLARBAN 70XL SOLAR CONTROL LOW E -GLASS EIFS MANUFACTURER: DRYVIT COLOR: TO MATCH SHERWIN WILLIAMS PAINT COLOR SW 6126 LIFETIME' HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS � 455 Sherman Street, Suite 160 Denver, Colorado 80203 voice: (303) 447-0090 fax: (303) 447-9141 web: collinsengr.com JJJJ NOkklS DESIGN Planning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com 1 Know what's below. Call before you dig. z U� O z Un w Un �w 0 W N lz r N O N C14 Cl) 0 (Dz z_z cn O QZ U) U) U)�_ J Z 0 5 Z EE O v C) W � Q W O > �n �n 0- � Z OJ U W LU QU)> U) W O W 0 z Z J � > N N w o o � � J k-- N N LU U W m W U z N O Cn W IL 01f I..L N N 0 LU � �o J U Q W N lz r N O N drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: 1223625 10/20/2021 SHEET 12 OF 15 12 M 0 (Dz z_z cn O QZ U) U)�_ J Z 0 5 O v C) W � Q W > W 0- � Z OJ U W LU QU)> O W O W 0 z Z J � � � � J W LU U O m W U W U Cn W IL 01f CD J Q 0 LU � J U Q W 2 drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date: 1223625 10/20/2021 SHEET 12 OF 15 12 OU - LIFE TIME - CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. ROOFTOP EQUIPMENT WILL BE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SET BACK, SCREENED, AND rrT -RAG1Il1 NI A!1 C C11 10 =rlT T!'1 CIMMMM A TC MMMR/1IT EXTERIOR ELEVATION - WEST 3/32" = V-0" ROOFTOP EQUIPMENT WILL BE P n n r IZ nr. 1"1rr41r1"1 A KIM 1 PARAPET 163'- 6" PARAPET i 158'- 6" 1 PARAPET 156'- 6" DW POINT) 151'- 6" RD FLOOR �- 134'- 0" ) PARAPET 120'- 4" ND FLOOR 118'-0" ST FLOOR 100' - 0" MATERIAL TABLE: WEST ELEVATION PERCENTAGE BRICK 35.5% STONE 20.6 % METAL PANEL 10% GLAZING 16.6% EIFS 17.3 % SOUTH ELEVATION Z_ BRICK 43.8 % STONE 16.6% METAL PANEL 6.3% GLAZING 13.8 % EIFS 19.5% EXTERIOR ELEVATION - SOUTH 3/32" = V-0" iv�-L ---- --- ----i L-------------JL------------I L - - - - - - - --- - - - J L - - - - - - - - - ---- CANOPY ABOVE 100'-0" Y MATERIAL KEY: FIELD BRICK MANUFACTURER: TAYLOR CLAY PRODUCTS INC. COLOR: GRAY TEXTURE: WIRECUT ACCENT BRICK MANUFACTURER: TAYLOR CLAY PRODUCTS INC. COLOR: DRIFTWOOD TEXTURE: WIRECUT LIMESTONE MANUFACTURER:MEZGER ENTERPRISES INC. COLOR: LEUDERS TEXAS LIMESTONE METAL PANEL /WINDOW FRAMES /METAL COPING MANUFACTURER: VARIES COLOR: BRONZE GLAZING MANUFACTURER: VITRO F/ V//// / / ARCHITECTURAL GLASS COLOR: SOLARBAN 70XL SOLAR ILI CONTROL LOW E -GLASS EIFS MANUFACTURER: DRYVIT COLOR: TO MATCH SHERWIN WILLIAMS PAINT COLOR SW 6126 LIFETIME' HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS X 455 Sherman Street, Suite 160 Denver, Colorado 80203 voice: (303) 447-0090 fax: (303) 447-9141 web: collinsengr.com JJJJ NOkklS DESIGN Planning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com Know what's below. Call before you dig. z Un o z� oz >� >U w U, z w 0 W N z z r N O N C14 Cl) O (D Z Z_ Z cn O Z -5 U) U) U) 'E Z Z E O v C) 00 Z W 0 Q W O > in in 0- � Z OJ 0 W LU QU)> U) W O W 0 z Z J � > NN � V U U W O O O J k-- N N LU U W m Cl) W U � � o N 0 Cn W LL 01� I..L N N 0 LU ryJ � O 0 Q W N z z r N O N drawn by: checked by: approved by: QA/QC by: project no.: 22.3625 drawing no.: date: 10/20/2021 SHEET 13 OF 15 13 M O (D Z Z_ Z cn O Z -5 U) U) FJ Z O v C) 00 Z W 0 Q W > W 0- � Z OJ 0 W LU QU)> O W O W 0 z Z J � � V U U 0 O J WALL LU U O m W U � � W 0 Cn W LL 01� (D J Q 0 LU ryJ 0 Q W 2 drawn by: checked by: approved by: QA/QC by: project no.: 22.3625 drawing no.: date: 10/20/2021 SHEET 13 OF 15 13 6 iz a r LIFE TIME - CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE. CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION 30, 3 1/2" O.C. MAX PLAY AREA FENCE CURB 3/4" = 1'-0" 12'- 8" N i� N i� CONCRETE CURB FULCRUM LATCH WITH STRIKE STRAP SLOPE SLAB TOWARD DRIVE AISLE DROP BOLT PRECAST CONCRETE CAP LINE OF CMU a a N N N >_ a LINE OF LIMESTONE N TRASH ENCLOSURE CAP PLAN 1/4" = 1'-0" HM DOOR & FRAME - REF DOOR SCHD i L0 N CM /moi o L T-1 1/2" i` TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO NOTE: COORDINATE FENCE FOOTING LOCATIONS WITH FENCE SUPPLIER PRIOR TO POURING FOOTINGS AND FENCE CURB NOTE: VERIFY SUB -BASE WITH MFR PRODUCT SPECS AND SOIL CONDITIONS PER GEO-TECH REPORT !lliZll��������►[y�li��l FENCE BASE PLATE SECURE TO CONCRETE \ FOOTING WITH GALVANIZED HARDWARE 2x4 POLYMER NAILER BY TURF INSTALLER ARTIFICIAL TURF FILAMENT TO EXTEND ABOVE TOP OF CONIC CURB o in EO NON -INFILL TURF OVER 1 1/2" - 1 3/4" POURED -IN-PLACE RUBBER BASE (SBR) COORDINATE PAD HEIGHT WITH CIVIL I u I BASE AS REQD FOR NON- 4 INFILL TURF INSTALLATION STONE AS REQD, REF CIVIL —14 PERFORATED DRAIN TILE - WRAPPED IN FABRIC COORDINATE W/ CIVIL & PLUMBING CONCRETE FOOTING - REF STRUCT -I POST FOOTING BEYOND TURF TO FENCE CURB 3/4" = 1'-0" 6" DAM. BOLLARD - CONC APRON - REF DETAIL REF CIVIL / i i i i i i i i i i ,N \ \i DROP -BOLT WITH HOLE CUT IN CONIC APRON O r r T- 11/2" 6" DIA. BOLLARD - REF DETAIL CO H a C7 U) w o Q Q O AP`P`CAIT r%r%l r%D TDM 3/4" X 3/4" STEEL PICKETS WITH PLASTIC CAPS o EO -, 4" STEEL POSTS W/CAPS 3 1/2" /MAX CLR MESH 2'-0" MIN EA SIDE 'HERE PANIC HARDWARE IS PRESENT PCC -1, TYP. EMERGENCY PANIC HARDWARE W/ BATTERY POWERED ALARM KIT 6" WIDE STEEL PLATE (FOR MOUNTING HARDWARE) 3 1/2" --MAX CLR GATE SUPPLIED AND INSTALLED BY FENCE CONTRACTOR N N �54'�� _ o 0 0 o