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HomeMy WebLinkAboutSUP-17-02A City of ,�9�W heat ,d COMMUNITY DEVELOPMEN-1 City of Wheat Ridge Municipal Building 7500 W. 29" Ave. June 2, 2017 Tim LaPan Denver Water 1600 W. 12`h Avenue Denver, CO 80204 Dear Mr. LaPan: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Enclosed please find a copy of the Special Use Permit Approval to allow for the expansion of an existing public utility building with outside storage on property zoned Residential -One C (R -1C) located at 5260 W. 291h Avenue and 2833 Sheridan Boulevard. If you have not done so already, please remove the posting signs associated with this case from the property. Please feel free to contact me at (303) 235-2846 if you have any questions. Sincerely, Tammy Odean Administrative Assistant Enclosure: Approval of Special Use Permit Cc: SUP -17-02 (case file) SUP 1702.doc www.ci.wheatridge.co.us 7500 West 29th Avenue City of Wheat Ridge, Colorado 80033 3r000O' Wh6atR1gc_ 303.235.2846 Fax: 303.235.2857 Approval of Special Use Permit WHEREAS, an application for a Special Use Permit was submitted to allow for the expansion of an existing public utility building with outside storage on property zoned Residential -One C (R-1 C) located at 5260 W. 29' Avenue and 2833 Sheridan Boulevard, referenced as Case No. SUP -17-02; and WHEREAS, City staff found basis for approval of the Special Use Permit relying on criteria listed in Section 26-114 of the Wheat Ridge Code of Laws and on information submitted in the case file; and WHEREAS, the Community Development Department has properly notified pursuant to Section 26-109 of the Wheat Ridge Code of Laws; and WHEREAS, there were no registered objections regarding the application; NOW THEREFORE, be it hereby resolved that a Special Use Permit to allow for the expansion of an existing public utility building with outside storage on property zoned Residential -One C (R-1 C) is granted for property located at 5260 W. 291 Avenue and 2833 Sheridan Boulevard based on the following findings of fact: 1. The special use will not have a detrimental effect upon the general health, welfare, safety and convenience of persons residing or working in the neighborhood. 2. The special use will not create or contribute to blight in the neighborhood by virtue of physical or operational characteristics. 3. The special use will not create adverse impacts greater than allowed under existing zoning for the property. 4. The special use will not result in undue traffic congestion or traffic hazards, or unsafe parking, loading, service or internal traffic conflicts to the detriment of persons whether on or off the site. 5. The property is appropriately designed including setbacks, heights, buffering, screening and landscaping, so as to be in harmony and compatible with the character of the surrounding areas and neighborhood, especially adjacent properties. 6. There is a history of compliance by the applicant with Code requirements and prior conditions on the subject property. With the following conditions: 1. The operation of the site and the construction of improvements shall be consistent with the application materials and provided exhibits, subject to staff review and approval through review of a building permit. 2. The approval of a public utility use with outdoor storage is granted to the applicant, and may not be inherited. Future exp i s may be subject to additional Special Use Permit processes and/or Site Plan Revi w rocesse 5_51—' Date Community DevelVpment Director City of ,9�Wheat P,i.dge TO: CASE MANAGER: CASE NO. & NAME: ACTION REQUESTED: CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT Community Development Director DATE: May 26, 2017 Zack Wallace Mendez SUP -17-02 / Denver Water Approval of a Special Use Permit to allow for the expansion of an existing public utility building with outside storage onto property zoned Residential - One C (R -1C) LOCATION OF REQUEST: 5260 W. 29"' Avenue and 2833 Sheridan Boulevard APPLICANT (S): OWNER (S): APPROXIMATE AREA Tim LaPan, Denver Water Denver Water 42,870 square feet (0.98 acres) PRESENT ZONING: Residential -Three (R-3) and Residential -One C (R-1 C) PRESENT LAND USE: Public Utility Building and Vacant ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) COMPREHENSIVE PLAN (X) ZONING ORDINANCE Location Site Area of expansion Administrative Review 1 Case No. SUP -17-02 /Denver Water JURISDICTION: All application requirements have been met; therefore, there is jurisdiction to make an administrative decision for this Special Use Permit. I. REQUEST Case No. SUP -17-02 is an application by Denver Water in order to expand their existing public utility building with outdoor storage at the southwest corner of 29th Avenue and Sheridan Boulevard. The existing facility operates from 5260 W. 29th Avenue (Lots I-11, Lakeside Re -subdivision), zoned Residential -Three (R-3) and Residential -One C (R -1C). The area of expansion is the property immediately to the south at 2833 Sheridan Boulevard (Lots 12 and 13, Lakeside Re -Subdivision) (Exhibit 1, Site Characteristics). Pursuant to Section 26-114 of the Code of Laws, the Community Development Director has the ability to decide upon applications for Special Use Permits without a public hearing, provided the following conditions are met: 1. A completed application package has been submitted and fee paid; 2. The Community Development Department has notified adjacent property owner by letter notice and the site has been posted for at least ten (10) days; 3. No written objections have been received in such ten-day period; 4. The Community Development Director concludes that the criterial for approval, as set forth below, are substantially complied with and support the request. The Community Development Director can impose conditions or stipulations upon the approval, which may include physical design, operational, and maintenance considerations to ensure compliance with the criteria for review. The Community Development Director shall also decide the following: 1. Whether the SUP runs with the land in perpetuity; 2. Whether the SUP is personal to the applicant and may or may not be inherited; and/or, 3. Whether the SUP is granted only for a defined period, after which time the special use shall expire unless renewed subject to all of the requirements of this section. II. EXISTING CONDITIONS Background The subject property appears to have been used for public utility purposes for over 100 years. The City and County of Denver water works system acquired Lots 1-11 of the Lakeside Re -Subdivision in February 1916. Based on Jefferson County Assessor records, the property has not been conveyed since then. A map submitted by the applicant, last revised in 1959, indicates the lots under ownership of the City of Denver and shows a structure oriented towards West 291h Avenue and Sheridan Boulevard. City of Wheat Ridge aerial imagery from 1985 shows the same structure (Exhibit 2, Historic Site Characteristics). It is unclear when the original structure was demolished, but in 1992, Denver Water applied for and was granted a Special Use Permit (Case No. SUP -92-04), which approved the public utility provider to operate with outdoor storage on property zoned Residential -Three (R-3) and Residential -One C (R - Administrative Review 2 Case No. SUP -17-02 /Denver Water I Q. In 1994, building permits were obtained for a new structure to be built on the property. In December 1994, a Certificate of Occupancy was issued for the current structure on the site. The SUP applied to Lots 1-11 which, as previously mentioned, has split zoning with Residential -Three (R-3) to the north and Residential -One C (R -1C) to the south. In August 1995, the City and County of Denver, acting through its Board of Water Commissioners (Denver Water), purchased Lots 12 and 13 of the Lakeside Subdivision, also known as 2833 Sheridan Boulevard. These lots are zoned R -1C, and this is the area in which Denver Water currently wishes to expand their operations. City of Wheat Ridge building permit records indicate a demolition permit was obtained for the property in 2010 to demolish a single-family home. The property currently exists as an unimproved gravel lot, and is used for the parking of standard size Denver Water vehicles. The R -1C zone district allows for public utility companies to operate as a use by right if there is no outdoor storage associated with the use. When outdoor storage is proposed, the public utility use requires a Special Use Permit. As noted, Denver Water received a Special Use Permit in 1992 to operate a public utility with outdoor storage. Their current proposal involves expanding their parking lot into the more recently purchased Lots 12 and 13, in order to be able to properly move and store some of their larger vehicles. The expansion of the outdoor storage area triggers the requirement for a Special Use Permit at this time (Exhibit 3, Site Plan). Surrounding Zoning and Land Use The subject property lies on the eastern border of the City of Wheat Ridge. To the east of the subject property is the City of Denver with some commercial uses along 29th Avenue, a private school along Sheridan directly east of the subject property and single-family residential in the periphery. Within the City of Wheat Ridge, the area surrounding the subject property is largely residential, but does retain some small commercial properties (Exhibit 4, Aerial). The surrounding zoning is similar to the subject property, a mix of Residential -One C (R-1 C) and Residential -Three (R-3), with a mix of single-family, duplex, and multi -family land uses present in the area. Along 20 Avenue are pockets of Commercial - One (C-1) zoning. These areas are currently occupied by smaller, neighborhood -oriented commercial and retail uses. Also present, though minimal, in the surrounding area are properties zoned Residential - Two (R-2), Planned Residential Development (PRD), and Planned Hospital Development (PHD) (Exhibit S, Zoning). III. CASE ANALYSIS Denver Water has owned, and likely utilized, this property as a public utility provider since the late 1910s. Additionally, City records indicate Denver Water has operated under a Special Use Permit for a public utility provider with outdoor storage since the early 1990s. The proposed expansion will extend the existing parking lot approximately 50 feet south (Exhibit 6, Site Photos). Due to the 18 -foot elevation change between the property's northern property line along 291h Avenue, and proposed southern property line, a retaining wall will be required along the eastern and southern property lines in order to keep the parking lot as level as possible for the maneuvering and safe parking of larger Denver Water vehicles. At the southern end of the property, the necessary combined wall and fence heights is taller than the maximum allowable six (6) feet. However, the applicant has worked with Staff to ensure there is no height greater than six (6) feet at the property lines. This is achieved by setting back the new wall and fence from the southern property line, and by setting back the new fence from the western property Administrative Review Case No. SUP -17-02 /Denver Water line. There is no proposed expansion of the existing building, but other site improvements will include landscaping and drainage upgrades. IV. CRITERIA FOR REVIEW The Community Development Director shall use the following criteria from Section 26-114 to evaluate each application for a Special Use Permit. The applicant has provided their analysis of the application's compliance with the SUP criteria (Exhibit 7, Letter of Request). Please note, the applicant's original submittal for this Special Use Permit also included a variance request for fence height, and this is reflected in the applicant's letter. After working with Staff through the issue of impacts on surrounding properties, the applicant altered their design to comply with maximum fence heights, and as such there is no longer a need for a variance. Staff provides the following review and analysis of the Special Use Permit criteria. 1. The special use will not have a detrimental effect upon the general health, welfare, safety and convenience of persons residing or working in the neighborhood. The special use will not have a detrimental effect upon the general health, welfare, safety and convenience of persons residing or working in the neighborhood. The special use currently operates on the property, and has done so for many decades. It is Staff's understanding that the applicant has been in contact with any impacted property owners regarding the expansion of the special use adjacent to their properties. Staff received no comments during the public notice period. Staff concludes that the design not only meets the needs of the applicant, but is also conscious of the neighboring residential uses, and respects the minimum setbacks required for any fence/wall heights over 6 feet tall. Staff finds this criterion has been met. 2. The special use will not create or contribute to blight in the neighborhood by virtue of physical or operational characteristics. The special use will not create or contribute to blight in the neighborhood. In fact, the expansion of the use will bring development to a currently vacant and underutilized site. Staff finds this criterion has been met. 3. The special use will not create adverse impacts greater than allowed under existing zoning for the property. The existing zoning for this property and surrounding properties allows for public utility companies to operate as a use by right. The addition of outdoor storage prompts the need for a special use permit. Staff concludes that the impacts of the outdoor storage are minimal on this site, as this storage is intended for oversized vehicles and not for other equipment or materials. The vehicles to be stored in the expanded parking lot area will be licensed and operable and utilized by Denver Water for their operations. These vehicles have been operating on the site for many years, and the applicant has mitigated the incremental impact of operating them 50 feet further south. Staff finds this criterion has been met Administrative Review Case No. SUP -17-02 /Denver Water 4. The special use will not result in undue traffic congestion or traffic hazards, or unsafe parking, loading, service or internal traffic conflicts to the detriment of persons whether on or off the site. The expansion of the property is for the existing crews and equipment on the property. Existing traffic congestion will not worsen due to this expansion. The improvements to the property will help improve existing traffic hazards by eliminating a curb cut from the subject property that currently provides access onto Sheridan Boulevard. This access will be consolidated with an existing curb cut to the north. The proposed parking lot expansion will also help improve internal traffic conflicts, by allowing more room to park and maneuver the existing vehicles. Staff finds this criterion has been met. 5. The property is appropriately designed, including setbacks, heights, parking, bulk, buffering, screening and landscaping, so as to be in harmony and compatible with the character of the surrounding areas and neighborhood, especially with adjacent property owners. The property is appropriately designed. The applicants have been responsive to staff concerns regarding the surrounding residential properties, and they have responded adequately. A 6 -foot landscape buffer with a mix of deciduous and upright junipers will line the southern property line. On the western property line, the fence will be set back. Fence/retaining wall heights will be a maximum of 6 feet tall at the property line, as permitted by the Municipal Code. Any additional height needed for fences/retaining walls will comply with the minimum setback requirements, the same as any structure would (Exhibit 3, Site Plan). Staff finds this criterion has been met. 6. The special use will not overburden the capacities of the existing streets, utilities, parks, schools and other public facilities and services. The special use is not expected to overburden the capacities of the existing streets and utilities. Parks, schools, and other public facilities will not be impacted. Staff finds this criterion has been met. 7. There is a history of compliance by the applicant and/or property owner with Code requirements and prior conditions, if any, regarding the subject property. There is a history of code compliance on the property. Denver Water has operated under a Special Use Permit since the early 1990s, and is requesting a Special Use Permit to extend their operations, in order to remain in compliance with the Municipal Code. Staff finds this criterion has been met. 8. The application is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual. Administrative Review Case No. SUP -17-02 /Denver Water No new structures on the site are proposed. Staff finds this criterion is not applicable. V. AGENCY REFERRAL Wheat Ridge Public Works Department: No comments on the Site Plan. Drainage Letter comments were provided and have already been addressed. Public Works has approved the Drainage Letter (Exhibit 8, Public Works Approval). Wheat Ridge Police Department: No objections. Wheat Ridge Sanitation District: No objections. West Metro Fire Protection District: No objections. Xcel Energy: No objections. Applicant will need to work with Xcel regarding existing electric distribution facilities within the subject facility. Colorado Department of Transportation: No objections. Comments were provided regarding the drainage letter, which have subsequently been addressed and approved by the Public Works Department. Century Link: No objections. VI. PUBLIC NOTICE & ADMINISTRATIVE NOTICING A required neighborhood meeting was held on December 20, 2016. There was one (1) attendee. The neighborhood attendee expressed no concerns with the proposal, and indicated the applicant had been responsive to his questions prior to the neighborhood meeting (Exhibit 9, Neighborhood Meeting). No letters or comments were received from the required 10 -day public noticing period. Pursuant to the requirements of Section 26-114, special use applications can be approved administratively after a ten-day noticing period if no legitimate objections are received. VII. STAFF CONCLUSIONS AND RECOMMENDATION Having found the application for Case No. SUP -17-02 / Denver Water — a Special Use Permit to allow for the expansion of an existing public utility with outside storage onto property zoned Residential -One C (R-1 C) — to be complete and in compliance with the majority of the applicable review criteria, staff recommends APPROVAL of the special use request for the following reasons: 1. The special use will not have a detrimental effect upon the general health, welfare, safety and convenience of persons residing or working in the neighborhood. 2. The special use will not create or contribute to blight in the neighborhood by virtue of physical or operational characteristics. 3. The special use will not create adverse impacts greater than allowed under existing zoning for the property. Administrative Review Case No. SUP -17-02 /Denver Water 4. The special use will not result in undue traffic congestion or traffic hazards, or unsafe parking, loading, service or internal traffic conflicts to the detriment of persons whether on or off the site. 5. The property is appropriately designed including setbacks, heights, buffering, screening and landscaping, so as to be in harmony and compatible with the character of the surrounding areas and neighborhood, especially adjacent properties. 6. There is a history of compliance by the applicant with Code requirements and prior conditions on the subject property. With the following conditions: 1. The operation of the site and the construction of improvements shall be consistent with the application materials and provided exhibits, subject to staff review and approval through review of a building permit. 2. The approval of a public utility use with outdoor storage is granted to the applicant, and may not be inherited. Future expansions may be subject to additional Special Use Permit processes and/or Site Plan Review processes. Administrative Review Case No. SUP -17-02 /Denver Water Boundary of Block 1, Lakeside Re -subdivision. Recorded May 13, 1890. EXHIBIT 1: SITE CHARACTERISTICS I Block 1, Lakeside Resubdivision Lot 30 Lot I. Lot 29 Lot 2 Lot 28 Lot 3 Lot27 Lot4 Lot 18 Lot 26 Lot 5 ML Lot 25 Lot 6 Lot 24 Lot 7 Lot 23 Lot 8 Lot 22 Lot 9 Lot 21 Lot 10 Lot 20 Lot 19 Lot, 11 Lot 12 Lot 18 Lot 13 Lot 17 Lot 14 Lot 16 Lot 15 28TH AVE Administrative Review Case No. SUP -17-02 /Denver Water- �7�r�Ul ry �iC'iit 1d C Geographic Information Systems o a s n mn State Pane CoMtmtne Prafedlw N cohram Central Zone Datum NAD87 8 Original Property, deeded in 1916. Lots 1-11. Proposed area of expansion, deeded in 1995. Lots 12-13. EXHIBIT 2| HISTORIC SITE C HARAC TERISTC S Si Area of \ � , / --9 J7 I - I , O8v :nno8 Nvc,eaHG r av�� 1 BR8IS S]W# -!