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HomeMy WebLinkAboutWSP-16-05City of Wheat�iclge 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Ph 303.235.2846 Fax 303.235.2857 Approval of Site Plan The Fruitdale Lofts Site Plan for the redevelopment of 16 residential units on property located at 10803 W. 44th Avenue (Case No. WSP-16-05 / Fruitdale Lofts) is hereby approved for the following reason: The site plan complies with the applicable zoning regulations in Chapter 26 of the Wheat Ridge Code of Laws. and with the following conditions: 1. The northern portion of the property shall be appropriately maintained to establish the proposed native seed, including but not limited to periodic mowing, chemical and/or mechanical weed control, supplemental watering, and supplemental seeding. 2. Approval of drainage facilities shall be obtained from the Public Works Department as part of the building permit review. �enneth Johnstone, AIC Community Developme Director Da WILSON &COMPANY 1675 Broadway, Ste. 200 Denver, CO 80202 303-297-2976 phone 303-297-2693 fax TECHNICAL MEMORANDUM Fruitdale Lofts (WSP-16-05) Wilson & Company Project No.: 16-600-422-00 December 15, 2016 Regarding: Final Drainage Report (Discussion) Fruitdale Lofts Introduction CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: jd DRAINAGE 0 SIDEWALK O CURB & GUTTER O STREET 0 MISCELLANEOUS O PLAT COMMENT Site Drainage and Water Quality 1 211 512 01 6 CIVIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS (Prepared by AJS) (Reviewed by KMG/JMG) This technical memorandum is intended to support the onsite development of the proposed Fruitdale Lofts project. This tecluiical memorandum has been prepared by Wilson & Company and is submitted, in lieu of a Drainage Report, for review and approval by the City of Wheat Ridge on behalf of Hartman Ely Investments, LLC. The site is an existing elementary school that is being redeveloped into apartment living. The proposed site is situated on 1.44 acres and is located within a block that is bolmd by a residential area (North), Fruitdale Preschool (East), West 44t" Avenue (South), and an auto body shop business (West). A vicinity map showing the approximate site location has been included within this memorandum. The proposed redevelopment of the 1.44 acre parcel consists of two existing structures. One building, located on the northern half of the property, will consist of 15 living units and a smaller building, located at the southwestern portion, will consist of one living unit. The southern portion of the property will be predominantly paved asphalt to be used for site parking while the northern portion of the property will be used for solar panel placement. The existing Frutidale school building is situated centrally between the northern and southern halves of the site. Refer to the attached site plan for more information. CITY OF WHEAT RIDGE PUBLIC WORKS DATE 12/15/2016 RECEIVED 12/15/2016 2nd Submittal ISI HIGHER MISON Page 2 &COMPANY Existing and Proposed Drainage Conditions: Historically, the site drains to the east, where flows are captured and treated by the existing Fruitdale Preschool detention facility as described by the Final Drainage Report for the Fruitdale Preschool prepared by Anderson and Hastings Consultants, Inc. on April 2nd, 2007. The intent of the proposed project is to match the existing drainage patterns as closely as possible. Minor alterations from the existing drainage patterns are expected due to the limited slope across the site from west to east. The proposed grading will ensure that stormwater runoff is directed away from the existing structures and provide protection from ponding stormwater. As the proposed project is a redevelopment of an existing site, the improvements required will mainly consist of reconfiguring the asphalt parking lot, adding additional sidewalks, removing a dirt benn, and installing proposed utilities. The existing structures on-site are to remain and be converted into apartment living space. The complete disturbance required for this development will be 0.93 acres and will not require water quality or a Stormwater Management Plan (SWMP) due to the area of disturbance being less than one acre. An exhibit entitled "Area of Disturbance Exhibit" has been included within this memorandum. For the purposes of the drainage analysis and discussion, the proposed site has been analyzed as one major basin to compare the composite imperviousness for pre -developed and developed conditions. Each major basin has been further divided into individual basins for a more critical analysis of the site. Four exhibits (EXB-A, EXB-B, EXB-D, and EXB-E) have been attached to this technical memorandum summarizing our findings and have further been summarized below. Existing Basin: The existing site is divided into four (4) existing sub -basins as described below: Sub -basin EX1 consists of a portion of unoccupied land located on the northern half of the site. The basin is approximately 0.67 acres and has an imperviousness of 2.0%. All runoff from this portion of the site is directed east through overland flow into the adjacent property. Sub -basin EX2 consists of an area to the north of the existing school building that is comprised of small area of concrete sidewalk and a larger area of native grasses. The basin is approximately 0.380 acres and has an imperviousness of 3.89/o. All runoff produced within this basin is conveyed through overland flow and into an area inlet. The flows then continue through PVC piping to a pond located adjacent to the property. Sub -basin EX3 consists of the main existing school structure located in the central portion of the site. The basin is approximately 0.271 acres and has an imperviousness of 88.0%. The majority of the WILSON &COMPANY Page 3 runoff produced within this basin is collected via rooftop drains and discharged to the adjacent property. Sub -basin EX4 consist of the southern half of the site, including an existing structure, parking lot, and sidewalks. The basin is approximately 0.722 acres and has imperviousness of 67.2%. All runoff generated within this basin is conveyed through overland flow, discharging at the east property line and into an existing concrete pan. The overall existing site imperviousness is currently 51.4% (see EXB-A provided in the attachments) and is comprised of 19,478 SF of asphalt paving, 12,657 SF of rooftop, 822 SF of concrete paving and 29,754 SF acres of landscaping. Proposed Basin: The proposed site is divided into nine (9) proposed sub -basins as described below: Sub -basin PRI consists of mainly native grasses and is located on the northeast corner of the property. The basin is approximately 0.067 acres and has an imperviousness of 2.0%. All runoff within this basin will be conveyed through overland flow to the adjacent property line, matching historic conditions. Sub -basin PR2 consists of the area located to the north of the existing school structure and is comprised mainly of native, vacant land and small portion of concrete sidewalk. The basin is approximately 0.380 acres and has an imperviousness of 9.0%. All runoff produced within this basin is conveyed through overland flow and into an area inlet. The flow will then continue through PVC piping to a pond located adjacent to the property, matching historic conditions. Sub -basin PR3 consist of the existing main school structure located in the central portion of the site. The basin is approximately 0.271 acres and has an imperviousness of 89.2%. The majority of the runoff produced within this basin will be collected via roof drains and discharge to the adjacent property, matching historic conditions. Sub -basin PR4 consist of a small area of landscape and sidewalk located in the eastern central portion of the site. The basin is approximately 0.14 acres and has an imperviousness of 19.6%. Runoff produced within this basin will freely flow offsite through overland flow. Sub -basin PR5 consists of an area located in front of the main school building. The basin is comprised of a small localized depression, existing trees, and proposed sidewalks. The basin is approximately 0.072 acres and has an imperviousness of 23.3%. Runoff generated within this site will collect within the localized depression and overtop through a sidewalk chase. The runoff will continue through a concrete pan and ultimately into West 4411, Street. wilsom Page 4 &COMPANY Sub -basil PR6 consists of an area located in between the main school building and the adjacent smaller structure. n-te basin is comprised of a small localized depression, with concrete sidewalks, landscaping, and packed gravel pathways. The basin is approximately 0.107 acres and has gun imperviousness of 17.4%. Runoff generated within this basin will be collected within the localized depression and release through overland flow into the adjacent property as well as through a sidewalk chase and into a concrete pan. Flows that release through the sidewalk chase will be collected via a concrete pan in the parking lot and into W 44th Street via a sidewalk chase. Sub -basin PR7 consists of the proposed asphalt parking lot and concrete sidewalks. The basin is approximately 0.446 acres and has an imperviousness of 85.5%. Runoff generated within this basin will be collected via a concrete pan and into West 4411, Avenue via a sidewalk chase. Sub -basin PR8 consists of a small portion of concrete sidewalk and landscaping that drains freely offsite. The basin is approximately 0.06 acres and has an imperviousness of 47.0%. Runoff generated within this basin will flow freely to the southwest corner of the site and into West 441h Street. Sub -basin PR8 consist of an area along West 44th Street that flows freely offsite. The basin is approximately 0.023 acres and has an imperviousness of 25.2%. Runoff generated within this basin will be conveyed through overland flow and