STEEL MESH, POWDER )TC — Y _ COATED TO MATCH FENCING EXTEND TOP OF FOOTING PROVIDE REMOVABLE CENTER POST WHERE OCCURS AT CONIC BEYOND BASE PLATE TO ALLOW (REF DOOR SCHEDULE FOR LOCATIONS) PAVERS, HOLD TOP OF FOR ANCHORING OF REMOVABLE POOL DECK GATE LOCATION - FOOTING DOWN 4" BELOW MULLION COORDINATE WITH PROJECT ARCHITECT FINISHED GRADE TO DETERMINE LOCATION ELEVATION AT POOL PRIVACY GATE 1/2" = 1'-0" FRONT VIEW SIGNAGE SUBJECT TO SEPERATE PERMIT END VIEW OTHER TENANT MONUMENT SIGN 3/4" = 1'-0" DATE LAST MODIFIED: 06/30/2021 TRASH ENCLOSURE_ LEFT ELEVATION 1/4" = 1'-0" PRECAST STONE CAP LIMESTONE ACCENT COLOR TBD CLEAR CREEK LOGO BRONZE METAL PANEL BACK -LIT BRUSHED ALUM "LIFETIME" SIGN BRICK PRECAST STONE CAP LIMESTONE BASE PRECAST STONE CAP - LIMESTONE TRASH ENCLOSURE_ RIGHT ELEVATION 1/4" = 1'-0" BRONZE METAL DOOR MADRAX - U RACKS ON RAILS 4 ROCK TRASH RECEPTACLE � MADRAX BIKE RACK TRASH ENCLOSURE_ FRONT ELEVATION 1/4" = 1'-0" TRASH ENCLOSURE_ REAR ELEVATION 1/4" = 1'-0" PRECAST STONE CAP LIMESTONE BRONZE COLOR METAL DOOR PRECAST STONE CAP LIMESTONE LIFETIME' HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 160 Denver, Colorado 80203 voice: (303) 447-0090 fax: (303) 447-9141 web: collinsengr.com J�JJ NOkkIS DESIGN Planning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com Know what's below. Call before you dig. N co O Oz , Z Z J Q LU (n O U W W UZ_J O � m � z J Z W - Q J UUU i W— LU u> 0 Y WC) U - - - J Q 0 LU J Z U Q O PRECAST STONE CAP - LIMESTONE TRASH ENCLOSURE_ RIGHT ELEVATION 1/4" = 1'-0" BRONZE METAL DOOR MADRAX - U RACKS ON RAILS 4 ROCK TRASH RECEPTACLE � MADRAX BIKE RACK TRASH ENCLOSURE_ FRONT ELEVATION 1/4" = 1'-0" TRASH ENCLOSURE_ REAR ELEVATION 1/4" = 1'-0" PRECAST STONE CAP LIMESTONE BRONZE COLOR METAL DOOR PRECAST STONE CAP LIMESTONE LIFETIME' HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 COLLINS ENGINEERS 455 Sherman Street, Suite 160 Denver, Colorado 80203 voice: (303) 447-0090 fax: (303) 447-9141 web: collinsengr.com J�JJ NOkkIS DESIGN Planning I Landscape Architecture I Branding 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com Know what's below. Call before you dig. drawn by: checked by: approved by: QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/2021 SHEET 14 OF 15 14 N co O Oz Z Z J Q LU (n O U W W UZ_J O � m � z J Z W LIJ U) Q J UUU i W— LU u> 0 Y WC) U LU > 0 U_ 0 - cn O 0 O J W J Q 0 LU J Z U Q O N N w o o N N W Q o N C0 I.J_ N N C) w Oz N z N N drawn by: checked by: approved by: QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/2021 SHEET 14 OF 15 14 M O Oz Z Z J Q LU (n O U W W UZ_J O � m � z J Z W LIJ U) Q J UUU i W— LU u> 0 Y WC) U LU > 0 U_ 0 - cn O 0 O J W J Q 0 LU J 111211� U Q drawn by: checked by: approved by: QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/2021 SHEET 14 OF 15 14 O U) Cu c0 C I r` 0 0 LO N 0 N LO a LIFE TIME - CLEAR CREEK CROSSING A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, CO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29 AND THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO LIGHT FIXTURE SCHEDULE - SITE PHOTOMETRIC NOTES 1. COORDINATE POLE HEIGHT AND CONCRETE BASE. REFER TO POLE BASE DETAILS. M Label TYPE DESCRIPTION VOLT TYPE LAMPS PES FIAT. VA MANUFACTURER CATALOG NUMBER NOTES P1 EXTERIOR LIGHT POLE AND HEAD, DIE-CAST ALUMINUM FIXTURE HOUSING, ACRYLIC LENS. 4" STRAIGHT SQUARE STEEL POLE WITH BASE COVER. FIXTURE AND POLE TO BE DARK BRONZE FINISH. SINGLE HEAD, 24'-8" POLE, TYPE 3 DISTRIBUTION, BI -LEVEL CONTROL TO 30%. HOUSE -SIDE SHIELD. UNIV LED 4000K 62 LSI INDUSTRIES MRM-LED-9L-SIL-3-UNV-DIM-40-70CRI-IH 1 P2 EXTERIOR LIGHT POLE AND HEADS, DIE-CAST ALUMINUM FIXTURE HOUSING, ACRYLIC LENS. 4" STRAIGHT SQUARE STEEL POLE WITH BASE COVER. FIXTURE AND POLE TO BE DARK BRONZE FINISH. DOUBLE HEAD, 24'-8" POLE, TYPE 5 WIDE DISTRIBUTION, BI -LEVEL CONTROL TO 30%. UNIV LED 4000K 96 LSI INDUSTRIES (2)MRM-LED-7L-SIL-5W-UNV-DIM-40-70CRI 1 P3 EXTERIOR LIGHT POLE AND HEAD, DIE-CAST ALUMINUM FIXTURE HOUSING, ACRYLIC LENS. 4" STRAIGHT SQUARE STEEL POLE WITH BASE COVER. FIXTURE AND POLE TO BE DARK BRONZE FINISH. SINGLE HEAD, 24'-8" POLE, TYPE FORWARD THROW DISTRIBUTION, BI -LEVEL CONTROL TO 30%. HOUSE -SIDE SHIELD UNIV LED 4000K 62 LSI INDUSTRIES MRM-LED-9L-SIL-FT-UNV-DIM-40-70CRI-IH 1 Q 72"H X 15"W X 11"D EXTERIOR WALL SCONCE. ALUMINUM CONSTRUCTION. DARK BRONZE POWDER COAT FINISH, SATIN WHITE ACRYLIC DIFFUSER. 7200 DELIVERED LUMENS. UNIV LED 3000K 80 CASEY ARCHITECTURAL LIGHTING LTF-WAM-72-15-3000KLED-SW-DARK BRONZE POWDER COAT Q4 LED EXTERIOR WALL MOUNT AREA LIGHT. DARK BRONZE IN COLOR. TYPE 3 DISTRIBUTION. 