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HomeMy WebLinkAboutWZ-19-02♦��4_ Wheat R, d� e I ( OMMUNITY DEVELOPMENT " Memorandum TO: Case files for WZ-19-02 and MS -19-06 FROM: Scott Cutler, Senior Planner DATE: March 30, 2022 SUBJECT: Processing of Case Nos. WZ-19-02 and MS -19-06 The following cases were processed concurrently for the property at 3432 Clear Creek Drive: • WZ-19-02, a Specific Development Plan for a gas station and convenience store • MS -19-06, an administrative plat to create 2 lots and 1 tract WZ-19-02 was approved by the Planning Commission on April 16, 2020. MS -19-06 was approved by the Community Development Director on April 30, 2020. All relevant files for the above cases may be found in the WZ-19-02 case file. a c i id*ao-,00sao s _ tl a5•s� took . 4 JJ ��oN _- .5 or co�rajrl KUM & GO AT CLEAR CREEK CROSSING A SUBDIVISION OF BLOCK 3, LOT 1 CLEAR CREEK CROSSING SUBDIVISION FILING NO.- 3 (REC.2019087681) SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, OEM CEICTIFICATION CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 4 OF S MEET - CONTAINING AININt2E.10CLEAR CREEK CROSSINIGOR LLC., TYLER !FE FOLLOWS: CARLSON. AND ERIKA KLOPPEL SHORTER, BEING THE OWNERS OF REAL PROPERTY - - CONTAINING 3.7027 ACRES. MORE OR LESS, DFcrollun AS FOLLOWS: �_�-- - - • .:.. Y..: N.FGAL DESC9re+TI1N � - � � � y A PARCEL (1F LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN CITY - - - OF 1MHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SND SECTION 29;: THENCE N32 -28'59'E, A DISTANCE OF 1190.12 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LIVE OF CLEAR CREEK DRIVE RECORDED AT RECEPTION NUMBER 2011096811, ALSO BEING A POINT ON THE NORTHERLY LUNE OF 70 WEST BUSINESS CENTER LOT T AS RECORDED IN BOOK 78, PAGE 47, RECEPTION NO. 84076366 AND THE PONT OF aggbWAIC': 'THENCE NOO'46'49V A DISTANCE OF 11.77 FEET; THENCE 4,12 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 11.50 FEET, A CENTRAL ANGLE OF 2033'OD", AND A CHORD WHICH SEARS N7908'26'E A DISTANCE OF 5.10 FEET; 7HENCE.N8924'56'E A DISTANCE OF 13.42 FEET; THENCE NW46'49'W A DISTANCE OF 53.76 FEET; THENCE 590'00'00'W A DISTANCE OF 8.74 FEET; THENCE 9.02 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 21.00 FEET, A CENTRAL ANGLE OF 2433'48' AND A CHORD WHICH BEARS N77'42'069V A DISTANCE OF 8.95 FEET; THENCE NOO'46'491W A DISTANCE OF 345.30 FEET;; THENCE 18.85 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 12.00 FEET, A CENTRAL ANGLE OF 89Ti9'59', AND A CHORD 'AHI:H BEARS N44'13'12'E A DISTANCE OF 16.97 FEET; THENCE N89 -WIVE A DISTANCE OF 96.40 FEET; THENCE 275.58 FEET ALONG THE ARC OF A TANGENT CURVE TO TINE RIGHT HAVING A RADIUS OF 270.00 FEET, A CENTRAL ANGLE OF 56'28'45", AND A CHORD WHICH BEARS 56218'48E A DISTANCE OF 263.77 FEET; THENCE 50043'38'E A DISTANCE OF 219.46 FEET; THENCE S06'23'52 -W A DISTANCE OF 82.23 FEET; THENCE 5892456W A DISTANCE OF 329.80 FEET TO THE POINT OF �(iNNING. SAID PARCEL CONTAINS 3.1027 ACRES (135,154 S.F.) MORE OR LESS HAVE LAID OUT, SUMMED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND STYLE OF KUM & GO AT CLIA CREfX CROSSING A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS 00 DEDICATE TO THE CITY OF MEAT RIDGE AND THE PURIC Y SEWER AND EASEMENTS. EXCEPT OSE PORTIONS SPEC R ALLY DEDICATED TO THE COLORADO DEPARTMENT OF TRANSPORTASE PORTIONS or REAL PROPERTY SHOWN AS RIGHTS -CF -WAY. TION. AND 00 FUIRTHERAGE DEDICATE TO THE CITY OF WHEAT RIDGE. APPLEWOOD SANITATION DISTRICT AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS OF REAL PROPERTY SHOW AS EASEMENTS FOR THE CONSTRUCTION, INSTALLATION. OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT FOR Al SERVICES. THIS INCLUDES BUT IS NOT LIMITED TO TELEPHONE AND ELECTRIC LINES, GAS LINES, WATER AND SANITARY SEWER jMY YDRANTS, STORMWATER SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO. Val STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE LVE THIS -Alf-PAY OF _2020 COMPANY. BY TYLER LEE CARLSOV, EXECUTIVE NCE PRESIDENT EVER(i2EEN-CLEAR CREEK CROSSING C5AUFORNIA CCMAPANY, ON BEHALF OF THE WITNESS MY HAND AND OFFICIAL SEAL MY COM ISSION �IRES- L%,my pi NUV(y PUBLIC E7NIXA KL IIiRTETt, AN INDIVIDUAL STATE OF COLORADO ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _�gt pAY OF 2020 BY ERIKA KLOPPEL SHORTER, AN INDIVIDUAL WITNESS MY HAND AND OFFICIAL SEAL MY C SSION L-;R_S� .[�It�-.