into the existing curb and gutter along West 4411, Street. The proposed site imperviousness is 50.8% (see EXB-B provided in the attachments) and consists of 12,022 SF of asphalt paving, 12,597 SF of rooftop, 568 SF of packed gravel, 8,507 SF of concrete paving, and 29,015 SF of landscaping. For both existing and proposed conditions, the calculated 100 -year runoff coefficient is 0.74. It was thus determined that during the 100 -year event, the overall site produces 6.94 cfs for the existing conditions and 7.08 cfs for the proposed conditions. A summary of the calculated flows for both the 5 -year event and 100 -year event can be found below. Table 1: Existing Peak Flow Summary Table 2: Provosed Peak Flow Summary 100 -year flow Sub -Basin Area (acre) 5 -year flow (cfs) (cfs) School 1.44 1 2.44 6.94 Table 2: Provosed Peak Flow Summary 100 -year flow Sub -Basin Area (acre) 5 -year flow (cfs) (cfs) School 1.44 2.47 7.08 WILSON Page 5 &COMPANY The proposed flows will match the historic drainage patterns for the north half of the site, while the south half of the site will be redirected through a concrete pan and be released via a sidewalk chase into West 441h Avenue. Altering the historic drainage pattern for the southern portion of the site is required due to the limited fall across the site from west to east. As a result of the limited slope, two localized depressions will also be required in Basins PR5 and PR6 and will act as BMP to treat the stormwater runoff through infiltration. Basin PR5 has a maximum ponding depth of 0.6" (Total Volume = 9.18 CF) and Basin PR6 has a maximum ponding depth of 5.4" (Total Volume =135.81 CF). Each localized depression has been equipped with a sidewalk chase spillway that will ensure that ponding water does not exceed the proposed depths. As there is minimal difference between the proposed and existing site imperviousness, the 100 -year flow rates, and the 100 -year runoff coefficients, we propose that the requirement of providing 5 -year and 100 -year volume detention and water quality treatment prior to releasing storm water discharge be waived. Conclusion: The significant conclusions and results from the final drainage analysis for the Fruitdale Lofts project are: 1. This drainage report has been prepared in accordance with the City Wheat Ridge Site Drainage Requirements and the Urban Drainage Flood Control District's Storm Drainage Criteria Manual. 2. Based on minimal difference in site imperviousness values between proposed and existing conditions, we have determined that the proposed site conditions closely matched existing, therefore should have minimal to no impacts to downstream infrastructure. 3. The calculated 100 -year runoff coefficient for the existing and proposed site conditions is 0.74. This equates to a total site imperviousness of 50.8%, which is slightly lower that of the existing site imperviousness of 51.4%. 4. Due to minimal impacts on site conditions, the future development shall match existing drainage patterns. 5. Two localized depressions in Basun PR5 and PR6 will be required to achieve positive drainage across the site and will act as BMPs for the proposed project. QP�p LICEN� O . •••....•� Oma' : `PANE 00% U o �,,y`1�►��10 O�� q.7�'46 Z A • y WILSON Page 6 &COMPANY References: 1. City of Wheat Ridge Site Drainage Requirements, Revised October 2014. 2. Urban Storm Drainage Criteria Manual, Vols. I, II, III; 2016, Urban Drainage and Flood Control District. Attachments: Vicnnity Map Proposed Site Plan (for reference only) Fruitdale Lofts — Existing Imperviousness Map Fruitdale Lofts — Proposed Imperviousness Map Fruitdale Lofts — Existing Site Hydrology Fruitdale Lofts — Proposed Site Hydrology Fruitdale Lofts — Nyoplast Drop In Area Inlet Sizing Chart Fruitdale Lofts — Sidewalk Chase Sizing Calculations LL. 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I"6T �� ea55sa sls o I^ aasp..2 0 a �CEB w Bo�BeeeS O c � srtseKe6�ssrt oo;� t� � WU'I X V u of'ep y, S S kkeoeg a ` R Z B s°�a'P9;d sola aEd e8$Ss•e5 a w w � 3 f I s/ejd/ feSf6e� 'S wm a sa �s l�e63SSe59d5 W � �> f ; moo 8 Vami O a - � O� i + e yy .� / asa / Ia q In.'.�; a 4' a I a > 1 Ir ELn x V s4 =Zi Project Name: Fruitdale Lofts Job Number: 16-600-422-00 Subject: Existing Hydrologic Calculations Date: 12/13/2016 By: Intensity - Duration - Frequency Curves Greeley 2 -Yr 5 -Yr 10 -Yr 50 -Yr 100 -Yr 1 -Hr Point Rainfall 0.95 1.34 1.55 2.25 2.57 Time 2 -Yr Design (min) Storm 5 -Yr Design Storm 10 -Yr Design Storm 50 -Yr Design Storm 100 -Yr Design Storm 5 3.22 4.55 5.26 7.63 8.72 6 3.06 4.32 5.00 7.25 8.29 7 2.92 4.12 4.76 6.92 7.90 8 2.79 3.94 4.56 6.61 7.55 9 2.68 3.77 4.37 6.34 7.24 10 2.57 3.63 4.19 6.09 6.95 11 2.47 3.49 4.04 5.86 6.69 12 2.38 3.36 3.89 5.65 6.45 13 2.30 3.25 3.76 5.45 6.23 14 2.23 3.14 3.63 5.27 6.02 15 2.16 3.04 3.52 5.11 5.83 16 2.09 2.95 3.41 4.95 5.66 17 2.03 2.86 3.31 4.81 5.49 18 1.97 2.78 3.22 4.67 5.34 19 1.92 2.71 3.13 4.55 5.19 20 1.87 2.64 3.05 4.43 5.06 21 1.82 2.57 2.97 4.31 4.93 22 1.78 2.51 2.90 4.21 4.81 23 1.73 2.45 2.83 4.11 4.69 24 1.69 2.39 2.76 4.01 4.58 25 1.66 2.34 2.70 3.92 4.48 26 1.62 2.28 2.64 3.84 4.38 27 1.58 2.24 2.59 3.75 4.29 28 1.55 2.19 2.53 3.68 4.20 29 1.52 2.14 2.48 3.60 4.11 30 1.49 2.10 2.43 3.53 4.03 31 1.46 2.06 2.39 3.46 3.95 32 1.43 2.02 2.34 3.40 3.88 33 1.41 1.99 2.30 3.34 3.81 34 1.38 1.95 2.26 3.28 3.74 35 1.36 1.92 2.22 3.22 3.68 36 1.34 1.88 2.18 3.16 3.61 37 1.31 1.85 2.14 3.11 3.55 38 1.29 1.82 2.11 3.06 3.49 39 1.27 1.79 2.07 3.01 3.44 40 1.25 1.76 2.04 2.96 3.38 41 1.23 1.74 2.01 2.92 3.33 42 1.21 1.71 1.98 2.87 3.28 43 1.19 1.69 1.95 2.83 3.23 44 1.18 1.66 1.92 2.79 3.19 45 1.16 1.64 1.89 2.75 3.14 46 1.14 1.61 1.87 2.71 3.10 47 1.13 1.59 1.84 2.67 3.05 48 1.11 1.57 1.82 2.64 3.01 49 1.10 1.55 1.79 2.60 2.97 50 1.08 1.53 1.77 2.57 2.93 51 1.07 1.51 1.75 2.53 2.89 52 1.06 1.49 1.72 2.50 2.86 53 1.04 1.47 1.70 2.47 2.82 54 1.03 1.45 1.68 2.44 2.79 55 1.02 1.44 1.66 2.41 2.75 56 1.01 1.42 1.64 2.38 2.72 57 0.99 1.40 1.62 2.35 2.69 58 0.98 1.39 1.60 2.33 2.66 59 0.97 1.37 1.58 2.30 2.63 60 0.96 1.35 1.57 2.27 2.60 O 01) CO (D L M N �— (,inoy/sayoui) /.4isua;ul m O (D Lo LO O LO LO IT O It LO M m 3 c M E LO N O N Ln O :s I ' I a I e € o o € € N N N Q N N I I I I • ' I • ' ' � I I , I i' t / e // It O 01) CO (D L M N �— (,inoy/sayoui) /.4isua;ul m O (D Lo LO O LO LO IT O It LO M m 3 c M E LO N O N Ln O :s �I r IW I r I Q l Z W U LL LL W 0 U LL LL O Z D d .. w W � � F Z E .. 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Rectangular Bottom Width (ft) = 1.83 Total Depth (ft) = 0.33 Invert Elev (ft) = 5385.43 Slope (%) = 0.50 N -Value = 0.013 Calculations Compute by: Known Depth Known Depth (ft) = 0.33 Elev (ft) 5386.00 v Section 5385.75 5385.50 5385.25 5385.00 in Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) 5 1 1.5 2 Reach (ft) Wednesday, Oct 19 2016 = 0.33 = 1.897 = 0.60 = 3.14 = 2.49 = 0.33 = 1.83 = 0.48 2.5 3 Depth (ft) 0.57 0.32 0.07 -0.18 -0.43 sim PROVIDE 10' WIDE GATE W. 44TH PL PLANTS ON EACH — PATIO AS SHOWN ON LANDSCAPE PLAN EXISTING 6' CHAIN LINK FENCE 4' SIDEWALK PATIO @ UNIT 102 ENTRANCE BICYCLE RACK SOUTHWEST ENTRANCE S FIRE ACCESS SETBACK PATHWAY REFER TO LANDSCAPE DRAWINGS UNIT 100 ENTRANCE PATIO UTILITY EASEMENT TO BE PROVIDED BY SEPARATE DOCUMENT R TRANSFORMER UTILITIES LOCATIONS 5 REFER TO CIVIL ,2 DRAWINGS f I I I ❑ I (15 UNITS) FULLY SPRINKLED I 11 77 I I NO SP INK S PROPERTY LINE SIDEWALK PROVIDE 6' CHAIN LINK FENCE AT EAST AND NORTHOUS PROPERTY FRUITDALE LOFTS LINES SITE DEVELOPMENT PLAN NORTH HALF OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGED, COUNTY OF JEFFERSON, STATE OF COLORADO 10803 WEST 44th AVENUE, WHEAT RIDGE, CO 80033 1 .1 SOLAR PANELS - GROUND (SDP) /8' = I -0" �t APPROXIMATE WEST 44TH AVENUE ti PROVIDE 6' CHAIN LINK FENCE / GATE PATHWAY ACCESS TO SOLAR FIELD REFER TO LANDSCAPE DRAWINGS PROVIDE 6' CHAIN LINK FENCE / GATE NORTH ACCESSIBLE ENTRANCE z EAST ENTRANCE AND • 5' 6'TRASH ENCLOSURE OF COLORED CMU WITH GALVANIZED METAL GATE PROVIDE 6' CHAIN LINK FENCE SOUTHEAST ENTRANCE ACCESSIBLE PARKING SPACES TEMPLE BUELL MEMORIAL GARDEN REFER LANDSCAPE DRAWINGS FIRE LANE SIGNAGE FOR EXTERIOR LIGHTING REFER TO LIGHTING DRAWINGS PARKING LOT LAYOUT REFER TO CIVIL DRAWINGS ELECTRIC VEHICLE CHARGING STATIONS UTILITIES LOCATIONS REFER TO CIVIL DRAWINGS — — — _/I'\-- TERMINUS OF NEW 6' CHAIN LINK FENCE NIrV ;';-f T 3 VICINITY MAP L�sYjI�RIONO��CRI�ION: 1 A PARCEL OF LAND SITUATED IN THE NORTH 112 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO: BEGINNING AT A POINT ON THE NORTH LINE OF THAT CERTAIN PROPERTY DESCRIBED IN RECEPTION NO. 86049897 BEING THE NORTHERLY RIGHT-OF-WAY LINE OF WEST 44TH AVENUE, SAID POINT ALSO LYING 642.56' NORTH OF THE CENTER OF SAID SECTION 21, SAID POINT BEING THE POINT OF BEGINNING; THENCE N.89 3d'27W. ALONG SAID NORTH LINEA DISTANCE OF 99.01 FEET TO THE SOUTHERLY EXTENSION OF THE WESTERLY LINE OF THAT CERTAIN PROPERTY DESCRIBED IN BOOK 9, PAGE 451; THENCE N.00 I& 35'W. ALONG THE SAID WEST LINE AND ITS SOUTHERLY EXTENSION, A DISTANCE OF 261.17 FEET OF THE NORTHWEST CORNER OF SAID PROPERTY, THENCE N. 89 41 ' 25" E. ALONG THE NORTH LINE OF SAID PROPERTY, A DISTANCE OF 198.00 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCES. 00 R! 35'E. ALONG THE EASTERLY LINE OF SAID PROPERTY, THENCE S. 0018'35"E. ALONG THE EASTERLY LINE OF SAID PROPERTY AND ITS SOUTHERLY EXTENSION, A DISTANCE OF 263.36 FEET TO THE NORTH LINE OF THAT CERTAIN PROPERTY DESCRIBED IN RECEPTION NO. 86049897: THENCE N.89 46'46'W. ALONG SAID NORTH LINE, A DISTANCE OF 99.01 FEET TO THE POINT OF BEGINNING. PROPERTY CONTAINS 51993.3 SQUARE FEET OR 1.19 ACRES MORE OR LESS. THE BASIS OF BEARINGS FOR THE ABOVE DESCRIBED PARCEL OF LAND PLATTED ON FRUITDALE PATIO HOMES TO BE N.00 09'23W. FROM THE EAST 1/4 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. TO THE NORTHEAST CORNER OF SAID SECTION, SAID EAST 114 BEING A 31 /4" BRASS CAP AND POST SET IN RANGE BOX STAMPED LS 13212 PER MONUMENT RECORD AND THE NE CORNER BEING STAMPED LS 13212 1984 PER THE MONUMENT RECORD. THIS BEARINGS NOTE AND ABOVE PROPERTY DESCRIPTION TAKEN FROM CORRECTION BARGAIN AND SALE DEED RECEPTION k 2012I3EOD9. GRAPHICGRAPHIC L�RZEND PROPERTY LINE ---------------------- FIRE ACCESS — — — — — — — — — EXTERIOR LIGHT EXTERIOR WALUFOOTPRINT OF EXISTING BUILDINGS ROOF LINE FENCE........................................... SOLAR PANEL CONCRETE DRIVE OR PATIO FIRE LANE ACCESS PARKING LOT CURB 1/2D'=1'-0" I� 1 1 0• 25' LEVEL 0 3 OF EXISTING DRIVE CUTS REMOVE EXISTING CHAIN LINK FENCE 1.