<z } § 0 .,<Z Administrative Rewe 9 C+ No. SU g&UZDner Wt EXHIBIT 3: SITE PLAN SEE ATTACHED Administrative Review 10 Case No. SUP -17-02 /Denver Water U ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION — SITE PLAN SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO ►+t� a T'c"' ..aM j►• �'R 1 elr" I"!s L2r� z V) W 29TH AVE 1 ' I- ,` ,. PROJECT LOCATION Q .dr... 21 1 "r—,fir W 28TH AVEC m G�I 1� � 1��I� � � �K• WCIN/TY MAP SCALE: V = 100 FT :Ff LEGAL DESCRIPTION: LOTS 1 TO 12, AND THE NORTH 23 1/2 FEET OF LOT 13, BLOCK 1, LAKESIDE BEING A RESUBDIVISION OF BLOCKS ONE TO SEVEN AND NORTH HALF OF BLOCK 8, OF THE ORIGINAL PLATTING OF LAKESIDE, ACCORDING TO RECORDED PLAT THEREOF, COUNTY OF JEFFERSON STATE OF COLORADO. EXCEPT THAT PORTION OF SAID LOT 1 CONVEYED TO THE CITY OF WHEAT RIDGE BY DEED RECORDED APRIL 14TH, 1993 UNDER RECEPTION NO. F0107677, MORE PARTICULARLY DESCRIBED AS; BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 20.00; THENCE NORTHWEST A DISTANCE OF 28.30 FEET MORE OR LESS TO A POINT ON THE NORTH LINE OF SAID LOT 1, LYING 20.00 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST ALONG SAID NORTH LINE A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 0.979 ACRES OR 42,642 SQUARE FEET, MORE OR LESS PARCEL OWNER: CITY AND COUNTY OF DENVER, ACTING BY AND THROUGH ITS BOARD OF WATER COMMISSIONERS BOOK 210, PAGE 181 & RECEPTION NO. F0107677 EXCEPTION PARCEL OWNER: CITY OF WHEAT RIDGE RECEPTION NO. 93056084 AREA 200 SO FT OR 0.004 ACRES 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 IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW.I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THF/�PROVISION,s OF ECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. TIM LAPAN, RLA STATE OF COLORADO) COUNTY OF JEFFERSON) ) S THE �-DAYGOF, A.D. 20 OING MF� BY ENT WAS �N LAKifJGED BEFORE ME THIS �pkiL WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC �,L(P-�.Eo•/,(/ lf YOcariw,a» e.n'�'i wv n�aer SURVEYOR'S CERTIFICATION I, DANIEL J. THOMPSON, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY FOR THE ASHLAND DECENTRALIZATION STATION, PARKING LOT EXTENSION, WAS MADE UNDER MY SUPERVISION AND THE ACCOMPANYING PLAN ACCURATELY AND PROPERLY SHOWS SAID SURVEY. DANIEL J." rPSgN•, P.L.S! #30832 APPROVALS APPROVED OY DATE CITY CERTIFICATION APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE. ATTEST COMMUNITY DEVELOPMENT DIRECTOR ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRANNG 0� i' IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO: 18827 DRAM BY: M/TCHELL CHKO BY: LAPAN/ CHKD BY: M TURNEY1 MPO BY: DATE: OCTOBER 2016 CONTRACT- AS—BUILT DATE: AS—BUILT BY: DRANiNG TITLE COVER SHEET G-1 SHEET 1 OF 10 SHEETS —1% DENVER WATER 1600 West 120, Ave 0m , Coiwo , 80204-3412 T: 303.628.6000 F:303.6285851 6m—tv." ASHLAND DECENTRALIZATION STATION PROJECT DIRECTORY DRAWING INDEX DING NO DWG TITLE OWNER: G-1 COVER SHEET DENVER WATER G-2 PLAT 1600 W 12TH AVE C-1 E)OSTING CONDITIONS & PROPOSED SITE PLAN DENVER, CO 80204 303-628-6000 L-1 LANDSCAPE PLAN L-2 LANDSCAPE PLAN CONTACT: L-3 IRRIGATION PLAN DESIGN PROJECT MANAGER L-4 WALL AND FENCE ELEVATION ON SHERIDAN BLVD TIM LAPAN, RLA E-1 PHOTOMETRIC PLAN 303-628-6329 tim.lopon®den verwoter. org :Ff LEGAL DESCRIPTION: LOTS 1 TO 12, AND THE NORTH 23 1/2 FEET OF LOT 13, BLOCK 1, LAKESIDE BEING A RESUBDIVISION OF BLOCKS ONE TO SEVEN AND NORTH HALF OF BLOCK 8, OF THE ORIGINAL PLATTING OF LAKESIDE, ACCORDING TO RECORDED PLAT THEREOF, COUNTY OF JEFFERSON STATE OF COLORADO. EXCEPT THAT PORTION OF SAID LOT 1 CONVEYED TO THE CITY OF WHEAT RIDGE BY DEED RECORDED APRIL 14TH, 1993 UNDER RECEPTION NO. F0107677, MORE PARTICULARLY DESCRIBED AS; BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 20.00; THENCE NORTHWEST A DISTANCE OF 28.30 FEET MORE OR LESS TO A POINT ON THE NORTH LINE OF SAID LOT 1, LYING 20.00 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST ALONG SAID NORTH LINE A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 0.979 ACRES OR 42,642 SQUARE FEET, MORE OR LESS PARCEL OWNER: CITY AND COUNTY OF DENVER, ACTING BY AND THROUGH ITS BOARD OF WATER COMMISSIONERS BOOK 210, PAGE 181 & RECEPTION NO. F0107677 EXCEPTION PARCEL OWNER: CITY OF WHEAT RIDGE RECEPTION NO. 93056084 AREA 200 SO FT OR 0.004 ACRES 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 IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW.I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THF/�PROVISION,s OF ECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. TIM LAPAN, RLA STATE OF COLORADO) COUNTY OF JEFFERSON) ) S THE �-DAYGOF, A.D. 20 OING MF� BY ENT WAS �N LAKifJGED BEFORE ME THIS �pkiL WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC �,L(P-�.Eo•/,(/ lf YOcariw,a» e.n'�'i wv n�aer SURVEYOR'S CERTIFICATION I, DANIEL J. THOMPSON, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY FOR THE ASHLAND DECENTRALIZATION STATION, PARKING LOT EXTENSION, WAS MADE UNDER MY SUPERVISION AND THE ACCOMPANYING PLAN ACCURATELY AND PROPERLY SHOWS SAID SURVEY. DANIEL J." rPSgN•, P.L.S! #30832 APPROVALS APPROVED OY DATE CITY CERTIFICATION APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE. ATTEST COMMUNITY DEVELOPMENT DIRECTOR ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRANNG 0� i' IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO: 18827 DRAM BY: M/TCHELL CHKO BY: LAPAN/ CHKD BY: M TURNEY1 MPO BY: DATE: OCTOBER 2016 CONTRACT- AS—BUILT DATE: AS—BUILT BY: DRANiNG TITLE COVER SHEET G-1 SHEET 1 OF 10 SHEETS —1% DENVER WATER 1600 West 120, Ave 0m , Coiwo , 80204-3412 T: 303.628.6000 F:303.6285851 6m—tv." ASHLAND DECENTRALIZATION STATION ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION - SITE PLAN SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO N LINE SE 1/4 SEC. 25 CWR IDI 16901 CURRENT CWR DATUM E 1/4 COR. SEC. 25 �a .962537"' N 703208.15, E 126386.15 FOUND 3-1/4" ALUM. CAP LAT 39'45'43.50699' N LS 29421 IN RANGE BOX + PER MONUMENT RECORD 2nn1 Ls za4z 32ND A � � NOTES: I ASHLAND 1. THE PURPOSE OF THIS SURVEY IS T0: (A) RE-ESTABLISH AND MONUMENT THE o 30TH A -- DECENTRALIZATION SATION --5 z J BOUNDARY LINES FOR DENVER WATER'S ASHLAND DECENTRALIZATION STATION. (B) COMBINE THE TWO PARCELS DESCRIBED IN BOOK 210, PAGE 181 AND W 29TH AVE RECEPTION NO. F0107677 INTO ONE PARCEL KNOW AS ASHLAND I� N OLINGER GARDENS �,I W 28TH 28TH A DECENTRALIZATION STATION AVE BLOCK 7, SK 3 PG 30 rN I m W 26TH AVE n I I� GRANTED TO COOT FILE 46, DOCUMENT 3 2. STATUTE OF LIMITATIONS DISCLOSURE REQUIRED PER 13-80-105, C.R.S.: NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT MAY ANY ACTION BASED UPON ANY I BOOK 3, PAGE 30 �. N LINE, S 1�SE 4 SEC, __W29th AVE _ - ._S89'40'58'W 2645.43' (M) (70' R. 0. W..) _ -- V BOOK 104, PAGE 319 7'J i. 5^ 4_ 589'40'58"W I _2 3 C'L' 5 1/16 COR SEC 25 T3S R69W 2003 LS 9655 CENTER SOUTH 1/16 COR FOUND 3-1/2' ALLOY CAP LS 9655 IN MONUMENT BOX PER MONUMENT RECORD CWR IDy 160012 CURRENT CWR DATUM N 701875.31, E 123748.32 LAT 39'45'30.46516" N LONG 105'03'45.52686" W _o �ww a Q "ko m Im 23 2. 21 20 19 m ED N4519'23"W 28.30' (R & M) 20.00 (R & M) POINT OF BEGINNING EXCEPTION PARCEL NORTHEAST CORNER LOT 1 I LICENSE GRANTED TO THE CRY OF MEATRIDGE FILE 191, DOCUMENT 135 SIGNAGE & UTILITIES 9 EASEMENT ORANTED TO MOT - FILE 46, DOCUMENT 3 I� I� N SIDEWALK EASEMENT I� GRANTED TO COOT FILE 46, DOCUMENT 3 M 3 vl N I ASHLAND ole l o n DECENTRALIZATION C` o 0 STATION roi h I z BOOK 210, PAGE 181 REC. & REC. NO. F0107677 " n ul LAKESIDE RESUBDIVISION O o BLOCK 1, BOOK 2 PG 10 z �I I o Iw z 12 2 17 N89'40'58"E 133.00' 1a WHITCHURCH SUBDIVISION BK9PG 12 -8 W28th AVE _6 -e (50' R. 0. W..) I 5 8 BOOK 9, PAGE 12 8 8 ' I CWR ID# 16973 04 wrFAr qq, a CURRENT CWR DATUM SE COR. SEC. 25 N 700571.77, E 126401.27 FOUND 3-1/4" BRASS CAP pg9w R89W LAT 39'45'17.45848" N LS 24949 IN RANGE BOX 5 + S 3t I LONG 105'03'11.64985' W PER MONUMENT RECORD 2008 5 24949 S LINE SE 1/4 SEC. 25 50 0 25 50 100 IINCH = 50 FEET EXCEPTION PARCEL REC. NO. 93056084 - 20.00' (R & M) VICINITY MAP 1 " = 2000' PARCEL OWNER: CITY AND COUNTY OF DENVER, ACTING BY AND THROUGH ITS BOARD OF WATER COMMISSIONERS BOOK 210, PAGE 181 & RECEPTION NO. F0107677 EXCEPTION PARCEL OWNER: CITY OF WHEAT RIDGE RECEPTION NO. 93056084 AREA 200 SO FT OR 0.004 ACRES LEGEND: (R) - RECORD DIMENSION (M) - MEASURED DIMENSION - FOUND ALIQUOT CORNER DESCRIBED HEREON •1 = SET 1' BRASS MONUMENT STAMPED "D.W.D., LS 30832" 02 = SET NO. 5 REBAR W/ 2-1/2' ALUMINUM CAP STAMPED "D.W.D., LS 30832" 3 ;® =FOUND MONUMENT - 3-1/4" BROKEN BRASS CAP STAMPED "DWO' 04 = FOUND MONUMENT - 3-1/4" BRASS CAP STAMPED 'DWD LS 16398, 1989" OFFSET NORTH 2.0' ®5 =FOUND NO. 4 REBAR, BENT 6 ® =FOUND MONUMENT - 3-1/4' BRASS CAP STAMPED "DWD 1940' OFFSET N0619'34'W, 2.01' 07 = FOUND NO. 3 REBAR 8 ® = 1/2' SQUARE PIN 9 ® - FOUND 3/4' SMOOTH METAL BAR = DENVER WATER BOUNDARY LINE - EASEMENT LINE - ALIQUOT LINE - LOT UNE DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3. FIELD WORK FOR THIS SURVEY WAS PERFORMED IN THE FIELD DURING DECEMBER, 2016. 4. ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. 5. BASIS OF BEARING: BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 25, T3S, R69W OF THE 6TH P.M. WITH A BEARING OF NORTH 0019'43" WEST AND IS MONUMENTED AS DEPICTED HEREON. BEARINGS ARE NAD 83/92 COLORADO STATE PLANE CENTRAL ZONE DERIVED FROM GPS METHODS. 6. FLOODPLAIN INFORMATION: THIS PARCEL LIES WITHIN ZONE X. AS SHOWN ON FEMA FIRM PANEL NO. 08059CO218 E WITH AN EFFECTIVE DATE OF JUNE 17, 2003. ZONE X IS DESCRIBED AS: 1.) AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH OF DEPTHS OF LESS THAN 1 FOOT OR DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM ANNUAL CHANGE OF FLOOD. 2.) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 7. RIGHT-OF-WAY MOTHS SHOWN ARE PER RECORD DOCUMENTS. 8. DENVER WATER DOES NOT REQUIRE RIGHT-OF-WAY AND EASEMENTS TO BE SHOWN ON THIS PLAT. LEGAL DESCRIPTION: LOTS 1TO 12, AND THE NORTH 23 1/2 FEET OF LOT 13, BLOCK 1, LAKESIDE BEING A RESUBDIVISION OF BLOCKS ONE TO SEVEN AND NORTH HALF OF BLOCK 8, OF THE ORIGINAL PUTTING OF LAKESIDE, ACCORDING TO RECORDED PLAT THEREOF, COUNTY OF JEFFERSON STATE OF COLORADO. EXCEPT THAT PORTION OF SAID LOT 1 CONVEYED TO THE CITY OF WHEAT RIDGE BY DEED RECORDED APRIL 14TH, 1993 UNDER RECEPTION NO. F0107677, MORE PARTICULARLY DESCRIBED AS; BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH ALONG THE EAST UNE OF SAID LOT 1, A DISTANCE OF 20.00; THENCE NORTHWEST A DISTANCE OF 28.30 FEET MORE OR LESS TO A POINT ON THE NORTH LINE OF SAID LOT 1, LYING 20.00 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST ALONG SAID NORTH LINE A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 0.979 ACRES OR 42,642 SQUARE FEET, MORE OR LESS SURVEYOR'S CERTIFICATION: THIS IS TO CERTIFY THAT I, DANIEL J. THOMPSON WAS IN RESPONSIBLE CHARGE OF THE SURVEY WORK DESCRIBED ON THIS PLAT; AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THE INFORMATION PRESENTED HEREIN IS TRUE AND CORRECT; AND THAT THIS PLAT COMPLIES WITH THE CURRENT COLORADO REVISED STATUTES. pPPao REG,S ie U ppa $ '30832 = o 3Y S °M4L LAS PLAT DEPOSITCERTIFICATION: (Required per 38-51-107, CRS -1997) Deposited this_ day of _ 20 -at .M., for information only In book ___ of the County Surveyor's Land Surveys/Right-of-Way Surveys at Page Reception Number Signed Dept. ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1' IF NOT ONE INCH ON THIS SHEET. ADJUST SCALES ACCORDINGLY PT No: 18827 DRAWN BY: MITCHELL CHIC) BY: LAPAN/ CHKD BY: M 7URNEY/ APPO BY DATE: OCTOBER 2016 CONTRACT: AS -BUILT DATE: AS -BUILT Br. DRAWING TITLE PLAT G-2 ED DENVER WATER 1600 Went 12th Ave Denver, G ,vf 80204-3412 7:303.628.6000 F: 303.628.6851 denwreo1er.a9 ASHLAND DECENTRALIZATION STATION rrrr _ 6' CEDAR STOCKADE FENCE RETAINING WALL — PWR P i RETAINING WALL — STARTS AT GRADE AND INCREASES TO 5' TO THE SOUTH RETAINING WALL LIGHTS (TYP OF 5) ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION - SITE PLAN SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 54031 I 5403 _' , W 29TH AVE o-� W 29TH AVE '58"W 11 . o" R & M - F- - L_:� S8 11 0' R &_M) - - I D-� ` s�� E/ p �----_ 16' CHAIN LINK I FENCE &GATE /' SPLIT RAIL FENCE N45.19'23"W I El -- o N45.19'23"W 28.30' (R & M) 1 i ----- y�-- s4g3.- 28.30' (R & M) J 1 I I % ; --I' Sal. I x 5402 -------------- EXIST -- ------- -I- 5.102. - _ _ .` - /, --� EXIST LIVING --_-- /, ' LANDSCAPE I 6' VI 111111 VINYL WOOD CHAIN LINK 1 N ____, -__Sao,-13,543 SF FENCE ON CONIC WALL I L �T _ � I1 — I 5401_ u I y - — �___ \\ �1 _�` CONC RETAINING WALL 5 `S h \-5400,— I \ I / N__ _ _ i I SEE L-1 IPARKING STALL PAINT STRIPE (TYP) I 3s9 k_ CONIC APRON - J98 03 m I OpjP I \ " JJ Z \ Z Q S'gs Q I J-1, ECENTRALIZATION%ECENTRALIZATION wEXIST BOLLARDS (TYP)STA 13 N =' STA`=`I O 5'ss, I ASPHALT �I O to I- N PARKING LOT C7 N N •��I M . I I OVERLAY 11,_, 1 . S 6' VINYL WOOD CHAIN LINK FENCE � la ., 77 Lq 53s S 17 ' S 0 6 O 'ASPHALT - ? PA/RKING LOT V11".1,1C PARKING LOOTT— 6' CEDAR STOCKADE - FENCE a GRAVEL PARKING LOT 6' CHAIN LINK FENCE & GATE X1 1 \ SO `6' CHAIN LINK FENCE MODULAR BLOCK RETAINING WALL 1 iDW "589.40'58"E 133.00' (R & M)- BRICK HOUSE 6' CEDAR STOCKADE FENCE 444 EXISTING C'bNDITIONS PLAN SCALE: 1" = 20' Cl: 1 FOOT 11 �J 6' VINYL WOOD CHAIN LINK FENCE 5jg3/ ASPHALT PVMT J =SEGMENTAL RETAINING WALL / TIE TO EXIST WALL 0 N N 5.00' SEGMENTAL RETAINING WALL A I 1 1 6' VINYL WOOD CHAIN LINK FENCE - STRM INLETk 0 0 0 o n "•;I DW R 76' N89.40'58"E 133.00' (R & M)-- v �ijl VINYL WOOD CHAIN LINK FENCE PROPOSED Sl TE PLAN SCALE: 1" = 20' Cl: 1 FOOT Ii4. I SEE L-2 ;ALV CHAIN LINK FENCE I TE 1 \off I I g0 0l \ d \\mss ` CONIC PAN SIDEWALK CHASE"I sus 9 I I 'S� \\sem I LIVING LANDSCAPE, 14,739 SF ,�6 1 EXTEND SIDEWALK TO EXIST DRIVEWAY ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING0�1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO: 18827 DRAWN BY: MITCHELL CHKD BY: LAPANI CHKD BY: M TURNEYI AFRO BY: DATE: OCTOBER 2016 CONTRACT: AS -BUILT DATE: AS -BUILT BY: DRAWING TITLE EXISTING CONDITIONS & PROPOSED SITE PLAN C-1 DENVER WATER 1600 Wast 12th A- D.—, Colorado 60204-3412 T. 303.628.6000 F: 303.628.6651 Benverwaler.org ASHLAND DECENTRALIZATION STATION ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION - SITE PLAN SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 9' -6 - FL 6,-6" 5-6" STL (FENCE POST 0 5t'-0" MAX SPA �I 6 � i MATCH LINE — SEE L-2 LANDSCAPE PLAN SCALE: 1" = 10' o ` ASHLAND \ DECENTRALIZATION \ STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN 1 I I �I O �I > J m 3 I i Q Of O o 0 Ld L x VERIFY SCALES t BAR IS ONE INCH ON ORIGINAL DRAWING I 0�1' IF NOT ONE INCH ON THIS SHEET. ADJUST SCALES ACCORDINGLY PT NO: 16827 DRAWN BY: MITCHELL IW CHKo BY: LAPAN/ 1 0_ N CHKD BY: M TURNEY/ J O I I APP. BY: DATE: OCTOBER 2016 CONTRACT: AS—BUILT DATE: AS—BUILT BY: DRANANG TITLE �I I�I LANDSCAPE PLAN 0 L-1 I 15T DENVER WATER ^ 1600 West 12th Ave Denver. CoI,,odo 80204-3412 T. 303.628.60DO F: 303.628.6851 Eenwrwat.... g I ASHLAND DECENTRALIZATION STATION SITE DATA TABLE #4 EF ADDL 0 TOW #4016" OWL W/ STD HOOK EF •• \• \\�J rn #4016" CONT EF ' I • i 301 > o CJ PREPARED PER 6,455 SF 6,455 SF 6" AGGR I SPEC 03 30 00 " •I• 14,374 SF BASE COURSE 7,980 SF 7,074 SF " . #4016"IL 6,086 SF 0 SF OPEN SPACE/ LANDSCAPING 13,543 SF 14,739 SF ' 4-#40 EO SPA 35-CAR/O TRUCK & TRAILER 28-CAR/6 TRUCK & TRAILER 1'-0 ASPHALT OVERLAY ��/ 2'-0" 6 SEC77ONN ` `O SCALE: 1" = 1' THIS DWG MATCH LINE — SEE L-2 LANDSCAPE PLAN SCALE: 1" = 10' o ` ASHLAND \ DECENTRALIZATION \ STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN 1 I I �I O �I > J m 3 I i Q Of O o 0 Ld L x VERIFY SCALES t BAR IS ONE INCH ON ORIGINAL DRAWING I 0�1' IF NOT ONE INCH ON THIS SHEET. ADJUST SCALES ACCORDINGLY PT NO: 16827 DRAWN BY: MITCHELL IW CHKo BY: LAPAN/ 1 0_ N CHKD BY: M TURNEY/ J O I I APP. BY: DATE: OCTOBER 2016 CONTRACT: AS—BUILT DATE: AS—BUILT BY: DRANANG TITLE �I I�I LANDSCAPE PLAN 0 L-1 I 15T DENVER WATER ^ 1600 West 12th Ave Denver. CoI,,odo 80204-3412 T. 303.628.60DO F: 303.628.6851 Eenwrwat.... g I ASHLAND DECENTRALIZATION STATION SITE DATA TABLE DESCRIPTION EXISITNG PROPOSED AREA OF PROPERTY 42,642 SF 42,642 SF BUILDING COVERAGE 6,455 SF 6,455 SF CONCRETE 8,578 SF 14,374 SF ASPHALT 7,980 SF 7,074 SF GRAVEL 6,086 SF 0 SF OPEN SPACE/ LANDSCAPING 13,543 SF 14,739 SF PARKING SPACES 35-CAR/O TRUCK & TRAILER 28-CAR/6 TRUCK & TRAILER MATCH LINE — SEE L-2 LANDSCAPE PLAN SCALE: 1" = 10' o ` ASHLAND \ DECENTRALIZATION \ STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN 1 I I �I O �I > J m 3 I i Q Of O o 0 Ld L x VERIFY SCALES t BAR IS ONE INCH ON ORIGINAL DRAWING I 0�1' IF NOT ONE INCH ON THIS SHEET. ADJUST SCALES ACCORDINGLY PT NO: 16827 DRAWN BY: MITCHELL IW CHKo BY: LAPAN/ 1 0_ N CHKD BY: M TURNEY/ J O I I APP. BY: DATE: OCTOBER 2016 CONTRACT: AS—BUILT DATE: AS—BUILT BY: DRANANG TITLE �I I�I LANDSCAPE PLAN 0 L-1 I 15T DENVER WATER ^ 1600 West 12th Ave Denver. CoI,,odo 80204-3412 T. 303.628.60DO F: 303.628.6851 Eenwrwat.... g I ASHLAND DECENTRALIZATION STATION SEGMENTAL RETAINING WALL ARIES 'EE L-1 ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION - SITE PLAN SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO VARIES CAP UNIT ADHERE TO TOP UNIT W/ N CONC ADH o I— sa 11 EdII=III- ° ° A I I h III—III—I s III III—III-\ 4 11111 I I EARTHEN FILLNOTE: UNDISTURBED SOIL SEE PLAN FOR OFFSET DIMENSION. AGG BASE SOIL —_ _I IIS —` —APPRO% EXCAVATION LINE -1 - I -I I , �, , , I EARTHEN FILL DR AGGR 4"0 (MIN) FLEXIBLE DR PIPE W/ SOCK WRAP 7CLASS 6 ROADBASE COMPACTED AGG BASE LEVELING PAD 6" THK MIN SECTION SCALE: 1" = 1' THIS DWG PLANT MATERIAL LIST DECIDUOUS TREES SCIENTIFIC NAME COMMON NAME CODE PLANTING SIZE QUANTITY I SYMBOL I SCIENTIFIC NAME ICOMMON NAME ICODE I PLANTING SIZE 9 1 (D I Malus 'Red Barron' IRED BARRON CRABAPPLE IRBC 2" CALIPER EVERGREENS GFS 5 GALLON QUANTITY I SYMBOL SCIENTIFIC NAME ICOMMON NAME ICODE PLANTING SIZE 8 1 0 Juniperus scopulorum 'Cologreen' COLOGREEN JUNIPER JCGJ 8'-10' B&B GRASSES QUANTITY JSYMBOL SCIENTIFIC NAME COMMON NAME ICODE I PLANTING SIZE 13 Calamagrostis acutiflora 'Karl Foerster' IFEATHER REED GRASS JKFG 15 GALLON SHRIIRS QUANTITY SYMBOL SCIENTIFIC NAME COMMON NAME CODE PLANTING SIZE 2 O Rhus aromatica "Gro—Low' DWARF FRAGRANT SUMAC DFS 5 GALLON 11 O Rosa rugosa IRUGOSA ROSE RGR 5 GALLON 12 Q Spiraea japonica 'Goldflame' I GOLDFLAME SPIREA GFS 5 GALLON LANDSCAPE PLAN` SCALE: 1" = 10' 1. TREES AND SHRUBS BEDS — 1162 SQUARE FEET. 2. SOD — 725 SF ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWNG 0�1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT No: 18827 DRAWN BY: MITCHELL CHKD BY: LAPANI CHKD BY: M TURNEY1 APED BY: DATE: OCTOBER 2016 CONTRACT: AS—BUILT DATE: AS—BUILT BY: DRAWING TITLE LANDSCAPE PLAN L-2 ED DENVER WATER 1600 West 12th Ave Denier, Colorado 80204-3412 7:303.628.6000 F: 303.628.6851 1_ _ter.org ASHLAND DECENTRALIZATION STATION ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION - SITE PLAN SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO IRRIGATION LIST PIPF QUANTITY (APPROX FT) SYMBOL PIPE 30 1-1/2 100 PSI POLYETHYLENE PIPE 105 1-1/4" 100 PSI POLYETHYLENE PIPE 70 1" 100 PSI POLYETHYLENE PIPE 330 3/4" 100 PSI POLYETHYLENE PIPE 32 1-1/4° CLASS 2O0BE PVC MAINLINE 25 6" SCHEDULE 80 PVC SLEEVE HFAIIS QUANTITY SYMBOL SPRINKLER TYPE 13 e O RAINBIRD RD-12-S-P3O-MPR NOZZLE 28 e O RAINBIRD RD-06-S-P3O-MPR NOZZLE 34 ♦ FIXER RISER W/ SERIES 1402-.5 NOZZLE EQUIPMENT QUANTITY SYMBOL EQUIPMENT 3 0 CONTROL VALVE 1 E PLUG 1 (DI DRAIN VALVE IRRIGATION PLAN SCALE: 1" = 10' ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING Oji IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO: 18827 DRAWN BY: MITCHELL CHKD BY: LAPAN/ CHKD BY: M TURNEY/ APPD BY: DATE: OCTOBER 2016 CONTRACT: AS—BUILT DATE: AS—BUILT BY: DRAWING TITLE IRRIGATION PLAN L-3 ED DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denvarwafer.org ASHLAND DECENTRALIZATION STATION ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION — SITE PLAN SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO r01 , w 6 GALVANIZED CHAIN LINK FENCE /-6' VINYL WOOD CHAIN LINK FENCE OWLe• �. :• Y LL� _ Iy r r -i T, i ._L t I T.i.� - i T 1 _ 1►\ STORM WATER PIPE TO DRAIN TO CONCRETE DRAINAGE PAN TO SIDEWALK CHASE °i 6, _ SEGMENTAL RETAINING WALL LANDSCAPE BUFFER ELEVATION SCALE: lot _ 5; HORIZ L-2 1 = 5 VERT ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN VERIFY SCALES BAR IS ONE INCH ON MQNAL DRANTNG IF NOT ONE INCH DN THIS SHEET, ADJJST SCALES ACCORMGLY PT No,. 18827 DRAW Br. MITCHELL ONND BY: LAPAN/ CWD BY: M TURNEY/ All. BY DATE: OCTOBER 2016 CONTRACT: AS -BMT DATE AS -BURT BY: DRANING TITLE WALL AND FENCE ELEVATION ON SHERIDAN BLVD L-4 EDDENVER WATER 1600 A'eat 12th Are Dmver, CafleEO 80204-3412 T:303. 628.6000 f:303.62EL6851 Aenwraola.ag ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION - SITE PLAN SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO b.0 r S/ TE PLAN SCALE: 1" = 20' E-1 MANUFACTURE !'. LAMP Mtll NL TYPE VOLTAGE WATTS DESCPoPr10N I BALLAST LENS ---_-- -- - b.� b.2 ----- MOUNTING NOTES MrG NOT b.2 3 b.2 b NAME SERIES NUMBER QUANTITY TYPE dee filet b.p b.a 1600 West 12th Ave b.5 5 b.5 b XCEL ENERGY TO ENSURE PROPER CLEARANCES. DemeF. CClar 80204-3412 LED SITE LIGHTING FUTURE WTI6'TAPERED - ACRYLIC GENERALE EVOLVE SERIES LED 120/277 VAC 0-DI-BLCK - LED POLE MOUNTED - 15 7:307.626.6000 F:301 228.8m9 ALUMINUM BLACK b. 9 b.8 --- �YIM I ASHLAND b. +1.6 1.8 1.1 b I DECENTRALIZATION STATION PARKING $. +5.7 S.5 1.8 t i ' I LOT EXTENSION +3.8 +5.3 11.4 i. I It. WHEAT RIDGE SITE PLAN b. 5 +4.1 +4.1 i1.6 it I I b. .0 S.5 +3.1 +1.9 +3. L I b. I .p +1.8 {S.1 4.3 4.9 a3.6 b.t .j1 +3.4 +3.6 ti.0 ti.0 I b.©I1.5 +4.6 +4.9 ti.2 ti.3 'i.0 I b.6 +4.7 +4.9 3.3 ti.7 ti.0 i $.�7 +4.6 ti.3 b.7 ti.3 lQE $.Q5 +4.3 +4.4 +4.9 b.3 +4.5 b.q +5.1 +3.3 3.7 4.7 +4.1 b.� +1.8 +3.1 +3.6 +4.6 +4.0 b.d +5.8 +3.8 +4.3 +4.9 +4.2 t 1 +4.1 +4.9 +4.8 +4.2 .2 b.Q 4.2 +4.1 +4.1 +4.5 tj t9 1 +4.2 +4.3 +3.0 +1.8 VERIFY SCALES too 1 +5.4 +1.8 +f.3 1.9 1.5 b.9 b.4 .2 b.1 b.o b.o b.0 I b.q +1.7 +1.2 i.9 1.5 i.0 b.6 b.3 .2 b.1 0 I BAR IS ONE INCH ON ORIGINAL DRAWING oar b.d +S.5 +1.7 i.8 1.2 b.7 b.4 b.3 , b.1 ti b.0 $ 0 I IF NOT ONE INCH ON THIS SNEET. ADJUST SCALES ACCORDINGLY I b.d 3.6 +3.6 +1.1 i.2 b.7 b.4 b.3 .2 b.t PT NO: 18827 DRAWN BY: ORTEGA CHKD BY: KEITH/ b.4 +5.8 15.1 +1.1 1.2 $.7 $.5 t).4 .3 $.2 b. b.1 $.1 CHKD By. KIEL WTZ b.ql +19 +3.5 +1.0 1.3 $.9 b.7 b.6 �.5 $.4 $. b.3 13.2 I1 APPO BY: b.1 +5.1 +1.4 i.9 1.6 3 .3 1.1 1.1 b.9 1 b.5 b.3 b. +2.9 $.B +.3 1.8 i.6 1.6 1- �O .0 1.7 $.7 b.4 I DATE: OCTOBER 2016 CONTRACT: AS -BUILT DATE: b. 19 +5.3 +5.5 +3.2 +1.0 i.8 +1.5 +5.4 .9 +3.2 1 5 $.9 b.5 I AS -BUILT BY: DRANING TITLE b. b.of 9 -.6 i.9 i 6 -tb +1. .6 17 t.3 b.8 6.o b.4 -$.>Y . PHOTOMETRIC PLAN r S/ TE PLAN SCALE: 1" = 20' E-1 MANUFACTURE !'. LAMP Mtll NL TYPE VOLTAGE WATTS DESCPoPr10N I BALLAST LENS ---_-- -- - ----- MOUNTING NOTES MrG NOT NOTE: ED DENVER WATER NAME SERIES NUMBER QUANTITY TYPE dee filet STREET LIGHT CONDUCTORS SPAN PARKING LOT. COORDINATE WITH 1600 West 12th Ave 'EALP-G-AF-7-50-14- XCEL ENERGY TO ENSURE PROPER CLEARANCES. DemeF. CClar 80204-3412 LED SITE LIGHTING FUTURE WTI6'TAPERED - ACRYLIC GENERALE EVOLVE SERIES LED 120/277 VAC 0-DI-BLCK - LED POLE MOUNTED - 15 7:307.626.6000 F:301 228.8m9 ALUMINUM BLACK �YIM ASHLAND DECENTRALIZATION STA11ON EXHIBIT 4: AERIAL fl City of Wheat�dge Geographic 1 ' + ~ Information Systems° ` Legend lip. j ®Subject Property Fr -- - ----29TH AVE -- i t e �.• DENVER - w,. r ' ►. t� IF , !� _ _ 1 a.•k I A F, 28TH AVE -- rwi ' State Plane Coordinate Projection N t r Cobna do Central Zone Datum- NAD83 N Administrative Review I 1 Case No. SUP -17-02 /Denver Water EXHIBIT 5: ZONING MAP %of W heat R�ge Geographic Information Systems a. "m Legend Subject Property Displayed Zone Districts Residential -One C (R-1 C) Residential -Two (R -2) N W Residential -Three (R-3) Q Commercial -One (C-1) Planned Hospital 1 District (PHD) 29TH AVE -- t k ti r ` p.l.� • r k w 28TH AVE LU r , U r � �: �,' I � � rrnruanauruaua��aaa DENVER EDGEWATER >� Administrative Review 12 Case No. SUP -17-02 /Denver Water 1 t . rte' Sate Plane Coordinate Projection N Colorado Central Zone I� Datum NAD83 N EDGEWATER >� Administrative Review 12 Case No. SUP -17-02 /Denver Water EXHIBIT 6: SITE PHOTOS -VW 1.V t Existing property line looking south along Sheridan Boulevard. The existing structure is located behind the foliage to the right. w Ahw PW i Existing southern property line. The white truck to the right is currently parked on the vacant lot Denver Water purchased and would like to expand into. Administrative Review 13 Case No. SUP -17-02 /Denver Water View of the subject property from the east side of Sheridan Boulevard. Moving left to right: the existing single-family home, vacant lot proposed for expansion with two visible trucks currently parked, and the existing Denver Ashland Decentralization facility. Owt Administrative Review 14 Case No. SUP -17-02 /Denver Water � � ' � � 3. it `. �, � •^.''r W.