3998 LUMEN LED. 277 LED 3000K 49 LITHONIA ASW1-LED-42C-350-30K-SR3-MVOLT-DDBXD 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-1 0-1 0-1 0-1 0-2 0-2 0-2 0-2 0-2 0-2 0-2 0-3 0-4 - - - - - 0-2 0-3 0-3 0-4 0-4 0-5 0-5 0-4 0-4 0-4 0-4 0-5 0-6 0-6 0-7 - - - - F___1.7 0-7 0-6 0-6 0-6 0-6 0-6 0-6 0-7 0-7 0-7 0-6 0-6 0-6 0-6 0-6 0-6 0-6 0-6 0-6 0-6 0-6 0-6 0-6 0-7 0-7 0-8 0-9 0-9 0-"/ 0-6 0 4 0-3 0-2 0-1 0-1 0-0 0-0 0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-1 0-1 0-2 0- 0 4 0-5 0-6 0-7 0-8 0-8 0-9 0-9 0-9 1-0 1-0 1-0 1-0 0-9 0-9 0-9 0-9 0-9 0-9 0-9 0-9 1-0 1-0 1-0 1-0 1-0 1-0 1-0 - - - - - - 1-0 1-0 0-9 0-9 0-9 0-8 0-7 0-7 0-7 0-7 0-8 0-9 0-9 0-9 0-9 0-9 0-8 0-7 0-7 0-7 0-7 0-7 0-8 1-0 1-1 1-2 1-4 1-3 1-1 0-8 0-6 0-3 0-2 0-1 0- 0-0 0-0 0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-1 0-2 0-3 0- 0 7 0-9 1-1 1-4 1-6 1-6 1-7 1-6 1-6 1-5 1-6 1-7 1-8 1-7 1-7 1-5 1-4 1-3 1-3 1-3 1-5 1-6 1-7 1-7 1-6 1-5 1-4 1-4 1-4 1-5 1-7 1-8 1-8 1-8 1-7 1-5 1-4 0-3 1-4 1-5 1 1-4 1-3 1-0 0-9 0-8 0-8 0-9 1-0 1-3 1-4 1-4 1-4 1-3 1- 0-8 0-7 -8 0-� 0-8 1-1 1-5 1- - 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LIGHT LEVELS SHOWN ARE MAINTAINED. LIGHT LOSS FACTOR OF 0.855 WAS APPLIED TO ACCOUNT FOR LUMEN DEPRECIATION AND DIRT ACCUMULATION. B. LIGHT POLES TO BE LOCATED NO CLOSER THAN Z-0" FROM FACE OF CURBS. C. REFER TO SHEET LIGHT FIXTURE CUTSHEET EXHIBIT AND FIXTURE SCHEDULE FOR INFORMATION. REFER TO STRUCTURAL DETAILS FOR BASE DIMENSIONS AND REBAR SIZE/SPACING S wC? X N 3OND TO GROUND LUG #4 B.C. TYPICAL V IN GRASS/LANDSCAPE 4REA 3OND TO REBAR SEE STRUCTURAL PLANS FOR MORE DETAIL. BASE PROVIDED BY CONCRETE CONTRACTOR, COORDINATED BY ELECTRICAL CONTRACTOR. POLE BASE DETAIL - TYPICAL NO SCALE LIFETIME HEALTHY WAY OF LIFE 2902 CORPORATE PLACE CHANHASSEN, MN 55317 1 COLLINS ENGINErnM 455 Sherman Street, Suite 760 Denver, Colorado 30203 voice: (303) 447-0090 fax.- (303) 447-9747 web: collinsengr. com JJJ,) NODS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 www.norris-design.com emanuelson-podas consulting engineers Emanuelson-Podas, Inc. 7705 Bush Lake Road Edina, MN 55439 (952) 930-0050 1 www.epinc.com • Know what's below. Call before you dig. W Q 0 aj C5 ,,_ Z I -IN Z J 0 - LU U) �w U_ LU 2 0 0 Z Z O w N 0 N drawn by: checked by: approved by: QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/21 SHEET 15 OF 15 15 M (j Z Z U) o UDZ www LLJ UZ� O -a U) z a wwww J UUU w �FZ �LLI J 0 Y � Uu) Q � D LL Lu Ua o Q O J O c) � W J U � � Q w 2 drawn by: checked by: approved by: QA/QC by: project no.: 12236-25 drawing no.: date: 10/20/21 SHEET 15 OF 15 15 EXHIBIT 5: WEST SIDE CIRCULATION GRAPHIC See attached. 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S1., �R ;�t�i•, V 1rt,�. �' r i. .; -`..-; , - - -- _ .: nL.- ,�+: •. y.' - - - r t r �.' ..• - r .rhL I 0 0 EXHIBIT 6: ARCHITECTURAL PERSPECTIVES See attached. Planning Commission 16 Case No. WZ-21-13/Life Time at Clear Creek Crossing - Piz 1i ,� �. a 41 IFE TIME _ • --- - .. _ro PIP i o N& min41 Ira .w v, ...• e - t . y�. a� Pill i �Pli PIP PIP z __ 'i, -� i Fill Sn .0 , 3 r• '.m PIP I - - r "-" ,l _PIP66666666 1, _- - 7• F. - re' � T All OF It N<1� Inow N. - i �f9F. rye. now lie Nil 111 ii* 3'w �j^e�' m� 1 A 4 ,4 R„ dill I�'iNI IIII I. ,•Awl d z 7 i IL f„ �Ayl Ilk) IIV. i lJ1t 1.' It It N I, lit Y T r pF ,•Awl d z 7 i IL f„ �Ayl Ilk) IIV. i lJ1t 1.' It It N I, lit Wv� S @ IP Ll Al T F ay�.rE 'r11 7; e • A %, 4p�7 u ~ rS ti e i AC2 wwr Y�,Wr pp� jw � pp� im i lILeI _ 4 v ++ IoOi=0'i� I�' I �nAAA�I ' _ill _�di A ef �. . " a r� Mp:M1 ijaiwc TQ ,. V I r y A Jlee,z r 6 aX. �?el F"' ^' Gle l , Z ell, IL I , k- k it Fie O 40 j1 `1 y.r i• r}A�r'.'3 �Ma Y �3 - A ,W ,`E4'SwS k5�„•e. .RRR�S''Pc�.ssytlrfC.Y 2` $ S T ie rr q. x , .. r• ' Ir . .n Illlllull�t���ll li lit u..1 ..._, ...... A ef �. . " a r� Mp:M1 ijaiwc TQ ,. V I r y A Jlee,z r 6 aX. �?el F"' ^' Gle l , Z ell, IL I , k- k it Fie O 40 j1 `1 y.r i• r}A�r'.'3 �Ma Y �3 - A ,W ,`E4'SwS k5�„•e. .RRR�S''Pc�.ssytlrfC.Y 2` $ S T ie rr q. x , .. r• ' Ir G: C� EXHIBIT 7: APPLICANT NARRATIVE See attached letter. Planning Commission 17 Case No. WZ-21-13/Life Time at Clear Creek Crossing LIFETIME HEALTHY WAY OF LIFE Community Development Department City of Wheat Ridge Phone: (303) 235-2846 January 3, 2022 RE: Life Time— Clear Creek Crossing (PA -5 and PA -6)- Specific Development Plan Application To Whom it May Concern, Life Time is excited to propose a new club destination in the City of Wheat Ridge within the Clear Creek Crossing (CCC) Outline Development Plan (ODP). Life Time seeks approval for a Specific Development Plan (SDP) including 12.2 acres within Planning Areas 5 and 6 of the Harvest District. Life Time will also be working with Evergreen Development Company (Developer) on a concurrent plat application and regional infrastructure plans for Block 4. General Project Concept and Scope The proposed development will be Life Time's 8th destination in the Denver Metropolitan Area with over 155 locations operating nationally. Life Time is a champion of promoting a healthy way of life for its members and guests through its unparalleled athletic lifestyle resorts that go beyond a typical fitness club. Life Time's destinations are thoughtfully designed to cover the entire spectrum of daily life for communities, individuals, and families of all ages. Life Time's proposed development for Clear Creek Crossing includes the following premium programming and amenities: 111,000 square foot, 3 -story Life Time club that includes: o Indoor Lap Pool and Multiple Spas o Regulation Size Basketball Court o Expansive Cardio and Resistance Training Floors o Studio spaces for Yoga, Pilates, Cycling, Barre, and Group Fitness o Life Spa o Life Time Kid's Academy o Life Cafe and Bar with Outdoor Patios 41,400 square