>,.w.a ..., _. .:. :.......... NIPUBLI •/ _ -_- - -- IBeCT 'A' OPERATION Aw_m&wmNmm THE AREA SHOWN ON SHEET 3 OF THIS PLAT AS TRACT K' SHALL BE OPERATED AND MAINTAINED IN PERPETUITY By AND AT THE SOLE EXPENSE OF THE LONGS PEAK METROPOLITAN DISTRICT, ITS SUCCESSORS, AND ASSIGNS. �p n r.lyFur� LONGS PEAK METROPOLITAN DISTRICT, A QUASI -MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO. HEREBY ACCEPTS ACCEPTS THE OPERARON AND MAINTENANCE OF TRACT "/L", BY TYLER CARLSON PRESIDENT OF THE BOARD LONGS PEAK METRCVOL.ITAN DISTRICT. STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS .&?- DAY OF 2020 By TYLER CARLSON. PRESIDENT OF INE BOARD LONGS PEAK METROPOLITAN DISTRICT._ WITNESS MY HAND AND OFFICIAL SEAL MY COMM: sllx EXPIRES::. - NOWW Y .PUBLIC 1. TEN -FOOT (10-) WIDE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT TO ALL PUBLIC STREETS, TRACTS AND THE PERIMETER OF EACH LOT IN THE SUBDIVISION OR PLATTED AREA. THESE EASEMENTS ARE DEDICATED FOR THE INSTALLATION, MAINTENANCE, AND REPLACEMENT OF ELECTRIC GAS, TELEVISION CABLE, DRAINAGE AND TELECOMMUNICATIONS FACILITIES UTILITIES SHALL ALSO BE PERMITTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SUBDIVISION. PERMANENT STRUCTURES AND WATER METERS SHALL NOT 13E PERMITTED WITHIN SAID UTILITY EASEMENTS. 2. CONSOLIDATED MUTUAL WATER DISTRICT TO VACATE, REVISE OR ADD EASEMENTS BY SEPARATE'DOCUMENT, 3. ACCESS EASEMENT: THE OVER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS ACCESS EASEMENT, AS ILLUSTRATED UPON THIS PLAT, SUCH GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS, AND GUESTS OF THE OWNERS, EMERGENCY 4EHIG.ES AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND FOR ABUTTING PUBLIC STREETS. 4, 24' ACCESS EASEMENT: THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS 24' ACCESS EASEMENT, AS ILLUSTRATED UPON TENS PLAT, SUCH GRANT OF EASEMENT SHALL BE LIMITED TO CDOT SNOW PLOWS, S. WALL EASEMENT: WALL EASEMENTS SHOWN ON THIS PLAT ARE HEREBY GRANTED TO LONGS PEAK METROPOLITAN DISTRICT (LPMD) FOR THE INSTALLATION, MAINTENANCE, AND REPLACEMENT OF PRIVATE RETAINING WALL(S). 9DERSHiml I. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY MARTIN/MAR11N, INC. TO DETERMINE OWNERSHIP EASEMENTS OF RECORD. MARTIN/MARTIN, INC. RELIED UPON THE FOLLOWING TITLE COMMITMENTS PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER NUMBER AOD70551248-2 EFFECTIVE DATE NOVEMBER 02, 2017. 2. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU MAY ABASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORETTHAN�' NR YEARS FROMSUCHCTTHE DATE OFIN NOF THE CERTIFICATION SHOWN HEREON. 3. BEARINGS ARE BASED ON THE CITY OF WHEAT RIDGE BEARINGS OF N0101'46'W ALONG THE EASTERLY LINE OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEING MONUMENTED BY A 3 %' BRASS DISK PLS 0 13212 IN RANCE BOX AT THE EAST QUARTER CORNER OF SECTION 30 AND A 3 W BRASS CAP PLS # 13212 AT A 200' WITNESS CORNER SOUTH OF THE NORTHEAST CORNER OF SECTION 30. 4, THE SURVEY OF THE BOUNDARY OF THIS PLAT WAS PERFORMED IN THE FIELD AS OF JANUARY 15, 2018, 5. SHEET 2 OF THIS PLAT DOCUMENT INDICATES EXISTING BLOCKS TRACTS AND LOT LINES PER CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 AS RECORDED AT RECEPTION NUMBER 2019087681, TO BE REMOVED, EXISTING RIGHT-OF-WAY TO BE VACATED AND EXISTING EASEMENTS TO BE EXTINGUISHED BY THIS PLAT. SHEETS 3-5 INDICATES THE PROPOSED LOT LINES TO BE CREATED, ALONG WITH THE EASEMENTS TO 13E GRANTED AND RIGHT-OF-WAY HEREBY DEDICATED BY THIS PLAT. 6. PER COLORADO REVISED STATUTES SEC. 38-51-106 (L), ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 7, GEAR CREEK CROSSING SUBDIVISION FILING N0, 3 IS ZONED PLANNED MIXED USE DEVELOPMENT.. S. THE COLORADO DEPARTMENT OF TRANSPORTATION ACCESS CONTROL LINE: SHOWN HEREIN AS THE CDOT 'A' LINE IS USED TO REGULATE THE 'CONTROL OF ACCESS' TO INTERSTATE RIGHTS -GF -WAY AND DESIGNATED FRONTAGE ROADS FOR BOTH TRANSPORTATION AND NON -TRANSPORTATION PURPOSES, 9. ALL LAND OWNERS ADJACENT TO 'ACCESS CONTROL LIVES" ARE RESTRICTED FROM EACH AND EVERY RIGHT OF ACCESS, FROM OR TO ANY PART OF CLEAR CREEK DRIVE AND THE WEST -BOUND INTERSTATE 70 OFF AND ON RAMPS, INCLUDING THE ABILITY TO INGRESS AND EGRESS PROPERTIES ADJACENT AND ABUTTING THE ACCESS CONTROL 10. CONSOLIDATED MUTUAL WATER COMPANY (C.M.W.C.) UTILITY EASEMENTS TO BE GRANTED BY SEPARATE DOCUMENT, AND ARE DEDICATED EXCLUSIVELY FOR THE INSTALLATION, MAINTENANCE AND REPLACEMENT OF WATER UTILITY BY THOSE ASSOCIATED WITH THE CONSOLIDATED MUTUAL WATER COMPANY, AND ITS ASSOCIATES. CASE NUMBER MS -19-66 MAP NUMBER -__ TLLE PIIlPOS[ DC TIPS RE91 ♦T @ ¢ 1 NWIIR TO ESTABLISH EASEMENTS AND SPLIT BLOCK 3, LOT 1 INTO 2 LOTS AND A LONGS PEAK METROPOLITAN DISTRICT (LPMD) TRACT. FSuRm0ir �onslraT�,1 I, RICHARD A. NORSE, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF KUM & GO AT CLEAR CREEK CROSSING, WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENT$ _ :Y. 1N1L;N7CR(1 ¢ 26999 � 04MMI) JY♦L]�imit.BmlpQ{ � .1 APPROVED THIS _ 30 �r DRAY OF 41C' - 2024. BY THE CITY OF WHEAT RIDGE. ATTEST CITY p MAYOR TOM I EVEL "4T COUNTY [VIII y,� 1RL1nelveo•¢ N`FYYN7(:♦1R' STATE OF COLORADO ) 55 COUNTY OF JEFFERSON ) ACCEPTED FOR RECORDING IN THE OFFICE OF THE Ca(X-lNTY CLERK ArD RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS -4K DAY OF 2020, JEFFERSON COUNTY CLERK AND RECORDER 6d -`?'t ?45�" DE -IRK e*A IVT OF A^^l1O♦M/ THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLANE COLORADO CENTRAL FIPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STI)-007.2-1998) 9920 T CITY OATIr 1, THIS PLAT IS BASED ON THE CURRENT CITY DATUM• WHICH USES A HORIZONTAL COORDINATE SYSTEM THAT IS GROUND -BASER,, MODIFIED FORM OF THE NAD53/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502, AND THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. THE GROUND TO STATE PLANE GRID COMBINED SCALE FACTOR IS 0.999747803W, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL PONT 01) HAVING THE FOLLOWING NA083192 (NA083 HARN) STATE PLANE COORDINATES: PHAC 1: NORTHING, 1701258.75` EASIING: 3118217.56, ELEVATION 5471.82 (NAVD 88) SHEET INDEX SHEET NUMBER SHEET TITLE 1 COVER SHEET 2 EXISTING CONDITIONS 3 PROPOSED CONDITIONS REVISION BLOCK 4 EASEMENT DETAILS DESCRIPTION DATE 5 EASEMENT DETAILS INITIAL PREPARATION 11/11/2019 CITY COMMENTS/lei z020 CRY COMMENTS 3/12; 202D �� HOFiI' CITY COMMENTS MS -19-06 Wz-05-01 _ 4/2/2020 WZ-19-02 WZ-11-01 CffY COMMENTS _ 4,1. 2020 MS -06-10 SUP -05-01 WZ-19-01 ANX-11-01 MS -06-09 ANX-05-01 COVER MS -19-02 SUP -10-01 SHEET 1 OF 5 WS -06-01 AWS -19-04 WZ-06-03 WS -17-07 SUP -05-05 - - WZ-16-07 NA TI MARTIN SUP -05-04 -RNL TIN WS -11-01 .... WZ-05-02 11%w ukrwoo4caanAoosoas WZ-11-02 1�A31b1m MARTpMMIntoM fD-li osao�t� KUM & GO AT CLEAR CREEK CROSSING /11 BASE NUMBER MS -19-06 MAP NUMBER A SUBDIVISION OF BLOCK 3, LOT 1 CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 (REC.2019087681 SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE -69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 30 2 SHEET 2 OF 5 SHEETS SECTION COORDINATE POINTS 9 COR. CITY OF Wdr& fUDGE .O .1 N. .rJr I I I 7 : 1 ■ :. •4.4:0r...L 1 r E=3099123.90 N-705643.65 I:) Lr I 11 OF=" -T RIDGE . I. r r: r .52251* E&M-57 E-3099127.50 MODIE]ED STATE PLANE PLANE COORDINATE N-705443.56 E -91X -M.27 "(!)Ft E COR„ SEC- 30, SEE ® THIS SHEET Fit DETAALS 115009 200' W/C, SEE THIS SHEET FOR ETAI3 110038 BLOCK 4, LOT 3 CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 MEC. 12019087681 NOT PART OF THIS PLAT I1 INTERSTATE 70 (R 0..W. VARIES) DEPARTMENT OF HIGHWAYS PARCEL 743 BOOK 1855, PAGE 425 NOT PART OF THIS PLAT FND. 15 REBAR W1 ALUM. CAP PLS. 116401 N=70433298 E= 100928. 19 REC. 12019087881 N INTERSTATE 70 t y ?_ O Z HEREBY EXTiNGU1SHED `� FRONTAGE ROAD Vlu o I BY THIS PLAT I BOOK 7952 PAGE 283 Q s � Q Q 4 4� yij vT3A I - A=20'33'00 R=11.50 / / L=4.12' / CH=N79'08'26"E 4.10' / / / N46'49"W� --- �/ / 00'11.77' NO 1' PLASTIC CAP� .PLS. 111010 FND- 1 1/2" PLAS77C CAP N=703999.72 PLS. 138098 I I E=9993523/ N=703999.72 E=99935 23 BLOCK 2 LOT 1 ^°jo-�® 70 WEST BUS/NESS CENTER � �ry SUBDIVISION FILING NO. 3 I 2y PLAT BOOK 148, PAGE 51 REC. 1F0901318 NOT PART OF THIS PLAT W114 COR. SECWN 29, T,3S R69W, 67H P.M- FND. 3 1/4" ALUM CAP IN RANGE BOX LS 113212 MNFAT RI -c PT NO 16009 AM'45 42.62397" W705'0850.OB231 " STA. TF P— 1--- E 55M'_.- N=170257297 E 3099171.35 N=70,1002.46 E-99953.15 I NOT PgRT OF TH/S PLAT SECTION LINE- &dY.x(.x tor 1 CIE.UP A=9(r00'00" TRACT C \ II ISUMMSM U.E. 10' (7YP) I R=12.00' CLEAR CREEK CROSS/NG JI I 1=724 Sr i 1.=18.85' SUBDIVISION FILING NO. 3 1-70 RAMPS .108W A I BY IRIS PLAT CH=N44T13'12"E REO 12019087681 NOT PART OF THIS PLAT GRANTED BY THIS PLAT I 16.97' 96,40' A=58'28'45" NOD•43'38"W i R=270.00' I CH=N73'39' 16'W ___ _ ----- - --- L=275.58' FND. 14 REBAR 9'24'56"W 24' ACCESS EASEMENT CH=S62' 18'48"E W1 CAP PLS. 116401 REC, 12019087681 j REM. 12019087681 263.77' TO REMAIN / E=100931.25 I HEREBY F-XANGUISHED I I BY THIS PLAT PREVIOUS CITY OF I CONSOLIDATED MUTUAL— 1 BYARrn2F —40.00' i COMPANY �/G8% DATED _ _....00 _._._—_— .- - — — -- _._.