��..W_--- View of the existing entry/exit to Sheridan Boulevard. This access will remain, while the existing access at 2833 Sheridan will close and be combined with this access point. Administrative Review 15 Case No. SUP -17-02 /Denver Water EXHIBIT 7: LETTER OF REQUEST 1600 West 12th Ave 'D DENVER WATER Denver,CO 80204-3412 303 62886.6000 denverwater.org Meredith Reckert Senior Planner City of Wheat Ridge Community Development 7500 W. 291h Avenue Wheat Ridge, CO 80033 RE: SUP and Variance Request and Application Denver Water owns and operates our Decentralization Station at 5260 W. 29th Ave., Wheat Ridge, CO 80214. We currently stage 3 service crews out of this facility which encompasses tandem dump trucks, backhoes with trailers, shoring trailers and a variety of equipment needed to respond to main breaks or service related issues in a quick and efficient manner. Denver Water purchased the property to the south (2833 Sheridan Blvd.) to house much of this equipment. Due to the 4-5 foot grade differential between lots, access to the lot is compromised by a physical modular block retaining wall and difficult to maneuver equipment as needed. Denver Water is requesting permission to extend the retaining wall to the south at a point 6 —feet from the south lot property line. A landscape buffer will be provided to help mitigate impacts to the neighbors. With the retaining wall in place at the new location the existing parking lot can be extended at equal grade to provide one larger more usable space. The new retaining wall height is driven by the requirements for underground detention of stormwater flows. It is our intent to use a vinyl coated privacy slat chain link fence to screen daily activities and equipment from neighbors and the public passing along Sheridan. On the west side of the lot, this retaining wall will tie in to the existing wall on the west perimeter. The existing cedar stockade fence will be removed and replaced with the new privacy fence. At Bill Haven's property to the northwest of the site, we have agreed to replace his failing timber retaining wall that is on the property line with a new concrete wall that will be constructed on our property. All of the improvements affect neighbors in a positive manner and Denver Water is committed to good public relations. Variance Review Criteria 1. Operations at the facility will greatly benefit from the improvements. Existing conditions of the grade differential between lots is creating the hardship. 2. The essential character of the location will be upgraded aesthetically by the use of additional landscape buffers, planting beds and architectural retaining wall and fence structures. Administrative Review 16 Case No. SUP -17-02 /Denver Water ED DENVER WATER 1600 West 12th Ave Denver, CO 80204-3412 303 628 6000 denverwater org 3. This project is currently being estimated at an $800,000 investment into the facility. 4. The topography of the sites presents significant issues with usable space while meeting stormwater requirements. 5. The hardship is specific to existing grades and differentials. 6. No increase in daily activities will occur at the site. Impacts to adjacent properties have been minimized by creating landscape buffers and protecting existing trees at the perimeter of the site. Overall it will be an improvement visually to the area. 7. The failing timber wall currently exists on the property line. Replacing it with a concrete wall will protect both sites from further degradation and risk to the users of the sites. 8. By putting the parking lot at one level any disabled person could easily navigate the site. 9. All City of Wheat Ridge standards have been followed where physically possible given the constraints of the site. Special Use Permit Criteria 1. Denver Water has an existing Special Use Permit. We would be extending it to the southern property. There is no detrimental effect from extending the parking lot. 2. Operations at the facility will remain unchanged. Impacts will be decreased with the use of privacy fencing and landscape buffers. 3. Same as #2 4. Same as #2 5. The additional parking will relieve on -street parking by employees. The use of landscape buffers, privacy fencing and frontage landscaping will all contribute to a more pleasing integration with the neighborhood. 6. Same As #2 7. Denver Water has always been a good neighbor and addressed any concern for adjacent property owners. 8. All City of Wheat Ridge standards have been followed where physically possible given the constraints of the site. Administrative Review 17 Case No. SUP -17-02 /Denver Water EXHIBIT 8: NEIGHBORHOOD MEETING City of UW heat �%e BI IC WORKS Memorandum TO: Zack Wallace, Planning Technician FROM: Dave Brossman, Development Review Engineer DATE: May 13, 2017 SUBJECT: SUP -17-02 and WA -17-021 Denver Water — 5260 W. 29th Avenue I have completed my second review for the request for approval of a Special Use Permit and variance at 5260 W. 29th Avenue in order to expand the existing use of the property onto the adjacent property zoned Residential -One C (R-1 C), received on April 24, 2017, and I have the following comments: Site Plan 1. Public Works has no comments at this time regarding the Site Plan Drainage Letter 1. All previous comments have been addressed; the Drainage Letter is hereby approved by PW. Administrative Review 18 Case No. SUP -17-02 /Denver Water EXHIBIT 9: NEIGHBORHOOD MEETING NEIGHBORHOOD MEETING NOTES Meeting Date: Attending Staff: Location of Meeting: Property Address: Property Owner(s): Property Owner(s) Present? Applicant: Applicant Present? Existing Zoning: Existing Comp. Plan: December 20, 2016 Lisa Ritchie, Planner II Wheat Ridge Municipal Building Second Floor Conference Room 7500 W. 29th Avenue Wheat Ridge, CO 80033 5260 W. 29th Avenue and 2833 Sheridan Blvd Denver Water Yes Denver Water Yes Residential -One C (R -1C) and Residential -Three (R-3) Neighborhood Buffer Area Existing Site Conditions: The site is located at the southwest corner of Sheridan Blvd and W. 291h Avenue. A Special Use Permit (SUP -92-04) was approved in 1992 to allow the construction of the existing public utility building with outside storage. The 6,468 square foot building is oriented toward Sheridan Blvd, with an existing parking lot that wraps the building to the south and west, with gated access off of both Sheridan Blvd and 29th Avenue. The applicant owns the property at the corner, which is 36,433 sq ft in size. They also own the property immediately to the south, which is unimproved and currently being used as an overflow parking lot. This property to the south consists of two lots which total 6,427 sq ft and fronts Sheridan Blvd. The applicant purchased this property in 1995 and it was not included in the original SUP. The northern two-thirds of the northern property is zoned Residential -Three (R-3), with the remainder zoned Residential -One C (R -1C). The southern property is also zoned R -1C. Surrounding properties include a variety of land uses. To the west are properties zoned Commercial -One (C-1), with a commercial building that fronts 29th Avenue and a residential structure that contains an office use on Ames St. South of these properties zoned C-1 on Ames St are properties zoned R-1 C that contain single family homes. To the south along Sheridan Blvd are properties zoned R -1C with additional Administrative Review 19 Case No. SUP -17-02 / Denver Water single family homes. North of 29th Avenue, along Sheridan Blvd, are properties zoned C-1 which contain a mix of uses. Sheridan Blvd is the border between Wheat Ridge and the City and County of Denver. The northern subject property has roughly 275 feet of street frontage along Sheridan Blvd and roughly 130 feet of street frontage along 29th Avenue. The southern subject property has roughly 50 feet of frontage along Sheridan Blvd. Applicant/Owner Preliminary Proposal: The applicant desires to expand their existing parking lot into the southern property to allow onsite parking of their large utility vehicles and equipment. These vehicles are currently parked on the southern property, however due to grade changes and separate access, this configuration is not efficient for Denver Water's operations at this facility. The applicant's plans provided for the pre -application meeting include elevating the southern lot and reconstructing the existing retaining wall so the existing parking lot can be extended to the south at the same grade. The existing fence that is on top of the existing retaining wall would be replaced. This new wall and fence location is proposed to be within roughly 5-8 feet of the south property line and would likely cause the removal of the existing large trees. The existing facility houses three transmission crews and associated equipment. It employs approximately 30 people. The proposed parking area will accommodate the larger tandem trucks, trailers, backhoes and other equipment. The applicant is not proposing to expand the scope of their operations on site by adding any additional crews, but would expand the footprint of the parking lot to make efficiency improvements for work already occurring. The following is a summary of the neighborhood meeting: • There was one neighbor in attendance, the property owner of 2890 Ames Street • Staff explained the reason for the Special Use Permit, and the process that could be forthcoming for the application. • The applicants, Denver Water, explained their proposal to expand the parking area and replace the existing fencing along the property lines. • The neighborhood attendee expressed no concerns with the proposal. He indicated that the applicant has been responsive to his questions prior to the neighborhood meeting, and that he is willing to work with Denver Water with regards to impacts on his property from the proposed construction. Administrative Review 20 Case No. SUP -17-02 /Denver Water December 20, 2016 — 6 PM Neighborhood Meeting 5260 W. 29th Avenue and 2833 Sheridan Blvd Special Use Permit, Denver Water field office improvements PLEASE PRINT Name Address 2. 3. 4. 5. 6. Administrative Review 21 Case No. SUP -17-02 /Denver Water City of ?'Wheat P,jdge ..LJNiTy DEVELOPMENT City of Wheat Ridge Municipal Building 303.235.2857 May 10, 2017 Dear Property Owner: 7500 W. 29`h Ave. Wheat Ridge, CO LETTER NOTICE 80033-8001 P: 303.235.2846 F: This is to inform you of Case No. SUP -17-02, a request for approval of a special use permit to extend the business further south on the property located at 5260 West 291h Avenue. Denver Water is proposing to extend the parking area at the existing Ashland Decentralization Station further south by approximately 50 feet. The proposed area of expansion is zoned Residential -One C (R-1 C), which does allow for public utility buildings. The expansion will allow Denver Water the ability to park its trucks and other work related vehicles on the area into which they are expanding. This is considered outside storage, and prompts the need for a special use pen -nit. A special use is a land use that may or may not be compatible with the surrounding neighborhood and therefore requires additional review. Approval of a special use is dependent on compatibility with surrounding uses, design of the property, and operation and management of the use. Please see the attached image on the back of this page for a map demonstrating the area of expansion. Pursuant to Section 26-114 of the City Code, a special use permit (SUP) can be reviewed and approved by the Community Development Director without the need for a public hearing. You are receiving this letter because prior to any approval of an SUP, all adjacent property owners are required to be notified of the request by mail. If you have any questions about this request, please contact the Planning Division at 303-235- 2846. If you would like to submit comments concerning this request, please do so in writing by 5:00 p.m. on Friday, May 19, 2017. Thank you. www.ci.wheatridge.co.us W heat j IC 4C- 1 Geographic i Information Systems W. 29TH AVE Subject Property Do a ■ yn ! •� r� Existing fence/wall aI^ . to be replaced. d T' DENVER z W - i 1 New fence/wall. Maximum Area of proposed expansion. of b feet tall at property line. ""'" F ' Additional height will meet minimum setback requirements. , f s'tm. acne Coarmna.% argegbo N I Cobraw Cenral zone OaWM: W83 1 F III rww.«+w www.ci.wheatridge.coms BROZOVICH STEPHANIE H BROZOVICH ARCHDIOCESE OF DENVER RUSSELL D II GOLDBERG RANDI S 1300 S STEELE ST 2830 AMES ST 2249 GLENARM PL DENVER CO 80210 WHEAT RIDGE CO 80214 DENVER CO 80205 HAVENS WILLIAM M HAVENS JANIS A 3035 UPHAM CT WHEAT RIDGE CO 80033 LUCERO DANIEL P 2838 AMES ST WHEAT RIDGE CO 80214 LAUPER,STEWART 5138 W 29TH AVE DENVER CO 80212 MIRICH DAVID G MIRICH JOHN J 2224 HOOKER ST DENVER CO 80211 SOSA JOSE ORONA CESAR YOUNG TODD A YOUNG ERIKA E 2829 SHERIDAN BLVD 2901 SHERIDAN BLVD WHEAT RIDGE CO 80214 WHEAT RIDGE CO 80214 LINSTROM JACOB A 3041 PONTIAC ST DENVER CO 80207 RICHARDS KEITH A 5253 W 29TH AVE WHEAT RIDGE CO 80214 City of Wheat j idge COMMUNITY DEVELOPMENT Memorandum TO: Case file for Case WA -17-02 / Denver Water FROM: Zack Wallace Mendez, Planner II DATE: March 26-2018 SUBJECT: Variance Request Following the first round of review comments, Staff worked with the applicant to modify their design. The modified design eliminated the need for a variance, and thus Case No. WA -17-02 was withdrawn in early May 2017, as the Site Plan and Special Use Permit continued to be processed (Case No. SUP -17-02). City of W heat ic% COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. April 26, 2017 Denver Water Attn: Tim LaPan 1600 W. 12th Avenue Denver, CO 80204 Re: SUP -17-02 and WA -17-02 — 1St Review Dear Mr. LaPan: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to your application for approval of a special use permit and fence height variance for property located at 5260 W. 29th Avenue. I have reviewed the first submittal and have the following comments. Please provide responses to the following items on your follow up submittal. Special Use Permit No comments. Variance 1. The combined wall and fence height along the west property line reaches a height of approximately 12 feet. Because the maximum fence/wall height is 6 feet, the extent of this variance would automatically require a City Council hearing, and it would be difficult for Staff to support such a variance. This was alluded to in the pre -application notes, when Staff noted the 12 -foot design should be reconsidered, as the variance criteria would likely not support the request. While we recognize alterations were made along the southern property line including a setback and landscape buffer, a variance request is still required for the approximately 50 linear feet of fence/wall at the southwest property line (See Attachment 1). You have 3 paths forward at this point in time: a. Make no site modifications — Move forward to City Council with the 12 -foot wall and fence height with a Staff recommendation of denial. The Special Use Permit would be heard together with the variance before City Council. b. Adjust the height of the wall and fence — A total height of 9 feet or less would be eligible to begin as an administrative review, and (public comment notwithstanding) Staff would likely have a recommendation of approval. The Special Use Permit would move forward as an administrative review as well. c. Adjust the site plan — It may be possible to modify the location of the wall and/or fence to eliminate the need for a variance request. One option would be to leave the wall in place on the property line, but set the fence back at least 5 feet. Alternatively, both the wall and the fence could be setback 5 feet from the property line although we recognize it may be challenging to move the wall. If one of these modifications can be made, the variance would no longer be necessary. The Special Use Permit would move forward as an administrative review. Referral Comments The application was also sent on referral to other city departments and outside agencies. Attached are the comments that have been received to date. Future submittals will be referred to the City Public Works Department and Building Division, but direct follow-up with utility providers and other non -city agencies is the applicant's responsibility. Wheat Ridge Police Department: See attached comments from Mark Cooney dated April 10, 2017, Wheat Ridge Sanitation District: See attached comments from Bill Willis dated April 11, 2017. West Metro Fire Protection District: See attached comments from Bruce Kral dated April 17, 2017. Xcel Energy: See attached comments from Donna George dated April 20, 2017. Century Link: See attached comments from Dustin Pulciani dated April 24, 2017. Colorado Department of Transportation (CDOT): See attached comments dated April 25, 2017. Wheat Ridge Public Works: No comments received. Wheat Ridge Building Division: No comments received. Comcast Cable: No comments received. This concludes the summary of comments. For the next review, please provide a response to this letter, including a response to each item identified above, and resubmit plans in the following formats: • One (1) full-size hard copy of the plans • Digital files of the resubmittal documents in Adobe .pdf format Please let me know if you have any questions regarding these comments. Sincerely, 10,64- Zack Wallace Mendez Planner H 303-235-2852 zwallace@ci. wheatridge. co. us cc: Case file (SUP -17-02 and WA -17-02) Enclosures 2 EXHIBIT 1 Referral comments begin on the following page. Zackary Wallace From: Mark Cooney Sent: Monday, April 10, 2017 9:21 AM To: Zackary Wallace Subject: RE: SUP -17-02 & WA -17-02 Referral Follow Up Flag: Follow up Flag Status: Flagged I have no problem with this. Mark Cooney Investigations Commander Wheat Ridge Police Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2931 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. From: Zackary Wallace Sent: Monday, April 10, 2017 9:03 AM To: Mark Cooney Subject: SUP -17-02 & WA -17-02 Referral Mark, The Wheat Ridge Community Development Department has received a request for approval of a Special Use Permit and variance at 5260 W. 291' Avenue (Case Nos. SUP -17-02 and WA -17-02). Please download the application documents from the City drive: Folder: V:\Community Development\ Land Use Case Referral File name: SUP -17-02 & WA -17-02 - Denver Water Comments are due by April 24, 2017; no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions. Thank you, Zack Wallace Mendez Planner II 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2852 Fax: 303-234-2857 www.ci.wheatridge.co.us MARTIN/MARTIN CONSULTING ENGINEERS April 11, 2017 Zack Wallace Mendez City of Wheat Ridge Community Development 7500 West 2911 Avenue Wheat Ridge CO 80033 Email: zwallace@ci.wheatridge.co.us Re: Wheat Ridge Sanitation District — 5260 W. 29th Avenue — SUP -17-02 and WA -17-02 Martin/Martin, Inc Project No.: 17456.C.01 Dear Mr. Wallace, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the referenced referral dated April 10th, 2017 concerning a special use permit and variance for the property at 5260 W. 29th Avenue to allow for a parking lot expansion. The Wheat Ridge Sanitation District has no objections with the proposed request conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot is entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains adjacent to the proposed property: • 6 -inch mainline running north to south, west of the referenced property within an easement. Per the referral, it appears that no modifications or additions are planned to the existing structure. If there are any plumbing modifications or additions, the District will need to review and approve plans prior to construction. Costs All costs involved are to be deposited in advance— engineering, reviews, design, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich —Wheat Ridge Sanitation District MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIN.CCIM From: Kral, Bruce To: Zackary Wallace Subject: RE: SUP -17-02 & WA -17-02 Referral Date: Monday, April 17, 2017 1:31:51 PM Hi Zack, West Metro Fire has no comments or concerns for this one. Let me know if you need a formal letter. Bruce Kral, CFO Fire Marshal West Metro Fire Protection District 433 South Allison Parkway Lakewood, CO 80226 (303)989-4307 ext. 513 bkral(@westmetrofire.org Fire is Everyone's Frght - From: Zackary Wallace[maiIto:zwaIlace@ci.wheatridge.co.us] Sent: Monday, April 10, 2017 9:08 AM To: Kral, Bruce Subject: SUP -17-02 & WA -17-02 Referral Bruce, The Wheat Ridge Community Development Department has received a request for approval of a Special Use Permit and variance at 5260 W. 29th Avenue (Case Nos. SUP -17-02 and WA -17-02). The files may be viewed and downloaded via the Dropbox link below: httos://www.droDbox.com/sh/3vcu8l if26mseii/AABRao' RIRSCAAm7G4wXkWloa?d1=0 Comments are due by April 24, 2017; no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions. Thank you, Zack Please note you will need Adobe software to view the application submittals. The latest version of Adobe Reader can be downloaded here: htto://aet.adobe.com/reader/ Zack Wallace Mendez Planner II 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 XceiEnergysm PUBLIC SERVICE COMPANY April 20, 2017 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Zack Wallace Re: Denver Water, Case #s SUP -17-02 and WA -17-02 Right of Way & Permits 1123 West 3`c Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571.3524 donna.l.george@xcelenergy.com Public Service Company of Colorado's (PSCo) Right of Way & Permits Referral Desk has reviewed the plans for Denver Water. Please be aware PSCo owns and operates existing electric distribution facilities within the subject property. The property owner/ developer/contractor must contact the Builder's Call Line at 1-800-628-2121 or https://xcelenergy.force.com/FastApp (register so you can track your application) and complete the application process for any new gas or electric service, or modification to existing facilities. It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details. Additional easements may need to be acquired by separate document. As a cautionary note, bear in mind that per the National Electric Safety Code, a minimum 10 - foot radial clearance must be maintained at all times from all overhead electric facilities including, but not limited to, construction activities and permanent structures. As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center at 1-800-922-1987 to have all utilities located prior to any construction. Should you have any questions with this referral response, please contact me at 303-571-3306. Donna George Contract Right of Way Referral Processor Public Service Company of Colorado From: Pulciani, Dustin To: Zackary Wallace Subject: RE: SUP -17-02 & WA -17-02 Referral Date: Monday, April 24, 2017 1:59:01 PM Zack, CenturyLink has no objection to this application. Thanks Dustin Pulciani, ROW Agent Century Link 700 W. Mineral Ave., Littleton, CO 80120 Cell: 720-520-3133 Dustin.Pulciani@centurylink.com h7 CenturyLink Stronger Connected' From: Zackary Wallace[maiIto:zwaIlace@ci.wheatridge.co.us] Sent: Monday, April 10, 2017 9:08 AM To: Pulciani, Dustin Subject: SUP -17-02 & WA -17-02 Referral Dustin, The Wheat Ridge Community Development Department has received a request for approval of a Special Use Permit and variance at 5260 W. 29th Avenue (Case Nos. SUP -17-02 and WA -17-02). The files may be viewed and downloaded via the Dropbox link below: httr)s://www.drODbox.com/sh/3vcu81 if26mseii/AABRaoiRIRSCAAm7G4wXkWloa?dl=0 Comments are due by April 24, 2017; no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions. Thank you, Zack Please note you will need Adobe software to view the application submittals. The latest version of Adobe Reader can be downloaded here: htto://aet.adobe.com/reader/ Zack Wallace Mendez Planner II 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2852 Fax: 303-234-2845 www.ci.wheatridge.co.us STATE OF COLORADO Traffic & Safety COLORADO Region 1 Department of Transportation 2000 South Holly Street Denver, Colorado 80222 Project Name: Denver Water Parking Lot Extension Print Date: 4/25/2017 Highway: 095 Mile Marker: 7.24 Drainage Comments: I've reviewed the Parking Lot Extension Drainage letter (dated March 30, 2017) and have the following comments: 1. Please provide separate existing (historic) and proposed drainage basin maps clearly depicting design points, basins, flow arrows, historic and proposed release rates etc.. 2. Unclear if the existing parking lot acting as a 100 -Year "detention pond"? 