foot outdoor amenity deck that includes: o Outdoor Lap Pool o Zero -Entry Leisure pool o Waterslides o Lounge Chairs, Patio Seating and Cabanas o Poolside Bistro with Food and Beverage Services LIFETIME' HEALTHY WAY OF LIFE The Developer will be completing the overlot mass grading, all infrastructure adjacent to, and select regional infrastructure within the proposed Life Time Development. The Developer will also be subdividing 12.2 acres for the Life Time parcel within PA -5 and PA -6 of the Overall Development Plan under separate application. The turnover condition will be closely coordinated through the Developer's Block 4 Utility Corridor Construction Documents and Life Time's Specific Development Plan. Land Use/ Planning Area Discussion Life Time proposes development within PA -5 and a portion of PA -6 of the Harvest District. The proposed use, Recreation Facilities, Commercial, is an allowed use in PA -5 and PA -6 in the CCC ODP. The Life Time site plan orients its building to the east and its outdoor amenities to the west, engaging its building with the community as it is set prominently just west of the ramp intersection, with the outdoor amenities embracing the beautiful views that are a significant opportunity of this location within Clear Creek Crossing. Life Time worked closely with the Developer using the zoning documents to guide the progress of site design of Block 4. Prior to Life Time's interest in the site, initial plans for the west block of CCC showed big box retail taking the entirety of PA -6. These site plans all required the construction of a 30 foot retaining wal I at the south boundary of PA -6 with the building envelope at the south end of this area. All access and parking for the parcel was then set north of the building with connections at Crossing Drive and 40th Ave. This orientation also physically isolated PA -5 from PA -6. With this isolated site plan, PA -5 would need to receive significant f11 to meet elevations of Clear Creek Or so that the site could be developed with retail, restaurant and hotel uses, as allowed in the ODP and as an intended use in the Harvest District. Hotel users looking at PA -5 were restricted significantly by parcel size and emergency vehicle circulation constraints driven by building height. A secondary access point is required to meet fire department remoteness criteria for buildings of significant height. For small, street -level retail, economics were challenging as PA -5 required more than 100,000 cy of fill and significant retaining wall to meet the elevations Clear Creek Drive. With the lack of a big box retail user, Life Time and the Developer have worked diligently to embrace the CCC Guiding Documents while honoring the topography and infrastructure constraints of the west side of Clear Creek Drive. With a 20 to 40 -foot grade differential on three of the four sides of PA -5, roughly half of PA -5 is used to drop in elevation to the remainder of Block 4. Life Time has worked with City Staff to break up the slopes with rolling landscape, providing an excellent buffer from the adjacent residential. A strong vehicular and pedestrian connection traverses the slope to connect the south side of the development to the remainder of Block 4. The additional vehicular connection provides much needed secondary emergency vehicle access and a preferred corridor for the Consolidated Mutual Water Main serving all development west of Clear Creek Drive. With Life Time as an anchor, the Developer has made significant progress site planning the remainder of Block 4 in a way that works with the grade challenges of PA -5 and connects all parcels west of Clear Creek Or with a private street. In this effort, the Developer has been able to accomplish the following: Worked with Life Time to create a sense of arrival showcasing the front entry of the 111,000 sq ft, 3 - story building as a focal point from the I-70 ramp intersection with Clear Creek Drive. This sense of arrival replaces previous site iterations that highlighted the service and delivery side of a big box retailer. LIFETIME' HEALTHY WAY OF LIFE • Moved a future hotel site (PA -5) away from the existing residential neighborhood and replaced it at the north end of PA -6, creating better synergy between hotel, retail and restaurant uses. • Engaged Applewood Sanitation to realign the trunk sanitary line east of Coors Pond to deliver a more usable west edge of the site, accommodate an outdoor amenity deck for Life Time and activate the waterfront trail corridor for the remainder of the block. Created a multi -modal boulevard and utility corridor in Block 4 that links and provides access to all parcels west of Clear Creek Drive with the signalized intersections at Crossing Dr and 40th Avenue. This corridor proved to be essential to meet the access, utility and life safety needs of the parcels it serves. The subsequent sections are intended to introduce the project and address the Design Intent, Standards and Guidelines of the Clear Creek Crossing ODP and Design Pattern Book (DPB). DPB 2.0 - Site Design Through multiple iterations of prototypes and orientations, the site was designed to meet the requirements