�I 06023'52"E .WATER WELL SITE ESMT & 12' S89'24'S6"W 82.23' EXIST/NG XCEL EASEMENT INGRESS EGRESS -------- Nlll-9 9'24'56"E 50' CMWC WATER 323'52"E 1 13.42' 10' U (7YP) �SEMENTTOEC. REC. 1261'8113861 BK. 317, PAGE 43 � REMAIN19066973 FND. 14 REEAR I1 HEREBY EXTINGUISHED I II TO REMAIN TO REMAIN I \` N=704009.78 E= 100922.09 (It 70 WEST BUSINESS CENTER (70W8C) LOT 1 PLAT BOOK 79, PAGE 47 S LINE NW 114 NW 114 SEC. 29 1 1 1 NOT PART OF THIS PLAT I � I 1 i I iVl I "+I I I N i M rdpl Y 2 10' U -E- (T)P) 'r INTERSTATE 70 (R 0..W. VARIES) DEPARTMENT OF HIGHWAYS PARCEL 743 BOOK 1855, PAGE 425 NOT PART OF THIS PLAT FND. 15 REBAR W1 ALUM. CAP PLS. 116401 N=70433298 E= 100928. 19 REC. 12019087881 N INTERSTATE 70 t y ?_ O Z HEREBY EXTiNGU1SHED `� FRONTAGE ROAD Vlu o I BY THIS PLAT I BOOK 7952 PAGE 283 Q s � Q Q 4 4� yij vT3A I - A=20'33'00 R=11.50 / / L=4.12' / CH=N79'08'26"E 4.10' / / / N46'49"W� --- �/ / 00'11.77' NO 1' PLASTIC CAP� .PLS. 111010 FND- 1 1/2" PLAS77C CAP N=703999.72 PLS. 138098 I I E=9993523/ N=703999.72 E=99935 23 BLOCK 2 LOT 1 ^°jo-�® 70 WEST BUS/NESS CENTER � �ry SUBDIVISION FILING NO. 3 I 2y PLAT BOOK 148, PAGE 51 REC. 1F0901318 NOT PART OF THIS PLAT W114 COR. SECWN 29, T,3S R69W, 67H P.M- FND. 3 1/4" ALUM CAP IN RANGE BOX LS 113212 MNFAT RI -c PT NO 16009 AM'45 42.62397" W705'0850.OB231 " STA. TF P— 1--- E 55M'_.- N=170257297 E 3099171.35 N=70,1002.46 E-99953.15 PLAT BOUNDARY I NOT PgRT OF TH/S PLAT SECTION LINE- &dY.x(.x tor 1 CIE.UP REMOVED BY THIS PLAT _ EXISTING R.O.W. PLAT BOUNDARY LEGEND LOT LINE HEREBY NOT PgRT OF TH/S PLAT SECTION LINE- &dY.x(.x tor 1 CIE.UP REMOVED BY THIS PLAT _ EXISTING R.O.W. CPMr CRO53MV 3 ISUMMSM U.E. 10' (7YP) R.O.W. HEREBY VACATED AEC Af M8� i RISC. 12019087681 I 1=724 Sr I HEREBY EX77WNSHED EXISTING LOT LINE .108W A I BY IRIS PLAT A=33'51'36" WALL EASEMENT HEREBY GRANTED BY THIS PLAT i R=12.50' L=7.39 NOD•43'38"W i 7.05. CH=N73'39' 16'W 7.28' FND. 14 REBAR 9'24'56"W 24' ACCESS EASEMENT 1 W1 CAP PLS. 116401 REC, 12019087681 j N=704091.50 - 10.50' TO REMAIN / E=100931.25 — — — — — - - - - - - - - - - - — — — — — 1 PREVIOUS CITY OF WHEAT RIDGE R.O.W. 4B'49"W 1 BYARrn2F —40.00' — — — — — �/G8% DATED _ _....00 _._._—_— .- - — — -- _._.�I 06023'52"E S89'24'S6"W 82.23' 329.80' -------- Nlll-9 9'24'56"E 50' CMWC WATER 323'52"E 1 13.42' 10' U (7YP) �SEMENTTOEC. -E- REC. 12019087681 REMAIN19066973 FND. 14 REEAR I1 HEREBY EXTINGUISHED W1 CAP PLS. 111010 BY THIS PLAT V N=704009.78 E= 100922.09 (It 70 WEST BUSINESS CENTER (70W8C) LOT 1 PLAT BOOK 79, PAGE 47 REC. 184076366 1 1 NOT PART OF THIS PLAT PLAT BOUNDARY LEGEND LOT LINE HEREBY CREATED BY THIS PLAT —��— SECTION LINE- LOT LINE HEREBY REMOVED BY THIS PLAT _ EXISTING R.O.W. _ _ _ TO REMAIN EXISTING EASEMENT R.O.W. HEREBY VACATED TO REMAIN — — — — BY THIS PLAT - - - EASEMENT HEREBY GRANTED R.O.W. HEREBY DEDICATED BY THIS PLAT BY THIS 'PLAT - - - -- EASEMENT HEREBY EXISTING LOT LINE EXTINGUISHED BY THIS PLAT - - - - TO REMAIN CDOT 'A' LINE TO REMAIN A WALL EASEMENT HEREBY GRANTED BY THIS PLAT SECTION CORNER ALIQUOT CORNER WITNESS CORNER NEW SECTION CORNER TO BE SET CENTERLINE R.O.W. MONUMENT TO BE SET CENTERLINE R.O.W. NO MONUMENT SET (CALCULATED) PROPERTY PINS FOUND. PROPERTY PINS SET (14 REBAR W/CAP PLS 123899) EXIST./PROPOSED DESCRIPTIONS , , O • DRIVE/DRIVE N 40 20 0 40 80 SCALE: 1"=40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET REVISION BLOCK DESCRIPTION DATE INITIAL PREPARATION 11/11/2019 CIN COMMENTS 2/18/2020 CITY COMMENTS 3/12/2020 CIN COMMENTS 4/2/2020 CIN COMMENTS 4/8/2020 EXISTING CONDITIONS SHEET 2 OF 4 28899 m) �VIARTIN/MARTIN u�7' p,{ CONSULTING ENGINEERS 'y'YSJ C3 12493 WEST OLFARAVENUE, IANElY00D, COLORA[q E•11S 303.431.% MARTINMARTRLCE M e1-1..►1 KUM & GO AT CLEAR CREEK CROSSING A SUBDIVISION OF BLOCK 3, LOT 1 CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 (REC.2019087681) SECTION COORDINATEPOINTS n COR. SEC. 19 CITY OF WHEAT RIDGE 11s._.1 NO, ilJd 0: o. UM eME COORDINATE N -1705213 , E=31)9123.90 MODIFIED STATE PL:. PLANE COORDINATE la ,, , 3 1/4- ALUM CAP LS #13212 iT RIDGE EM W W..= ,. Wl 0608'50.52251 STATE PLANE COORDINATE N-1705013 57 ,.. E-3127.50 eJ F, STATE :. PLANE h...:;I,, N.: 1 E-99909.27 AREA OF RIGHT-OF-WAY HEREBY DEDICATED BY THIS PLAT 249 S.F. 0.0066 AC. NO0'46'49 13.73' to EXISTING - RIGHT -OF -WAY LINES HEREBY REMOVED BY THIS PLAT A=33'51'36' R=12.50' L=7.39' CH=N73'39'16"W 7.28' SOW24'56"W- 10.505 A=24 35'46" R=21.00' L=9.02' CH=S77'42'06'E 8.95' 8.74' 13.76' NW COR., SEC. 29, SEETHIS SHEET FOR DETZ /15009 SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 3 OF 5 SHEETS 200' W/C, SEES THIS SHEET FOR DETAILS #10038 CDOT LINE 'A'- CDOT ACCESS CONTROL LINE REC. #2019087681 TO REMAIN BLOCK 4, LOT 3 I CLEAR CREEK CROSSING d SUBDIVISION FILING NO. 3 g REC. Z2019087581 2 NOT PART OF TIAs PLAT N of M I jj13W24'56T-\ A=20x33'00' 13.42' DETAIL 'A' R=11.50 1 SCALE 1 "=20' / / / L=4.12' / CH=N79'OO'26"E ------� /// 4.10' - - -� N00'46'49 - - - FND. 1 1/2" PLAS77C CAP 11.77' BLOCK 2 LOT 1 PLS. 138098 I FiyO 1 " N=703999.72 70 WEST BUSINESS CENTER E=99935.23 I PLAS77C CAP h �� SUBDIVISION FILING N0. 