3. Is the existing "pond" providing water quality treatment or only flood detention? 4. Where is the existing outfall? 5. Is the proposed vault providing water quality treatment for the entire site or just the new impervious? 6. Can the vault outlet and emergency overflow be routed to one of the landscaped areas instead of discharging directly to SH -95 via a concrete pan/sidewalk chase? 7. Who is responsible for maintaining the proposed vault? Does City of Wheat Ridge require an 0&M plan for this system? Comments by Luis Calderon 4/24/2017 Permits Comments: CDOT has no objection to the proposed extension of the parking lot, however we do have some comments and additional permitting requirements: The existing Denver Water facility has a State Highway Access Permit (#694027) for an emergency services access to Sheridan for 1 daily trip (ADT). With the addition of the parking lot to the south, a new State Highway Access Permit is required to account for the change in use of the existing access. Please have Denver Water contact Marilyn Cross for the requirements for this permit. Marilyn Cross, Access Manager, marilyn.cross@state.co.us, 303.512.4266. CDOT typically does not allow a sidewalk chase for drainage to the state highway. Any proposed construction, utility, survey, or landscaping work within CDOT right-of-way will require a Special Use Permit issued by the Department. Please contact Chris Laughlin regarding requirements for these permits. Chris Laughlin, Permit Coordinator, christopher.laughlin@state.co.us, Office Ph: 303-512-4269, Cell 303-916- 0463. City of W heat f<ijge PUBLIC WORKS Memorandum TO: Zack Wallace, Planning Technician FROM: Dave Brossman, Development Review Engineer DATE: May 4, 2017 SUBJECT: SUP -17-02 and WA -17-02 / Denver Water — 5260 W. 29th Avenue I have completed my review for the request for approval of a Special Use Permit and variance at 5260 W. 29th Avenue in order to expand the existing use of the property onto the adjacent property zoned Residential -One C (R -1C), received on April 24, 2017, and I have the following comments: Site Plan 1. Public Works has no comments at this time regarding the Site Plan Drainage Letter 1. Please add a Conclusion section that compares the historical release rate from the site (0.557 CFS from 1994 Report) with the proposed release rate of 0.60 CFS as evidence this project does not increase any flow to the existing public storm system. Also include a statement that the current design is also beneficial to the public storm system because it provides WQ treatment prior to release, which the existing detention facility did not provide. 2. Please provide a P.E. seal and signature on the Letter/Plan for approval with the next submittal. To Zack - Denver Water SUP at 5260 W. 29th Ave—Review- I MARTIN/MARTIN CONSULTING ENGINEERS To: Mark Westberg & Dave Brossman Date: March 30, 2017 PW/Engineering Division 7500 W. 29`h Avenue Wheat Ridge, CO 80033 From: P. Horn/G. Proulx Project No.: 17.0106 CC: Tim LePan Project Ashland Decentralization Station — Title: Parking Lot Extension Drainage Letter & Plan Re: Ashland Decentralization Station — Parking Lot Extension Drainage Letter & Plan The project site is located at 5260 W. 29`h Avenue, Wheat Ridge, Colorado 80214. The proposed project extends the parking lot to the south and adds approximately 4,500 square feet of additional imperviousness to the site. There is also a desire to alleviate some of the existing runoff storage of the site. Currently, the western half of the site drains to the south and utilizes surface detention in the parking lot, which was constructed with the original building in 1994. This project also looks to store the western surface runoff in an underground water quality and detention system. This letter summarizes a concept storm conveyance, treatment, and detention design based on the site constraints and the following City criteria. DESIGN CRITERIA: The City of Wheat Ridge considers the proposed parking lot expansion a Moderate Redevelopment of a Multi-Family/Commercial site, due to increasing the impervious area of the site by more than 3,000, but less than 10,000 square feet. According to the Wheat Ridge Criteria Section 111.2.b (Reference 1), this requires addressing 100% of the Water Quality Capture Volume (WQCV) for only the additional impervious area. A meeting between Martin/Martin, Denver Water, and the City of Wheat Ridge was held on March 8, 2017. This meeting outlined the City of Wheat Ridge's requirements regarding underground storage, water quality, as well as runoff and release rate calculations for the proposed expansion underground storage. With regards to moving the surface detention underground, it was determined that the historic drainage report for the site could be used to estimate the detention requirement. The overall drainage for the Ashland Decentralization Station was discussed in a drainage report that was reviewed and approved by the City of Wheat Ridge in February, 1994. The 1994 report indicates that 1,954 cubic feet of detention storage is needed for the western runoff of the site (Reference 2). The City of Wheat Ridge identified that the outlet structure should be designed to release at a rate that is based on the tributary runoff reaching the detention facility. This value was determined by assuming 1 cfs per acre, for type C & D soils, for the tributary basins on the western side of the site. The Drainage Map D1 (EXHIBIT 7) illustrates the concept layout of underground detention vault, water quality vault, inlets, and drainage basins for the site. The tributary area of Basins Al and A2 is 0.60 acres, so assuming the soil type and release rate as described above, the outlet should be designed to release at 0.60 cfs. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM CITY OF WHEAT RIDGE PUBLIC WORKS DATE 04/10/2017 RECEIVED 04/10/2017 list Submittal March 30, 2017 ASSUMPTIONS: 1. Additional Imperviousness: 4,500 square feet (Asphalt/Concrete of Basin A2 EXHIBIT 1 & 7) WQCV: 131 cubic feet (EXHIBIT 5) 2. Existing Drainage Volume Storage 1,954 cubic feet (Reference 2) 3. Total Storage Required: 2,100 cubic feet 4. Type C&D soils (EXHIBIT 10) 5. 1 cfs per acre release rate (Reference 1 - page 5) CONCEPT SUMMARY: Based on the above-mentioned assumptions, criteria, and City input, an underground detention and water quality vault system is recommended to be used to store approximately 2,100 cubic feet of storm runoff. The 100 -year runoff for the tributary Basins Al & A2 would be captured by a Double Wheat Ridge Curb Inlet. The 100 -year flow from Basins Al & A2, of 3.75 cfs, was used to size the inlets as shown in the inlet capacity calculations (EXHIBIT 6). The runoff would then be routed, by two 12" PVC pipes, into a water filtration vault sized to treat the WQCV flow of 0.15 cfs. This flow was determined by using the runoff calculated from a one-hour precipitation depth of 0.60 inches as shown in the WQCV design storm SF -3 Form (EXHIBIT 2). According to Urban Drainage Flood Control District — Volume 3 — Chapter 3 — Page 3-24 (Reference 3), the one-hour precipitation depth for WQCV is typically set at 0.60 inches. The Oldcastle Perk Filter underground water quality vault (EXHIBIT 8), or approved equal, will be used to treat the 0.15 cfs of runoff. Calculations provided by Oldcastle show that a 7'x13' vault containing 12x 12" Perk Filter cartridges would treat about 0.182 cfs of flow, which exceeds the calculated requirement of 0.15 cfs. The water quality vault will have a maintenance lid that will provide easy access to inspect and replace the filter cartridges. According to the Perk Filter Operation & Maintenance Manual (Reference 4), the cartridges should be replaced every 1-3 years depending on site runoff and varying pollutant loading. The 100 -year detention volume of 2,100 cubic feet would be stored by utilizing an underground vault system, like the Oldcastle Stormcapture detention system (EXHIBIT 9 & Reference 5), or an approved equal. The detention vault would be connected to the water quality vault by two 12" PVC pipes. The outlet of the detention vault would convey water through a concrete pan east into the gutter flowline of Sheridan. The outlet release rate was calculated as previously described and a restrictor plate over the outlet pipe will be used to achieve the desired release rate. The detention vault will have two access points for maintenance through manholes located at opposite sides of the detention vault. Emergency overflow for the site will be located over the top of the curb located near the combination inlets. This will be a block out in the retaining wall that will convey flow east towards the Sheridan flowline. Please add a Conclusion that compares the historical release rate from the site (0.557 CFS from 1994 Report) with the proposed release rate of 0.60 CFS as evidence this project does not increase any flow to the existing public storm system. Also include a statement that the current design is also beneficial to the public storm system because it provides WQ treatment prior to release, which the existing detention facility did not provide. Page 2 13 March 30, 2017 REFERENCES: 1. City of Wheat Ridge, Colorado, Site Drainage Requirements, November 2016. 2. Ashland Decentralization Project Drainage Report, Martin/Martin Inc. February 1994. 3. Urban Drainage and Flood Control District (UDFCD) Drainage Criteria Manual, Volumes 1, 2, and 3, November 2010. 4. Perk Filter -Product Specifications - Stormwater Management Products - Oldcastle Stormwater, 31 Aug. 2015. Web. 28 Mar. 2017. http://www. kristar.com/index.php/media-filtration/flogard-perk-filter/38-products/media- filtration/flogard-perk-filter/118-flogard-perk-filter-product-spec#manuals. 5. Storm Capture® - Product Specifications - Stormwater Management Products - Oldcastle Stormwater, 12 Dec. 2015. Web. 28 Mar. 2017. http://www. kristar.com/index. php/stormwater-retention-stormwater- detention/stormcapture/151-products/stormwater-retention-stormwater- detention/storm-capture/175-storm-capture-product-specifications. ATTACHED EXHIBITS: 1.) Composite Runoff Coefficients 2.) Time of Concentration (SF -3) for WQCV 3.) Time of Concentration (SF -3) for 100 -yr Event 4.) Runoff Summary 5.) WQCV Calculation 6.) UDFCD Inlet Capacity Calculation 7.) Drainage Map — D1 8.) Perkfilter Information 9.) StormCapture Information 10.)Web Soil Survey Report G:\HORN\17.0106-Ashland Decentralization Station - Parking Lot Extension\ENG\DRAINAGE\Drainage Design Memo 2017.03.29.Oou Page 313 PROJECT INFORMATION PROJECT NAME: Ashland Denver Water PROJECT NO: 17.0106 DESIGN BY: DML REVIEWED BY: PFH JURISDICTION: Wheat Ridge REPORT TYPE: Underground Vault DATE: 03/30/17 EXHIBIT D MARTENJ.MARTIN CUNSUi7I NG ENG rNEER S JURISDICTIONAL STANDARD C2 C6 C70 C100 %IMPERV LANDSCAPE 0.02 0.07 0.22 0.52 2% ROOF 0.80 0.83 0.87 0.91 90% ASPHALT/CONCRETE 0.89 0.92 0.94 0.96 100% DRIVES AND WALKS 0.80 0.83 0.87 0.91 90% TOTAL SITE COMPOSITE 1 0.60 1 0.76 1 0.78 1 0.82 1 0.88 1 83.7% SUB -BASIN SURFACE CHARACTERISTICS AREA COMPOSITE RUNOFF COEFFICIENTS PERCENT (ACRES) C2 C6 C70 C700 IMPERVIOUSNESS AREA (ACRES) C2 COMPOSITE RUNOFF COEFFICIENTS C6 C10 C100 PERCENT IMPERVIOUSNESS ASPHALT/CONCRETE SUB -BASIN COMPOSITE 0.00 0.00 0.06 0.20 0.61 0.0% SUB -BASIN SURFACE CHARACTERISTICS AREA (ACRES) C2 COMPOSITE RUNOFF COEFFICIENTS C6 C10 C100 PERCENT IMPERVIOUSNESS ASPHALT/CONCRETE 0.40 0.89 0.92 0.94 0.96 100% LANDSCAPE 0.05 0.02 0.07 0.22 0.52 2% Al SUB -BASIN COMPOSITE OA6 0.79 0.83 0.86 0.91 89.1% SUB -BASIN SURFACE CHARACTERISTICS AREA (ACRES) C2 COMPOSITE RUNOFF COEFFICIENTS C6 C70 C700 PERCENT IMPERVIOUSNESS ASPHALT/CONCRETE 0.10 0.89 0.92 0.94 0.96 100% LANDSCAPE 0.05 0.02 0.07 0.22 0.52 2% A, SUB -BASIN COMPOSITE 0.15 0.60 1 0.64 0.70 0.81 67.3°h TOTAL SITE COMPOSITE 1 0.60 1 0.76 0.78 i 0.82 1 0.88 83.7% COMPOSITE_C-VALUES 3/29/2017 6:58 PM G:\HORN\17.0106-Ashland Decentralization Station - Parking Lot Extension\ENG\DRAINAGE\Ashland Rational (UDFCD 2016) 2017.03.29.xlsm cu N ID O N U o = O o z W K U O w h a CL z s 2 2 V) w LU Z a O Z w w to W M W LL to W O U) a V) O O 0 F Q W Z 0 Z 0 U) Y � Q M LLI K LL U LL LL Z O - z Q F ~ U Q rn �Z to Q LL U o 0 N N - S n t0 tD Z LL X V LL U Q c0 � o O 0 O Z F U W Z O O O O LL LL LLLL T O Lu Z O r o 0 0 U D w ' U w Q M R Q O O H Z_ O a - z cD 0 z < Q _ Q Q Q m w > m O N O d' Q O g 0 H� �_ E5 2 X W k \ 9 n B LL k a. 2 4 = o q / $ � } k j / \ � /\ � } ; ) °\ / z _ LL ) i # »\F C,\ * §§ � & & * / § U- \ fy LL )§ i J© (/± } § § _ \co E k k @ /\ � PROJECT: Ashland Denver Water JOB NO: 01/17/00 DATE: 03/30/17 EXHIBIT 4 MARTiN/MQ-R TI -N CONSULT ING ENG I NE ERS RUNOFF SUMMARY 3/29/2017 6:58 PM G:\HORN\17.0106-Ashland Decentralization Station - Parking Lot Extension\ENG\DRAINAGE\Ashland Rational (UDFCD 2016) 2017.03.29.xlsm RUNOFF SUMMARY BASIN DESIGN POINT AREA (ACRES) % WQCV IMP. C100 Q-WQCV (CFS) Q100 (CFS) A` Al A2 0.45 0.15 89.1% 0.79 67.3% 0.60 0.91 0.81 0.58 0.15 2.89 0.86 SITE COMPOSITE 0.60 83.7% 0.78 0.88 RUNOFF SUMMARY 3/29/2017 6:58 PM G:\HORN\17.0106-Ashland Decentralization Station - Parking Lot Extension\ENG\DRAINAGE\Ashland Rational (UDFCD 2016) 2017.03.29.xlsm PROJECT INFORMATION EXHIBIT 5 PROJECT NAME: Ashland Denver Water PROJECT M 17.0106 POND NAME: Underground Detention 1 c a w S v l, I NG EKG IN PIE H S DATE: 03/30/17 Required Water Quality Volume: Detention Sizing Method: WQCV NRCS Hydrologic Soil Group: C 8 D 1tf-Qc- _ ax(U.9ti'-I.i9P +0.�.:s £L.?I?I,'A -- I.68i 'Figure 3-1, UDFCD (V. 3), Chapter 3, Page 3-5 13`'CUC'(' 1 EEI) WQ('V = (0.;)x. EL:RJ' — LIMP"0.3 �D— 'Equations 12-1, 12-2, 12-3, UDFCD (V. 2), Chapter 12, Page 12-4 Where: WQCV = Water Quality Capture Volume (Watershed Inches) a = Constant Dependent on Drain Time (Typically a=1.0 40 -Hr Drain Time) i = Percent Imperviousness i =F 67.3% WQCV = 0.263 (watershed inches) (Required Storage = I 1 ' .2 Y 1 x (AREA) 1 'Equation 3-3, UDFCD (V. 3), Chapter 3, Page 3-6 Where: r Rtgt�eci Storage = I � F.URV j x (AREALLL 12 I WQCV = Water Quality Capture Volume (Watershed Inches) Area = Contributing Watershed Area (Acres) Area = 0.15 (acres) Required Storage = 0.0033 (ac -ft) 143 (cu -ft) WQCV 3/29/2017 7:00 PM G:\I-IORN\17.0106-Ashland Decentralization Station - Parking Lot Extension\ENG\DRAINAGE\WQCV_EURV.xlsx EXHIBIT 6 Version 4.05 Released March 2017 11 ALLOWABLE CAPACITY FOR ONE-HALF OF STREET (Minor & Major Storm) 11 (Based on Regulated Criteria for Maximum Allowable FIow Depm and Project: Ashland Decentralization Station Parking Lot Extension Inlet ID: Mlat 1 mum Allowable Width for Spread Behind Curb Slope Behind Curb (leave blank for no conveyance credit behind curb) ring's Roughness Behind Curb (typically between 0.012 and 0.020) I of Curt at Gutter Flow Line ce from Curb Face to Street Crown Width Transverse Slope Cross Slope (typically 2 inches over 24 Inches or 0.083 Rttl) Longitudinal Slope. Enter 0 for sump condition ng's Roughness for Street Section (typically between 0.012 and 0.020) Allowable Spread for Minor & Major Storm Allowable Depth at Gutter Flowline for Minor & Major Storm k boxes are not applicable in SUMP conditions STORM Allowable Capacity is based on Depth Criterion STORM Allowable Capacity is based on Depth Criterion T. = 0.0 ft Sencx =1 0.000 0/0 na"`"` Rcuae= 8.00 inches T__ = 50.0 ft W = 2.00 it Sx= 0.010 iVtt Sw = 0.083 ft/ft So' 0.000 fl/11 ns.aeer = 0.012 Minor Storm Major Storm T.- = 20.0 30.0 ft d— 6.0 6.0 inches r r Minor Storm Major Storm Oa- =1 SUMP I SUMP ,cfs UD -Inlet v4.05.xlsm, Inlet 1 3/29/2017, 7:01 PM EXHIBIT 6 INLET IN A SUMP OR SAG LOCATION Version 4.05 Released March 2017 Lo (C),r H -Curb H -Vert Wo WP W Lo (G) of Inlet Wheat Ridge Combination Depression (additional to continuous gutter depression's' from above) ter of Unit Inlets (Grate or Curb Opening) r Depth at Flowline (outside of local depression) I Information h of a Unit Grate i of a Unit Grate Opening Ratio for a Grate (typical values 0.15.0.90) ling Factor for a Single Grate (typical value 0.50.0.70) Weir Coefficient (typical value 2.15 - 3.60) Orifice Coefficient (typical value 0.60 - 0.80) Opening Information Ih of a Unit Curb Opening it of Vertical Curb Opening in Inches it of Curb Orifice Throat in Inches of Throat (see USDCM Figure ST -5) Width for Depression Pan (typically the gutter width of 2 feet) ling Factor for a Single Curb Opening (typical value 0.10) Opening Weir Coefficient (typical value 2.33.7) Opening Orifice Coefficient (typical value 0.60. 0.70) i for Grate Midwidth t for Curb Opening Weir Equation rination Inlet Performance Reduction Factor for Long Inlets Opening Perforrnance Reduction Factor for Long Inlets d Inlet Performance Reduction Factor for Long Inlets it Inlet Interception Capacity (assumes clogged condition) Capacity IS GOOD for Minor and Major Storms(>O PEAK) UD -Inlet v4.05.)dsm, Inlet 1 3/2912017, 7:01 PM MINOR MAJOR MAJOR T = Type Wheat Ridge Combination dcw = = 2.00 inches No= 2 RF.-= Ponding Depth = 42 5.4 inches 0.51 MINOR MAJOR F Override Depths La (G) = 2.75 feet We= 1.37 feet A, C,(G) = 0.50 0.50 C. (G) = 3.60 Co (G) = 0.67 MINOR MAJOR La (C) = 2.88 feet H_ 6.00 inches H_ = 5.25 inches Theta = 0.00 degrees Wp= 2.00 feet C,(C) = 0.10 0.10 C„ (C) = 3.60 C. (C) = 0.67 - UD -Inlet v4.05.)dsm, Inlet 1 3/2912017, 7:01 PM MINOR MAJOR dcme = 0.399 0.499 dcw = 0.18 028 RFA„,r, = 0.50 0.64 RF.-= 1.00 1.00 RF- = 0.51 0.66 MINOR MAJOR Qa = 2.0 4.1 UD -Inlet v4.05.)dsm, Inlet 1 3/2912017, 7:01 PM NOIlO(Ri1SNM 1101l0N d"3`JtlNIVNO id OOroO%YI OOOm3DYb1 ipN36tl xvSp�59Mi66K1 NOIIVIS NOIlVZIltl81N3030 ONVIHSV ` o E nnoad NI1NtlNf NIl21tlW H31VM b3AN34 Bo lou a N a r oi v&� I 1 I � 1 a 1 I o3� I '��yuyii��n �u�YZQx ��� marc oOV3. 03�8R �� 3 � gWg u. . I i no 8`k8 ffi8k i na I ' � J f 0'9S I i mi ol I I ,kyr "1 I Ir I 1 C m wa 0 � I j I - I 6"p0 QM 0 O 3Ad H16Z I _ O- 5"p� I - t - - � 6fipD , I o 0 j d j� i i 6.9'10 1161H%3 - dWl 3DYNM1tlO\.iA^'NMlO\DN3\»!HUV3 lob 6u9yed - ueNolS uopez6w�»»p WMwY-eD10'LI\NtlON\�D �NOpY00l ONiMOtlp N100bd0 SAB 03AK !Sn Nd — NaoH d •p.puo MI lod!pMyd N uroDm � 9� ro Le .s�..a wON N00 �noa � oncsl 'oN NaOH 'd LoBovoly lacfwd [IDZ 'fiZ W ory o»fiu»M 31v0 101d Cartridge filtration proven to remove and retain the toughest pollutants from stormwater runoff Flexible Configurations Available in vaults, manholes and catch basins with variable inlet/outlet locations. Superior Flow Rates Field & Laboratory Tested High efficiency treatment in a High TSS and phosphorus compact footprint. removal rates. arl Integral Pretreatment Modular Cartridge Construction Internal High Flow Bypass Pretreatment chamber Simple design provides for efficient media Integrated bypass system reduces prolongs media lifespan by replacement and cartridge handling. construction costs by eliminating the removing gross pollutants. need for a separate bypass structure. Impervious surfaces and other urban and suburban landscapes generate a variety of contaminants that can enter stormwater, polluting downstream receiving waters. The PerkFilter is a comprehensive filtration BMP that allows use with a wide variety of media chosen to address site-specific pollutants of concern. 10 Oldcastle Stormwater Solutions EXHIBIT El PerkFilter Media Filtration System Captures sediment, metals, nutrients, and petroleum hydrocarbons, as well as gross solids and trash, to significantly reduce the total pollutant discharge load in stormwater runoff Additional Configuration Options Steel Catch Basin Precast Concrete Manhole Applications Typical installation locations include: • In-line storm drain • New drop inlets or vaults in commercial or residential developments • Industrial applications • Pre- or post-treatment for retention/detention systems • Large custom vaults for regional treatment systems Performance Field tested removal efficiencies of: • Total Suspended Solids > 80% • Total Phosphorus > 60% Precast Concrete Catch Basin Standard Cartridge Capacities Cartridge Height Treatment Capacity (inches) (gpm) at Media Surface Loading Rate of: 1.5 gpm/ft2 2.5 gpm/ft2 12 6.8 12 18 10.2 18 24* 13.6 24 30* 17.0 30 * Standard cartridge heights are 12 & 18 inches. , 24" & 30" cartridges use modular stacks. 1 PerkFilter Cartridge Precast concrete vault configuration Custom PerkFilter vault in Redmond, WA 10 Oldcastllle (800) 579-8819 oldcastlestormwater.com 9/28/2015_V3 Stormwater Solutions stormcapture.com 02015 Oldcastle Precast, Inc. Storm Capture provides cost-effective solutions for site applications where stormwater needs to be detained and allowed to discharge at a controlled rate. Storm Capture allows maximization of developable land by allowing detention to be placed efficiently and easily under parking lots and roadways with very little cover, as well as in non -traffic areas. Mnintonnnry Mnduly Maintainable • Designed for maintenance, not replacement • Optional direct module access Open Interior Structurally Superior Vehicular traffic loading design with as little as 6" of earth cover No concrete footing required • Designed for HS -20-44 for full truck load plus impact www.stormcapture.com Efficient • Large storage capacity Not reliant on stone backfill for storage Unique Link Slab" design reduces concrete Economical Competitive installed and lifetime cost Typically backfilled with existing site materials Large capacity yields smaller footprint • Rapid and simple installation s. STORM. t!u��r CA P TUR E OIdeastlePrecast 888-965-3227 Total Stormwater Management System 39° 4531' N 39° 45 26" N EXHIBIT 10 3 Hydrologic Soil Group—Denver County Area, Colorado; and Golden Area, Colorado, Parts of Denver, Douglas, ... 