and intent of the DPB. During the planning stages, specific priorities were made to maximize multi -modal connectivity with the remainder of the development, provide high visibility to the development from the freeway, and to preserve the spectacular view corridors of the Coors Pond and mountain skyline. Multiple site constraints were balanced, including over 55 ft of elevation change across the site, a regional stormwater bypass system, a future regional trail corridor and the relocation of the Applewood Sanitary Sewer Interceptor. The site was ultimately laid out to balance earthwork while maintaining manageable slopes throughout the perimeter of the site. Rather than constructing large, obtrusive retaining walls, the site plan embraces the topography of the site by incorporating large rolling landscape buffers. The resulting site plan is over 40% landscaped, largely comprised of bands of drought tolerant native seeds and landscape screening at the perimeter of the site with more formal planting beds framing the building foundation and site amenities. DPB 2.1 and 22— Development Standards and Districts Life Time is a permitted use within PA -5 and PA -6 of the Harvest District and meets the setback, lot coverage, landscape and building height restrictions. Seethe Land Use/ Plan ning Area Discussion section for more discussion on combination of planning areas and conformance with the District Development Standards. There are currently 525 total parking stalls proposed including 514 standard stalls and 11 accessible stalls. According to the attached Parking Code Analysis, 357 Parking stalls are required. DPB 2.3 - Streets Primary vehicular access to the property comesfrom the North and the South and aligns with the primary access points shown in the ODP and the DPB. The primary site accessfrom the North will come from a private street constructed by the Developer that connects to the signalized intersection at 40ch Avenue and Clear Creek Drive. This street is currently being designed and permitted by the Developer as part of their Block 4 infrastructure plans. As noted in the Planning Area Discussion, the internal road network will vary slightly from the concept provided in the Harvest District Planning Area Diagram. The proposed internal road will extend through the Life Time site connecting PA -6 and PA -5 terminating at the existing, planned curb cut at Clear Creek Drive to the South as shown in Figure 1 below. This location is aligned with the full movement intersection planned to connect PA -5 to PA -4. This connection provides increased connectivity with the LIFETIME HEALTHY WAY OF LIFE development and provides the secondary emergency vehicle access required to serve the Life Time site. While Life Time is not constructing any public streets within this application, the internal driveways are constructed with amenity zones and pedestrian ways consistent with the DPB guidance. Figure 1: Clear Creek Crossing Design Pattern Book—Harvest District Planning Area Diagram The southern access located at the PA -4 and PA -5 Intersection with Clear Creek Drive has been designed to provide safe and convenient access to the Clear Creek Crossing Development as well as the 70 WBC outpa rcel south of the development. Life Time has met with the Developer and the 70 WBC, LLC representatives to coordinate the best point of access that balances traffic concerns, as well as the change of elevation between the adjacent Clear Creek Drive and the two properties. The resulting 70 WBC, LLC access is set back over 100 ft from the Clear Creek Drive lane of travel and 75' from the pedestrian crossing stop bar. The access is set at the vertical apex of the driveway before its descent into the Life Time Site. As shown in Figure 2 below, the proposed access will add an additional eastbound lane to improve the Level of Service and reduce queue lengths for patrons of Clear Creek Crossing and the 70 WBC outlot. For information related to the design and performance of the southern access, please refer to the attached trip generation and traffic conformance letter provided by FH U. LIFE TIME HEALTHY WAV OF LIFE Figure 2: Proposed Southern Access to Clear Creek Drive and 70 WBC, LLC. DPB 2.4—Pedestrian Connectivity Life Time has developed a plan to provide strong pedestrian and bike connections throughout the site and to the surrounding infrastructure. Using the DPB and ODP as guiding documents, access has been provided to Clear Creek Drive to the South across from PA4. Access to the north is provided by the Block 4 internal road corridor through PA -6 and connecting with the larger pedestrian network located at the 40thAvenue intersection. Due to the large grade differential, safety concerns and limited pedestrian traffic located atthe I- 70 Exit Ramp, an additional mid -block pedestrian connection adjacent to the Life Time site was not included in the ODP and is not recommended. Consistent with the DPB Pedestrian Connectivity Map (see Figure 3), a direct stair connection to the future regional trail will be constructed at the Northwest corner of the Life Time site. Additionally, an accessible at - grade sidewalk connection will extend