3 I PLS ,{11010 o^.h� N=703999.72 PLAT BOOK 148, PAGE 51 I E=9993523 REC 1FO901318 I I �2�y II NOT PART OF THIS PLAT W1/4 COR. SEC7XNJ 29, T3S, R69W, 6TH P.M. FND. 3 1/4" ALUAI GIP IN RANGE BOX LS 113212 NEAT ROGE PT ND 16009 N39"45 42.62397' W105'08S0.062310 STATE PLANE COORIOM N=1702572.97 E=3099171.35 N = 711Y".46 E=99953.15 TRACT C CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 REC. 12019087681 NOT PART OF THIS PLAT A=14'55'12"-' 13.49' R=270.00' L=70.31' A= - 8405'35'W im CH -N R=270.00' 70.11' L=205.27' CH=S54'51'12"E 200.36' S. LINE NW 1/4 NW 1/4 SEC. 29 BLOCK 3, LOT 2 60,630 S.F. 1.3919 AC. LOT LINE HEREBY CREATED BY THIS PLAT 1-70 RAMPS R=270.00' L=275.58' CH=S62' 18'48"E 263.77' CASE NUMBER WS -19-06 MAP NUMBER ___ A-BW59'59" - LEGEN I R=12.00' 1%t L=18.85' LOT LINE HEREBY JI CH -N4413' 12"E PLAT BOUNDARY CREATED BY THIS PLAT 16.97' N89' 13'11 "E 96.40 TRACT OR LOT LINE HEREBY N 5,862 S.F. REMOVED BY THIS PLAT n '0 130 AC. EXISTING R.O.W. / 41 O <o TO REMAIN V Z m 4=10639'14" D a R=52.00' BY THIS PLAT --- EASEMENT HEREBY GRANTED _ _ _ _ _ L=96.80' CH=N69'30'39"E R.O.W. HEREBY DEDICATED 83.41' Q W BY THIS PLAT _ _ _ _ EASEMENT HEREBY V J LOT LINE HEREBY p LOT _ _ CREATED dj = BY THIS PLAT BLOCK 4, LOT 3 I CLEAR CREEK CROSSING d SUBDIVISION FILING NO. 3 g REC. Z2019087581 2 NOT PART OF TIAs PLAT N of M I jj13W24'56T-\ A=20x33'00' 13.42' DETAIL 'A' R=11.50 1 SCALE 1 "=20' / / / L=4.12' / CH=N79'OO'26"E ------� /// 4.10' - - -� N00'46'49 - - - FND. 1 1/2" PLAS77C CAP 11.77' BLOCK 2 LOT 1 PLS. 138098 I FiyO 1 " N=703999.72 70 WEST BUSINESS CENTER E=99935.23 I PLAS77C CAP h �� SUBDIVISION FILING N0. 3 I PLS ,{11010 o^.h� N=703999.72 PLAT BOOK 148, PAGE 51 I E=9993523 REC 1FO901318 I I �2�y II NOT PART OF THIS PLAT W1/4 COR. SEC7XNJ 29, T3S, R69W, 6TH P.M. FND. 3 1/4" ALUAI GIP IN RANGE BOX LS 113212 NEAT ROGE PT ND 16009 N39"45 42.62397' W105'08S0.062310 STATE PLANE COORIOM N=1702572.97 E=3099171.35 N = 711Y".46 E=99953.15 TRACT C CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 REC. 12019087681 NOT PART OF THIS PLAT A=14'55'12"-' 13.49' R=270.00' L=70.31' A= - 8405'35'W im CH -N R=270.00' 70.11' L=205.27' CH=S54'51'12"E 200.36' S. LINE NW 1/4 NW 1/4 SEC. 29 BLOCK 3, LOT 2 60,630 S.F. 1.3919 AC. LOT LINE HEREBY CREATED BY THIS PLAT 1-70 RAMPS R=270.00' L=275.58' CH=S62' 18'48"E 263.77' CASE NUMBER WS -19-06 MAP NUMBER ___ BLOCK 3. LOT 1 b 88.662 S.F. so -A=24'35'48" 1.5763 AC. clI U) RG -21.00' a L=9.02' CH=N7T42'06"W 8.95' FND. //4 REBAR S90'001000W W/ CAP PLS 116401 6.74' N=704091.50 E=100931.25 SEE DETAIL 'A' THIS SHEET FOR RIGHT OF WAY DEDICATION O6'23'52'W N00'46,'49" W 82.23' 53.76' FND. 14 REBAR W/ CAP PLS //11010 N=704009.78 E= 100922.09 - - - - - 40 20 0 40 80 S89'24'56'W 329.80 ro SCALE: 1"=40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET 2E Q 70 WEST BUSINESS CENTER (70WBC) LOT 7 I ti PLAT BOOK 79, PAGE 47 REC. 184076366 I = O NOT PART OF THIS PLAT I 0 REVISION BLOCK DESCRIPTION DATE INITIAL PREPARATION 11/11/2019 CITY COMMENTS 2/18/2020 CITY COMMENTS 3/12/2020 NOTES: CITY COMMENTS 4/2/2020 1. SEE SHEET 4-5 OF 5 FOR EASEMENTS CITY COMMENTS 4/8/2020 2. THE AREA HEREIN SHOWN AS TRACT A' PROPOSED CONDITIONS SHALL BE OPERATED AND MAINTAINED IN. PERPETUITY BY AND AT THE SOLE EXPENSE SHEET 3 OF 5 OF THE LONGS PEAK METROPOLITAN DISTRICT, ITS SUCCESSORS, AND ASSIGNS'. (REFER TO "TRACT 'A' OPERATION AND MAINTENANCE" NOTE ON SHEET 1).23809 - ,y 7/20 MARTIN/MARTIN 4 04d27ft0 co ARTI / ENGINEERS xs -.. .t03.4IWEST AXAVMUE, LAXXMW,COIAMDD=n LEGEN II LOT LINE HEREBY JI PLAT BOUNDARY CREATED BY THIS PLAT SECTION LINE LOT LINE HEREBY REMOVED BY THIS PLAT EXISTING R.O.W. TO REMAIN --- EXISTING EASEMENT - R ti R.O.W. HEREBY VACATED TO REMAIN Q gyp„ BY THIS PLAT --- EASEMENT HEREBY GRANTED _ _ _ _ _ BY THIS PLAT R.O.W. HEREBY DEDICATED h (:3 BY THIS PLAT _ _ _ _ EASEMENT HEREBY EXISTING LINE EX771VGUISHED BY THIS PLAT LOT _ _ dj = TO REMAIN CDOT 'A' LINE TO REMAIN WALL EASEMENT HEREBY FND. 15 REBAR W/ _ GRANTED BY THIS PLAT ALUM. CAP PLS. 116401 N=704332.98 E= 100928. 