=p.-0' SDP DRAWING INDEX AD RATA ADDRESS: 10803 W 44tH AVE CASE HISTORY: -05 , MS -I b -0I, WZ-1-02 EXISTING ZONING:MU-N PROPOSE LANDUSE: MULT4FAMILY RESIDENTIAL SITE DATA TABLE IFP GROSS BUILIDNG TOTAL 40 THE BELOW SIGNED OWNERS), OR LEGALLY DESIGNATED AGENTIS) 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 LA W. 1 AWE) 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 SECTIONS 26-121 OF THE WHEAT RIDGE CODE OF LAWS. JIM HARTMAN STATE OF COLORADO I ) SS COUNIYOF-1:RSON I THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF . A.D. 20_ BY . WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC CSfY CERTIFICATIONY APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE. ATTEST COMMUNITY DEVELOPMENT DIRECTOR z w 0 O }U r z U � o LU 0 U) K N W N Q O � 0 2 ri O 2 a a M «� ♦- N Y O N W . dw SUBMITTAL ALu 0 Z Q LLQ O O -j O LV O U —1 O LLi _ Ur 0 N I— Lu M Q Q WU. 0 =_ LL PRE PARED UNDERTHE /J�\ FD URI D TILITY SUPERVISION OF: /\/TL \ IN R ATION THREE (3) BUSINESS DAYS 99 1 SECTION:27 RANGET.WNSI W RANGE: BBW PROJECT NO: 1527 50'BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) SHEET FRUITDALE LOFTS r + -- + +-+.+ + -.+-� FRUITDALE LOFTS - ............. +, I SITE DEVELOPMENT PLAN I I, ....... I . . + . ` . ` . ` . + . + . + . ` + < I NORTH HALF OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL ERIDIAN CITY OF WHEAT RIDGED, COUNTY OF JEFFERSON, STATE OF COLORADO U .I 10803 WEST 44th AVENUE, WHEAT RIDGE, CO 80033 i + + + + SCALE: 120 (FULL-SIZE) + + + + + + + + + + + + + + 40' + + + + + + + + + + + + + + + e I LEGEND 0' 10' 20' 1 . . . . . . . . . . . . . . + . + . + . + . . GROUND -MOUNTED SOLAR PANELS AREA (.+.W.+.y.+. .+. . . . . . . . + + +. + . . y y y .` 4+++++++ + +++++ + + + +LL+ + + PR BE -4 . . . . . PY LU- 1 PA QU-7 + + _ PY SU -1 PAVI-1 + + I) 1 CR CR- 1 - PAQU. 17 MARE -9 - MA RE- 11 PA VI- 1 DA BU- 4 PATIO (RE: ARCHITECT) PAVI-1— PAVI- 1 PAVI- 1 PH OP- 4 PR MR -1— CA AC -12 ARCO-4— MA RD- 4 RU DA-2� AR80R (ADD -ALT) w/ (1) BENCH MA YD- 4 — LO RE- 3 (7) LANDSCAPE BOULDER JU CH-5— MA RD- 3 RU DA -2 PE AT- 3 RO RE- 2 CH MI- 6 RO WB- 5 -� RU DA- 3 —� RO HA- 2'/ SP NI -5J/ TRANSFORMER J (RE: ELEC) ULAC- 1 RO RE- 1 RO KO- 6 RO WH- 2 BETH -6 PA VI- 6 AR CO -6 RO KO- 4 INFORMATION PLAQUE FRUITDALE LOFTS (RE: OWNER) APARTMENT COMPLEX 1 6' BENCH w BACK EXISTING TREES RO HA- 1 TO REMAIN (2) PH OP- 2 PH OP- 2 MARE- 8 RO WB- 2 RO WH- 2RO RE- /Ir RO KO -13 L CA AC- 12 1, —iffivi-I CH -5 AT- 4 VI- 5 VI- 4 -ARC0.2 BE TH- 7 PE AT- 3 LANDSCAPE NOTES PROVIDED 1. ALL PLANT MATERIALS SHALL BE TRUE TO TYPE, SIZE, Srtclgnom - SPECIES, QUALITY, AND FREE OF INJURY, BROKEN ROOT 05 BALLS, PESTS, AND DISEASES, AS WELL AS CONFORM TO P THE MINIMUM REQUIREMENTS DESCRIBED IN THE 75% "AMERICAN STANDARDS FOR NURSERY STOCK" EXISTING TREE Ptdls TO REMAIN (1) 2. REMOVE ALL EXISTING TREES ONSITE EXCEPT FOR THOSE INDICATED ON THE LANDSCAPE PLANS TO REMAIN - PA QU- 4 (CITY. 5) OR TO BE RELOCATED (CITY. 3). TREES TO BE MINIMUM LANDSCAPING RELOCATED OR TO REMAIN SHALL BE PROTECTED RELOCATED DURING CONSTRUCTION w/ CITY -APPROVED TREES (2) SPECIFICATIONS. -RU DA -4 3. TREE STUMPS SHALL BE COMPLETELY REMOVED AND 7 DISPOSED OFF THE PROJECT SITE. ALL OTHER TREE - AR CO -4 STUMPS WITHIN THE PROJECT SHALL BE GROUND 3 FEET 1.5 BELOW FINISHED GRADE. MA YD 4, PER CITY OF WHEAT RIDGE MUNICIPAL CODE, SECTION MALLS X YELLOW DELICIOUS' 26-502: ALL NEW LANDSCAPED AREAS SHALL BE SERVED MAIL KIOSK BY A FUNCTIONING AUTOMATIC IRRIGATION SYSTEM 12 WHICH COMBINES DRIP AND SUBSURFACE IRRIGATION _ WITH HIGH EFFICIENCY SPRINKLERS. ALL NEW MONTMORENCY CHERRY(SEMI-DWARF)7'CAL IRRIGATION SYSTEMS SHALL BE DESIGNED TO BE ZONES (3) EXISTING TREES ACCORDING TO WATER NEEDS OF PROPOSED PLANT TO BE RELOCATED MATERIALS. ALL NEW IRRIGATION SYSTEMS SHALL BE 0.67 EQUIPPED WITH AUTOMATIC RAIN SHUT-OFF DEVICES. - PY CA -1 #15 00000`00 Slenaer M.algrese N_ ' ® �,�• , � OOOOr�O CIVIL) i 1 0." Offine,oanebnda ft muse>be Cenede Ka• Neth to 7.2 8.67 7.55 CH -5 AT- 4 VI- 5 VI- 4 -ARC0.2 BE TH- 7 PE AT- 3 - Rate Is W di® seaMp. doWe 9 loW Land" LANDSCAPE NOTES PROVIDED 1. ALL PLANT MATERIALS SHALL BE TRUE TO TYPE, SIZE, Srtclgnom - SPECIES, QUALITY, AND FREE OF INJURY, BROKEN ROOT 05 BALLS, PESTS, AND DISEASES, AS WELL AS CONFORM TO P THE MINIMUM REQUIREMENTS DESCRIBED IN THE 75% "AMERICAN STANDARDS FOR NURSERY STOCK" EXISTING TREE Ptdls TO REMAIN (1) 2. REMOVE ALL EXISTING TREES ONSITE EXCEPT FOR THOSE INDICATED ON THE LANDSCAPE PLANS TO REMAIN - PA QU- 4 (CITY. 5) OR TO BE RELOCATED (CITY. 3). TREES TO BE MINIMUM LANDSCAPING RELOCATED OR TO REMAIN SHALL BE PROTECTED RELOCATED DURING CONSTRUCTION w/ CITY -APPROVED TREES (2) SPECIFICATIONS. -RU DA -4 3. TREE STUMPS SHALL BE COMPLETELY REMOVED AND 7 DISPOSED OFF THE PROJECT SITE. ALL OTHER TREE - AR CO -4 STUMPS WITHIN THE PROJECT SHALL BE GROUND 3 FEET 1.5 BELOW FINISHED GRADE. MA YD 4, PER CITY OF WHEAT RIDGE MUNICIPAL CODE, SECTION MALLS X YELLOW DELICIOUS' 26-502: ALL NEW LANDSCAPED AREAS SHALL BE SERVED MAIL KIOSK BY A FUNCTIONING AUTOMATIC IRRIGATION SYSTEM 12 WHICH COMBINES DRIP AND SUBSURFACE IRRIGATION _ WITH HIGH EFFICIENCY SPRINKLERS. ALL NEW MONTMORENCY CHERRY(SEMI-DWARF)7'CAL IRRIGATION SYSTEMS SHALL BE DESIGNED TO BE ZONES (3) EXISTING TREES ACCORDING TO WATER NEEDS OF PROPOSED PLANT TO BE RELOCATED MATERIALS. ALL NEW IRRIGATION SYSTEMS SHALL BE 0.67 EQUIPPED WITH AUTOMATIC RAIN SHUT-OFF DEVICES. - PY CA -1 #15 NATIVE SEED MIX. Slenaer M.algrese - Rate Is W di® seaMp. doWe 9 loW Land" REQUIRED PROVIDED Pelinm Nganon Srtclgnom - Te9tlextt 05 3.74 P CA- 1 75% Pes pl7ama Weatem WTmm2u Ptdls 7 44.03 35% LOW MINIMUM LANDSCAPING 3d4sbw Oedba W. Gratna Lampton 1 629 — MA RD 7 BaUarule-ribentlWe 54eoate Orme HecMe 1.5 9.43 MA YD 4 MALLS X YELLOW DELICIOUS' sarglm mt— Yd -Ina - m— Hdt 12 7.55 _ PRUNUS CERASUS*MONTMORENCY' MONTMORENCY CHERRY(SEMI-DWARF)7'CAL NmMbnebsehe J."_ Nettie 01 0.67 PA RKING #15 By,— Fm4w uW Slenaer M.algrese N_ 2 258 (R CIVIL) ( 0." Offine,oanebnda ft muse>be Cenede Ka• Neth to 7.2 8.67 7.55 - Rate Is W di® seaMp. doWe 9 loW Land" 046 MU -5 `CAAC-5�TREE(1)�D W. 44TH AVENUE PLANT SCHEDULE CITY OF WHEAT RIDGE SECTION 26-1110 OPEN SPACE REQUIREMENTS N MIXED-USE ZONE DISTRICT- MU- PROPERTYAREA: 62708.1332 S.F. REQUIRED PROVIDED LIGHT, TYR AR CO- 5I (RE: LIGHTING) P& AT- 3 PY CA -1 �PY CA -i RO WH- 1 CA AC- 10 75% RO KO -5 E.V. CHARGING STATION (RE. OWNER) 7 ( �RO FIA -t 046 MU -5 `CAAC-5�TREE(1)�D W. 44TH AVENUE PLANT SCHEDULE CITY OF WHEAT RIDGE SECTION 26-1110 OPEN SPACE REQUIREMENTS N MIXED-USE ZONE DISTRICT- MU- PROPERTYAREA: 62708.1332 S.F. REQUIRED PROVIDED I COMMON NAME 15% 30% OPEN SPACE/LANDSCAPING 9,406 S.F. 19,400 S.F 75% CR CR USABLE" 7,055 S.F. 11,500S.F 7' CAL 35% LOW MINIMUM LANDSCAPING 3,292 S.F. 13,300S.F. FIARDSCAPE 7'CAL 10' ' OPEN SPACE: An outdoor, unenclosed area designed and accessible for Outdoor recreation, pedestrian access, or passive leisure use. May be landscaped or hardecaped. Does not include roads, parking areas, driveways, or other areas Intended for vehicular travel. USABLE OPEN SPACE. Open space which, by its configuration, size, and design, can be used for passive or active recreation. Usable open space indudes plazas, parks, outdoor dining areas, courtyards, and green roofs. Required bull re and parking lot landscaping shall not quality as usable open space. Land with a slope steeper than one (1) foot (vertical) in three (3) feet (horizontal) shall not qualify as usable open space. OPEN SPACE/LANDSCAPING' KEY CITY BOTANICALNAME I COMMON NAME I IZE SPACING WATER DECIDUOUS TREES J J CR CR 1 CRATAEGUS CRUS-GAU VAR. INTERMIS COCKSPUR THORNLESS HAWTHORN 7' CAL 17 LOW MA RJ 9 MALUS'RED JEWEL' RED JEWEL CRABAPPLE 7'CAL 10' MED MA RD 7 MALUS X'RED DEUCIOUS' RED DELICIOUS APPLE (SEMI -DWARF) 2" CAL 17 MED MA YD 4 MALLS X YELLOW DELICIOUS' YELLOW DELICIOUS APPLE (SEMI -DWARF) 7' CAL 17 MED PR CE 6 PRUNUS CERASUS*MONTMORENCY' MONTMORENCY CHERRY(SEMI-DWARF)7'CAL 10' MED PR MR 1 PRUNUS'MOUN7 ROYAL' MOUNT ROYAL PLUM #15 10' MED PY CA 4 PYRUS CALLERYANA'CHANTICLEER' CHANTICLEER PEAR 7' CAL 15' MED PY LU 1 PYRUS X'LUSCIOUS' LUSCIOUS PEAR 7' CAL 20' MED PY SU 1 PYRUS X'SUMMERCRISP' SUMMERCRISP PEAR 7' CAL 15' MED QU CS 6 QUERCUS'CRIMSON SPIRE' CRIMSON SPIRE OAK 2" CAL 15' MED ULAC 1 ULMUS ACCOLADE ACCOLADE ELM 2.S'CAL 40' I MED EVERGREEN TREES JU CH 10 JUNIPERUS CHINENSIS'SPARTAN' SPARTAN JUNIPER #7 5' LOW DECIDUOUS 8 EVERGREEN SHRUBS AR CO 44 ARCTOSTAPHYLOS X COLORADOENSIS'PANCHITO' PANCHITO MANZANITA #3 3.5' LOW BETH 32 BERBERIS THUNBERGII'CRIMSON PYGMY' CRIMSON PYGMY BARBERRY #5 2' LOW CH MI 16 CHAMAEBATIARIA MILLEFOLIUM FERNBUSH #5 5' LOW DABU 8 DAPHNE X BURKWOODI'CAROL MACKIE CAROL MACKIE DAPHNE #5 4' MED PEAT 28 PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE #5 4' LOW PH OP 8 PHYSOCARPUS OPULIFOLIUS'DART'S GOLD' DARTS GOLD NINEBARK #5 5' LOW PI MU 8 PINUS MUGO SIG TUNA' BIG TUNA MUGO PINE #5 6' LOW PR BE 4 PRUNUS BESSEYI WESTERN SAND CHERRY #5 5' LOW RO WB 9 ROSA CLIMBING WILLIAM BAFFIN WILLIAM BAFFIN CLIMBING ROSE #5 5' LOW RO FIA 4 ROSE'HANSA' HANSA ROSE #5 6' LOW RO KO 18 ROSAXNOCK OUT DOUBLE' DOUBLE KNOCK OUT ROSE #5 3' MED RO RE 5 ROSA MEIDILAND RED RED MEMILAND ROSE #5 6' LOW RO WM 7 ROSA MEIDILAND WHITE WHITE MEIDILAND ROSE #5 6' LOW RU DA 11 RUBUS'DARROW DARROW BLACKBERRY #1 5' MED SP NI 6 SPIREA NIPPONICA'SNOWMOUND' SNOWMOUNDSPIREA #5 5' MED PERENNIALS, GRASSES, 8 GROUNDCOVERS CA AC 42 CALAMAGROSTIS ACUTIFLORA'KARL FOERSTER' FEATHER REED GRASS #1 2.5' LOW LO RE 3 LONICERA RETICULATA'WNTZLEY'S GHOST KINTZLEY'S GHOST HONEYSUCKLE #1 1' MED MA RE 89 MAHONIA REPENS COLORADO CREEPING HOLLY #1 1.5' LOW PA VI 34 PANICUM VIRGATUM'NORTHWIND' NORTHWIND SWITCHGRASS #1 2.5' LOW PA QU 28 PARTHENOCISSUS QUINQUEFOLIA VIRGINIA CREEPER #1 1' LOW FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS a BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER Know wharlsbelm OF COLORADO (UNCC) Call betimli yo11 d1¢ VVVVV.UNCC.ORG z LU LU 0 0 Z U U) o > LU w U) K Z IL W W x K m m Q < :z m 0}o mW Z Y U U W = U U 7 � co E i cDrn 3 10va� ri U' m m 2 y o � Lq o < .0 L N m 30 5 to NY O 2SZ N o 03 d 5 t O � c_ SUBMITTAL PREPARED UNOER THE SECTION: 21 SUPERVISONOF: TOWNSHIP: 3S RANGE. 