3 � 5 0 0 495360 495370 49MM 495390 495400 495410 495420 495930 3 Map Scale: 1:763 if printed on A port at (8.5' x 11") sheet Meters N N 0 10 20 40 60 Feet A 0 35 70 140 2100 Map projecbm: Web Mercator Comer cn driates: WGS84 Edge tics: UTM Zone 13N WGS84 USDA Natural Resources Web Soil Survey 2" Conservation Service National Cooperative Soil Survey 495490 495450 495490 495470 3 S 39° 45 31"N o_ 39° 4526" N 2/17/2017 Page 1 of 5 0 Z W W J IL Q O. E U m L O O 7 w r U N N U R M, E ,E m C CU.I O m o -60I O O r C " N O .Q ; i0 m a O N = N E N > '0 > a Or O O d(D a 0 C m_ E m 0 6) m .L m E�N 2 p .9 Cu) N U) ( N m C 4) -00 M N m C a N N E m :3 W E c v N a a a a m m 0 0 0 IIIA O d N � C O 0 0 za rn a a m m 0 0 F-- Lf) o O N N r O N d N 7 N m Z m 3 m p 0 m m O O 6 l>CL 0 C m ca t p > G O O N j N0 L O co 0) 6) r N y y N V E i-IOO m '0 N E "O N _m D '0 N m N N >> m 'O U O O O '6 C .0 m m O U 0 u Y�@yv to m r Cpa1O� E c r Z M c@ N'y �' 0) m oM a m m m E � ro r 0 C O O 2 E E V N O Y CL ca C fn m -0 0 'O l0 N Q N N y C i0 C O 3 O V 6) E 0N U W m, 2 O N a) �"� o N N O y C j C N L L N L C a N m � Q V O O. U E O E R '0 N m m m 0 U N U CEO .0 L C O N O -D r 0 j 7 fA m O N N C> m 0) L m 'C m y O _ C O o 7 2 >, U 2:vmm, rL.+ O o U� QZ`c O .L-� c��0Cc ro n Q O 2 U O y O 11 O ^ C L O 7 cNVa N m y m In O —o O din cm 01 d -0 N Damn°~mm m 3 m ..3.J U) N ac O �= 0] v O C> (9 m Q C.m.. aN m� Z N O m� Z E mQ c0i C 0 a m 0 my m m N a> m -N C >Z7. m a� N 0 y -mrnm . u ism H E N O Z>. m U CD CO N O U 3 N C NQ y Q VC C 7N m f6 N m' m E N C 7 A E C m U V O '00 LO > m O > O y O' O y L> m a) ' m y 'o C 7 0 y m O '(13 0 C O' O O N O d 'U C` m O> Z Q m Z N Q 7 m 2 -r— �� N N m 00 v�O W N CO m V� OO N a O ) Ui at In m 0 7 O D O O N E O a: N 0) O FL E p 0) u) U m 0 in L U a;5 Q m L w F O 'O ) 0 lA 0 0 (n CD p d V E V : m N-0 a CO U) D N a a a a m m 0 0 0 IIIA O d N � C O 0 0 za rn a a m m 0 0 F-- Lf) o O N N r O N d N 7 N m Z m 3 m N 6 l>CL 0 C C U t p L O co L N N LD E _m ~'o �° �° a l0 N` N L° N W O f0 U l0 C U 0 a z : m5 5 .o m m � ro r 0 C O Y W 3 W � A m o a m a 'm 0 d m N O _ C O o Or- rn ro » Q O 2 C "y N m¢ d O a O p J m w a C m m v a Z m a c Ix m U 0 y H Q N a a a a m m 0 0 0 IIIA O d N � C O 0 0 za rn a a m m 0 0 F-- Lf) o O N N r O N d N 7 N m Z c Z W 0 w J a a r )n F 0 -0 N M � N y N d c N O •E c rn Y N O m E N m O � � N L O N -o v E 0 L O > N O Q > O.•- N ETmE N c� cc 1.0 O f6 152 —0 CL r O Oc =() O N 0-9 O .0) y L. j .2-0 m a v am n m2 t v o m o 44) a m t o t0 t T m Z y "0 U) m � m w a CL m o ?�U m c 0 Z m U H Z � N Or- 0 O Am 3 N A O z0 q EXHIBIT10 Hydrologic Soil Group—Denver County Area, Colorado, and Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Denver County Area, Colorado (CO031) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI NOTCOM No Digital Data Available 1.1 35.4% Subtotals for Soil Survey Area 1.1 35.4% Totals for Area of Interest 3.0 100.0% Hydrologic Soil Group— Summary by Map Unit — Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (C0641) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 105 Nunn -Urban land C 0.7 23.4% complex, 0 to 2 percent slopes 106 Nunn -Urban land C 1.2 41.1% complex, 2 to 5 percent slopes Subtotals for Soil Survey Area 2.0 64.6% Totals for Area of Interest 3.0 100.0% t ,ua Natural Resources Web Soil Survey 2/17/2017 "� Conservation Service National Cooperative Soil Survey Page 4 of 5 EXHIBIT 10 Hydrologic Soil Group—Denver County Area, Colorado; and Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher USDA Natural Resources Web Soil Survey 2/17/2017 Conservation Service National Cooperative Soil Survey Page 5 of 5 City of W heat age COMMUNITY DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: April 10, 2017 Response Due: April 24, 2017 The Wheat Ridge Community Development Department has received a request for approval of a Special Use Permit and variance at 5260 W. 29th Avenue. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: SUP -17-02 and WA -17-02 / Denver Water Request: The applicant is requesting a special use permit in order to expand the existing use of the property onto the adjacent property zoned Residential -One C (R -1C). The site is currently utilized by Denver Water as the Ashland Decentralization Station. The subject property is located at the southwest corner of 29th Avenue and Sheridan Boulevard. The property measures 36,443 square feet (0.84 acres) and contains a pump station constructed in 1995. The special use permit is required to expand the paved parking lot further south into what is currently a gravel parking lot utilized by Denver Water, on land zoned residentially (R-1 C). The variance requests are related to the height of the walls/fences around the perimeter of the property due to the slope of the lot and the heavy machinery that needs to sit on relatively flat land. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager: Case Manager: Zack Wallace Mendez Phone: 303.235.2852 Email: zwallace@ci.wheatridge.co.us Fax: 303.235.2852 DISTRIBUTION: Wheat Ridge Sanitation District West Metro Fire District Xcel Energy Century Link Comcast Colorado Department of Transportation Wheat Ridge Public Works Wheat Ridge Building Division Wheat Ridge Police Department Vicinity Map a L0 r, r 0 d- C� P r I Li I z c� 0 rlN 00 00 r c rn 0 rn 3 -v / N 0 00 / 0 U 0 L_ a� v 0) L_ 0 L: W v 3 c w -v AM mme0lb EWA I rN PARKING LOT EXTENSION - SITE PLAN SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO WCIN17Y MAP NOW SCALE: 1" = 100 FT DRAWING INDEX DWG NO D WG TI TLE G-1 COVER SHEET G-2 PLAT C-1 EXISTING CONDITIONS & PROPOSED SITE PLAN L-1 LANDSCAPE PLAN L-2 LANDSCAPE PLAN L-3 IRRIGATION PLAN L-4 WALL AND FENCE ELEVATION ON SHERIDAN BLVD E-1 PHOTOMETRIC PLAN OWNER: DENVER WATER 1600 W 12TH AVE DENVER, CO 80204 303-628-6000 CONTACT: DESIGN PROJECT MANAGER TIM LAPAN, RLA 303-628-6329 tim.lapon@denverwater.org LEGAL DESCRIPTION: LOTS 1 TO 12, AND THE NORTH 23 1/2 FEET OF LOT 13, BLOCK 1, LAKESIDE BEING A RESUBDIVISION OF BLOCKS ONE TO SEVEN AND NORTH HALF OF BLOCK 8, OF THE ORIGINAL PLATTING OF LAKESIDE, ACCORDING TO RECORDED PLAT THEREOF, COUNTY OF JEFFERSON STATE OF COLORADO. EXCEPT THAT PORTION OF SAID LOT 1 CONVEYED TO THE CITY OF WHEAT RIDGE BY DEED RECORDED APRIL 14TH, 1993 UNDER RECEPTION NO. F0107677, MORE PARTICULARLY DESCRIBED AS; BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 20.00; THENCE NORTHWEST A DISTANCE OF 28.30 FEET MORE OR LESS TO A POINT ON THE NORTH LINE OF SAID LOT 1, LYING 20.00 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST ALONG SAID NORTH LINE A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 0.979 ACRES OR 42,642 SQUARE FEET, MORE OR LESS. OWNER: CITY AND COUNTY OF DENVER, ACTING BY AND THROUGH ITS BOARD OF WATER COMMISSIONERS BOOK 210, PAGE 181 & RECEPTION NO. F0107677 EXCEPTION PARCEL OWNER: CITY OF WHEAT RIDGE RECEPTION NO. 93056084 AREA 200 SQ FT OR 0.004 ACRES 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 IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE,, ­PROVISIONS, OF.. ECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. TIM LAPAN, RLA STATE OF COLORADO) ) SS COUNTY OF JEFFERSON i THF_ FOREGOING INSTRUMENT WAS ACKNOW DGED BEFORE ME THIS �DAY OF, A.D. 20 � BY V9L-4�/7 WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: _M NOTARY PUBLIC PATRI( `. _ •;!3 _(.AMS N::.�. '044 89 MY Comkti+`''+'10fq EXPIRE",1; (AFib{ €1,2, 2014) SURVEYOR'S CERTIFICATION I, DANIEL J. THOMPSON, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY FOR THE ASHLAND DECENTRALIZATION STATION, PARKING LOT EXTENSION, WAS MADE UNDER MY SUPERVISION AND THE ACCOMPANYING PLAN ACCURATELY AND PROPERLY SHOWS SAID SURVEY. 922 0 M a2aN o . CITY CERTIFICATION P.L.Sj #30832 APPROVED THIS DAY OF , ATTEST COMMUNITY DEVELOPMENT DIRECTOR maul BY THE CITY OF WHEAT RIDGE. CONSULTANT ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING o1 to IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO: 18827 DRAWN BY: MITCHELL CHKD BY: LAPAN/ CHKD BY: M TURNEY/ APPD BY: DATE: OCTOBER 2016 CONTRACT- AS—BUILT DATE: AS—BUILT BY: DRAWING TITLE COVER SHEET G-1 SHEET 1 OF 10 SHEETS DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denverwater.org ASHLAND DECENTRALIZATION STATION Q 0 r; r, 0 Q J CL rn Q J D_ N 0 z V) 0 N 00 00 c rn U) rn -�v N 00 v a� 0 L_ CL a� v rn L_ 0 a� v 3 a� c a� -v / SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO N LINE SE 1/4 SEC. 25 eLS29421 CWR ID# 16901 CURRENT CWE DATUM E 1/4 COR. SEC. 25N 703208.15, E 126386.15FOUND 3-1/4" ALUM. CAPLAT 39'45'43.50699 N LS 29421 IN RANGE BOXLONG 105°03'11.67741"WPER MONUMENT RECORD OLINGER GARDENS BLOCK 7, BK 3 PG 30 ^ N oo r� 0.00'(R&M) BOOK 3, PAGE 30 ' 35' N LINE, S 1/2, SE 1/4 SEC. 25 W 29th A VE d s POINT OF BEGINNING S89°40'58"W 2645.43' (M) .0. � EXCEPTION PARCEL BOOK 104, PAGE 319NORTHEAST CORNER LOT 1 5 4 S89040'58"W 2 3 11 CA S 1 /16 COR SEC 25 113.00' (R &M} �.�. N45°19'23"W 1 T3S R69W 2003 29 28.30' (R & M) LS 9655 - f LICENSE GRANTED TO THE CITY OF WHEAT RIDGE CENTER SOUTH 1/16 COR 28 FILE 191, DOCUMENT 85 FOUND 3-1/2" ALLOY CAP SIGNAGE & UTILITIES LS 9655 IN MONUMENT BOX 27 EASEMENT GRANTED TO CDOT —�- PER MONUMENT RECORD FILE 4s, DOCUMENT 3 N SIDEWALK EASEMENT op N 26 5 GRANTED TO CDOT CWR ID# 160012 FILE 46, DOCUMENT 3 ^ CURRENT CWR DATUM w 6 v � N 701875.31, E 123748.32 ID, N ASHLAND o 0 0) LAT 39°45'30.46516" N r- � DECENTRALIZATION o III . LONG 105°03'45.52886" W 0 0 ^ STATION `n z BOOK 210, PAGE 181 w Lo ,0n REC. & REC. NO. F0107677 " `\' f` N 0 W Z w ni 22 to0 21 6)LAKESIDE RESUBDIVISION n cn W& :{, ; o BLOCK, BOOK 2 PG 0 z m _ o a, z Q Q g 0/� % k o w Z 20 w 30 30'-"- 12 0'-" -12 18 LAY 2 13 1 7 N89'40'58"E 133.00' (R & M) 7 1 :_ 16 15 00 MM . �J w i� WHITC HUPCH W 0 SUBDIVISION BK 9 PG 12 0 CO 00 8 W28th A VE { 0 0 R.O. 8BOOK 9, PAGE 12 O of w"� r .� CWR ID# 16973 �,, T3S �o CURRENT CWR DATUM SE COR. SEC. 25 S 25 S 30 G'cn N 700571,77, E 126401.27 FOUND 3-1/4" BRASS CAP Rssw Rssw ° LS 24949 IN RANGE BOX LAT 39 45 17.45848 N S 3s S 31 LONG 105"03'11.64985 W PER MONUMENT RECORD 2006 LS 24949 S LINE SE 1/4 SEC. 25 50 0 25 50 100 11NCH = 50 FEET EXCEPTION PARCEL REC. NO. 93056084 20.00' (R & M) ASHLAND DECENTRALIZATION SATION W 29TH AVE W 28TH AVE W 26TH AVE �> ~ � m z z Q 0 o I Z <C w _ _ cn r%A r%^C1 VICINITY MAP 1 " = 2000' OWNER: CITY AND COUNTY OF DENVER, ACTING BY AND THROUGH ITS BOARD OF WATER COMMISSIONERS BOOK 210, PAGE 181 & RECEPTION NO. F0107677 EXCEPTION PARCEL OWNER: CITY OF WHEAT RIDGE RECEPTION NO. 93056084 AREA 200 SQ FT OR 0.004 ACRES 32ND AVE vii z RECORD DIMENSION 30TH AVE V) MEASURED DIMENSION -�- = FOUND ALIQUOT CORNER DESCRIBED HEREON z m z � � m�W W 3:0 28TH AVE FOUND MONUMENT - 3-1/4" BROKEN BRASS CAP STAMPED "DWD" VICINITY MAP 1 " = 2000' OWNER: CITY AND COUNTY OF DENVER, ACTING BY AND THROUGH ITS BOARD OF WATER COMMISSIONERS BOOK 210, PAGE 181 & RECEPTION NO. F0107677 EXCEPTION PARCEL OWNER: CITY OF WHEAT RIDGE RECEPTION NO. 93056084 AREA 200 SQ FT OR 0.004 ACRES T 1. THE PURPOSE OF THIS SURVEY IS TO: (A) RE-ESTABLISH AND MONUMENT THE BOUNDARY LINES FOR DENVER WATER'S ASHLAND DECENTRALIZATION STATION. (B) COMBINE THE TWO PARCELS DESCRIBED IN BOOK 210, PAGE 181 AND RECEPTION NO. F0107677 INTO ONE PARCEL KNOW AS ASHLAND DECENTRALIZATION STATION 2. STATUTE OF LIMITATIONS DISCLOSURE REQUIRED PER 13-80-105, C.R.S.: NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3. FIELD WORK FOR THIS SURVEY WAS PERFORMED IN THE FIELD DURING DECEMBER, 2016. 4. ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. 5. BASIS OF BEARING: BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 25, T3S, R69W OF THE 6TH P.M. WITH A BEARING OF NORTH 00°19'43" WEST AND IS MONUMENTED AS DEPICTED HEREON. BEARINGS ARE NAD 83/92 COLORADO STATE PLANE CENTRAL ZONE DERIVED FROM GPS METHODS. 6. FLOODPLAIN INFORMATION: THIS PARCEL LIES WITHIN ZONE X, AS SHOWN ON FEMA FIRM PANEL NO. 08059CO218 E WITH AN EFFECTIVE DATE OF JUNE 17, 2003. ZONE X IS DESCRIBED AS: 1.) AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM ANNUAL CHANGE OF FLOOD. 2.) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 7. RIGHT-OF-WAY WIDTHS SHOWN ARE PER RECORD DOCUMENTS. 8. DENVER WATER DOES NOT REQUIRE RIGHT-OF-WAY AND EASEMENTS TO BE SHOWN ON THIS PLAT. LEGAL DESCRIPTION: LOTS 1 TO 12, AND THE NORTH 23 1/2 FEET OF LOT 13, BLOCK 1, LAKESIDE BEING A RESUBDIVISION OF BLOCKS ONE TO SEVEN AND NORTH HALF OF BLOCK 8, OF THE ORIGINAL PLATTING OF LAKESIDE, ACCORDING TO RECORDED PLAT THEREOF, COUNTY OF JEFFERSON STATE OF COLORADO. EXCEPT THAT PORTION OF SAID LOT 1 CONVEYED TO THE CITY OF WHEAT RIDGE BY DEED RECORDED APRIL 14TH, 1993 UNDER RECEPTION NO. F0107677, MORE PARTICULARLY DESCRIBED AS; BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 20.00; THENCE NORTHWEST A DISTANCE OF 28.30 FEET MORE OR LESS TO A POINT ON THE NORTH LINE OF SAID LOT 1, LYING 20.00 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST ALONG SAID NORTH LINE A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 0.979 ACRES OR 42,642 SQUARE FEET, MORE OR LESS. SURVEYOR'S CERTIFICATION: THIS IS TO CERTIFY THAT I, DANIEL J. THOMPSON WAS IN RESPONSIBLE CHARGE OF THE SURVEY WORK DESCRIBED ON THIS PLAT; AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THE INFORMATION PRESENTED HEREIN IS TRUE AND CORRECT; AND THAT THIS PLAT COMPLIES WITH THE CURRENT COLORADO REVISED STATUTES. %0*00*000*p REG/ S -0 0 V0Q o =Q 30832 zoo tip cS',pN%00000 NS �J PLAT DEPOSIT CERTIFICATION: (Required per 38-51-107, CRS -1997) Deposited this day of ------ 20-_--, at ____.M., for information only in book _____ of the County Surveyor's Land Surveys/Right-of-Way Surveys at Page _, Reception Number Signed-------------------------------------- Dept.---------------------------------------- CONSULTAN ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION 'M 'jj1@CQ&jjj0WW 01 "JE VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1» IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT No: 18827 DRAWN BY: MITCHELL CHKD BY: LAPAN/ CHKD BY: M TURNEY/ APPD BY: DATE: OCTOBER 2016 CONTRACT: AS–BUILT DATE: AS–BUILT BY: DRAWING TITLE PLAT G-2 ED DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denverwater.org ASHLAND DECENTRALIZATION STATION LEGEND: (R) = RECORD DIMENSION (M) = MEASURED DIMENSION -�- = FOUND ALIQUOT CORNER DESCRIBED HEREON �1 = SET 1" BRASS MONUMENT STAMPED "D.W.D., LS 30832" �2 = SET NO. 5 REBAR W/ 2-1/2" ALUMINUM CAP STAMPED "D.W.D,, LS 30832" 3 0 = FOUND MONUMENT - 3-1/4" BROKEN BRASS CAP STAMPED "DWD" 4 0 = FOUND MONUMENT - 3-1/4" BRASS CAP STAMPED "DWD LS 16398, 1989" OFFSET NORTH 2.0' 5 0 = FOUND NO. 4 REBAR, BENT 6 O = FOUND MONUMENT - 3-1/4" BRASS CAP STAMPED "DWD 1940" OFFSET N06°19'34"W, 2.01' 07 = FOUND N0. 3 REBAR 8 0 = 1/2" SQUARE PIN 9 0 = FOUND 3/4" SMOOTH METAL BAR = DENVER WATER BOUNDARY LINE = EASEMENT LINE = ALIQUOT LINE = LOT LINE T 1. THE PURPOSE OF THIS SURVEY IS TO: (A) RE-ESTABLISH AND MONUMENT THE BOUNDARY LINES FOR DENVER WATER'S ASHLAND DECENTRALIZATION STATION. (B) COMBINE THE TWO PARCELS DESCRIBED IN BOOK 210, PAGE 181 AND RECEPTION NO. F0107677 INTO ONE PARCEL KNOW AS ASHLAND DECENTRALIZATION STATION 2. STATUTE OF LIMITATIONS DISCLOSURE REQUIRED PER 13-80-105, C.R.S.: NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3. FIELD WORK FOR THIS SURVEY WAS PERFORMED IN THE FIELD DURING DECEMBER, 2016. 4. ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. 5. BASIS OF BEARING: BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 25, T3S, R69W OF THE 6TH P.M. WITH A BEARING OF NORTH 00°19'43" WEST AND IS MONUMENTED AS DEPICTED HEREON. BEARINGS ARE NAD 83/92 COLORADO STATE PLANE CENTRAL ZONE DERIVED FROM GPS METHODS. 6. FLOODPLAIN INFORMATION: THIS PARCEL LIES WITHIN ZONE X, AS SHOWN ON FEMA FIRM PANEL NO. 08059CO218 E WITH AN EFFECTIVE DATE OF JUNE 17, 2003. ZONE X IS DESCRIBED AS: 1.) AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM ANNUAL CHANGE OF FLOOD. 2.) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 7. RIGHT-OF-WAY WIDTHS SHOWN ARE PER RECORD DOCUMENTS. 8. DENVER WATER DOES NOT REQUIRE RIGHT-OF-WAY AND EASEMENTS TO BE SHOWN ON THIS PLAT. LEGAL DESCRIPTION: LOTS 1 TO 12, AND THE NORTH 23 1/2 FEET OF LOT 13, BLOCK 1, LAKESIDE BEING A RESUBDIVISION OF BLOCKS ONE TO SEVEN AND NORTH HALF OF BLOCK 8, OF THE ORIGINAL PLATTING OF LAKESIDE, ACCORDING TO RECORDED PLAT THEREOF, COUNTY OF JEFFERSON STATE OF COLORADO. EXCEPT THAT PORTION OF SAID LOT 1 CONVEYED TO THE CITY OF WHEAT RIDGE BY DEED RECORDED APRIL 14TH, 1993 UNDER RECEPTION NO. F0107677, MORE PARTICULARLY DESCRIBED AS; BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH ALONG THE EAST LINE OF SAID LOT 1, A DISTANCE OF 20.00; THENCE NORTHWEST A DISTANCE OF 28.30 FEET MORE OR LESS TO A POINT ON THE NORTH LINE OF SAID LOT 1, LYING 20.00 FEET WEST OF THE POINT OF BEGINNING; THENCE EAST ALONG SAID NORTH LINE A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 0.979 ACRES OR 42,642 SQUARE FEET, MORE OR LESS. SURVEYOR'S CERTIFICATION: THIS IS TO CERTIFY THAT I, DANIEL J. THOMPSON WAS IN RESPONSIBLE CHARGE OF THE SURVEY WORK DESCRIBED ON THIS PLAT; AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THE INFORMATION PRESENTED HEREIN IS TRUE AND CORRECT; AND THAT THIS PLAT COMPLIES WITH THE CURRENT COLORADO REVISED STATUTES. %0*00*000*p REG/ S -0 0 V0Q o =Q 30832 zoo tip cS',pN%00000 NS �J PLAT DEPOSIT CERTIFICATION: (Required per 38-51-107, CRS -1997) Deposited this day of ------ 20-_--, at ____.M., for information only in book _____ of the County Surveyor's Land Surveys/Right-of-Way Surveys at Page _, Reception Number Signed-------------------------------------- Dept.---------------------------------------- CONSULTAN ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION 'M 'jj1@CQ&jjj0WW 01 "JE VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1» IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT No: 18827 DRAWN BY: MITCHELL CHKD BY: LAPAN/ CHKD BY: M TURNEY/ APPD BY: DATE: OCTOBER 2016 CONTRACT: AS–BUILT DATE: AS–BUILT BY: DRAWING TITLE PLAT G-2 ED DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denverwater.org ASHLAND DECENTRALIZATION STATION Q O t~ O \ d- U rn 3 I U 0 V) I z C.a V) N 00 00 c v� 0 00 U N a i v rn 0 v 3 v c 0) -v ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION SITE PLAK SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY C F WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 6' CEDAR - STOCKADE FENCE RETAINING WALL —� /I PWR P RETAINING WALL STARTS AT GRADE AND INCREASES TO 5' TO THE SOUTH RETAINING WALL S S 0' UKAVLL f'AMKINU LU I int— i n11141114v rrnL.L- D W ==Nam. --= °53 N 8 9'40' 5 8" E 13 3.0 0' (R& M) ..._.H.._ .., ....T...., ARAGE BRICK HOUSE 6' CEDAR STOCKADE FENCE f�I ifwMOMfa fw A%ww"/%♦ 1 I A SCALE: 1 " = 20' Cl: 1 FOOT S� �v. S� �x 'ww �w hAw�. w� ., 6' VINYL WOOD CHAIN LINK FENCE PROPOSED S17E PLAN SCALE: 1 " = 20' Cl: 1 FOOT CONSULTANT ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO: 18827 DRAWN BY: MITCHELL CHKD BY: LAPAN/ CHKD BY: M TURNEY/ APPD BY: DATE: OCTOBER 2016 CONTRACT: AS—BUILT DATE: AS—BUILT BY: DRAWING TITLE EXISTING CONDITIONS & PROPOSED SITE PLAN C-1 DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denverwater.org ASHLAND DECENTRALIZATION STATION a 0 0 N d- \ d- J 3 N J I I 0 V) I z 0 V) 0 I r - N 00 00 C 0) 3 N 00 00 U N O L- CL N L v 0) L- 0 O N v 3 O c O -v ASHLAND DECENTRALIZATION STATION a 0 r; h 0 04d- \ d - N J rn 3 N J I D En V) 0 r` N c0 00 rn rn 3 N 00 00 0 L_ CL En v s / 0) 0 v 3 a� c a� v / ASHLAND DECENTRALIZATION STATION im"ARKING LOT EXTENSION SITE PLAN SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON., STATE OF COLORADO MATCH LINE - SEE L- 1 1.50 CAP UNIT ADHERE TO TOP UNIT W/ CONICADH � (`� `04 ° C5 SEGMENTAL RETAINING WALL---/ ° a IIILO DECIDUOUS TREES s III III=III=� AGG BASE VARIES SEE L-1 UNDISTURBED SOIL 17 -, W0_7 � APPROX EXCAVATION LINE EARTHEN FILL \j\�\ DR AGGR 4°0 (MIN) FLEXIBLE DR PIPE W/ SOCK WRAP CLASS 6 ROADBASE COMPACTED AGG BASE LEVELING PAD 6" THK MIN EARTHEN FILL UNDISTURBED SOIL SECTION B SCALE: 1 " = 1' THIS DWG PLANT MATERIAL LIST QUANTITY SYMBOL SCIENTIFIC NAME COMMON NAME CODE PLANTING SIZE 9 1 (2) Malus 'Red Barron' RED BARRON CRABAPPLE RBC 2" CALIPER EVERGREENS QUANTITY SYMBOL SCIENTIFIC NAME COMMON NAME CODE PLANTING SIZE 8 1 puniperus scopulorum 'Cologreen' COLOGREEN JUNIPER CGJ 8'-10' B&B ►ri QUANTITY SYMBOL SCIENTIFIC NAME COMMON NAME CODE PLANTING SIZE 13 0 Calamagrostis acutiflora 'Karl Foerster' FEATHER REED GRASS KFG 5 GALLON QUANTITY SYMBOL SCIENTIFIC NAME COMMON NAME CODE PLANTING SIZE 2 0 Rhus aromatica "Gro—Low' DWARF FRAGRANT SUMAC DFS 5 GALLON 11 0 Rosa rugosa RUGOSA ROSE RGR 5 GALLON 12 0 Spiraea japonica 'Goldflam:' GOLDFLAME SPIREA GFS 5 GALLON ._....LANDSCAPE PLAN N" I Lti: SCALE: 1 " = 10' 1. TREES AND SHRUBS BEDS — 1162 SQUARE FEET. 2. SOD — 725 SF NSULTANT ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION WHEAT RIDGE SITE PLAN VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT No: 18827 DRAWN BY: M1 TCHELL CHKD BY: LAPAN/ CHKD BY: M TURNEY/ oo APPD BY: DATE: OCTOBER 2016 CONTRACT: AS—BUILT DATE: AS—BUILT BY: WING TI L-2 DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denverwater.org IA A i O O rn V) 04 00 00 c CP co 0) CN 00 00 O 0 c ASHLAND DECENTRALIZATION STATION ASHLAND DECENTRALIZATION STATION PARKING LOT EXTENSION - SITE PLP D IN THE SOUTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON. STATE OF 1 _,m*,w4w4www. W"WM,46,�m a, ,a && — 1 . r . ,. / . , . ,-' , 1 .-. . r e , -• t . r . F [ ( 1 ' t . 1 , • , ^ 1 1 1 e e s , e i • 1 , . 1 : , , . . . 