19 SECTION CORNER ALIQUOT CORNER N00'43'38"W 22.04' WITNESS CORNER 0 p ti NEW SECTION CORNER TO BE SET Q Qo CENTERLINE R.O.W. O a MONUMENT TO BE SET t1 C CENTERLINE R.O.W. SET - NO MONUMENT (CALCULATED) °i Pr PROPERTY PINS FOUND • Z� PROPERTY PINS SET 0 (#4 REBAR W/CAP PLS #23899) a EXIST./PROPOSED DESCRIPTIONS DRIVE/DRIVE BLOCK 3. LOT 1 b 88.662 S.F. so -A=24'35'48" 1.5763 AC. clI U) RG -21.00' a L=9.02' CH=N7T42'06"W 8.95' FND. //4 REBAR S90'001000W W/ CAP PLS 116401 6.74' N=704091.50 E=100931.25 SEE DETAIL 'A' THIS SHEET FOR RIGHT OF WAY DEDICATION O6'23'52'W N00'46,'49" W 82.23' 53.76' FND. 14 REBAR W/ CAP PLS //11010 N=704009.78 E= 100922.09 - - - - - 40 20 0 40 80 S89'24'56'W 329.80 ro SCALE: 1"=40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET 2E Q 70 WEST BUSINESS CENTER (70WBC) LOT 7 I ti PLAT BOOK 79, PAGE 47 REC. 184076366 I = O NOT PART OF THIS PLAT I 0 REVISION BLOCK DESCRIPTION DATE INITIAL PREPARATION 11/11/2019 CITY COMMENTS 2/18/2020 CITY COMMENTS 3/12/2020 NOTES: CITY COMMENTS 4/2/2020 1. SEE SHEET 4-5 OF 5 FOR EASEMENTS CITY COMMENTS 4/8/2020 2. THE AREA HEREIN SHOWN AS TRACT A' PROPOSED CONDITIONS SHALL BE OPERATED AND MAINTAINED IN. PERPETUITY BY AND AT THE SOLE EXPENSE SHEET 3 OF 5 OF THE LONGS PEAK METROPOLITAN DISTRICT, ITS SUCCESSORS, AND ASSIGNS'. (REFER TO "TRACT 'A' OPERATION AND MAINTENANCE" NOTE ON SHEET 1).23809 - ,y 7/20 MARTIN/MARTIN 4 04d27ft0 co ARTI / ENGINEERS xs -.. .t03.4IWEST AXAVMUE, LAXXMW,COIAMDD=n :" o aoaoos'aogs- KUM & GO AT CLEAR CREEK CROSSING A SUBDIVISION OF BLOCK 3, LOT 1 CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 (REC.2019087681) SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 4 OF 5 SHEETS TRACT C 1-70 RAMPS \ CLEAR CREEK CROSS/NG J SUBO/IOS/ON FILING NO. 3 REC. Z2019087681 S NOT PART OF THIS PLAT q 4 TRACT • 1 e Who 5.862 S.F. -- -- _ �o OSI . 0.1346 AC. j CONSOL/DATED MUTUAL f - - 0 WATER COMPANY i WELL SITE £SMT & 12' I Q V \ INGRESS EGRESS yy W. 317, PAGE 43 W W = H EXISTING XCEL EASEMENT TO REMAIN REC. #2018113861 V V Ci TO REMAIN S LINE NW 1/4 NW 1/4 SEC. 29 v BLOCK 3. LOT 2 60.630 S.F. H, 1.3919 AC. e=45'42'070N 0 93' R.O.W. R=10.50' N L7*55'E h I CH=S25'17'S5"E 8.16' N soo'oo'00"w z 1.0.00• Wo I _ N90'00'00•E 148.67' LOT LINE �` g -`:T ` :; SW OO'00"E 101.78' Q1 . ui(:i;::i:�:}{' i{i%`:;:it.':?}i::i iy:i::i:1i% � Y{i }:i�i::f'::�'•?}::::�'. _%::•-•.y-:•.-r.;::••..-.. �.. . 38.90' �-.:...: • ..... N90'00'00•E 260.02 ".V,S'+`+Y;Y,•!-',+..-+'.`.-;.4•.:t►+t"-w+f?!.� , f+,Y,!�r.. +Srt+,..+ i41Tw.wi'�}wi?,{.,.i :.® 6' CROSrcpt. �r.t-tom.:•.::':?: :::{{- (i.'::.`%;:?:cJ•:^`:�i?-$:{:?`.!'{i{:i:;::::i;i}:3:i:'.::•};•i!::moi-::•}--• -�:.. A=48'Da'D7" EASEMENT ESS N90'00'O0"W 184.58' ....�: � R=48.50' SEE DETAIL f✓%_.`�� a=90'o0'00":•`-'�•'::_:.:::::: L=40.75.. EXHIBIT B / 0' CH-S24"04.38•E THIS SHEEP F:?1 �'.:�i!i}i:'%`i"'%`: `;•7 w BLOCK 3. LOT 1 L=21.21' 39.56' 68.662 S.F. cH-Masao 090 1.5763 AC. o b{ms:;i::::::`: 35' CROSS ACCESS .. EASEMENT HEREBY GRANTED • w e=90'00'00" BY THIS PLAT o ._ L-32.20'__ F CH=S450O'00'E e=87-05'53• m e=9x48'27'}_j$ 29.99' R=20.50'=::`:'::::-:% J L=31.16' 37' CROSS ACCESS EASEMENT R=13.53'. CH=N43'32'S6'E L=21.91'.'. 28.25' :?:'::`� HEREBY GRANTED CH=N43'32'48"E z BY THIS PLAT 90'00'00"E 4 00; S90'00'00"E 184.58' 19.60' 8.64' io I 08'23'S2"W �. .�...�.. 36.23' oO� 36' CROSS ^ V I I ACCESS EASEMENT a HEREBY GRANTED Q W BY THIS PLAT h Hdj I ' 70 WEST BUS/NESS CENTER (70WBC) LOT 1 I h PLAT BOOK 79, PAGE 47 REC. #84076366 I = p NOT PART OF THIS PLAT I m CROSS ACCESS EASEMENTS EXHIBIT A 40 20 0 40 80 SCALE: 1"=40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET EXHIBIT A LEGEND 7-9 PROPOSED CROSS ACCESS EASEMENT HEREBY GRANTED BY THIS PLAT -LOT 1 AND LOT 2 BLOCK 3, LOT 2 U' UKU-55 ACCESS EASEMENTS EXHIBIT B CURVE TABLE NUMBER DELTA ANGLE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH Cl 51'18'28" 9.50' 8.51' S4C23'56"W 8.23' C2 71'15'18" 8.50' 10.57' S54'22'21"W .9.90' C3 51'78'28" 15.50' 13.88' N44'23'S6"E 13.42' C4 71'15'18" 2.50' 3.11' N54!22'21'E 21 E 2.91' UNE TABLE NUMBER DIRECTION LENGTH Ll- S70'03'10"W 1.78' L2 S18'44'42"W 65.57' L3 N90'00'00"w 1.67' L4 N00'00'00"€ 6.00' L5 S9&00'00"E 1.67' L6 N18'44'42"E 65.57- L7 N70'03'10"E 3.86' LS S00'46'49"E 6.35' L9 N00'00'00"E 0.50' CASE NUMBER MS -19-06 MAP NUMBER 20 10 0 20 40 SCALE: 1"=20' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET EXHIBIT B LEGEND PROPOSED CROSS ACCESS EASEMENT HEREBY GRANTED BY THIS PLAT LOT i AND LOT 2 REVISION BLOCK DESCRIPTION DATE INITIAL PREPARATION 11/11/2019 CITY COMMENTS 2/18/2020 CITY COMMENTS 3/12/2020 CITY COMMENTS 4/2/2020 CITY COMMENTS 4/8/2090 EASEMENT DETAILS SHEET 4 OF 5 mr MARTIN/MARTEN DArv72D p EON9UlTIMD EN6IHEEA3 12/99 W ODLFAKAVENUE• MEWOOD MORADOMIS MIAM MAIRINMARTIN.CDM ZI ece o �'d�aoos�o�t5' KU M & GO .... T CLEAR CREEK CROSSING CASE NUMBER