69W PROJECT NO: 1527 SHEET 2 OF9 LANDSCAPE PLAN FRUITDALE LOFTS U J J NL r~ LL. p LIJ J < Q H' LL LU W Z z } LU S 0 0 O U LL (� 0 ~ LU Q PREPARED UNOER THE SECTION: 21 SUPERVISONOF: TOWNSHIP: 3S RANGE. 69W PROJECT NO: 1527 SHEET 2 OF9 LANDSCAPE PLAN FRUITDALE LOFTS DECIDUOUS TREES COCKSPUR THORNLESS HAWTHORN MALUS 'RED JEWEL' RED JEWEL CRABAPPLE RED DELICIOUS APPLE (SEMI -DWARF) MALUS X'YELLOW DELICIOUS' YELLOW DELICIOUS APPLE (SEMI -DWARF) PRUNUS CERASUS 'MONTMORENCY' MONTMORENCY CHERRY(SEMI-DWARF) FRUITDALE LOFTS SITE DEVELOPMENT PLAN NORTH HALF OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGED, COUNTY OF JEFFERSON, STATE OF COLORADO 10803 WEST 44th AVENUE, WHEAT RIDGE, CO 80033 MOUNT ROYAL PLUM PYRUS CALLERYANA'CHANTICLEER' CHANTICLEER PEAR LUSCIOUS PEAR PYRUSX'SUMMERCR/SP' SUMMERCRISP PEAR QUERCUS 'CRIMSON SPIRE' CRIMSON SPIRE OAK ULMUS ACCOLADE ACCOLADE ELM EVERGREEN TREES SPARTAN JUNIPER NOTES: 1. PRODUCT SHALL BE DERO BIKE BIKE RACK w/ IN -GROUND MOUNT EMBEDDED INTO CONIC. BASE. FINISH TO BE THERMOPLASTIC FINISH, COLOR RED. 5'-7" w PLAN VIEW 9 ELEVATION 1, 3-4- Alt BIKE RACK NTS ISOMETRIC (h SIDE VIEW U) w 0 0 U Z U 0 o > w w w Ir U) z a U > LU w Ir of V Q J J O H LL. w p M O Jp LV W U J Z LLi Q } � W Lu L LL P - 0 Q 2 PREPARED UNDER lE SECTION: 21 FOR BURIED UTILITY SUPERVISON OF TONRANGHIIP. S INFORMATION PROJECT N0: 1527 THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) SHEET UTILITY NOTIFICATION CENTER 3 OF 9 Known when below OF COLORADO(UNCC) SUPPLEMENTAL call beforeyoudig. WWW.UNCC.ORG LANDSCAPE IMAGES FRUITDALE LOFTS FRUITDALE LOFTS T a1 FRUITDALE LOFTS w z SITE DEVELOPMENT PLAN NORTH HALF OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN o CITY OF WHEAT RIDGED, COUNTY OF JEFFERSON, STATE OF COLORADO Z 10803 WEST 44th AVENUE, WHEAT RIDGE, CO 80033 0 0 w > w Of Z °L DECIDUOUS & EVERGREEN SHRUBS PERENNIALS I ORNAMENTAL GRASSES — w w x W Ali In 1 rw' , r r m m W z Sed, :.r U ARCTOSTAPHYLOS XCOLORADOENSIS 'PANCHITO' PHYSOCARPUS OPULIFOLIUS 'DART'S GOLD ROSA MEIDILAND RED CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER' PARTHENOCISSUS QUINQUEFOLIA PANCHITO MANZANITA DART'S GOLD NINEBARK RED MEIDILAND ROSE FEATHER REED GRASS VIRGINIA CREEPER v c 20 E w v e m d 7 a �° 0 0 o Q 1 t L H Nap McO4i 0 1 I BERBERIS THUNBERGII 'CRIMSON PYGMY' PRUNUS BESSEYI ROSA MEIDILAND WHITE MAHONIA REPENS CRIMSON PYGMY BARBERRY WESTERN SAND CHERRY WHITE MEIDILAND ROSE COLORADO CREEPING HOLLY SUBMITTAL t CHAMAEBATIARIA MILLEFOLIUM ROSA CLIMBING 'WILLIAM BAFFIN' RUBUS'DARROW LONICERA RETICULA TA'KINTZLEY'S GHOST FERNBUSH WILLIAM BAFFIN CLIMBING ROOSSEf�� DARROW BLACKBERRY KINTZLEY'S GHOST HONEYSUCKLE Z LL w `D- lips O W r w ; J C9DAPHNE Z BURKWOODCCAROL MACKIE' ROSE'HANSA' SPIREA NIPPONICA 'SNOWMOUND' PANICUM VIRGATUM 'NORTHWIND' CAROL MACKIE DAPHNE HANSA ROSE SNOWMOUND SPIREA NORTHVNND SWITCHGRASS Q } Q J W W ,: Q 3 ILL — e PREPIREO UNOER THE SECTION'. FOR BURIED UTILITY SUPERMSON OF: . RANGE 68WS INFORMATION i - � THREE (3) BUSINESS DAYS PROJECT NO: 1527 PEROVSKIAATRIPLICIFOLIA ROSA'KNOCK OUT DOUBLE' BEFORE YOU DIG CALL 811 RUSSIAN SAGE DOUBLE KNOCK OUT ROSE (OR 1-800-922-1987) SHEET UTILITY NOTIFICATION CENTER 40179 - Knowpw,�hatg beim OF COLORADO(UNCC) SUPPLEMENTAL YaIlbelomyoUdig. VWAV.UNCC.ORG LANDSCAPE IMAGES FRUITDALE LOFTS PAINT FA EXISTING PAINTED EXISTING FRUITDALE LOFTS SITE DEVELOPMENT PLAN NORTH HALF OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGED, COUNTY OF JEFFERSON, STATE OF COLORADO =0803 WEST 44th AVENUE, WHEAT RIDGE, CO 80033 O � F NINE ! ■�! rq•� FROSTED GLASS 4 CD BEDR 0 OM CEILING GLASS EV I j 1 '�'-mow_ �>• � i I West - RI /8" = 1'{ EXISTING RED BRICK PAINTED WOOD WINDOW FRAME - BROWN ROOF c 30'- 9" V — — MEZZANINE 23'-4-4" NEW ALUMINUM WINDOW FRAMES TO MATCH DUSTING STEEL PAINT FACIA - BEIGE _LEVEL 2 n 14'- 71/2" V EXISTING BLOND BRICK ---�iv 1AITINGSTEEIWINDIDW FRAME -.- LEVEL LEV 0 0'-0" 3 East - UNIT 100 - REHABILITATION z Lu 0 0 U O U n O � Luw O x z 0 a K o N N G O m N m ED m O o 0 U W Fn LU ILE U) O 0 U N > E.. o ° o o Ul G niozA)` m u2 r N Y O N PAINTED WOOD WINDOW FRAME - BROWN — — ADDRESS MIN 4"LETTERING y fT2U174-06e LOST§ SUBMITTAL 0803 WEeST 4411 ji (V \ 7 SIGN DETAIL (V ADDRESS — 10803 MIN 4" LETTERING 8 SIGN DETAIL - UNIT 100 _ Q 1/T=Ia N Z LL Q O o a 0 ?OWN J LV O U J = of O FRAME \ N \ � � ❑ ^ J 2 -BEIGE uJ LEVEL a `- EV L 0 —LEVEL 0 F_ _ 25' - 10" 42 - 6 1 /2" 26' - 0" LL 4 Noithl,- UNIT 100 - REHABILITATION 5 WBest; APT 100 - REHABILITATION 6 South -UNIT 100 - REHABILITATION V-9, PREPARED UNDER THE SECTION: 21 FOR BURIED UTILITY SUPERVI—NOR TOWNS RANGE: lews INFORMATION PROJECT N0: 1527 THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) SHEET UTILITY NOTIFICATION CENTER 5 OF 9 Know what's belOw. OF COLORADO (UNCC) BUILDING CaIlbefore you dig. WWW.UNCC.ORG ELEVATIONS rKUI I DALE LUr /7♦ ROOF 3p• -- 9" MEZZA Ie23. - q.�NINE — — — PAINT FACIA - BEIGE �LEVEL2 v 14'- 7 1/2" .. EXISTING BLOND BRICK EXISTING STEEL WINDOW FRAM - LEVEL 1-- •J 2.-3" ;.. L EL 0 East - Rehabilitation va-= ra FRUITDALE LOFTS SITE DEVELOPMENT PLAN NORTH HALF OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGED, COUNTY OF JEFFERSON, STATE OF COLORADO 10803 WEST 44th AVENUE, WHEAT RIDGE, CO 80033 )W FRAME -BROWN FRAME- BROWN V FRAME FRAME - BROWN 1/8"=I-0 I j]_ffMj_-1EUL0W •.. .. 1 3 SDP S;uth - Trash Enclosure 4 SDP East - Trash Enclosure 5 SDP North - Trash Enclosure 1/a-=1.9 MA. " 6 SDP I -a' -Trash Enclosure V FRAME z w 0 0 U U o0 o j.. LU z 0 U) rn N N p 0 m N } m ra 0}0 LU o Z W U LEI N W =1 W = N U rn 0 li m o 0 0 m x m? m o m o v o no 0 0 n ci <n a DOO , m H 3 0�o t 'D 3 m o N N p N m J, • SUBMITTAL PREPARED UNDER TUE SECTION: 21 FOR BURIED UTILITY SUPERVISION OF. TOWNS IP 3S INFORMATION RANGE. 89W THREE (3) BUSINESS DAYS PROJECT NO: 1527 BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) SHEET UTILITY NOTIFICATION CENTER 6 OF 9 �(ppyy yybg bg�QW OF COLORADO(UNCC) BUILDING Call before you dig. WWW.UNCC.ORG ELEVATIONS r MUI I UNLC LUr FRUITDALE LOFTS SITE DEVELOPMENT PLAN NORTH HALF OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGED, COUNTY OF JEFFERSON, STATE OF COLORADO 10803 WEST 44th AVENUE, WHEAT RIDGE, CO 80033 MATCHLINE - SEE THIS SHEET (RIGHT) FRUITDALE LOFTS (15 APARTMENTS) EX FEE: w 5389.37' 1n .,• 2" DOMESTIC SERVICE (WITH 1.5" TAP) PL 5386.22 90° BEND TC=5386.9E TC=5386.93 538 LOCALIZED DEPRESSION 4" FIRE SERVICE FL=5386.43 FL= 6.48 SW 5386.49 EX FFE: EX FFE 53872' //r5387.28 EX FFE I T 7 r4_ EOVERF OW, 5387.19'I� �$ SANITARY SERVICE - CLEANOUT 6" SANITARY SERVICE EX FEE: SW 5386.51 5387.30 -'Hill m APPROXIMATE LOCATION OF '\ ELECTRICAL SERVICE AND ,S 5387 TELECOMMUNICATION LINE (RE: ELECTRICAL ENGINEER) SW 5386.35 SW 5386.82 LOCALIZED DEPRESSION '..4 .. EXCLUSIVEUSEAREA APPROX. 1,837 SF 1 - 7.75% - ___...... , 5386.241 EX FFE: 5388 30' I L.P. 5386.35 { Al 1p'�b $ 5386.37 �1 { `TC=5387.12 '' FL=5386.62 TC=5308.94 FL=5386.44 0.75% FII TC=5387.12 \ 1' FL=5386.62 I= EMERGENCY OVERFLOW O� til SIDEWALK CHASEkil CONCRETE CHANNEL SIDE(TYP) I-TC=538667 ,FL=538617TC6.87 5.22'.,FL=5386.37 �b TC=5386.64 W 180% ) FL=5386.14 3/4'DOMESTIC SERVICE as 6.77%e EX FFE: ¢ STEPS - T0=5386.73 STEPS F1= 86.23 4' SANITARY SERVICE 1.80% _ TC=5387.23 -- FL --5306.73 APPROXIMATE APPROXIMATE LOCATION OF FL -538669 / FL=5388.48 =45° BEND 0.75% 0.751, I 5388.05 7C=5386.82 45' BEND FL=5386.32 5386.11 FL=5386.53 -PL 4 5386.33 PL 5385.84 - - TC=5386.82 A v POTENTIAL FUTURE EXPANSION AREA EXISTING AREA DRAIN TC=5386.78 I (TO BE USED FOR SOLAR PANELS WITH INITIAL DESIGN -. - RIM5385.42 PL 5386.48 \ : PL 5385.62 BOTTOM OF DRAIN. 5383 92 TIE INTO EXISTING STORM PIPE PL 5388.18 INV IN: 5584.02 - --- --- - -"' 2.00 (CONTRACTOR TO VERIFY TIE IN - - INVERTS AND LOCATION) I F03 6 ill PROPOSED 6" PVC STORM SW 5386.98 9W5387.01 III SEWER PIPE Q1.00% FL=3855385.99 �- L.P.5385.53 m m _ I� ' 11" M STEPS SW 5386.24 ' I� 3W 5386.23 PROPOSED 6" AREA DRAIN i FIFE: 5387.28' 53 j RIM: OUT. OUT: 5384.34 � I STEPS N. (LOW POINT TO BE RELEASED TO - EX FFE: ADJACENT STORM NETWORK EX FFE: 5388.28' THROUGH GRAVITY FLOW) 5386.80' LOW POINT TO BE� PUMPED AND I) APPROXIMATE DOWNSPOUT RELEASED BY A ! LOCATION TO DRAIN HISTORICALLY DAYLIGHT PIPE ON THE TO PROPERTY LINE SURFACE k \ / FRUITDALE LOFTS (15 APARTMENTS) EX FEE: w 5389.37' 1n .,• 2" DOMESTIC SERVICE (WITH 1.5" TAP) PL 5386.22 90° BEND TC=5386.9E TC=5386.93 538 LOCALIZED DEPRESSION 4" FIRE SERVICE FL=5386.43 FL= 6.48 SW 5386.49 EX FFE: EX FFE 53872' //r5387.28 EX FFE I T 7 r4_ EOVERF OW, 5387.19'I� �$ SANITARY SERVICE - CLEANOUT 6" SANITARY SERVICE EX FEE: SW 5386.51 5387.30 -'Hill m APPROXIMATE LOCATION OF '\ ELECTRICAL SERVICE AND ,S 5387 TELECOMMUNICATION LINE (RE: ELECTRICAL ENGINEER) SW 5386.35 SW 5386.82 LOCALIZED DEPRESSION '..4 .. EXCLUSIVEUSEAREA APPROX. 