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I i�oT 0 I:■... %i&1F Q O r O N d- d - r LJ Q O O ii (A z c (A (\ oc oc I %VI If—/ %I I V"%M#L-19 1 1 \I 14`1`I 11 ivi 11 v Nix 11%0119 �v fn I � in-" LED Area Lighting EALP r irrent n e pRESS powered by GE '� Product Features The GE Evolver" LED Area Light, EALP, is optimized for customers needing an energy saving LED solution while adding flexibility, style and scalability at at higher LPW than our standard EALS Area Light The EALP luminaire offers a wide range of optical patterns, color temperatures, lumen packages, and mounting configurations to best optimize area light applications, as well as provide versatility in lighting design within the some form -factor. The fixture features innovative heat sinking that produces thermal stability over life in an extremely lightweight housing, while meeting a 3G vibration rating tested on 3 -axis. This area light meets DLC Premium and Standard requirements for lumen maintenance and superior LPW. The EALP has a product -wide lumen maintenance at L90 @ 50k hours and up to 126LPW. The Universal Mounting Arm option will provide installers the ability to mount the EALP on round poles ranging in size from 2.38" to 6" in diameter or on square poles. In addition, it has a slide feature, enabling a more universal bolt pattern when faced with many existing bolt patterns in the field. This feature will save both time and money for the contractor and end users. Add the fact that the luminaire weighsjust 26-28 lbs - making the EALP truly ideal for installers' needs! The GE Evolver" LED Area Light is intended to replace up to 1000W MH luminaires. It features 0-10V or DALI dimming, along with LightGridTM wireless control compatibility and is available with optional programmable motion sensing for additional energy savings and Title 24 compliance. Applications • Site, area, roadway and general lighting applications utilizing advanced LED optical system providing high uniformity, excellent vertical light distribution, reduced offsite visibility, reduced on-site glare and effective security light levels. • Ideal for large retailers, commercial to medical properties, and big box retailers. Also suitable for roadways. Housing • Slim architectural design incorporates an integral heat sink and light engine, ensuring maximum heat transfer, and long LED life. • Die cast aluminum housing • 3G vibration per ANSI C136.31-2010 LED & Optical Assembly • LM -79 tests and reports in accordance with IESNA standards • 70CRI at 3000K, 4000K and 5000K • Distributions: II, III, IV, V (short & medium) • Upward Light Output Ratio (ULOR) = 0 Lumen Maintenance Projected L90 > 100,000 hours per IES TM -21 Projected Lxx per IES TM -21 at 25 OC for reference: L' EA n' __ L98 I L95 90 ___j NOTES. 11 Projected l.m based an LM80110.000 hour tesbngl. 2! DOE Lighting Facts Venfication Testing Tolerances apply to initial luminous flux and lumen maintenance measurements. Lumen Ambient Temperature Factors: 10 1.02 20 1.01 ! 2s 1.00 r I_ 30 0.99 L__ 35 0.98 C, • aQ cUL Listed • (S) UL 1598 Listed Suitable for Wet Locations • IP65 optical enclosure per ANSI C136.25-2013 • Temperature Rated -400C to +400C • Title 24 compliant (w/ "H" motion sensor option) Complies with the material restrictions of RoHS. DLC Premium qualifiedmodelsavailable. Please refer to for complete information. Mounting C C1 = Integral Slipfitter 2" Pipe (2.378 in. ON supplied with leads. Option C D1= Universal Mounting Arm, fitted for round or square pole mounting supplied with 16/3 3ft cable. Option • K1= Knuckle Slipfitter for 1.9 in. -2.3 in. OD Tenon with leads. Restricted aiming angle 00 to +450. Option S • S1= Knuckle Slipfitter for 2.3in. - 3.Oin OD Tenon with leads. Restricted aiming angle 00 to +450. Option V • V1= Knuckle Wall Mount with leads. Restricted aiming angle 00 to +450. Finish • Corrosion resistant polyester powder paint, minimum thickness 2.0 mil. • Standard colors: Black & Dark Bronze. • RAL & custom colors available. Electrical • 120-277 VAC and 347-480 VAC available. • System power factor is >90% and THD <20%. • ANSI C136.417 -pin dimming receptacle, standard. ANSI photo electric sensors (PE) available for all voltages. Light Grid compatible. • Dimming/Occupancy: - Wired 0-10V continuous dimming - DALI digital dimming. Contact manufacturer for availability. - Standalone motion sensor based dimming using "H" option code. • Surge Protection per ANSI C136.2-2015. - 6kV/3kA "Basic" surge protection, standard. - 10kV/5kA "Enhanced" surge protection optional. �Vcrranty • 5 Year Standard Accessories • Photoelectric Controls (see page 7) • Light Shields (see OLP3120 Shielding for EAL Area Light Fixtures) '' • DLC Standard qualified models available. Please refer to -r- g,r, �r*s-r ire-forcompleteinformation. 4rde" -,gin. EvolveTM LED Area Light (EALPI EALP 01 ',s `..L a: —&NERATICIN VOLTAGE• rr _ Da; i, • • :i E = Evohre 02-19 0 .120-277• ' SM=Symmetric AL = Areo Light Generation 1 =120 Medrum P = Premium 2 = 208 SW = Symmetric 3 =240 Wide 4 =277 AF= Asgmmetric 5 = 480 FMvord D = 347 AW = Asymmetric H=347-480* Wide * Not available AN = Asymmetric with Fusing. Narrow Must choose AA = Asymmetric a descreet Auto voltage with 01= Uniuetsol F Option L = Tool -Less Entry 7 — -- — — -- ---- --- 7=701miN 30=3000K N= Dimming A= ANSI7-pin CS = Integral GRAY = Gra F = Fusing 40 = 4000K III PE PE receptacle Slip -fitter 2" BUCK - BMck H = Mobon 50.50DOK teceptade Ino control) Pipe 12.378 in. DKB2 = Dark Sensor D = External 0 -ANSI 7 -pin ODp , Bronze J = cUUCanada Dimming PE rec4tode 01= Uniuetsol WHITE = White L = Tool -Less Entry 18/2 3ft with shorting Mounting 140 R = Enhanced Surge Protection cable cappro+ndeedd Armt fitted for EALP01_F5SM740 (1okV/5kA) All constructions Note: See round or square Pole H5 S3 = Rotated Leftt S2 = Rotated Rightt with supplied with ANSI h accessories section accessories page mounting— 84 -UO -G2 M = NOM031(Mexicol* 7 -pin Receptacle 7 for PE Control KI = Knuckle Slipfitter for .IES U = DAU dimming+" V = 3 -Position Terminal Block Note: Standard ordering 1.9 in - 2.3in. Symmetric Medium 7001= Special Options dimming 0-10V 220 OD Tenon* ++ 51 = Knuckle 65-U0-0 ' ContactManufacturer for availability .IES EALP01 J5SM740 Slipfitter for EALP01_J5SM750 +Compatible voth UghtGrid 2.0 nodes K5 2.3in. - 3.Oin 28300 Not compatible at 347-480V or with 274 BS -UO -G3 OD Tenon* ++ EALP01 K5SM730 motion sensor control t For aimed left or right light distribution EALP01 K5SM740 .IES V1 = Knuckle Wall Mount* ++ IES orientation, as assembled in manufacturing. LS Symmetric Medium 31700 33600 Not applicable for Symmetric Distributions. 135 -UO -G4 135 -UO -G4 * pplied with Su IES EALPOl_L5SM740 .IES EALP01 L5SM750 leads MS Symmetric Wide 8000 ** Supplied with 67 ru. B3 -UO -G1 EALP01 M5SW730 16/3 3ft cable EALP01 M5SW740 ra. _EALP01 M5SW750 IES ++ Restricted Aiming NS Symmetric Wide 10000 10600 Angle 0*to+45° 63 -UO -GI Lsn1S21 Right C521 lES FILE NUMBER CS Symmetric Medium 7500 8000 67 83 -UO -G2 133 -UO -G2 EALP01_C5SM730 .IES EALP01 C5SM740 IES EALP01_C5SM750 .IES i D5 Symmetric Medium 9400 10000 69 B3 -UO -G2 63 -UO -G2 EALP01_D5SM730 IES EALP01 D5SM740 .IES EALP01 D5SM750 .IES FS Symmetric Medium 14100 15000 140 84 -U0 -G2 64 -UO -G2 EALP01_F5SM730 IES EALP01_F5SM740 .IES EALPOI F5SM750 .IES H5 Symmetric Medium 18800 20000 183 84 -UO -G2 84 -UO -C2 EALP01 HSSM730 IES EALPOIH5SM740 .IES EALPOIH5SM750 .IES I J5 Symmetric Medium 23500 25000 220 B5 -UO -G3 65-U0-0 EALP01 J5SM730 .IES EALP01 J5SM740 JES EALP01_J5SM750 .IES K5 Symmetric Medium 28300 30000 274 BS -UO -G3 135 -UO -G3 EALP01 K5SM730 IES EALP01 K5SM740 .IES EALP01 K5SM750 IES > LS Symmetric Medium 31700 33600 330 135 -UO -G4 135 -UO -G4 EALP01 L5SM730 IES EALPOl_L5SM740 .IES EALP01 L5SM750 .IES MS Symmetric Wide 8000 8500 67 83 -UO -G1 B3 -UO -G1 EALP01 M5SW730 .IES EALP01 M5SW740 .IES _EALP01 M5SW750 IES ~ NS Symmetric Wide 10000 10600 89 63 -UO -GI 83-1.10-Gl EALP01 N5SW730 .IES EALP01 N5SW740 IES EALP01_N5SW750 .IES Q5 Symmetric Wide 15100 16000 140 63 -UO -G2 B4 -1.10-G2 EALP01_Q5SW730 IES EALPOl_Q5SW740 .IES EALP01_05SW750 .IES S5 Symmetric Wide 20100 21300 183 84 -UO -G2 B4-LI06Q EALP01 S5SW730 IES EALP01 S5SW740 IES EALPOl SSAM50 JES TS Symmetric Wide 25200 26700 220 B4 -UO -G2 B4 -UO -G2 EALP01 T5SW730 IES EALP01_T5SW740 JES EALP01 T5SW750 .IES U5 Symmetric Wide 30200 32000 274 B5 -UO -G2 B5 -UO -G2 EALP01_U5SW730 IES EALP01 U5SW740 .IES EALP01 U5SW750 IES V5 Symmetric Wide 33800 35900 330 85 -UO -G2 B5 -UO -G3 EALPOl_V5SW730 .IES EALP01_V5SW740 IES EALP01_V5SW750 IES CA mm AsyetncForkd 7000 7500 73 B1 -UO -G2 Bi -60.02 EALP01- C-4-47 0 IES EALPOI C4AF740 IES EALP01„C4AF150 JE5 D4 Asymmetric Forward 9400 10000 93 82 -UO -G2 B2 -UO -G2 EALP01 D4AF730 IES EALP01D4AF740 IES EALP01D4AF750 IES F4 Asymmetric Forward 14100 15000 136 B2-1.10-0 B2 -UO -G3 EALPO:F4AF730 IES EALP01_F4AF740 JES EALP0I_F4AF750 IES H4 Asymmetric Forward 18800 20000 183 83 -UO -G4 63 -UO -G4 EALP01 H4AF730 .IES EALP01 H4AF740 IES EALP01 H4AF750 IES J4 Asymmetric Forward 23500 25000 220 133-1_10-G4 B3 -U0 -G4 EALP01 J4AF730 JES EALP0I_J4AF740 .IES EALP01 AAF750 .IES K4 Asymmetric Forward 28300 30000 274 B3 -UO -G4 83 -UO -G5 EALP0I_K4AF730 AS EALP01 K4AF740 IES EALP01_K4AF750 IES I L4 Asymmetric Forward 31700 33600 330 B3 -UO -G5 83-1.10-G5 EALP0I_L4AF730 .IES EALP01L4AF740 IES EALP0I_L4AF750 .IES C3 Asymmetric Wide 7500 8000 73 Bl-UO-Gl 82 -UO G2 EALPOl C3AW730 IES EALP01 C3AW740 IES EALP01 C3AW750 IES D3 Asymmetric Wide 10000 10600 93 82 -UO -G2 82 -UO -G2 EALP01 D3AW730 IES EALP01 D3AW740 IES EALP01 D3AW750 .IES W F3 Asymmetric Wide 15100 16000 136 82 -UO -G2 82 -U0 -G2 EALP01'F3AW730 .IES EALP01 F3AW740 .IES EALP01 F3AW750 IES . H3 Asymmetric Wide 20100 21300 183 B3 -UO -G2 B3 -U0 -G2 EALP01_H3AW730 IES EALP01_H3AW740 IES EALP01_H3AW750 IES J3 Asymmetric Wide 25200 26700 220 133 -UO -G3 83-60-03 EALP01_J3AW730 IES EALP01_J3AW740 .IES EALP01_J3AW7S0 IES j K3 Asymmetric Wide 30200 32000 274 B3 -UO -G3 B3 -UO -G3 EALP01_K3AW730 .IES EALP01_K3AW740 .IES EALPOlK3AW750 .IES L3 Asymmetric Wide 33800 35900 330 B3 -UO -G4 83 -UO -G4 EALP01 BAW730 IES EALP01 L3AW740 IES EALP01 C2 Asymmetric Narrow 7300 7800 73 B2 -UO -G2 62 -UO -G2 EALP01 C2AN730 .IES EALP01 C2AN740 .IES EALP0I_C2AN750 .IES .IES D2 Asymmetric Narrow 9800 10400 93 132 -UO -G2 82 -UO -G2 EALP0I_D2AN730 IES EALP0I_02AN740 .IES EALP0I_D2AN750 .IES W F2 Asymmetric Narrow 14700 15600 136 83 -UO -G3 B3 -UO -G3 EALPOI_F2AN730 .IES EALP0I_F2AN740 .IES EALP01 F2AN750 .IES H2 Asymmetric Narrow 19600 20800 183 B3 -UO -G3 83 -UO -G3 EALP01 H2AN730 AS EALP01 H2AN740 IES EALP01 H2AN750T.IES J2 Asymmetric Narrow 24500 26000 220 133-1_10-G3 83-1.10-G3 EALPOI_J2AN730 .IES EALP01J2AN740 IES EALP01J2AN750-1ES K2 Asymmetric Narrow 29400 31200 274 133 -UO -G3 B3 -UO -G3 EALP01_K2AN730 .IES EALP0I_K2AN740 IES EALP0I_K2AN750 IES L2 Asymmetric Narrow 33000 34900 330 B3 -UO -G4 84 -UO -G4 EALPOI L2AN730 .IES EALPOI L2AN740 .IES EALP01L2AN750 IES o KA Asymmetric Auto 32700 34600 274 134 -UO -G3 84-1.10-0 EALP0I_KAAA730 IES EALP01_KAAA740 IES EALP01_KAAA750 IES a' LA Asymmetric Auto 36600 38800 330 B4 -UO -G3 B4-1.10-0 EALP0I_LAAA730 .IES EALP0I_LAAA740 IES EALP0I_LAAA750 IES EvolveT" LED Area Light (EALP) EALP Type V - Symmetric Medium (LS) EALP Type V - Symmetric Wide (V5) 33,600 Lumens, 5000K (EALPO1_L5SM750_.IES) 35,900 lumens, 5000K (EALPO1_V5SW750_.IES) Grid Distance in Units — Vertical plane through horizontal angle of Mounting Height at 40' Initial of maximum candlepower at 90' Footcandle Values at Grade — Vertical plane through horizontal angle of 58' EALP Type IV - Asymmetric Forward (L4) 33,600 Lumens, 5000K (EALPO1_L4AF750_ IES) Grid Distance in Units of Mounting Height at 40' Initial Footcandle Values at Grade — Vertical plane through horizontal angle of maximum candlepower at 0' Vertical plane through horizontal angle of 58' EALP Type II - Asymmetric Narrow (L2) 34,900 Lumens, 5000K (EALPO3_L2AN750_.IES) Grid Distance in Units of Mounting Height at 40' Initial Footcandle Values at Grade Grid Distance in Units of —Vertical plane through horizontal angle Mounting Height at 40' Initial of maximum candlepower at 70' Footcandle Values of Grade — Vertical plane through horizontal angle of 52' EALP Type III - Assymetric Wide I0) 35,900 Lumens, 5000K (EALP03_L3AW750_ IES) Grid Distance in Units — Vertical plane through horizontal angle of Mounting Height at 40' Initial of maximum candlepower at 20' Footcandle Values at Grade — Vertical plane through horizontal angle of 51' EALP - Asymmetric Auto (LA) 38,800 Lumens, 5000K (EALP01_LAAA750_ IES) — Vertical plane through horizontal angle Grid Distance in Units of — Vertical plane through horizontal angle of maximum candlepower at 65' Mounting Height at 40' Initial of maximum candlepower at 0' — Vertical plane through horizontal angle of 59' Footcandle Values at Grade — Vertical plane through hortzontal angle of 47' Product Dimensions Evolver" LED Area Light (EALP) Slipfitter Mount R11.465 in. [R291 mm] TOP VIEW SIDE VIEW 4.3 in. (109 mm] 1.9 in. (48 mm] Knuckle Mount TOP VIEW 4.3 in. 10.0 in. [109 mm] [254 mm]R11.465 in. [R291 mm] 1.9 in. [48 mm] FRONT VIEW • KNUCKLE SLIPATTER ARM MOUNT 0" TO 45° AIMING RANGE I 771i- r, -- - - -- ■I:1� SIDE VIEW FRONT VIEW rn,ri l ^f nl ^nC1-)r;c EvolveT" LED Area Light (EALP) 4.4 in. [112 mm] 2.7 in. [68 mm] 1.3 in. (33 mm] Universal Arm Mount TOP VIEW 1.8 in. (44 mm] MIN T- 6.4 in. 7.7 in- 4.3 in. (162 mi] MAX 1197 mm] [109 mm] rR11.465in. 1.9 in. 2.5 in. [R291 mm] 148 mm] (63 mm] SQUARE POLE MIN BACK VIEW SIDE VIEW Knuckle Wall Mount TOP VIEW o ®o 4.3 in. a (109 mm] R11465 in. 1.9 in. (R291 mm] [48 mm] BACK VIEW SIDE VIEW FRONT VIEW 4.375 in. 0.438 in. (111 mm] (011 mm] 2.874 in. (73 mm] Wall Mount Hole Pattern FRONTVIEW Approximate Net Weight: 26-28 lbs (11.79 kgs -12.97 kgs) Effective Projected Area (EPA): - Knuckle Slipfitter S1, 450 aim, EPA = 2.45 - Knuckle w/Slipfitter S1, downward aim, EPA = 0.73 - Universal Arm Mount D1, EPA = 0.54 - Knuckle Wall Mount V1, 45° aim, EPA = 0.77 sq ft min and 1.43 sq ft max - Integral Slipfitter C1, EPA = 0.63 EvolveT" LED Area Light (EALP) PE Accessories (to be ordered separately) 93029237 PED -MV -LED -7 ANSI C136.41 Dimming PE, 120-277V 93029238 PED -347 -LED -7 ANSI C136.41 Dimming PE, 347V 93029239 PED -480 -LED -7 ANSI C136.41 Dimming PE, 480V H -Motion Sensinq Option 28299 PECOTL STANDARD 120-277V 28294 PECSTL STANDARD 480V 80436 PECDTL STANDARD 347V 73251 SCCL-PECTL Shorting cap • Intended for applications, between 15-30 ft. mounting height. (4.57-9.14m). For mounting heights exceeding 30 ft., pole mounted sensors are recommended. Provides a coverage area radius for walking motion of 15-20 ft. (4.57-6.10m). Provides 270° of coverage (-90° is blocked by the pole). Standard factory settings: - 50% output when unoccupied, 100% output occupied. - Integral PE Sensor. - 5 minute post -occupancy time delay, 5 minute dimming ramp -down. Fixture power increase of 1W expected with sensor use. Note: Standard options may be reprogrammed in the field. Reprogramming instructions included in product shipment. Sensing Pattern Area Fixture Up to 30 ft `•counting Height Mounting Information - f .' 1 ; Order separately with Mounting Option C1 (Slipfitter) 3.5 TO 4.5 -inch (89 to 114mm) SQUARE (WILL ALLOW 4 FIXTURES PER POLE (P 90 DEGREES.) 70 m o � /n m ( 01 ORDER SEPARATELY FROM FIXTURE AS CATALOG NUMBER SPA-EAMT10B LCK 'Black" SPA-EAMT10DKBZ "Dark Bronze" ROUND POLE MOUNTING ARM DRILLING TEMPLATE 3.5 TO 4.5 -inch (89 to 114mm) OD (WILL ALLOW 4 FIXTURES PER POLE @ 90 DEGREES.) o �, 70S, j 007 0 I 0 ORDER SEPARATELY FROM FIXTURE AS CATALOG NUMBER RPA-EAMT10BLCK "Black" RPA-EAMT10DKBZ "Dark Bronze" SQUARE POLE MOUNT!nPI!_f-I�IG T=MPi_,ATE 0.438 in. [011 mm] (2 Places) 5.250 in. [133 mm] 2.196 in. [56 mm] 4.392 in. [112 mm] 0 0.750 in. [019 mm] 0.656 in. [17 mm] 1.312 in. [33 mml ROUND POLE MOUNTING DRILLING TEMPLATE 3.5 TO 4.5 -inch (89 to 114mm) OD round pole mounting arm .312 in. DIA.... [8 mm DIA.] I -- 438 in DIA �`- -- - 5.250 in. [133 mm MIN.] 1.812 in. I (11 mm DIA.] (2 Places) I I.438 46 mm ---1 [ 5 in. 2.719 in. (138 mm] _ .750 in. DIA. [69 mm] [19 mm DIA.] j Hole llfrii r��,rfjr,n C3ri-,r�dp} !`_,rink}Or �)!'�te ORDER SEPERATELY FROM FIXTURE AS CATALOG NUMBER W M B-EAMT06 'NOTE: For Wall Mounting, order luminaire with mounting arm: C1= Slipfitter 2" Pipe (2.378 in. ODI supplied with leads. Other mounting patterns are available for retrofit installations. Contact manufacturing for other available mounting patterns. www.currentbyge.com All trademarks are the property of their respective owners. Information provided is subject to change without notice. All values are design or typical values when measured under laboratory conditions. Current, powered by GE is a business of the General Electric Company. ® 2017 GE. OLP3113(Rev 01/24/17) Rev. 5/2014 C 11% Of W heat I isle CO1v1N1UNr1Y DEVELOPMENT Submittal Checklist: Site Plan Project Name: Asland Decentralization Station Parking Lot Extension Project Location: 5260 W. 29th Ave. , Wheat Ridge 80214 Application Contents: The site plan is used to confirm that new development, redevelopment, or significant fagade improvements meet all applicable zoning or design standards. The following items represent a complete site plan application. X 1. Completed, notarized land use application form X 2. Application fee ✓ X 3. Signed submittal checklist (this document) X 4. Proof of ownership—e.g. deed NA 5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) ✓X6. Written request and description of the proposal X 7. Plan set—including site plan, landscape plan, building elevations, streetscape plan, photometric X Two (2) full size paper copies (24" x 36") X One (1) reduced size paper copy (11" x 17") NA 8. One (1) color reduction of building elevations NA 9. Civil documents, if required x10. Electronic (Adobe .pdf) files of all submittal documents—these may be provided via email, CD, DVD, or USB flash drive Form and content of Plan Set: Site Plan Note: Depending on the size of the site, it may be necessary to provide one Project information overall site plan and additional pages to X 1. Title of document—centered at top of page show the location of all buildings, x2. Vicinity map fences, signs, parking, etc. 3. Scale and north arrow—scale not to exceed 1 "=100' X 4. Date of plan preparation and name/address of who prepared the plan X 5. Legal description x6. Appropriate signature blocks—see cover sheet handout X 7. Signed surveyor's certification NA8. Case history with applicable land use case numbers X9. Statement of proposed uses and compliance with zoning X 10. Site data in tabular form (numeric and percentage), including the following: X a. Total area of property, gross and net X b. Building coverage X c. Amount of open space required and provided—include breakdown of usable open space, hardscaped open space, and landscaped open space X d. Number of parking spaces required and provided NA e. Gross floor area by use NA f. Number of residential units and density NA11. Justification of provided parking ratio, especially where shared parking is proposed Community Development Department - (303) 235-2846 - www.ci.wheatridge.co.us Sample Site Data Table [more or less information may be required depending on the development proposal] Existing zoning Proposed land use Total area acre /sq ftgross acres/s ft net Lot # acres/s ft Lot #[acres/sq ft Floor area by use Use sq ft Use sq ft Graphical information X 12. Legend X 13. Property lines and dimensions x14. Adjoining property lines, buildings, access, and parking X 15. Location of improvements that are proposed and those that are existing and will remain: _Nga. Buildings—identify floor area, setback dimensions, proposed land use fib. Parking and loading areas—identify handicap parking X c. Open space/landscaping—identify size (sq ft) and type (eg living, sod, hardscape) X d. Fences, walls, or hedges—identify height and material X e. Exterior lighting _tsAf. Signs—identify type and height NA g. Trash containers or storage area—identify height and material of screen walls ugh. Areas for outside storage/display—identify height and material of screen walls X 16. Easements, utilities, or other encumbrances that may impact development X17. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams—if applicable NA 18. Streets and rights-of-way both adjacent and within the site—include names, widths, location of centerlines NA19. 100 -year floodplain—if applicable Landscape Plan X1. Title of document (centered at top of page) x2. Scale and north arrow (scale not to exceed 1 "=100') X 3. Legend x4. Property lines and dimensions X 5. Proposed buildings and parking areas X 6. Proposed open space/landscape areas—identify dimensions/square footage X 7. Proposed materials for all landscape and hardscape areas—identify type of ground cover, pavers, and plant material Required Proposed Building coverage % max / sq ft max % / sq ft Open space/landscaping % min / sq ft min % / s ft Useable % min / sq ft min % / sq ft Sod % max / sq ft max % / sq ft Hardsca e % max / sq ft max % / sq ft Parkin Standard # # Accessible # # Bicycle # # Graphical information X 12. Legend X 13. Property lines and dimensions x14. Adjoining property lines, buildings, access, and parking X 15. Location of improvements that are proposed and those that are existing and will remain: _Nga. Buildings—identify floor area, setback dimensions, proposed land use fib. Parking and loading areas—identify handicap parking X c. Open space/landscaping—identify size (sq ft) and type (eg living, sod, hardscape) X d. Fences, walls, or hedges—identify height and material X e. Exterior lighting _tsAf. Signs—identify type and height NA g. Trash containers or storage area—identify height and material of screen walls ugh. Areas for outside storage/display—identify height and material of screen walls X 16. Easements, utilities, or other encumbrances that may impact development X17. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams—if applicable NA 18. Streets and rights-of-way both adjacent and within the site—include names, widths, location of centerlines NA19. 