north of the site for future connection to the trail through the remainder of PA6. This connection will be coordinated with the Developer as the remainder of PA -6 develops. Internally, the site has been designed for safe travel for bicyclists, pedestrians, and vehicles with designated areas to minimize conflicts. Internal sidewalk networks were designed to funnel pedestrians to defined crossings of the main driveway. Where pedestrian ways cross vehicular driveways, a combination of differentiated pavements (enhanced concrete and concrete pavers) and painted crosswalks will be used to alert drivers and to calm traffic. A speed table (zero -curb) pedestrian level crossing is proposed at the main entrance to allow for safe, accessible access to the parking lot and to the site pedestrian network. The area adjacent to the front of the building has been activated with outdoor seating, trellis elements, walls, landscaping and enhanced concrete pavements to embrace the Modern -Agrarian theme of the development. LIFETIME' HEALTHY WAY OF LIFE Figure 3: Clear Creek Crossing Design Pattern Book—Pedestrian Connectivity Map Excerpt DPB 2.6 Bicycle Parking U -rack bicycle parking spots are provided north ofthe main entrance. The spots were placed at the north end of the entry to centrally locate and accommodate the most convenient access to the trail connections, Block 4 sidewalk and infrastructure and the main facility entrance. Life time seeks a modification to the DPB guidelines by placingthe racks more than 50' from the front entrance. Life Time has activated its front entry elevation by adding patios, trellis elements and landscaping immediately adjacentto the front entry. In doing so, the bike racks are placed just outside ofthis area to not mix pedestrian and bike traffic in these higher traffic areas. DPB 2.7 Service and Loading Areas Life Time operations does not require frequent deliveries or loading efforts. The trash enclosure is sited at the south side of the building, away from the main entrance and tucked into the landscaped slopes of the property (seethe site details sheet for a trash enclosure elevation including the elements required in the DPB). Pool chemical deliveries are relatively infrequent and are completed at the northwest end of the building adjacent to the shared access drive. Life Cafe and Life Spa retail deliveries come in and out of the front door during non - peak hours to avoid conflicting with club operations or member access. DPB 2.8—Fencing and Screening Site fencing is provided at the Outdoor Kid's Academy, around the outdoor pool deck, and atthe cafe and bar patios at the front of the building. The fencing is intended to match the architectural character of the building. The fencing provided at the front entrance has been enhanced to highlight the Modern -Agrarian aesthetic. The building mechanical units are all provided on the roof and are screened per zoning and DPB requirements. LIFETIME HEALTHY WAY OF LIFE DPB 2.9—Walls Great efforts have been made to eliminate the use of retaining walls on site as suggested in section 2.8 ofthe DPB. By incorporating long, rolling slopes at the site perimeter, walls were eliminated from the site and replaced with landscaping. DPB 2.10 — Plaza and Gathering Areas Life Time is working with the Developer to include dedicated Plaza and Gathering spaces for PA -6. The area north ofthe outdoor amenity deck was chosen due to its proximity to the trail connection, and the spectacular views it provides. As part of the trail construction plans, a trailhead plaza will be incorporated intothis area and a separate tract will be isolated via the plat. Life Time has an abundance of outdoor gathering space with its pedestrian level cafe and bar patios at the entry to the building and the expansive outdoor pool deck. All utilize high quality hardscape materials and resort -like landscaping. DPB 2.11—Open Space and Views The building and site layout was the result of multiple planning efforts aimed at balancing visibility to the surrounding transportation infrastructure, preserving sustainable landscape slopes, and embracing the magnificentview corridorstothe adjacent Coors Pond and mountain skyline. This results in over 40% open space, morethan doubling the minimum requirement for the Harvest District DPB 2.12— Public Art The Developer will be incorporating public art into the trailhead plaza. More information be provided with the trail and plaza plans. DPB 3.0 — Building Design Life Time, as a brand, has been continually developing and evolving its building designs to exceed expectations of both its members and the public. When choosing a prototype for this location, it became clear that creating a sense of arrival tothe overall development was key. At 60 ft tall and 3 stories, the J3+ prototype is the top tier, most enhanced building type, and its location framed across the 1-70 exit ramp will draw attention tothe development and the vistas beyond. Life Time has worked with staff through the pre -application process to introduce materials and form consistent with the Clear Creek Crossing Modern -Agrarian theme, while staying consistent with the brand identity. DPB 