1,837 SF 1 - 7.75% - ___...... , 5386.241 EX FFE: 5388 30' I L.P. 5386.35 { Al 1p'�b $ 5386.37 �1 { `TC=5387.12 '' FL=5386.62 TC=5308.94 FL=5386.44 0.75% FII TC=5387.12 \ 1' FL=5386.62 I= EMERGENCY OVERFLOW O� til SIDEWALK CHASEkil CONCRETE CHANNEL SIDE(TYP) I-TC=538667 ,FL=538617TC6.87 5.22'.,FL=5386.37 �b TC=5386.64 W 180% ) FL=5386.14 3/4'DOMESTIC SERVICE as 6.77%e EX FFE: ¢ STEPS - T0=5386.73 STEPS F1= 86.23 4' SANITARY SERVICE 1.80% _ TC=5387.23 -- FL --5306.73 APPROXIMATE APPROXIMATE LOCATION OF FL -538669 / FL=5388.48 =45° BEND 0.75% 0.751, I 5388.05 7C=5386.82 45' BEND FL=5386.32 5386.11 FL=5386.53 -PL 4 5386.33 SpG n -dia � 1\ PROPERTY LINE NORMA 5386 ANDERSON PROPOSED PRESCHOOL GRADE BREAK _..•5388.10�R I _ f ESCHOOL 5386.2555 j 53� 1.45% MRwgam-mMM a m m mmimiiiiii MATCHLINE - SEE THIS SHEET (LEFT) IRRIGATION TAP NOTE 1. IRRIGATION TAP TO OCCUR ON THE DOMESTIC WATER SERVICE AFTER THE BACKFLOW PREVENTER I WITHIN THE BUILDING. IRRIGATION CONSULTANT TO ELECTRICAL TRANSFORMER TC=5387.33 I PL 5385. T4 CONFIRM THAT THIS IS ALLOWABLE WITH THE (RE: ELECTRICAL ENGINEER) -W-- 1.40% UPSIZE DOMESTIC SERVICE LINE FROM FL=5386.83 DENVER WATER DEPARTMENT. 0310 ° METER IN MANHOLE 1.5" TO 2" AT A LOCATION 5' PAST THE 1 o c i TC=5387.33 y OUTSIDE OF THE WATER METER MANHOLE TC=5387.24 I FL=5386.83 �n 495°I° TC=5386.18 FL=5386.14 / ,y. /� PL 5387.36 _.=-METERIN TC 5388.38-r �... PL 538580 N MANHOLE -__ : TC=5387.34.- FL=6386.66 FL 5385.88 _ FVA 71E INTO EXISTING FLOWLINE _ -- EXISTING FIRE HYDRANT S' - 7 FL=5386.84 -- -� APPROXIM (TE LOCATION OF EXISTING ) FL -5386.86 ( c -. e ELSECURB STOP ELECTRIC CAR CHARGING150.00' FROM PROPERTY LINE TO LE TC=538736 F- 10 00 STATIONS ONE TO BE - J\�FIREHYDRANT ON NORTH SIDE OF 44TH AVE INSTALLED INITIALLY, AND THE CURB STOP 1000' EXISTING`NATER MAIN - E CORP STOP - OTHER TO BE INSTALLED IN THE FUTURE) CORP STOP- - -44TH AVE W. ° - - - - TAPPING SLEEVE ,. f f -L- W/TAPPING VALVE -_ .�;,., I 166' EXITING R.O.'+V.I 7 t EXISTING ELECTRIC z' I �. EXISTING SANITARY SEWER : \� APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT 20 0 20 40 SCALE 1'=20' FEET FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER Know wham below OF COLORADO (UNCC) Callbdmeyou ck WWW.UNCC.ORG zI0 w ' SUBMITTAL U J J NcoO LL ? of p o J p W UJ U J Z (D Q J H W � I--' LL ~ Q PREPARED UNDER TBE SECTION: 21 SUP-GON OF: I TOWNSHIP: 3S RANGE: SOW PROJECT NO: 1527 SHEET 9OF8 UTILITY & GRADING PLAN FRUITDALE LOFTS PL 5385.84 - - TC=5386.82 FL=5386.32 PL 5385.73 _� 075 -0 TC=5386.78 I FL=53868 O 9` I i -CONCRETE CHANNEL --- TC=5386.53 F03 PL 5385.44 TC=5386.49 FL=3855385.99 85.58PLL=5386 5.52 SpG n -dia � 1\ PROPERTY LINE NORMA 5386 ANDERSON PROPOSED PRESCHOOL GRADE BREAK _..•5388.10�R I _ f ESCHOOL 5386.2555 j 53� 1.45% MRwgam-mMM a m m mmimiiiiii MATCHLINE - SEE THIS SHEET (LEFT) IRRIGATION TAP NOTE 1. IRRIGATION TAP TO OCCUR ON THE DOMESTIC WATER SERVICE AFTER THE BACKFLOW PREVENTER I WITHIN THE BUILDING. IRRIGATION CONSULTANT TO ELECTRICAL TRANSFORMER TC=5387.33 I PL 5385. T4 CONFIRM THAT THIS IS ALLOWABLE WITH THE (RE: ELECTRICAL ENGINEER) -W-- 1.40% UPSIZE DOMESTIC SERVICE LINE FROM FL=5386.83 DENVER WATER DEPARTMENT. 0310 ° METER IN MANHOLE 1.5" TO 2" AT A LOCATION 5' PAST THE 1 o c i TC=5387.33 y OUTSIDE OF THE WATER METER MANHOLE TC=5387.24 I FL=5386.83 �n 495°I° TC=5386.18 FL=5386.14 / ,y. /� PL 5387.36 _.=-METERIN TC 5388.38-r �... PL 538580 N MANHOLE -__ : TC=5387.34.- FL=6386.66 FL 5385.88 _ FVA 71E INTO EXISTING FLOWLINE _ -- EXISTING FIRE HYDRANT S' - 7 FL=5386.84 -- -� APPROXIM (TE LOCATION OF EXISTING ) FL -5386.86 ( c -. e ELSECURB STOP ELECTRIC CAR CHARGING150.00' FROM PROPERTY LINE TO LE TC=538736 F- 10 00 STATIONS ONE TO BE - J\�FIREHYDRANT ON NORTH SIDE OF 44TH AVE INSTALLED INITIALLY, AND THE CURB STOP 1000' EXISTING`NATER MAIN - E CORP STOP - OTHER TO BE INSTALLED IN THE FUTURE) CORP STOP- - -44TH AVE W. ° - - - - TAPPING SLEEVE ,. f f -L- W/TAPPING VALVE -_ .�;,., I 166' EXITING R.O.'+V.I 7 t EXISTING ELECTRIC z' I �. EXISTING SANITARY SEWER : \� APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT 20 0 20 40 SCALE 1'=20' FEET FOR BURIED UTILITY INFORMATION THREE (3) BUSINESS DAYS BEFORE YOU DIG CALL 811 (OR 1-800-922-1987) UTILITY NOTIFICATION CENTER Know wham below OF COLORADO (UNCC) Callbdmeyou ck WWW.UNCC.ORG zI0 w ' SUBMITTAL U J J NcoO LL ? of p o J p W UJ U J Z (D Q J H W � I--' LL ~ Q PREPARED UNDER TBE SECTION: 21 SUP-GON OF: I TOWNSHIP: 3S RANGE: SOW PROJECT NO: 1527 SHEET 9OF8 UTILITY & GRADING PLAN FRUITDALE LOFTS E F �2� xn I Q xo FRUITDALE LOFTS SITE DEVELOPMENT PLAN NORTH HALF OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGED, COUNTY OF JEFFERSON, STATE OF COLORADO 10803 WEST 44th AVENUE, WHEAT RIDGE, CO 80033 NEW CHAIN LINK FENCE/ GATE INSTALL WITH SHADE TILTED TO THE MAXIMUM OF 00' TO LIMIT LIGHT SPILL OVER PROPERTY UNE AND PRODUCE AN ASYMMETRICAL LIGHT DISTF48UTION TOWARD THE ENTRANCE •0.9 0.8 't d ' . .6 'IS 1.1 0.)10.4 02 .0555 '0.80.8 0.8 *1.0 1.7 A 1.1'2.01.0 'OS'0.3 0. 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ANY PROPOSED LUMINAIRES INSTALLED ON PRNATE PROPERTY, ADJACENT TO THE PUBLIC RIGHT-OF-WAXSHALL BE ORIENTED IN SUCH A MANNER OR UMRED IN LUMEN OUTPUT TO PREVENT GLARE PROBLEMS AND SHALL NOT EXCEED NATIONAL I.E.S. UGHRNG STANDARDS FOR DISABILITY GLARE. Z 0 z w 0 0 u, W a � 0 O SUBMITTAL U J J O N LL LU 0 o O U)U W lL J Z 'L'j^ QV Q J QN/ I- LU LL Z LLJ LL P Q SECTION: 21 TOWNSHIP: 3S RANGE: 6SW PROJECT NO: 1527 SHEET SOF8 PHOTOMETRIC SITE PLAN M -12-10 200— vWc LI2IEL 1 01200— vWc TYPE ZA, UZ I _y CHI1Fx/CGIAAx001NC/810 D011FRK0149IIOOINCtEIA CH _ DB �.. SL 011i - C!I/D" AA A 8 B I B LT7.4 101C�Il l M 124M87a0 M] !+aY 1P� �A1�1�24H .T' ' u x0O�pa ] 110011Iv9940wWN o. A5oµiAa?2k�ocGN I ]rNX!Sn 5.... "12ti00m00000Aw1.4YvV 'C 2P� ® {74M11w1 UON 12 POLE � � Y SEII (LEDI A c D e F a x FRUITDALE LOFTS SITE DEVELOPMENT PLAN NORTH HALF OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGED, COUNTY OF JEFFERSON, STATE OF COLORADO 10803 WEST 44th AVENUE, WHEAT RIDGE, CO 80033 GENERAL NOTES 1. ANY PROPOSED LUMINAIRES INSTALLED ON PRIVATE PROPERTY, ADJACENT TO THE PUBLIC RIGHT-OF-WAY, SHALL RE ORIENTED IN SUCH A MANNER OR LIMITED IN LUMEN OUTPUT TO PREVENT GLARE PROBLEMS AND SHALL NOT EXCEED NATIONAL I.E.S. LIGHTING STANDARDS FOR DISABILITY GIME BCER. SUBMITTAL U J J ~~ LL W p 20 J N p LV W V J Z H W H Lu LL F - Q SECTION: 21 TOWNSHIP: 3S RANGE: 69W PROJECT NO: 1527 SHEET 80F9 LIGHTING DETAIL PLAN rKUI I DALE LUH 16 Cily of W heat 1idgc COMMUNI TY DEVELOPMLN I Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: September 20, 2016 Response Due: October 4, 2016 The Wheat Ridge Community Development Department has received a request for approval of a site plan application for the redevelopment and reuse of Fruitdale School at 10803 W. 44th Avenue—see vicinity map on page two. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WSP-16-05 / Fruitdale Site Plan Request: The applicant, Hartman Ely Investments (HEI), is under contract to purchase the property from the Wheat Ridge Housing Authority and is proposing to rehabilitate the historic Fruitdale School for residential use. The adaptive reuse will result in 16 apartments. No change is proposed to the footprints of the existing buildings, but extensive site improvements will include grading the site and installation of ground -mounted solar panels, landscaping, paved parking, and site lighting. The subject site is comprised of one parcel that is 62,708 square feet (1.44 acres) in size. Earlier this year, the property was rezoned and platted as part of Case Nos. WZ-16-02 and MS -16-01. 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: Lauren Mikulak Phone: 303.235.2845 Email:Imikulak@ci.wheatridge.co.us Fax: 303.235.2845 DISTRIBUTION: Wheat Ridge Public Works Wheat Ridge Forestry Division Wheat Ridge Building Division Valley Water District Fruitdale Sanitation District Arvada Fire District Jefferson County Public Schools Xcel Energy Century Link Comcast Cable Vicinity Map The subject property is located at 10803 W. 44`h Avenue, and it is outlined in blue in the image below. City of Wheat c COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291' Ave. October 4, 2016 Mr. Jim Hartman 2120 Bluebell Avenue Boulder, CO 80302 Re: Fruitdale Lofts – Site Plan / l' Review Dear Mr. Hartman: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is regarding the application for approval of a Site Plan for the Fruitdale Lofts property which is zoned Mixed -Use Neighborhood (MU -N) and located at 10803 W. 44a' Avenue. I have reviewed the site plan and have the following comments. Please also refer to the enclosed redlined copy of the submittal sheets and comments from other departments/agencies. All Sheets 1. Please correct the spelling of "buried" in the 811 notation on all sheets. Sheet 1—Cover Sheet/Site Plan 2. Correct the northernmost property line dimension to match with the plat. It should read 1 10' instead of 110.75' 3. Label the bike rack locations. 4. Provide a detail or other information about the bike rack design to indicate how many spaces can be provided per rack. For reference, each inverted U -shape bicycle rack is counted as 2 bicycle parking spaces. 5. Label or remove the storm sewer pipe at the northeast corner of the building. 6. Along the eastern property line adjacent to the parking, does the proposed fence extend south all the way to 44`h Avenue? Please denote the terminus of the fence. In this same area, please denote the location/width of the proposed gate. 7. The land swap agreement between the Housing Authority and School District requires that the fence between the properties be constructed of "mutually agreed upon" materials. Please confirm that the School District has agreed to the fence design. 8. Is the existing curb cut proposed to be modified? If not, please label as an existing curb cut. 9. A note at the southwest corner of the property indicates a utility easement. Provide a reception number for the easement or indicate that it will be created by separate document. 10. In the graphic legend, remove the scale bar which conflicts with the scale provided on the bottom of the sheet. 