100 -year floodplain—if applicable Landscape Plan X1. Title of document (centered at top of page) x2. Scale and north arrow (scale not to exceed 1 "=100') X 3. Legend x4. Property lines and dimensions X 5. Proposed buildings and parking areas X 6. Proposed open space/landscape areas—identify dimensions/square footage X 7. Proposed materials for all landscape and hardscape areas—identify type of ground cover, pavers, and plant material X 8. Schedule of proposed plantings, including: Xa. Amount of open space required and provided—include breakdown of usable open space, hardscaped open space, landscaped open space, required and provided shrubs, required and provided trees, required and provided street trees X b. Species name—common and botanical X c. Quantity of each species xd. Size of plants/trees—gallon size of container, caliper or height of trees xe. Type of ground cover _Ngf. Quantity of ground cover—identify total size in square feet and as a percentage of total open space Xg. Supplementary notes—regarding irrigation, size of plant container, balled and burlapped, depth of non -living material/rock/bark, etc Sample Landscape/Plant Schedule [more or less information may be required depending on the development proposal] Trees Required Botanical Name Proposed Open sace/landsca in % min / sq ft min % / sq ft Useable % min / sq ft min % / sq ft Sod % max / s ft max % / s ft Hardsca e % max / s ft max % / s ft On-site trees # ft # % max / s On-site shrubs # ft # Street trees # # Trees Qty Botanical Name Common Name Ground floor transparency Shrubs Qt Botanical Name Common Name %/s ft Fa ade B % min / sq Street Trees Qty Botanical Name Common Name Fa ade A % max / sq Building Elevations NA1. Title of document (centered at top of page) 2. Detailed elevations for each fagade _NA3. Detailed elevations for accessory structures N 4. Detailed elevations for trash enclosures/screen walls n 5. Material and color information _p,g6. Structure dimensions—overall building height, overall building width, floor -to -floor heights NA 7. Summary table of materials and transparency by fagade—where material or transparency standards apply, include a table identifying required and proposed materials Sample Building Materials Summary [more or less information may be required depending on the development proposal] Re uired Proposed Ground floor transparency Fa adeA % min /s ft min %/s ft Fa ade B % min / sq ft min % / s ft Secondary material EIFS/CMU/metalpanels/siding .. Fa ade A % max / sq ft max % / s ft Fa ade B % max / s ft max % / s ft Streetscape Plan It may be possible to combine this sheet with the Landscape Plan as long as public street trees are disaggregated in the plant schedule. Refer to the Wheat Ridge Streetscape Design Manual for streetscape design requirements. _Ng1. Title of document (centered at top of page) _NA_2. Scale and north arrow (scale not to exceed 1 "= 100') _UA_3. Location of all existing and proposed streetscape elements/furnishings, including: a. Sidewalk and amenity zones—location, dimensions, materials b. Street trees—identify spacing dimensions c. Street lights d. Pedestrian lights _e. Street furniture—benches, trash cans, etc f. Bus stops g. Signs h. Irrigation system i. Utilities and utility boxes j. Curbs and ADA ramps NA 4. Schedule of proposed plantings, including: a. Species name—common and botanical _b. Quantity of each species c. Size of plants/trees—gallon size of container, caliper or height of trees d. Type of ground cover e. Quantity of ground cover—identify total size in square feet and as a percentage of total open space f. Supplementary notes—regarding irrigation, size of plant container, balled and burlapped, depth of non -living material/rock/bark, etc NA7. Schedule of proposed streetscape furnishings, including: a. Manufacturer b. Product number c. Color d. Quantity Photometric Plan x1. Title of document (centered at top of page) 2. Scale and north arrow (scale not to exceed 1"= 100') x3. Site plan showing the location of all exterior lights and a numerical grid of lighting levels in foot candles or as isoilluminance curves X 4. A fixture schedule that includes all luminaries shown on the plan and specs for each fixture: X a. Manufacturer and model X a. Fixture type and wattage X b. Mounting height of all fixtures x5. Cut sheets showing the design and finishes of all fixtures, including designation of cutoff fixtures Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre -application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe . pdf file is required): NA 1. Trip generation letter or traffic study x2. Drainage report _N,43. Soils report NA4. Erosion control plan As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need tobe m e after the second (2'd) full review, I will be subject to the applicable resubmittal fee. Signature: Date: 01//O—O/ 7 Name (please print): -t W 0T*j'1 L—A A tii Phone: City of Whe, at-ge COMMUNITY DEVELOPMENT Submittal Checklist: Special Use Permit Project Name: Ashland Decentralization Station Parking Lot Extension Project Location: 5260 W. 29th Ave., Wheat Ridge CO 80214 Application Contents: A special use permit (SUP) is required for approval of a special use in any zone district. The following items represent a complete SUP application: X1. Completed, notarized land use application form x2. Application fee _X_3. Signed submittal checklist (this document) _X4. Proof of ownership—e.g. deed _NA5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) NA6. Mineral rights certification form x7. Written request and description of the proposal x Include a response to the SUP review criteria—these are found in Section 26-114 of the municipal code Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre -application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required): Ng1. Site plan application—required if new development is proposed with the SUP NA_2. Proposed building elevations _Ug3. Trip generation letter or traffic study _4. Drainage report Rev. 5/2014 As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to be made after the second (2"d) full review, I will be subject to the applicable resubmittal fee. Signature: Date: ' (A Z6 l i Name (please print): `Hi{( `f L-""Aw Phone: 303— (vZ,?— ('325 Community Development Department • (303) 235-2846 - www.ci.wheatridge.co.us City of W heat I ,dge COMMUNITY DEVELOPMENT Submittal Checklist: Variance Project Name: Ashland Decentralization Station Parking Lot Extension Project Location: 5260 W. 29th Ave., Wheat Ridge CO 80214 Application Contents: A variance provides relief from the strict application of zoning standards in instances where a unique physical hardship is present. The following items represent a complete variance application: Rev. 5/2014 X 1. Completed, notarized land use application form x2. Application fee x3. Signed submittal checklist (this document) __X_4. Proof of ownership—e.g. deed NA 5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) N6. Written request and description of the proposal x Include a response to the variance review criteria—these are found in Section 26-115 of the municipal code X Include an explanation as to why alternate designs that may comply with the zoning standards are not feasible x Include an explanation of the unique physical hardship that necessitates relief N7. Survey or Improvement Location Certificate (ILC) of the property X 8. To -scale site plan indicating existing and proposed building footprints and setbacks X 9. 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F0107677 6.00 230 RECORDED IN JEFFERSON COUNTY, COLORADO WARRANTY DEED THIS DEED, Made this' 30f--4 day of /-',1/ G v S T 1995, hetween ELIZABETH SIMONS MILES REVOCABLE TRUST PG: 0001-001 9/30/95 10:34 of the •county of Jefferson State of Colorado, grantor, and CITY AND COUNTY OF DENVER, acting by and through its BOARD OF WATER COMMISSIONERS, a municipal Xcorporation organized and existing under and by virtue of the laws of the State of Colorado , grantee: whose legal address is 1600 West 12th Avenue Denver, Colorado 80254 WITNESSETH, That the grantor, for and in consideration of the sum of SEVENTY-SIX THOUSAND FIVE HUNDRED AND 00/100 ($76,500) ----------------------------------------- DOU.An, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell. convey and confirm, unto the grantee, its sumessors and assigns forever, all of the real property, together with impnrvements, if any, situate, lying and j being in the County of Jefferson and State of Colorado, described as follows: LL i Lot 12 and the North 23 1/2 feet of Lot 13, Block 1, in Lakeside, being a resubdivision of Lots 1 to 7 and North zeU-) 1/2 of Block 8 of the original platting of Lakeside. tT aC>vr i 2.'l I I uStLi � i also known by stmt and number as: 2833 Sheridan Boulevard TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging or in anywise appertaining, and the reversion and reversions. remainder and remainders, rents. issues and profits thereof. and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances.unto the grantee, its successors and assigns forever. And the grantor, for himself, his heirs and personal representatives, does covenam, grant. bargain and agree to and with the grantee, its successors and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perkct. absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full paver and lawful authority to grant, bargain, sell and convey the sane in manner and form as aforesaid, and that the same are free andclearfmm all fanner and othergrams, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except 19 9 5 , real property taxes, which shall be apportioned to the date of delivery of the deed on the basis of the 1994 taxes payable in 1995, and all recorded easements, rid iigns, reservations, and rights-of-way disclosed by the title antor EMS will WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable possession of the grantre, its successors and assigns. against all and every person or persons lawfully claiming the whole orany part thereof. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, The grantor has executed this deed on the date set forth above. i! ELIZABETH SIMONS MILES REVOCABLE TRUST W By:, ui ' I Ay��r I, y 9 STATE OF COLORADO, ss. G /;7k .pwe0 County of JJ�.t ✓r r 111111 I � �t The foregoing instrument was acknowledged before me this 3 O /__h day of 1`0 d's i , 1995 i LL by MARTHA JANE TAYLOR, TRUSTEE of the ELIZABETH SIMONS MILES REVOC- 0 �7! ABLE TRUST My commission expires SL �ra�iu Bt -Z .2 W C5� % WTINE68,ioy hand andofficial seal. Wbb. ]� 'ljin Delmer, iiwdrl '!Ei}y atd." Name anal Address of Person Ci—ting Newly Created Leta) Descnmwn 1§ 38-35.106.5. CAS.) i . _�. ._.....__ .— _ _.---- .._. ...-._ ___ - __. .. _ - No. 952. Rev.'}gS. WARRANTY DEED ito Owpuratiou) Fm Photographic Record Bradford Publishing.1743Wazec St..Dct r.CO80202--t303)292.2'00--3�90 DENVER WATER 1600 West 12th Ave 303.6080204-3412 303.62 8 8..6000 denverwater org Meredith Reckert Senior Planner City of Wheat Ridge Community Development 7500 W. 29th Avenue Wheat Ridge, CO 80033 RE: SUP and Variance Request and Application Denver Water owns and operates our Decentralization Station at 5260 W. 29th Ave., Wheat Ridge, CO 80214. We currently stage 3 service crews out of this facility which encompasses tandem dump trucks, backhoes with trailers, shoring trailers and a variety of equipment needed to respond to main breaks or service related issues in a quick and efficient manner. Denver Water purchased the property to the south (2833 Sheridan Blvd.) to house much of this equipment. Due to the 4-5 foot grade differential between lots, access to the lot is compromised by a physical modular block retaining wall and difficult to maneuver equipment as needed. Denver Water is requesting permission to extend the retaining wall to the south at a point 6 —feet from the south lot property line. A landscape buffer will be provided to help mitigate impacts to the neighbors. With the retaining wall in place at the new location the existing parking lot can be extended at equal grade to provide one larger more usable space. The new retaining wall height is driven by the requirements for underground detention of stormwater flows. It is our intent to use a vinyl coated privacy slat chain link fence to screen daily activities and equipment from neighbors and the public passing along Sheridan. On the west side of the lot, this retaining wall will tie in to the existing wall on the west perimeter. The existing cedar stockade fence will be removed and replaced with the new privacy fence. At Bill Haven's property to the northwest of the site, we have agreed to replace his failing timber retaining wall that is on the property line with a new concrete wall that will be constructed on our property. All of the improvements affect neighbors in a positive manner and Denver Water is committed to good public relations. Variance Review Criteria 1. Operations at the facility will greatly benefit from the improvements. Existing conditions of the grade differential between lots is creating the hardship. 2. The essential character of the location will be upgraded aesthetically by the use of additional landscape buffers, planting beds and architectural retaining wall and fence structures. 0) DENVER WATER 1600 West 12th Ave Denver, CO 80204-3412 303.628.6000 denverwcter.org 3. This project is currently being estimated at an $800,000 investment into the facility. 4. The topography of the sites presents significant issues with usable space while meeting stormwater requirements. 5. The hardship is specific to existing grades and differentials. 6. No increase in daily activities will occur at the site. Impacts to adjacent properties have been minimized by creating landscape buffers and protecting existing trees at the perimeter of the site. Overall it will be an improvement visually to the area. 7. The failing timber wall currently exists on the property line. Replacing it with a concrete wall will protect both sites from further degradation and risk to the users of the sites. 8. By putting the parking lot at one level any disabled person could easily navigate the site. 9. All City of Wheat Ridge standards have been followed where physically possible given the constraints of the site. Special Use Permit Criteria 1. Denver Water has an existing Special Use Permit. We would be extending it to the southern property. There is no detrimental effect from extending the parking lot. 2. Operations at the facility will remain unchanged. Impacts will be decreased with the use of privacy fencing and landscape buffers. 3. Same as #2 4. Same as #2 5. The additional parking will relieve on -street parking by employees. The use of landscape buffers, privacy fencing and frontage landscaping will all contribute to a more pleasing integration with the neighborhood. 6. Same As #2 7. Denver Water has always been a good neighbor and addressed any concern for adjacent property owners. 8. All City of Wheat Ridge standards have been followed where physically possible given the constraints of the site. NOTE: Land use applications must be submitted BY APPOINTMENT with a City Of planner. Incomplete applications will not Wheat T) il A g E' be accepted—refer to submittal checklists. LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 291h Avenue * Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant Tim LaPan Phone 303-628-6329 Email tim.lapan(c@denverwater.orq Address, City, State, Zip 1600 W. 12th Ave. , Denver, CO 80204 Owner Denver Water Phone 303-628-6329 Email tim.lapan(cDdenverwater.orq Address, City, State, Zip 1600 W. 12th Ave. , Denver, CO 80204 Contact Tim LaPan Phone 303-628-6329 Email tim.lapan@denverwater.orq Address, City, State, Zip 1600 W. 12th Ave. , Denver, CO 80204 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address): 5260 W. 29th Ave., Wheat Ridge, CO 80214 Type of action requested (check one or more of the actions listed below which pertain to your request): O Change of Zone or Zone Conditions O Special Use Permit O Subdivision — specify type: O Planned Development (ODP, SDP) O Conditional Use Permit O Administrative (up to 3 lots) O Planned Building Group O Site Plan O Minor (4 or 5 lots) O Temporary Use, Building, Sign O Concept Plan O Major (6 or more lots) O Variance/Waiver (from Section 26-603 O Right of Way Vacation O Other: Detailed description of request: Denver Water is requesting a variance to extend a modular block retaining wall and property fencing south to accommodate a larger parking lot and underground stormwater detention system. We are also requesting a variance to replace an existing timber retaining wall (owner Bill Haven) on the west property line with a concrete retaining wall(owner Denver Water). This has been mutually agreed upon. I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submit power-of-attorney from the owner which approved of this actio .s behalf. Notarized Signature of Applicant �—� State of Colorado } ss County of �%���/ The foregoing i ent Land UW Paxessin2 Application) was acknowledged by me this by NOTARY PUBLIC STATE OF COLORADO My commission expires / —120ZNOTARY ID 19974005914 N a Public MY COMMISSION EXPIRES AUGUST Case No.0-n-oa 514 p_ n -oma To be filled out by staff: Date received y— q- f ^] Comp Plan Design. Related Case No. Assessor's Parcel No. Size (acres or sgft) 3rj, q L/3 Rev 1/22/ 2016 Fee $ ydd-o Receipt No. 0.0;361 c!y$`il/ Pre -App Mtg. Date //-1'?- /(o Current Zoning _ {z- 3 Q• C Proposed Zoning Quarter Section Map —',$L,2.<- Case 3 -Case Manager ")Xe,e Current Use Proposed Use 18 `- City of 'oo"O W heat d e COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 NEIGHBORHOOD MEETING NOTES Meeting Date: December 20, 2016 Attending Staff: Lisa Ritchie, Planner II Location of Meeting: Wheat Ridge Municipal Building Second Floor Conference Room 7500 W. 29th Avenue Wheat Ridge, CO 80033 Property Address: 5260 W. 29th Avenue and 2833 Sheridan Blvd Property Owner(s): Denver Water Property Owner(s) Present? Yes Applicant: Denver Water Applicant Present? Yes Existing Zoning: Residential -One C (R -1C) and Residential -Three (R-3) Existing Comp. Plan: Neighborhood Buffer Area Existing Site Conditions: The site is located at the southwest corner of Sheridan Blvd and W. 29th Avenue. A Special Use Permit (SUP -92-04) was approved in 1992 to allow the construction of the existing public utility building with outside storage. The 6,468 square foot building is oriented toward Sheridan Blvd, with an existing parking lot that wraps the building to the south and west, with gated access off of both Sheridan Blvd and 29th Avenue. The applicant owns the property at the corner, which is 36,433 sq ft in size. They also own the property immediately to the south, which is unimproved and currently being used as an overflow parking lot. This property to the south consists of two lots which total 6,427 sq ft and fronts Sheridan Blvd. The applicant purchased this property in 1995 and it was not included in the original SUP. The northern two-thirds of the northern property is zoned Residential -Three (R-3), with the remainder zoned Residential -One C (R -1C). The southern property is also zoned R -1C. Surrounding properties include a variety of land uses. To the west are properties zoned Commercial -One (C-1), with a commercial building that fronts 29' Avenue and a residential structure that contains an office use on Ames St. South of these properties zoned C-1 on Ames St are properties zoned R -1C that contain single family homes. To the south along Sheridan Blvd are properties zoned R -1C with additional single family homes. North of 29th Avenue, along Sheridan Blvd, are properties zoned C-1 which contain a mix of uses. Sheridan Blvd is the border between Wheat Ridge and the City and County of Denver. www.ci.wheatridge.coms The northern subject property has roughly 275 feet of street frontage along Sheridan Blvd and roughly 130 feet of street frontage along 29a' Avenue. The southern subject property has roughly 50 feet of frontage along Sheridan Blvd. Applicant/Owner Preliminary Proposal: The applicant desires to expand their existing parking lot into the southern property to allow onsite parking of their large utility vehicles and equipment. These vehicles are currently parked on the southern property, however due to grade changes and separate access, this configuration is not efficient for Denver Water's operations at this facility. The applicant's plans provided for the pre -application meeting include elevating the southern lot and reconstructing the existing retaining wall so the existing parking lot can be extended to the south at the same grade. The existing fence that is on top of the existing retaining wall would be replaced. This new wall and fence location is proposed to be within roughly 5-8 feet of the south property line and would likely cause the removal of the existing large trees. The existing facility houses three transmission crews and associated equipment. It employs approximately 30 people. The proposed parking area will accommodate the larger tandem trucks, trailers, backhoes and other equipment. The applicant is not proposing to expand the scope of their operations on site by adding any additional crews, but would expand the footprint of the parking lot to make efficiency improvements for work already occurring. The following is a summary of the neighborhood meeting: • There was one neighbor in attendance, the property owner of 2890 Ames Street • Staff explained the reason for the Special Use Permit, and the process that could be forthcoming for the application. • The applicants, Denver Water, explained their proposal to expand the parking area and replace the existing fencing along the property lines. • The neighborhood attendee expressed no concerns with the proposal. He indicated that the applicant has been responsive to his questions prior to the neighborhood meeting, and that he is willing to work with Denver Water with regards to impacts on his property from the proposed construction. N i E 0 L E v O L cv L L CL 0 to CL cn N c`' d' Co I— _Z N W � Q Q ti J X N c`' d' Co 5) DENVER WATER 1600 West 12th Ave Denver, CO 80204-3412 303.628.6000 denverwater.org December XX, 2016 NOTICE OF NEIGHBORHOOD INPUT MEETING Denver Water is proposing a Special Use Permit to allow improvements to be made to our field office located at 5260 W. 29th Ave and directly south at 2833 Sheridan Blvd. A neighborhood meeting will be hosted on December 20, 2016 at the City of Wheat Ridge Administration building at 7500 W. 29th Avenue starting at 6 p.m. The permit is requested to allow construction of a short retaining wall and security fence to extend the existing parking lot used for service vehicles. The City of Wheat Ridge has adopted a requirement that prior to any application for a Special Use Permit an applicant must notify all residents and property owners within 600 feet and invite them to a Neighborhood Input Meeting. The purpose of this meeting is to allow us to present our proposal to the neighborhood and to give the neighborhood a forum to express their concerns, issues and desires. A Staff Planner will attend the meeting to discuss City policies and regulations and the process involved, however, the Planner will remain impartial regarding viability of the project. Keep in mind that this is not a public hearing. Although a synopsis of the meeting will be entered as testimony, it is the administrative process by the Community Development Director and/or the public hearing in front of City Council where decisions are rendered. If you want input in the decision-making process, it is imperative that you submit written comments during the public notice period and/or attend the public hearing. The neighborhood meeting is an informal setting that provides an opportunity for you to understand the scope of the proposed project and the process for review. You will have the opportunity to speak with Denver Water representatives and city staff and to ask any question that you may have related to the project. If you have any questions, please call the City of Wheat Ridge Planning Division at 303-235- 2846. If you are unable to attend the meeting, you may mail comments or concerns to: City of Wheat Ridge Community Development Department 7500 West 29th Avenue Wheat Ridge, Colorado 80033 ♦�A4 • - City of Wheat id e COMMUNITY DEVELOPMENT Wheat Ridge Community Development Department PRE -APPLICATION MEETING SUMMARY Meeting Date: Applicant: Attendees: Attending Staff: Specific Site Location: Existing Zoning: Existing Comp. Plan: November 17, 2016 Denver Water 1600 W 12th Avenue Denver, CO 80204 Tim Lapan, PLA tim.lapan(&denverwater. org Julie Turner -Mitchell