3.1—Building Form, Height, and Massing Life Time uses a gradation of building heights and masses with modulation in roof forms longer than 100 ft. The minimum roofline change is 2 ft in height. Roof forms over 50 linear feet all have some form of decorative cornice, differentiation in material, change in height, or change in type of roof. Building mass provides a clear delineation of the entry using a projecting, framing element. The base of the building providesvisual weight in the form of stacked limestone, which groundsthe building and ties it to the Modern -Agrarian theme ofthe development with adjacent landscaping and hardscaping. Higher and lower areas ofthe building are accentuated using corner elements, changes to material, and architectural expression. Corners are anchored by brick masses with a contemporary take on Traditional -Agrarian detailing. These are four-sided elements to give the building a defined depth. The 8 ftto 16 ftvertical rhythm of the buildingfield is broken with horizontal lines of precast stone, bronze metal, extensive glazing, reveals, sweeps and cornices. The higher stone atthe LIFETIME' HEALTHY WAY OF LIFE building front projects forward to pull attention inside and create implied protection from the elements. Canopies and trellises throughout the exterior reduce the scale for a more comfortable pedestrian experience. Detail and materials are consistently utilized across all facades to eliminate a "back of house' appearance. DPB 3.2—Pedestrian Oriented Design The ground floor along the primary pedestrian route has been given extra attention, and incorporates pedestrian scaling features, to encourage pedestrian traffic close to the building. Overhanging elements do not extend over sidewalks except at the building entry, where it is higher than 10 ft. A variety of projections including stone framing (projecting from the entry and first floor windows), an open trellis above outdoor eating and lounge areas, and a bronze metal canopy over the entry, create cover and provides visual interest to public areas. DPB 3.3 —Variety and Scale The Life Time building provides interest and variety by expression of architectural modules. Window variation is used to identify the entry as a central element in the compositional hierarchy. It is also used to compress the first floor at the pedestrian level to create a more human scale. More glass is used at the front of the building to create transparency and views to activity within the facility. The horizontal wall condition and the main pedestrian path is broken often and does not exceed 20 ft without architectural articulation. Avariety of color and texture is used, with more tactile materials near the base and corners to give the building a sense of venerability when close-up. Higher on the building, elements become more pronounced for visibility from a greater distance. DPB 3.4—Building Facades All facadesvisible from a street or public space incorporate reveals, belt courses, cornices, deep overhangs a minimum of 3 ft in depth, repeating architectural expressions, color and textural changes, and articulation of windows and doorways. Materials return to inside corners of projecting elements. Plane changes for major massing elements is greater than 1 ft per 50 ft of facade length. The facade facing the street has several elementsthat provide a change in plane depth. The entry frame extends 10 ft beyond the building face, the entry canopy extends 3 ft beyond the entry frame, and the window framing elements project another 2 ft beyond the buildingface. Base elements do not extend two -stories and are detailed to enhance the architectural streetscape and to provide a pedestrian friendly scale. DPB 3.5—Building Transparency Life Time uses Low -E coatings on windows where it is beneficial for energy conservation. Minimal spandrel glass and filmed glass is used in this project and is not counted towards the overall transparency. Sun screens and shades are used to assist in sun control during hot weather months without obstructing views. Windows on the first floor span from 2 ft to 12 ft and cover 54% of the facade facing the primary street. Overall facade transparency on the street facing facade is 27.7%. DPB 3.6—Building Entries A primary entrance has been oriented and is highly visible from the public right of way. The site and landscape are designed to funnel pedestrians to the primary entrance where all members must check-in. The entry is directly connected to a series of public sidewalks and trails by a network of paved walkways. The entry is further emphasized by changes in wall plane, a higher level of material detail, and a greater amount of transparency. LIFETIME HEALTHY WAY OF LIFE DPB 3.7 —Awnings and Canopies Awnings for this structure are durable and designed with high-quality materials. Steel and metal panels are integrated throughout the overall building design to add to the Agrarian theme. DPB 3.8—Parking Structures There are no parking structures included with this application. DPB 3.9— Roof Top Design Rooftop equipment is screened by an extended parapet, integrated with the buildingfacade, and projects a minimum of 5 ft in