11. In the Owner's Certificate, please replace the text "Name of owner..." under the signature line with the name of the person who will sign. This should be Jim's name. We will get the plan to an approvable point and sign the site plan after closing. 12. In the City Certificate, please modify the text under the signature line so it only reads "Community Development Director." wwwxi.wheatridge.co.us 13. Remove the surveyor certificate—a stamp will not be required because the lot dimensions are based on a recent plat. 14. In the site data tables: a. Add the address: 10803 W. 44°i Avenue b. Add case history with the following case numbers: WSP-16-05, MS -16-01, WZ-16-02 c. Round the net area calculation so it matches the gross lot area – the two should be the same since there is no land dedication that will reduce the lot area. d. The hardscape, landscape, and usable calculations on the cover sheet do not appear to match the numbers provided on Sheet 2. Please remove these three categories from the cover sheet and replace them with the umbrella category of "Open Space." Please also note that because the property is entirely residential, the open space requirement is 15%. This appears to be met, but will require a few edits on Sheets 1 and 2. e. In the summary of gross building area, please distinguish between the ground floor of the primary building and of the detached unit. f. Modify the parking summary table as follows: Parking Spaces Provided Required Total 40 - Standard 38 Min 16 Max 40 Accessible 2 2 Charging Stations 2 - Bicycle 8 4 Sheet 2—Landscape Plan 15. In the open space calculations table, please update all calculations to reflect the 15% minimum open space requirement. 16. Refer to the enclosed redline for a few label corrections. 17. Clarify what the "native seed" mix is proposed to be in the northern portion of the site. How this part of the property is proposed to be irrigated/maintained? 18. Clarify which trees are proposed to be relocated (this may be provided with a separate exhibit and or photographs). 19. It appears that the parking lot screening along the southern property line includes primarily Karl Foerster feather reed grass. Presumably these are cut shorter in the winter. Please consider adding more variety to provide a year-round parking lot screen. 20. Please note that an irrigation plan will be required with building permit application. Sheet 6—Building Elevations 21. It appears that the dumpster enclosure does not adequately screen a dumpster. Please clarify what the dumpster dimensions are anticipated or raise the height to 6 feet to ensure there are no issues in the future. 22. Please clarify and label the features the 16 units attached to the north side of the blond brick building. Are these existing or proposed? Sheet 7—Utility and Grading Plan 23. The northern portion of the site is not included in the grading plan. Will this area be re -graded? WSP-16-05 / Fruitdale Lofts Sheet 8/9 – Photometric and Lig_htin Detail 24. It is unclear to me which fixture is being proposed for the ZA and UZ fixtures. Please clarify by adding a catalogue number to the luminaire schedule on Sheet 8 and/or circling the specific fixtures on Sheet 9. Visible bulbs should be shielded. 25. Can the freestanding fixture at the eastern entrance be shielded to reduce spillover? 26. In the schedule on Sheet 8, add the height of the fixtures (mounting height for wall -mounted and total height for freestanding). Attached are the comments received from other City departments and outside agencies regarding your Site Plan application: • Wheat Ridge Public Works: See attached comments from Dave Brossman dated October 3. • Arvada Fire District: See attached comments from Steven Parker dated October 3. • Xcel Energy: See attached comments from Donna George dated October 3. • Wheat Ridge Water District: See attached comments from Kathleen Kadnuck dated September 21. • Wheat Ridge Forestry Division: No additional comments—they also had questions related to Comments 17 and 18 above. • Wheat Ridge Sanitation District: No comments received. • Century Link: No comments received. • Comcast Cable: No comments received. • Wheat Ridge Building Division: No comments received. This concludes the summary of comments. Please address each of these comments by revising the Site Plan accordingly. For questions or clarification on any comments, please feel free to directly contact any of the Development Review committee members. The next submittal should include one (1) full size hard copies of the revised drawings, one digital copy of the revised drawings (in .pdf format), a digital (.pdf) colored version of the elevations, and a response to this letter. Please note that a subdivision plat is required for construction of townhomes. As previously mentioned, building permits will not be issued until the plat is reviewed, approved, and recorded. Similarly to the site plan, this process can take at least a month. Sincerely, Lauren E. Mikulak, AICP Senior Planner cc: Case File Jack Brinkley, The Abo Group WSP-16-05 / Fruitdale Lofts 09/21/18 WU 13:18 FAX 303 424 0828 VALLEY (PATER DIS 0001 VALLEY WATER DISTRICT 12101 wF.,�r 52ND AVENUE W HFA'r RUX;F:, COLORADO 80033 TELEPHONE 303-424-9661 FAx 303-424-0828 September 21, 2016 I.a.uren Mikulak Senior Planner City cif Wheat Ridge 7500 W. 29'h Mcnuc Wheat Ridge, CO 80033 Dear Lauren; In response to your inquiry regarding Case No. WSP-16-05, Fruitdalc Site Pltm, Ilic Valley Water District offers the following comments: The Valley Water District has the capacity to serve the proposed project. 2. Domestic taps and fire lines will be required to serve the project. The fire line will require a plan submittal and review through the Valley Water 6istrict and the Denver Water Department. 3. Should additional fire hydrants be required by the Arvada Fire Protection District, it would also require a plan submittal and review through the Valley Water District and the Denver Water Dcpwment along with necessary casements. 4. The developer should remain in contact with the District as the project moves forward to communicate any changes that may occur during the planning process. Please feel free to contact me with any further questions. Sincerely, 0 ath een a rfuc District Mee Manager XcelEnergySM PUBLIC SERVICE COMPANY October 3, 2016 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Lauren Mikulak Re: Fruitdale Site Plan, Case # WSP-16-05 Right of Way & Permits 1123 West 3rd 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 site plans for Fruitdale. The property owner/developer/contractor must contact the Builder's Call Line at https://xcelenergy.force.com/FastApp (re ister, application can then be tracked) or 1-800-628-2121 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 for new facilities. Please note there must be adequate clearance of the vegetation from the planned transformer. This includes placement of the tree near the planned electric line to the transformer. 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. If you have any questions about this referral response, please contact me at (303) 571- 3306. Donna George Contract Right of Way Referral Processor Public Service Company of Colorado !t, X"dow For t8VARon -s-Ana 7903 Allison Way Arvada CO 80005 • 303-424-3012 • 303-432-7995 fax October 3rd, 2016 Ms. Lauren Mikulak, Senior Planner City of Wheat Ridge 7500 W 29"' Avenue Wheat Ridge, CO 80033 Re: Fruitdale, COWR Project #WSP-16-05, AFPD Project #16-120D Ms. Mikulak: The referral referenced above was reviewed for compliance with the 2012 International Fire Code (IFC) as adopted by the City of Wheat Ridge. The Fire District has the following comments regarding this development plan. 1. Fire protection service This parcel is currently within the jurisdictional boundaries of the Arvada Fire Protection District (AFPD). The fire protection services for this parcel are provided primarily by AFPD Fire Station #2 located at 5250 Oak St. 2. Fire apparatus access -surface Fire apparatus access roads shall be provided with an approved all-weather surface (concrete or asphalt). Access roads shall be capable of supporting an imposed load of 85,000 pounds. (2009 IFC Section 502.2.3) The applicant shall provide acknowledgement and indicate compliance with this requirement. 3. Emergency vehicle access (EVA) The EVA shall have a minimum width of 26-0 feet. (2012 IFC Section 503.2.1 amended). It appears that this requirement has been met. 4. Fire apparatus access -turning radius Fire apparatus access roads shall provide a minimum inside turning radius and an outside turning radius sufficient to allow navigation of fire apparatus and allow effective fire suppression operations. A turning analysis of the site, using AutoTURN® or an equivalent program, shall be provided and indicate that access throughout the site will accommodate fire apparatus as specified by Arvada Fire. The developer or representative shall contact Arvada Fire Community Risk Reduction Division for apparatus dimensions for use in the turning analysis (2012 IFC Section 503.2.4). The applicant shall provide the specifications used for AFPD T-56. The Auto TURN® provided does not indicate the dimensions used. 5. Emergency access through site The private roads through the site shall be dedicated on the final plat as "Emergency Access Lanes" or other similar language as required by the City of Wheat Ridge. The applicant shall provide acknowledgement and indicate compliance with this requirement. 6. Fire lane signage Provide a signage plan indicating the location of fire lane signage. The fire lane signage shall comply with the City of Wheat Ridge Engineering Standards shall be provided on the curb line. (2012 IFC Section 503.3) Fire lane signage plan shall be provided. 