Julie.turner-mitchell(&denverwater.org Lauren Mikulak, Senior Planner Lisa Ritchie, Planner Il Mark Westberg, Projects Supervisor 5260 W. 29th Avenue and 2833 Sheridan Blvd Residential -Three (R-3) and Residential -One C (R -1C) Neighborhood Buffer Area Existing Site Conditions: The site is located at the southwest corner of Sheridan Blvd and W. 29th Avenue. A Special Use Permit (SUP -92-04) was approved in 1992 to allow the construction of the existing public utility building with outside storage. The 6,468 square foot building is oriented toward Sheridan Blvd, with an existing parking lot that wraps the building to the south and west, with gated access off of both Sheridan Blvd and 29th Avenue. The applicant owns the property at the corner, which is 36,433 sq ft in size. They also own the property immediately to the south, which is unimproved and currently being used as an overflow parking lot. This property to the south consists of two lots which total 6,427 sq ft and fronts Sheridan Blvd. The applicant purchased this property in 1995 and it was not included in the original SUP. The northern two-thirds of the northern property is zoned Residential -Three (R-3), with the remainder zoned Residential -One C (R -1C). The southern property is also zoned R -1C. Surrounding properties include a variety of land uses. To the west are properties zoned Commercial -One (C-1), with a commercial building that fronts 29th Avenue and a residential structure that contains an office use on Ames St. South of these properties zoned C-1 on Ames St are properties zoned R -1C that contain single family homes. To the south along Sheridan Blvd are properties zoned R -1C with additional single family homes. North of 29h Avenue, along Sheridan Blvd, are properties zoned C-1 which contain a mix of uses. Sheridan Blvd is the border between Wheat Ridge and the City and County of Denver. The northern subject property has roughly 275 feet of street frontage along Sheridan Blvd and roughly 130 feet of street frontage along 29th Avenue. The southern subject property has roughly 50 feet of frontage along Sheridan Blvd. Applicant/Owner Preliminary Proposal: The applicant desires to expand their existing parking lot into the southern property to allow onsite parking of their large utility vehicles and equipment. These vehicles are currently parked on the southern property, however due to grade changes and separate access, this configuration is not efficient for Denver Water's operations at this facility. The applicant's plans provided for the pre - application meeting include elevating the southern lot and reconstructing the existing retaining wall so the existing parking lot can be extended to the south at the same grade. The existing fence that is on top of the existing retaining wall would be replaced, with a combined height of roughly 10- to 12 -feet for both. This new wall and fence location is proposed to be within a few feet of the south property line and would likely cause the removal of the existing large trees. The existing facility houses three transmission crews and associated equipment. It employs approximately 30 people. The proposed parking area will accommodate the larger tandem trucks, trailers, backhoes and other equipment. The applicant is not proposing to expand the scope of their operations on site by adding any additional crews, but would expand the footprint of the parking lot to make efficiency improvements for work already occurring. Planning comments: The following items were discussed based on the applicant's proposal: Zoning A Special Use Permit is required to expand the existing facility onto property zoned R -1C. If the applicant desires to construct a retaining wall and fence combination that exceeds 6 feet in height, a variance will also be required. Staff recommends the applicant reconsider the design of the retaining wall and fence combination near the property line, as the responses to the variance criteria will likely not support the request. The initial design does not appear to account for any impacts to adjacent properties. A revised proposed site plan was provided to staff following the pre -application. This submittal better addresses the concerns expressed above. Public Works comments: The following items were discussed based on the applicant's proposal: Drainage The applicant shall provide stormwater facilities as required based on the area of increased impervious surface. See attached information from Public Works regarding these requirements. Building Division comments: The building division was not present and has no comments at this time. Process This request will require a special use permit, the process for which is as follows: Neighborhood Meeting The first step in the Special Use Permit (SUP) process is the pre -application meeting. The next step is to conduct a neighborhood meeting. The applicant is responsible for drafting a letter that will be delivered (via mail or hand delivery) to all property owners and current residents in a 600 -foot radius of the subject property. The letter must be approved by the Community Development department PRIOR to sending. The Community Development department can provide the applicant with a neighborhood meeting letter template and samples, if necessary. Additionally, the Community Development department will pull the property and resident information from the County records and provide the applicant with mailing labels. The applicant will coordinate with the Community Development department on the time and location of the neighborhood meeting. The meeting may be held in the Wheat Ridge Municipal Building Conference Room, or any other location the applicant desires. There is a $100 fee for the meeting, and an additional 50 -cent fee for each page of mailing labels provided to the applicant (average is about $243). Staff will be present at the meeting to answer any zoning, land use, and process related questions. However, the applicant will lead the meeting and inform the audience about the proposal. Application Once the neighborhood meeting is complete, a formal application may be submitted. The SUP application will be assigned a case number and case manager. The case manager will be the applicant's point of contact at the City for the duration of the case processing. The case manager will review your case, and sent it out on referral to City and outside agencies for review. The referral period is 15 days, during which time all departments and agencies may submit comments on the application. These comments, as well as those from the case manager, may require modifications to the application. Once review of the application is complete, the property must be posted. This posting lasts 10 consecutive days and requires a sign to be posted on the property. Additionally, the Community Development department will send out written notification of the SUP request to all property owners within 300 -feet of the subject property. If no legitimate complaints are received during this posting period, the Special Use Permit application may be reviewed and decided upon administratively. If a legitimate complaint is received by the Community Development Department during this posting period, the Special Use Permit will be automatically forwarded to the City Council for a public hearing and decision. If the application is reviewed administratively and denied, the applicant can appeal the decision to the City Council. If the case is forwarded to City Council due to receipt of legitimate objections, or due to appeal by the applicant, the property must be posted again. This posting period lasts 15 consecutive days and will require a sign to be posted on the property. The Community Development Department will also mail out notification of the hearing to all property owners within 300 -feet of the subject site. At the public 3 hearing before City Council, the case manager will present the case, and based on an established set of criteria present evident to recommend the approval, approval with conditions, or denial of the Special Use Permit. The applicant, and the public, will be allowed to present evidence and provide testimony in support of opposition of the Special Use Permit. The City Council will then make a decision of approval, approval with conditions, or denial based on the testimonies provided by staff, the applicant, and the public. A variance will be required for any fence or retaining wall, or combination of both, that exceeds 6 -feet in height. See attachments for more information regarding the variance process. Utility Providers The City of Wheat Ridge is not a full-service city. The utility and service providers for this property include: Denver Water, phone: 303-628-6000 Wheat Ridge Sanitation, phone: 303-424-7252 West Metro Fire, phone: 303-989-4307 All land use applications will be sent on referral to these agencies for comment; however staff encourages potential applicants to contact service districts ahead of time. This may help to understand any design or infrastructure requirements and potential costs associated with the proposed project. Please be aware that the above comments are for general information purposes only. Staff cannot predict the outcome of any land use development application. A favorable response from staff does not obligate any decision-making body (Community Development Director, Public Works Director, Planning Commission and/or City Council) to a desired outcome. Staff will provide the best advice available given existing regulations, current policy, political climate and information submitted. Attachments: Public Works comments, SUP Process Guide, SUP Checklist, SUP Criteria, Variance Process Guide, Variance Criteria, Variance Checklist Phone Numbers Meredith Reckert — Senior Planner 303-235-2848 Lauren Mikulak — Senior Planner 303-235-2845 Lisa Ritchie — Planner II 303-235-2852 Dave Brossman — Development Review Engineer 303-235-2864 Mark Westberg — Projects Supervisor 303-235-2863 4 DENVER WATER '�`�' \ Westminster DENVER COLORADO Standley S Boulder PROJECT ASHLAND DECENTRALIZATION S TAT I O N RRALSTON ESERVOIRLOCATION PARKING LOT EXTENSION es _ R WHEAT RIDGE CONCEPTUAL REVIEW O Coldea 70 BOARD OF WATER COMMISSIONERS Bear C s $ DELVER, COLORADO G Penfield W. Tate, III President OlILE9 V James S. Lochhead — CEO/Manager 4 Robert J. Mahoney Chief Engineering Officer Deef Gree'�'ERVOIR CHATFIELD RES 17 I, I a pg ;- MINI TY MAP SCALE: 1" = 200' STRONTIA SPRINGS RESERVOIR DRAWING INDEX DWG NO DWG TITLE G-1 COVER SHEET C-1 EXISTING CONDITIONS PLAN & PROPOSED SITE PLAN C-2 ELEVATION No Date Description VERIFY SCALES BAR IS ONE INCH ON D DENVER WATER ORIGINAL DRAWING ?t- 4 PROJECT DIRECTORY IFNOT ONE INCH ON G S!"r f'r J e // Barr Lake SCALES ACCORDINGLY 1600 West 12th Aw Denver, Colorado 80204-3412 PT No: 18627 Northglenn Q\B y� DRAWN BY: M/TCHELL Y% � ��/�J��} T. F: 303.628.68510 denvcwater.org DENVER, CO 80204 CHKD BY: LAPAN/ 303-628-6000 CONTACT: CHKD BY: M TURNEY/ DESIGN PROJECT MANAGER CONSULTANT APPD BY -.TIM DENVER Thornton INTERNATIONAL ✓/ AIRPORT r 303-628-6329 CONTRACT: yj, m %/�UUU/1 L/U/U1U1/U/U/ r / / SBTB AVE47 i De ver COLFAX AVE F, AVE Aurora &E)h A E6th � Z f ASHLAND DECENTRALIZATION DEN AVE QUINCY AVE STATION PARKING R b S�0 LOT EXTENSION C BE VIEII AVE Cherry Creek 'Zp 'f?'� Reservoir 25 WHEAT RIDGE aBAPABOE BD CONCEPTUAL REVIEW Littl n COUNTY LINE ED highlands 47 Ranch LINCOLN AVE Parker REFERENCE: CAPITAL PROJECTS CONSTRUCTION STANDARDS 2014 ww.denvi,,srorg t ithUs /DoingBusinesswithUs/EngineeringOverviaw/CPCS 'b THIS DRAWING IS BASED ON THE O4 DW—METRO—GRID COORDINATE SYSTEM I U ! LOCATION MAP SCALE: 1" = 3 miles DRAWING INDEX DWG NO DWG TITLE G-1 COVER SHEET C-1 EXISTING CONDITIONS PLAN & PROPOSED SITE PLAN C-2 ELEVATION No Date Description COVER SHEET G-1 VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING PROJECT DIRECTORY IFNOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY OWNER: PT No: 18627 DENVER WATER DRAWN BY: M/TCHELL 1600 W 12TH AVE DENVER, CO 80204 CHKD BY: LAPAN/ 303-628-6000 CONTACT: CHKD BY: M TURNEY/ DESIGN PROJECT MANAGER LAPAN, RLA APPD BY -.TIM DATE: OCTOBER 2016 303-628-6329 CONTRACT: tim.lapan@denverwater.org AS—BUILT DATE: AS—BUILT BY: COVER SHEET G-1 a ---''Air DENVER WATER .___JE•W_—________ 1600 West 12th Ave Denver. Colorado 80204-3412 _ 0 6L� 30 28.61151y-29 denY 29TH AVE 7'. CONSUL TANT 6404, I -Irow w 00 ............... /•� v 403 GATE n� �,pti C-.., I '`. �/ I e�,,� -yam {j1 GATE~ L/f't cif' h. 3 `,C._'W _;;�&f ^0 - - ^ - X----- -- -- --- 3 54ppsx j w j �� ' ( _5400-� u\ / j P ` �B w / I it 1 ; /01 ------------- // - -�'IIx - _ f+ s �/�"� ASHLAND .G DECENTRALIZATION STATION PARKING LOT EXTENSION ``cp ; % '`Cp WHEAT RIDGE "I Z�.� N j '.0 ;/ / '\ Z � N I CONCEPTUAL REVIEW 3 ASPHALT -A �'% // \\ 3 Wr o, \rAHALT ��`� �"% / T�•x,�`� \ 3 j�>., °`-^'✓ 'w f (o' PARKING LOT + /DECENTRALIZATION oI a x IKING LOT + \ o / \ a N / DECENTRALIZAT ON% \ ,I _ \ STATION / ��1� N STATION`1tr'/ s REFERENCE: 1 CAPITAL PROJECTS !(y> ''`tea I CONSTRUCTION STANDARDS 2014 ' Doig Buys ea ithUs/Eng' 'ngOvervi CPCS THIS DRAWING IS BASED ON THE S,ta I , DW -METRO -GRID COORDINATE SYSTEM / RETAINING 6,0 OS RETAINING '`�5 o�s / i Ql ` aJ' - Q �It WALL i / V3� WALL PARKING 4x 9.0'=36.00' 0 a 6' CEDAR - 0 is :STOCKADE FENCE _-"> 1- -Ja I // YC wxha° GATEi ASPHALT ^ ♦ I ASPHALAIENo Date Description CONC PARKING LOT PARKINGONC PARKING LOT PARKING LOT REVISIONS 1 VERIFY SCALES SIDEWALK CHi'ASE TO STORM `FLET ` `` SIDEWALK CHASE a N 6� �1Nri WOOD 9ry �T�RM INLET Y` BE RECONSTRUCTED BORIgNAL DRAWINAR IS ONE INCH G IF NOT ONE INCH ON - - EET, ADJUST CIALESACCORDINGLY `393 b � �,...�5391-.R�..', NK F PT N6. 18827 CHAIN U FENCE f L y x —e— x==--x-------r-«--t` - onw ... orlw - ---! -- ...- DRAWN BY : MITCHELL KEYSTONE I DW R` I n 1 SPILL C&G DW R RETAINING WALL • g' 1' CATCH C&G I I CHKD BY: LAPAN/ KEYSTONE I RETAINING U�� m < 1, CHKD BY: M TURNEY/ X WALL `,ju GRAVEL I _ '87--- N 1' SPILL C&G I APPD BY: ^� s 6' VINYL WOOD ` • CHAIN LINK FENCE ._L_I�- G �° -yam DATE, OCTOBER 2016 O % O CONTRACT: AS -BUILT DATE I xDWDW _ AS -BUILT BY: R 5386 '� av �// _ ..__- : " j - DRAWING TITLE / Tl/ FENCE / v �., / FENCE / PARKING ,GARAGE' / / ,GARAGE'// SIDEWALK CHASE 6. 13.0'=78' / I, // EXTEND SIDEWALK TO EXISTING CONDITIONS / BRICK HOUSE 112, / BRICK HOUSE EXIST DRIVEWAY PLAN & PROPOSED 2' CATCH C&G I SITE PLAN EXISTING CONDITIONS PLAN PROPOSED SITE PLAN SCALE: 1" = 20' SCALE: 1" = 20' Cl: 1 FT Cl: 1 FT ' G42 C—'I to 2' CATCH CURB & GUTTER 44' KEYSTONE RETAINING WALL 6' VINYL WOOD CHAIN LINK FENCE ELEVA TION rA_� SCALE: 1" = 3' C-1 DENVER WATER 1800 West 12th Ave Denver, Colorado 80204-3412 7:303.628.6000 F: 303.628.6851 denverwatenorg EXIST RETAINING WALL 0 No Date Description REVISIONS VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0�1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO: 18827 '-7-_ DRAWN BY: MITCHELL CHKD BY: LAPAN/ CHKD BY: A4 TURNEY/ APPD BY: DATE: OCTOBER 2016 CONTRACT: AS—BUILT DATE: AS—BUILT BY: ELEVATION C-2 ASHLAND DECENTRALIZATION STATION PARKING EXIST CHAIN LINK FENCE LOT EXTENSION WHEAT RIDGE ti CONCEPTUAL REVIEW REFERENCE: -� -` _ _ CAPITAL PROJECTS CONSTRUCTION STANDARDS 2014 www.denv oter.org /DoingBU$inessW thUs/EngineeringOverview/CPCS THIS DRAWING IS BASED ON THE DW—METRO—GRID COORDINATE SYSTEM __ ., ,,_-.. ._____--_.-._ '__— .._._. � 0 EXIST RETAINING WALL 0 No Date Description REVISIONS VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0�1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO: 18827 '-7-_ DRAWN BY: MITCHELL CHKD BY: LAPAN/ CHKD BY: A4 TURNEY/ APPD BY: DATE: OCTOBER 2016 CONTRACT: AS—BUILT DATE: AS—BUILT BY: ELEVATION C-2 .. .. ` a F' # ,T♦.. ,p 1 M i t�0 4 a \ yy S � I f:10� m 1 13 W H AV VIEW 5 VIEW 6 W s�o? 5400 S 5400 RSO i x Ss9 IQ Z S3 Z 9 O 6 0 Ss9 U) A VIEW 1 s � RETAINING WALL s VIEW 2 VIEW 4 i W KEYSTONE FENCE RETAINING VIEW 3 15' VINYL WOOD WALL KEY MAP CHAIN LINK FENCE SCALE: 1" = 40' Cl: 2 FOOT VJ DENVER WATER November 9, 2016 City of Wheat Ridge c/o Planning Division (Pre -Application) 7500 West 29th Ave. Wheat Ridge, CO 80033 1600 West 12th Ave Denver, CO 80204-3412 303.628.6000 denverwater.org RE: Pre -Application Meeting Narrative for the Denver Water Ashland Decentralization Station Parking Lot Extension Project To Whom It May Concern, The Ashland Decentralization (DC) Station was constructed in 1994 by the Jennison Construction Company. It is a .84 acre parcel zoned R -C (Restricted Commercial District) located on the southwest corner of 29th Avenue and Sheridan Boulevard in Wheat Ridge, CO. In 1995 Denver Water purchased the adjoining .15 acre parcel zoned R-1 C (Residential -One C District) to the south. Currently Denver Water has three service crews working out of this facility and parking space is limited. Some employees are forced to park a block to the west along the street. Additionally, shoring trailers, backhoes with trailers and dump trucks are staged here for work. The main facility parking lot is separated from the property to the south by a retaining wall and fence. This causes access issues from one property to the other along busy Sheridan Boulevard. Trucks pulling trailers also have difficulty maneuvering through the tight facility parking lot. The goal of this project is to combine parking lots and provide additional outdoor enclosed storage for parts. The main issues that need to be addressed with the City of Wheat Ridge are: 1. Denver Water's ability to combine uses on properties in two different zoning districts. 2. Denver Water's ability to install a retaining wall with a 6' security fence on top along the property lines adjoining residential property. This wall would be needed to raise the grade meet the existing parking lot elevations and accommodate drainage to the existing storm inlet. 3. Stormwater requirements around adding impervious pavement and if a drainage report will be required. 4. Are there restrictions around temporary outbuildings (conex containers with built-in garage doors) for additional storage? 5. Fence type restrictions on west and south portions of the site. We are considering a vinyl coated chain link with a privacy slat. I look forward to meeting with everyone and would like to thank you in advance for taking the time to address any issues with me. Sincerely 01 4X"Z Tim LaPan, RLA Denver Water 'City of Wheat Piijdoge PRE—APPLICATION MEETING REQUEST FORM Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 Thank you for your interest in scheduling a pre -application meeting with the City of Wheat Ridge, we look forward to reviewing your request and meeting with you. The pre -application meeting process was established to provide an opportunity for potential applicants to meet with the City of Wheat Ridge's Development Review Team to discuss development proposals and learn more about the City's technical and procedural requirements, which are often unique to each zone district, development proposal, floodplain designation, etc. Pre -application meetings are required prior to the submittal of most land use applications. The City of Wheat Ridge's Development Review Team has established two standing meeting times every Thursday for pre -application meetings: 2-3pm and 3-4pm. Once the form below and any necessary materials are submitted, you will be contacted by the Community Development Department to schedule a pre -application meeting. Meetings will be scheduled no earlier than 7 business days from the date you are contacted. However, it is not uncommon for pre - application meetings to be booked several weeks out. A $200 fee is required for a pre -application meeting. This fee is payable by cash, check, Visa or MasterCard at your scheduled meeting time. Contact Information Name --r/m L,4 Pw Phone30-5— 4;48- 12tmail-J76q,(,APAa14)D9U14 z- orz, Address, City, State, Zip /(op 0 W 1 Z 7**vV. _ 7emA,45-m- Go 0 24 Additional Contact Information (if necessary) Name Phone Email Address, City, State, Zip Site Location (address): Z . Z 83 3j� L7�yO 13LV9. vel 1�pb� , GO c�6Z�r Relevant land use processes you are inquiring about (check one or more of the actions listed below which pertain to your meeting): Subdivision or Lot Consolidation O Planned Building Group O Variance Special/Conditional Use Permit 0 Planned Development X Site Plan O Major remodel or change of use 7 Rezoning W Other:-5Tp?_y ,wAlar— /'D KL At a minimum, two items are necessary to properly review your proposal prior to the pre -application meeting: a narrative and site plan. The narrative must provide enough detail to adequately describe the scope of work being proposed. It is acceptable for the site plan to be preliminary in nature; it is not required to be professionally drawn but should be scaled, labeled, and legible. The narrative and site plan will need to be submitted prior to scheduling your pre -application meeting. Please contact Zack Wallace at 303-235-2849 or zwallaceAci.wheatridge.co.us for any questions regarding submittal requirements. The more information you can provide regarding a project, the more productive a pre -app meeting can be. Please also consider submitting the following items if they are available: a survey or ILC of the property, subdivision sketch plan (if subdividing or platting), conceptual landscape plans, and conceptual architectural plans or examples. If you have been in contact with a Staff member prior to filling out this request please indicate their name below: Approximate date of contact: Acknowledgements 1� I acknowledge that I must submit a narrative and preliminary site plan, and any other relevant documentation to Zack Wallace(zwallace(a)ci.wheatridge.co.us) with the Wheat Ridge Planning Division prior to being contacted to schedule a pre -application meeting. 2 I will submit the following information concurrently with this form (* denotes a required submittal): [g Proposal Narrative* O Concept landscape plans l� Site Plan* O Conceptual Architectural Plans/ Examples l� Survey or ILC O Subdivision sketch plan I acknowledge that there is a $200 fee for the pre -application meeting, payable by cash, Visa, MasterCard, or check payable to the `City of Wheat Ridge' at the time of my scheduled pre -application meeting. Submit You have two options for submitting this form: 1) Click the button below to submit this completed PDF via e-mail. Please attach the necessary submittal items (narrative and site plan, at a minimum) to the e-mail with this form. Meeting request forms sent without the necessary submittal requirements will be considered incomplete and will not be scheduled for a pre -application meeting. Click here to submit form via email 2) Print and mail, or drop off, the form to: City of Wheat Ridge c% Planning Division (Pre -Application) 7500 W. 29`h Avenue Wheat Ridge, CO 80033 To be filled out by staff: Date request received Pre -app meeting date Case Manager Date submittals rec'd Fee Received Due Diligence Complete Rev 4/20i2016