MS -19-06 MAP NUMBER _ A SUBDIVISION OF BLOCK 3, LOT 1 CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 (REC.2019087881) SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 5 OF 5 SHEETS - TRACT C I-70 RAMPS TRACT C /-70 RAMPS CLEAR CREEK CROSS/NG SUBDIVISION FILING NO. 3 I CLEAR CREEK CROSSING J RLC. Z2019087681 SUBDIVISION FILING NO. 9 NOT PART OF THIS PLAT p 1� 0 4 NOT PART O 19087681 g ^�O �y 3 — aHErS TRAf PLAT yQ N 'ryiACAAs Lz h58S.F. p 5,882 S.F.0.1346 AC. o o W Q 0.1346 AC. Z CONSOLIDATED MUTUAL — — W p c� WATER COMPANY W y Z^ �. � 2 V = \ WELL SITE ESMT & 12' I O O p 00 INGRESS EGRESS ''����IIII I I � Z m �c o '^ BK. 317, PAGE 43 p V q W W = �+ EXISTING XCEL EASEMENT TO REM I, I �c ^ 4 �Ip REC. #2018113861 N V TO REMAIN S L/NE NW 1/4 NW 1/4 SEC. 29 �IQ� S LINE NW 7/4 NW 1/4 SEC. 29 f e W 0; 40 20 0 40 810 V Qz V V SCALE: 1"=40' W O v n BLOCK 3. LOT 2 &L DIMENSIONS SHOWN ARE U.S. SURVEY FEETV V BLOCK 3, LOT 2 40 20 80 SCALE: 1 "=40' 80.630 S F 1.3919 AC. 60.630 S.F. ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET I ry v �, 93' R.O.W. �\ I 1.3919 AC. O o N W Q 93' R.O.W. APPROXIMATE LOCATION OFcz �O Q 30' CONSOLIDATED MUTUAL h h V1Q y WATER EASEMENT Q L TO BE GRANTED 1'1 ti h 10' (EYP) 90'00'00"E h BY SEPARATE DOCUMENT I r280.75' 20' UTILITY EASEMENT O LOT UNE REC. #—_ h O ^ LOT UNE HEREBY GRANTED BY I_ �` O THIS PLAT m p EXHIBIT D LEGEND N00'46'49 26'33'46"E EXISTING CONSOLIDATED 20,00' 93.41' �_ \ \ \ _\ \ \ \ \ \\ \ \ \\ \ \ _\ _- \\ \ \ MUTUAL WATER EASEMENT TO 10' 10' U.E. \\ \\ \\ \\ \\ \` \\ \\ \ \ \\ \ \ \\ \� \ \ \ \\ \ \ \ REMAIN I (TYP) HEREBY GRANTED \ \ \ \ \ \ N90'00'00"W 20' UTILITY EASEMENT \ �• APPROXIMATE LOCATION OF 10 U.E. 268.12' HERTBI' GRANTED BY BY THIS PLAT I \\ \, \* \ \\ \ \ H€REBY GRANTED THIS PLAT \\ \ \ \ \ PROPOSED CONSOLIDATED- BYi S PLAT •\ \ \ \ \ \ MUTUAL WATER EASEMENT TO - BLOCK 3, LOT 1 EXHIBITCLEGEND �`.� DBE OCUMENTED BY SEPARATE 88.682 S.F. N2633'46'W BLOCK 3. LOT 1 \ \\ 1.5763 AC. ®PROPOSED UTILITY EASEMENT 68,862 S.F. \ \ I 81.05' GRANTED BY THIS PLAT - 1.5763 AC. \\ \ m LOT 1 do LOT 2 I \ z \ \\\ BENEFITS DOF CONSOLIDATED MUTUAL WATER S63'28'14"W PROPOSED WALL MAINTENANCE \ \ COMPANY TO BE GRANTED BY SEPARATE 20.00' EASEMENT GRANTED BY THIS \\ DOCUMENT. m I PLAT - LPMD \\ \ a I \ \ \ I ~ EXISTING 24' PROPOSED ACCESS EASEMENT EXISnNG 50' CONSOLIDATED \ \ \ S REC. ACCESS20EASEMENT HEREBY GRANTED BY THIS y TO REMAIN MUTUAL WATER MPLAT - CBOT SNOW PLOW ROUTE EASEMENT REC12019066973 \ \ o TO REMAIN �\\\�\\\� PROPOSED 24'EXISTING ACCESS \ \ \ \ \ T \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ APPROXIMATE LOCATION EASEMENT TO REMAIN \ \ \ \ \ \ \\ \ \ \\ \ \ \ \� \ \ \\ \\ \ \ OF CONSOLIDATED n ACCESS EASEMENT I \ \\ \\ \\ \ \\ \\ \ \\ \\ \\ \ \\ \\ \ \ \\ \\ \ \ EASEMENT TO BE a SEE DETAIL EXHIBIT\\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \\ \\ \ \\ \\ GRANTED BY -- IT (TV) 7" THIS SHEEP SEPARATE DOCUMENT -- \ \\ \\ \\ \\ \\ \\\ \\ \\ \\\ \\ \\ \\\ \\ \\ \'' \\\ \\ \\ \\\ \\ \\ \\ REC- z WALL MAINTENANCE 10'U.E. (TYP) ' EASEMENT HEREBY GRANTED ) ^ � HEREBY GRANTED BY THIS PIAT BY THIS PLAT SEE EXHIBIT E ~ W 4 I O U SEE EXHIBIT E THIS SHEET THIS SHEEP Z g 1 I 70 WEST BUSINESS CENTER (70WBC) LOT 1 I ti a I a #84076366 70 WEST BUSINESS CENTER (70WBC) LOT 1 I ti a PLAT BOOK 79, PAGE 47 REC. _ m c NOT PART OF THIS PLAT PLAT BOOK 79, PAGE 47 REC. 9/84076366 I = p NOT PART OF THIS PLAT I m wo EXISTING $ PROPOSED EASEMENTS EXHIBIT C CONSOLIDATED MUTUAL WATER EASEMENTS 3 EXHIBIT D U REVISION BLOCK DESCRIPTION DATE a .o EXHIBIT E LEGEND HEREBY GRANTED S89'08' INITIAL PREPARATION 11/11/2019 e � w ACCESS EASEMENT 28.30.30'' N I PROPOSED UTILITY EASEMENT GRANTED BY THIS PLAT a n NO6'23'52"E BY THIS PLAT CITY COMMENTS 2/18/2020 o � - be=34'41'08" 24.19• CITY COMMENTS 3/12/2020 o NST24.56"E 304.41 (UTILITY EASEMENT R=42.56' v w PROPOSED WALL con 17' WALL EASEMENT - L=25.76' 9'08'13"W CIN COMMENTS 4/2/2020 MAINTENANCE EASEMENT HEREBY GRANTED BY 10' UTILITY EASEMENT CH=S19'4T20"E 17.01' CIN COMMENTS 4/8/2020 0 GRANTED BY THIS PLAT S89'24'S6'1V 13.42' THIS PLAT N89'24'S6"E 3t4.48' (WAIL EASEME HEREBY GRANTED BY 25.37' a m a.SO' THIS 'PUT EASEMENT DETAILS A=20 33'00' SHEET 5 OF 5 o z PROPOSED SNOW PLOW ACCESS R-11'50' cdv y o EASEMENT HEREBY GRANTED BY 1=4.72' N F E��THIS PLAT - SOO'46'49"E 11.77' w 4 REBAR W/ CAP11010 " • "^+., �' - '�' -- 7•(TYP)—N=704009.78 1- 7' (TMP) N89 -24.56-E 330.68' (UTILITY EASEMENT) E=10092209 G1 o z - S89'24'56"W 329.80' (WALL EASEMENT)23889 MARTINIMARTIN Th' D4)27120 AT Toss wEsrcoliARAYENVE, »xsu�u�xu