7. Required fire -flow Based upon the information provided and assuming wood -frame construction the minimum required fire -flow is determined as follows for a structure that is 16,355 square feet: • 1,750 gallons -per -minute These figures include a 50% reduction in required fire -flow for the indicated installation of an automatic fire sprinkler system. (2012 IFC Table B105.1 and Section B105.2) 8. Water supply for fire -protection Fire hydrants shall be installed and/or made operational to provide the minimum required fire - flow prior to commencing construction above grade. (2012 IFC Sections 507) The applicant shall provide acknowledgement and indicate compliance with this requirement 9. Fire sprinkler system The Utility plan indicates a fire line being installed. There is no indication on the plans of a fire sprinkler system being installed within the structure. The applicant shall provide clarification on the plans indicating that the building will be sprinklered 10. Landscaping clearance A 3-0 foot clear space shall be maintained around all fire hydrants. The space shall be measured from the top center of the hydrant and there shall be no obstructions directly in front of fire hydrants. (2012 IFC Section 507.5.5) All of the trees within this development, shall provide an unobstructed vertical clearance of 13 feet 6 inches for emergency vehicle access (2012 IFC Section 503.2.1). The applicant shall provide acknowledgement and indicate compliance with these requirements. 11. Premise identification During construction and upon completion there shall be building signage provided, a minimum of 4 inches high with a 0.5 inch stroke and visible from the street or road fronting that building. (2012 IFC Section 505). The applicant shall provide acknowledgement and indicate compliance with this requirement. 12. Construction plans Complete specifications and building construction plans shall be submitted directly to the Fire District (AFPD) for review and approval at the same time plans are submitted to the Arvada Building Inspection Division and prior to construction occurring. The developer is encouraged to contact the AFPD Community Risk Reduction Division to verify plan submittal requirements and Fire District permit fees prior to plans submittal. The applicant shall provide acknowledgement and indicate compliance with this requirement. Please contact me at (303) 403-0477 or via e-mail at stevenparkerAarvadafire.com if you should have any questions or need further information. Sincerely, Steven Parker Deputy Fire Marshal City of ,40r W heat �id c PUBI IC WORKS Memorandum TO: Lauren Mikulak, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: October 3, 2016 SUBJECT: WSP-16-05 / Fruitdale Site Plan, 10803 W. 44th Avenue I have completed my review for the request to approve a Site Plan for the property at 10803 W. 44th Avenue received on September 20, 2016, and I have the following comments: 1. Upon examination of the submitted documents I noticed there was no meaningful drainage information included; I will be unable to complete my review at this time. 2. A Drainage Letter and Plan that includes the following shall be required prior to completion of the Site Plan review by Public Works: a. Adequate calculations comparing the existing imperviousness with the proposed amount of impervious surface. b. What redevelopment category of the Site Drainage Requirements the project will fall under (based upon the results of a. above), c. The water quality and/or detention measures being proposed. d. Sufficient information to verify the design is compliant with the City's Site Drainage Requirements. e. If the design will incorporate the Fruitdale Preschool's detention/WQ facility, written permission from the school district allowing this must be provided prior to City approval of such a design. To Lauren - Fruitdale 10803 W44th Ave Site Plan lst Review.docx 09/21/18 WED 13:18 FAX 303 424 0828 VALLEY WATER DIS 16001 VALLEY WATER DISTRICT 12101 WE:5r,92N1,) AVF,NUF wFIFff RIIX) F, COLORADO 80033 TELEPHONE .103-424-9661 FAX,VII-424-0828 September 2 I, 2016 Lauren Mikulak Senior Planner City of Wheat TRidge 7500 W. 29`h AvcnUC Wheat'Ridge, CO 80033 Dear Lauren: In response to your inquiry regarding Case No. WSP-16-05, Fruitdale Site Plan, the Valley Water District offers the following comments: The Valley Water district has the capacity to serve the proposal project. 2. Domestic taps and fire lines will be required to serve the project. The fire line will require a plan submittal and review through the Valley Water District and the Denver Water Department. 3. Should additional fire hydrants be required by the Arvada Fire Protection Dist i'lct, it would also require a plan submittal and review through the Vallcy Water District and the Denver Water Department along with necessary casements. 4. The developer should remain in contact with the District as the project 111ovcs forward to communicate any changes that may occur during the planning, process. Please feel free to contact me with any further questions. Sincerely, d, ath een a uc District Office Manager HEI Hartman Ely Investments LLC 2120 Bluebell Avenue Boulder CO 80302 720-333-0110 October 19, 2014 City of Wheat Ridge Ms. Lauren Mikulak 7500 West 29th Avenue Wheat Ridge, CO 80033 Re: Fruitdale Lofts Response to City comments on Site Development Plan Dear Lauren, Thanks very much for a thorough review of the Fruitdale Lofts Site Development Plan (SDP). I am writing to reply to your enclosed letter and 10/7 conversation regarding the City's comments on the SDP: 1. The spelling will be corrected. 2. The dimension will be corrected. 3. The bike rack locations will be labelled. 4. A bike rack detail will be provided. 5. The storm sewer pipe will be removed from Sheet 1. 6. The fence details along the eastern property line will be clarified. The only gates will be at the SE and NW corners of the solar farm area. 7. That fence will be mutually agreed with the School District per the pending MOU that was issued earlier this week. 8. The curb cut will be labelled as existing. 9. We will add a note that indicates a future easement for the transformer. 10. The scale will be corrected. 11. The owner name will be included. 12. The signature line will be corrected. 13. The surveyor certificate will be removed. 14. The site data tables will be updated and the required bicycle quantity will be revised to 3 per our conversation. 15. The open space calculations will be updated. 16. Thanks for your plant material quantity corrections; those will be included. 17. The native seed mix will be clarified. Per our conversation, that seed will be established by natural rainfall and periodically maintained to keep the height of grasses/weeds from blocking sunlight to the lower edge of solar panels. 18. Existing trees to be relocated will be shown. 19. The parking lot plant screening layout will be revised to provide more height in the winter. 20. The site irrigation plan will be submitted during construction, since that will be a design/build system. 21. The height of the dumpster enclosure will be raised to 6'. 22. The mechanical condenser units will be deleted from the SDP drawings since the location of those may shift a bit once we select our mechanical subcontractor. 23. We will show grading for the northern portion of the site. 24. We will clarify light fixture details. 25. The pole light at the building's east entrance is an indirect source/reflector so that will provide shielding. 26. The height of pole lights will be shown. Regarding the comments from Dave Brossman: 1. We will include a brief drainage letter. 2. Regarding site drainage information: a. We will show existing vs proposed imperviousness calculations. b. Site drainage revisions will be minor and described by the drainage letter. c. Per our conversation, on-site detention and water quality improvements beyond our landscaping design will not be necessary for this site. d. The revised SDP submission should provide adequate information to verify compliance with drainage requirements. e. Permission from the School District for a storm drainage connection between the two properties is pending per the MOU. We will send Arvada Fire a separate letter on their comments and will contact Xcel/Valley Water regarding their comments. The revisions noted above will be incorporated into a revised SDP submission next week, concurrent with submitting the construction documents for building permit review. Please let me know if you have any questions or comments. Sincerely, HARTMAN ELY INVESTMENTS LLC Jim Hartman Manager Encl: COWR letter dated 10/4/16 Xc: Jack Brinkley, The Abo Group HEI Hartman Ely Investments LLC 2120 Bluebell Avenue Boulder CO 80302 720-333-0110 October 21, 2016 Arvada Fire Protection District Mr. Steven Parker 7903 Alison Way Arvada, CO 80005 Re: Fruitdale Lofts Response to Arvada Fire comments on Site Development Plan Dear Steven, Thanks very much for a thorough review of the Fruitdale Lofts Site Development Plan (SDP). I am writing to reply to your enclosed letter regarding those SDP comments: 1. We agree on the fire protection service boundaries. 2. The fire lane will be designed to support the 85,000 pound loading as requested. 3. We agree that adequate emergency vehicle access has been provided (also see item 5 below). 4. The AutoTURN analysis used the attached fire apparatus dimensions per your 8/9/16 email. 5. The final SDP drawings will show the Emergency Access Lane (fire lane) as shown by the attached site plan. 6. Fire lane signage will be provided at the north end curb line of the fire lane. 7. The required fire flow information will be shown on the fire sprinkler shop drawings submitted during construction. 8. Our Contractor will verify compliance with fire -flow requirements prior to commencing above -grade construction. The fire sprinkler shop drawings noted above will also provide information regarding the minimum fire -flow rates provided by the existing fire hydrants east and west of this site. 9. The final SDP drawings will include a note that states that the main Fruitdale building will be fully fire-sprinklered. 