height. DPB 4.0 — Materials DPB 4.1 and 4.2— Building Materials The building is comprised of materials from the DPB Agrarian Materials Palette consisting ofvarying primary and secondary materials. Consistent with the Life Time brand and DPB, quality and durable materials were selected to meet the objectives of the development. The building's primary materials are stone, metal and glass. The secondary building materials are brick and EIFS. The chosen brick colors complimentthe overall building design. EIFS is not used on the ground floor of any street facing facades, or pedestrian areas. Total EIFS on facades does not exceed 75%. EIFS walls are articulated with reveals, cornices, and sweeps consistently on all facades. DPB 5.0 — Landscape DPB 5.1—General Landscape Design Life Time is working with Norris Design, the author of the DPB, to incorporate the intent, guidelines and standards of the development vision. The landscaping theme revolves around large, alternating bands of drought -tolerant native grasses, irrigated native prairies and landscape screening beds at the perimeter of the site to complement the Modern Agrarian design theme. Landscape at the main entry, and within the pool deck, feature more formal plantings aimed at grounding the building and complementing the site's Agrarian architectural theme. DPB 5.2—Landscape Design within Districts Through multiple grading and layout efforts, large rolling hills are incorporated into the site providing over 40% of landscaped space, doubling the 20% requirement for the Harvest District. The landscape theme is consistent with the overall development and is modeled after the colorful seasonal images of crop circles included in the DPB. A 20 ft landscape buffer is included at the residential boundary to the south. DPB 5.3 —Trees, Shrubs and Plants As stated in section 5.1 and 5.2, landscape materials are consistent with the development precedent and the intent of the DPB. Plants are largely selected from the plant selection in the DPB Appendices. D PB 5.4 — Streetsca pes Not applicable to this application. LIFETIME HEALTHY WAY OF LIFE DPB 5.5—Site Furnishings Site furnishi ngs are selected to match the building aesthetic and the theme of the DPB. Please seethe attached site furnishing examples. DPB 6.0 — Lighting The photometric plan assures the parking areas are illuminated in a consistent, attractive and unobtrusive manner that minimizes light pollution, light trespass and glare. Fixtures were chosen to complement the lighting of adjacent streets and properties by using consistent fixtures, color temperature, and ill urn nation levels from the precedent submittals. Particular attention was given to the southern entry drive to ensure there is no light pollution filtering into the adjacent residential streets. As the landscape design progresses, close coordination with the lighting designer will be integral to successful placement of accent and pedestrian - level lighting. Pedestrian lighting will be utilized to create visual interest in public areas, walkways and the on- site amenities. Fixtures have been chosen to compliment the theme of the development as well as the illumination standards of Section 6.4 of the DPB. DPB 7.0 - Signage Life Time has worked with Evergreen on a signage plan consistent with the theme of the overall development and the Design Pattern Book. Life Time will be included on the Clear Creek Crossing Landmark and Primary Monuments as well as constructing a Tenant Monument with Clear Creek Crossing identification at the Southern Access Point. Building signage is intended to be visible from both the building entrances as well as Clear Creek Drive and the 1-70 exit. Pedestrian level signage is included on the front entry trellis to identify the Life Time brand as well as the Life Time Spa and Cafe. Closing Life Time and the entire project team are excited to continue working with Staff on this exciting project and development. Please do not hesitate to reach out with any questions or concerns with the application. Sincerely, q gl� �) Megan Eaton Development Director Life Time Property Development 10 EXHIBIT 8: ACC APPROVAL LETTER See attached letter. Planning Commission 18 Case No. WZ-21-13/Life Time at Clear Creek Crossing Clear Creek Crossing February 3, 2 0 2 2 Stephanie Stevens, AICD Senior Planner, Community Development Department City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80033 5 -- Dear Ms. Stevens: As Representative of the Clear Creek Crossing Architectural Control Committee, I have reviewed the 2nd SDP submittal regarding Case No. WZ-21-13 and distributed the same for review and commen ts to ACC members. The applicant, Life Time, met with the Committee prior to submitting its SDP application and addressed all architectural comments in subsequent submittals. The site plan and architecture meet the guidance of both the Clear Creek Crossing ODP as well as the Design Pattern Book. I recommend approval of the SDP as presented in the 2ndand Final submittal. Sincerely,, Christine McRight Clear Creek Crossing Architectural Control Committee Representative M. David Modrow, PE Life Time Property Development, Engineering Manager