10. The requested minimum 13'-6" vertical clearance under trees for emergency vehicles in the fire lane will be provided. 11. Minimum signage dimensions will be provided on the final SDP drawings, during construction and on the completed building as requested. 12. Our architect will submit construction plans and specifications for your review next week, concurrent with submitting the revised SDP drawings to Wheat Ridge for their final review. Thanks again for your review of the SDP drawings. Please let me know if you have any questions or comments on our responses. Sincerely, HARTMAN ELY INVESTMENTS LLC Jim Hartman Manager Encl: Arvada Fire letter dated 10/3/16 Fire Apparatus drawing from Arvada Fire Site plan dated 8/3/16 Xc: Lauren Mikulak, City of Wheat Ridge Jack Brinkley, The Abo Group Tanner Weatherbee, Palace Construction -11 . . . . OL lc yi Cf.'WPO,')'9Oa?l llV3HM *anN3AV 4itVIS3M COPO I slAol iivaiinij af 011 SIN3WIS3ANI A13 NVWIHVH 17- ..................... ............ ... ......... . ...... ... .......... - EE009 07'300I81V3HM3(1N3AV MVP MM COM si�oi Tvaimij 011 SiNgWiSgANI A13 NVWISVH ..................... ............ ... ......... . ...... ... .......... - 1 M I City of W heat �dge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29th Ave. November 1, 2016 Mr. Kyle M. Godwin, P.E. Wilson & Company, Inc. 1675 Broadway, Suite 200 Denver, CO 80202 303.297.2976 Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Re: First Review Comments of the Technical Memorandum / Final Drainage Analysis, for Case # WSP- 16-05 / Fruitdale Lofts located at 10803 W. 44`h Avenue. Dear Mr. Godwin, I have completed my first review of the above document included in the Building Permit Application for the property at 10803 W. 44`h Avenue received on October 30, 2016, and I have the following comments: Final Drainage Report (Discussion): General Comments: 1. Please be advised of the following: a. If the TOTAL area of disturbance equals or exceeds one (1) acre in size, the following shall apply: i. A SWMP with CDPS Permit from the state shall be required. ii. A water quality facility shall be mandatory pursuant to the Clean Water Act requirements. iii. All components required in the outline found in Section VII of the City's Site Drainage Requirements shall be included. iv. The "Technical Memorandum" will need to be renamed to "Final Drainage Report". b. The TOTAL area of disturbance includes, but not limited to, areas of demolition, construction, grading, landscaping, and where material storage will take place. c. The TOTAL area is considered to be the area of disturbance for ALL phases of the project, even if the time between those phases may be significant. 2. In the Existing and Proposed Drainage Conditions section: a. State the proposed TOTAL area of disturbance as defined above. b. If the area of disturbance will remain less than one (1) acre even if multiple phases are proposed, then this needs to be clearly conveyed in the discussion portion and that no SWMP or WQ facility will be needed as a result. Please note that to "pass the straight - face test" with the state, the amount under an acre should be at least a few hundred square feet, i.e., one (1) percent or about 440 ft2 (since it is only an approximation). c. Provide the area of existing impervious surface rounded to the nearest square foot that corresponds to the 51.3% percentage of the overall property. Provide the same for the area that is proposed for redevelopment corresponding to the 50.7% imperviousness. d. Include and discuss sub -basin area and runoff coefficient information for both the historical and developed conditions. 3. If the TOTAL area of disturbance is one (1) acre or more runoff and volume calculations must be discussed along with the type of water quality facility chosen. Please be advised that if an infiltration system is chosen www.ci.wheatridge.co.us Public Works Engineering November 1, 2016 Page 2 Final Drainage Report (Appendix): 1. If the area of disturbance equals or exceeds one (1) acre in size you must include all volume and release calculations needed for the mandatory WQ pond, adhering to the outline found in Section VII of the City's Site Drainage Requirements. Drainage Plan (Appendix F): 1. At a minimum you will need to provide: a. Sub -basin and runoff coefficient information for both the historical and developed conditions. b. Grade percent and flow arrows. 2. If the area of disturbance equals or exceeds one (1) acre in size you must include all runoff and volume calculations needed for the mandatory WQ pond, adhering to the outline found in Section VII of the City's Site Drainage Requirements. Please include a PDF of the revised Final Drainage Analysis with the next submittal. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer/ City Surveyor CC: Steve Nguyen, Engineering Manager Lauren Mikulak, Senior Planner File www.ci.wheatridge.co.us Ftuitdale Lofts FDR Review-Utndocx Lauren Mikulak From: Jack Brinkley <JBrinkley@theabogroup.com> Sent: Wednesday, October 26, 2016 3:02 PM To: Lauren Mikulak Cc: Jim Hartman; Susan Ely Subject: RE: Fruitdale Lofts, Site Development Plan (reply to City comments) Lauren, I just dropped of the revised and additional documents requested in your review letter. I believe we addressed everything but let me know if you have any questions or concerns. Thanks Jack jack r brinkley, ra p 720.214.7806 1 c 303.902.3317 jbrinkley(a)theabogroup.com From: Lauren Mikulak [mailto:Imikulak@ci.wheatridge.co.us] Sent: Wednesday, October 26, 2016 1:40 PM To: Jim Hartman; Jack Brinkley; Susan Ely Subject: RE: Fruitdale Lofts, Site Development Plan (reply to City comments) The only issue that may still be outstanding is item 20 relative to the native seed mix. I thought when we discussed that you were proposing more than natural rainfall which is negligible and likely insufficient. Please address how this will be established and not become a weed patch. Landscape maintenance, even for a more naturalized setting, is a high priority for the City. Lauren E. Mikulak, AICP Senior Planner Office Phone: 303-235-2845 From: Jim Hartman [mailto:iim@hartmanelyinvestments.com] Sent: Wednesday, October 19, 2016 6:05 PM To: Lauren Mikulak <Imikulak@ci.wheatridge.co.us>; Jack Brinkley <JBrinkley@theabogroup.com>; Susan Ely <susan@hartmanelyinvestments.com> Subject: Fruitdale Lofts, Site Development Plan (reply to City comments) Hi Lauren, Thanks very much for the City's thorough review of our initial SDP submission. Our replies to your comments are the third attached file. Talk with you soon, Jim Hartman Manager Hartman Ely Investments LLC 2120 Bluebell Avenue Boulder CO 80302 720-333-0110 -------- Forwarded Message-------- Subject:Fruitdale Site Plan - Review 1 Date:Wed, 5 Oct 2016 14:24:33 +0000 From:Lauren Mikulak <Imikulak@ci.wheatridge.co.us> Todim Hartman (iim hartmanelyinvestments.com)<iim@hartmanelyinvestments.com>, Jack Brinkley (JBrinklev@theabogroup.com) <JBrinklev@theabogroup.com> Good morning, Attached are comments based on the first review of the site plan application (Case No. WSP-16-05). The landscape plan was one of the most legible and clear plans we have seen in a while—particularly the usable open space exhibit and use of different symbols for each tree and shrub. Thank you for that! You will see that Public Works has requested additional information regarding drainage. We had previously discussed provision of calculations showing existing and proposed impervious surface. If you have specific questions feel free to call Dave Brossman directly at 303-235-2864. Thank you, Lauren E. Mikulak, AICP Senior Planner 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2845 Fax: 303-234-2845 www.ci.wheatridge.co.us ��j t its- kilt (l V V h(C atl_ 1C o -c - C()MMUNIf1OP"7i\I 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. ► submitted E City of planner. In ]��W heat Wiidge be accepted LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant Fruitdale School Partners LLC Phone 720-333-0110 Email jim(cD_hartmanelyinvestments.com Address, City, State, Zip 2120 Bluebell Ave, Boulder, CO 80302 Owner Address, City, State, Zip Phone Email Contact Jack R Brinkley Phone 720-214-7806 Email jbrinkley@theabogroup.com Address, City, State, Zip 8025 W Colfax Ave, Lakewood, CO 80214 (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): 10803 West 44th Ave, Wheat Ridqe, CO 80033 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 Cl Special Use Permit O Subdivision — specify type: $ Planned Development (ODP, SDP) O Conditional Use Permit O Administrative (up to 3 lots) O Planned Building Group KSite Plan O Minor (4 or 5 lots) O Temporary Use, Building, Sign O Concept Plan 13 Major (6 or more lots) O Variance/Waiver (from Section 26-) O Right of Way Vacation O Other: Detailed description of request: Development of the existing closed Fruitdale Elementary School site into 16 units of a mix of affordable and market rate apartments. 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 ower -of -attorney from the owner which approved of this action on his behalf. F TAMARA D ODEAN I Notarized Signature of Applicai State of Colorado } County of 5t1WS2r.S0 NOTARY PUBLIC _ STATE OF COLORADO NOTARY ID 20164015481 COMMISSION EXPIRES APRIL 22, The foregoing instrument Land Use Processing Application) was acknowledged by me this /9;`day of, 20 Notary Public To be filled out by staff: Date received jPQ 4. )° , Comp Plan Design. Related Case No. l.d ilo-D 2 ►'1S-lG 01 Assessor's Parcel No. - 212 -00 -o Jf9 Size (acres or sgft) Rev 1/22/ 2016 My commission expires q / al /20X Fee $ Receipt No. Pre -App Mtg. Date Current Zoning MU - Al Proposed Zoning Case No. Quarter Section Map Aft D-1 Case Manager M. iS..da.le. Current Use Schee Proposed Use /GQnc��r•",.►s T -