ENGINEERS EASEMENTS HEREBY GRANTED BY THIS PLEXHIBIT E a o SCALE �A�v 303.43IM00 MARTINMAgnRi OM. I a m a m i/: J35: SD Ani WHERE & MEANS MORE! VICINITY MAP 1' = 509• LEGAL DESCRIPTION: PROJECT TEAM: 601An4y olp T f-Fers o N KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69. WEST OF THE 6TH PRINCIPAL MERIDIAN CLERK AND RECORDER'S CERTIFICATION ,STATE OF COLORADO ) SS COUNTY OF JEFFERSON ) I HEREBY- CERTIFY THAT THIS PLAN WAS FLED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN. 00LORADD, AT .II A. O'CIACK M. ON THE ASS DAY OF. ��I�U�� e�sei/iera emedj° M ge - XO ERIX AND RECORDER LJ 1. PLANNING COMIRISSION CERTIFICATION .I II DAY Y BY THE WHEAT RIDGE PLANNING COMMIAON. CHAIR PERSON e DATE CERTIFICATIONCITY APPROVED THIS (-' DAY OF BY THE CITY OF eH %A CITY CITY CL71 e ,. • c e ~:.a , - r. a w• a '., tl a a', ' ♦ e • - ,. •- •�- a -, x 1 are7rc 1'-7 �i� ,- DATE AtrrLIL;ANT: DEVELOPERIOMER: BLOCK 3, LOT 1, KUM & GO AT CLEAR CREEK CROSSING KUM & GO L.C. EVERGREEN -CLEAR CREEK CROSSING LLC. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 1459 GRAND AVENUE 1673 SOUTH BELLAIRE ST. SUITE 1200 02/14/20 DES. MOINES, IOWA 50309 DENVER, CO 60222 CONTAINING 66,662 SQUARE FEET (1:5763 ACRES) CONTACT: DANIEL GARNEAU CONTACT: TYLER LEE CARLSON 02,/14/20 PH:515.457.6392 PH: 303.7574M01 02/14/20 E: DAW.GARNEAUOKUMANDGO.COM E: TCARLSO"EVGRE.COM 02/14/20 ENGINEER: .7 02/14/20 WOOLPERT, INC - - 116 INVERNESS DR. EAST, SUITE 107 9 02/14/20 ENGLEWOOD. 00 50112 10 02/14/20 CONTACT: ERIC JESSE, PE 11' 02/14/20 PH: 726.279.3789 12 02/14/20 E: ERIC.JESSE@WOOLPERT.COM 73 02/14/20 ARCHITECT: 14 02/14/20 ORR ARCHITECTURE, INC 15 02/14/20 6700 ANTIOCH PLAZA, SUITE 300 UALAAMr 16 MERRIAM, KS 66204 SM MIA& - 4 BASIS OF BEARINGS: CONTACT: BRITTANY WINNIKE PH: 913.236.3319 E: BRIITANY.WINNIKEGSRRARCH.COM BEARINGS ARE BASED ON THE CITY OF WHEAT RIDGE BEARINGS OF N0179P46"W ALONG THE 1e f Lu W 4=11 EASTERLY LINE OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 UZ c N WEST OF THE SIXTH PRINCIPAL MERIDIAN BEING MOUNUMENTED BYA 3.1/40 BRASS DISK PLS LANDSCAPE ARCHITECT: #13212 IN RANGE BOX AT THE EAST QUARTER CORNER OF SECT" 30 AND 3.1/4" BRASS CAP PLS WOO:PERT, INC W O #13212 AT A200• WITNESS CORNER. SOUTH OF THE NORTHEAST CORNER OF SECTION 30. 116 INVERNESS. DR. EAST, SUITE 107 Q FLOOD ZONE: ENGLEWOOD, CO 80112 ' CONTACT: JOHN MARTIN PH:613.527.2634 - - FLOOD ZONES: ACCORDING TO THE FZMA. F.I.R.M.. ,COMMUNITY PANS. E: JOHNAARTINI�WOOLPERT.COM NUMBER 08059C0194F. DATED FEBRUARY 05, 2014; OTHER �1REs .ZONE "X`: THE PARCEL LIES IN AN 'OTHER AREA, ZONE "X"', `SURVEYOR: AN AREA DETERMINED TO BE OUTSIDE THE 0e2X ANNUAL CHANCE FLOODPLAIN. MARTINIMARTIN, CONSULTING ENGINEERS 12499 WEST COLFAX AVENUE KGPRD£CT7E1Mt '. LAKEWOOD, 0080215 CONTACT: RICHARD A. NOOSE a+LBRc1T811K+P PH;303A31.6100 E: SURVEY@MARTINMARTIN.COM CLERK AND RECORDER'S CERTIFICATION ,STATE OF COLORADO ) SS COUNTY OF JEFFERSON ) I HEREBY- CERTIFY THAT THIS PLAN WAS FLED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN. 00LORADD, AT .II A. O'CIACK M. ON THE ASS DAY OF. ��I�U�� e�sei/iera emedj° M ge - XO ERIX AND RECORDER LJ 1. PLANNING COMIRISSION CERTIFICATION .I II DAY Y BY THE WHEAT RIDGE PLANNING COMMIAON. CHAIR PERSON e DATE CERTIFICATIONCITY APPROVED THIS (-' DAY OF BY THE CITY OF eH %A CITY CITY CL71 e ,. • c e ~:.a , - r. a w• a '., tl a a', ' ♦ e • - ,. •- •�- a -, x 1 are7rc 1'-7 �i� ,- DATE SHEET INDEX # 02/14/20 COVER SHEET I 02/14/20 OVERALL SITE PLAN 2 02/14/20 SITE PLAN 3 02/14/20 LANDSCAPE PLAN 4 02,/14/20 BUIIDING ELEVATIONS - 1, 5 02/14/20 BUILDING ELEVATIONS - 2 6 02/14/20 CANOPY ELEVATIONS .7 02/14/20 TRASH ENCLOSURE DETAILS B 02/14/20 PHOTOMETRIC PLAN 9 02/14/20 LIGHT DETAIL - 1. 10 02/14/20 LIGHT DETAIL - 2 11' 02/14/20 LKOiT DETAR - 3 12 02/14/20 LIGHT DETAIL - 4 73 02/14/20 SITE DETAIL - i 14 02/14/20 SITE DETAIL - 2 15 02/14/20 SITE DETAIL - 3 UALAAMr 16 02/14/20 SM MIA& - 4 17 PROJECT DESCRIPTION i «'.a a Ia �• •. i r m - ♦waw •rsr e i -, NOTE TO CONTRACTOR: 173 CASE H1 STO RY WZ-19-02 MS -06-10 WZ-19-01 MS -06-09 MS -19-02 115-06-01 WS -19-04 WZ-06-03 WS -17-07 SUP -06-05 WZ-16-07 SUP -05-04 WS -11-01 WZ-05-02 WZ-11-02 WZ-05-01 WZ-11-01 stoop -05-01 r-•�, •e" - r ANX-06-01 sup -10-01 i m r' '' a .■® 0 3 wwa� e 1 73.1 e21 :�I- e � e 1458 G wx! Avenue Des Motiles, bwe 50309 e ' I ♦e �7rr F"51-5-22"128 - UALAAMr IN ', a I,]i o'—I n t• ® e Ie LU 06 1e f Lu W 4=11 w UZ c N /�/ • � ILLI Q�= Q W O M � Q PROJECT DESCRIPTION i «'.a a Ia �• •. i r m - ♦waw •rsr e i -, NOTE TO CONTRACTOR: 173 CASE H1 STO RY WZ-19-02 MS -06-10 WZ-19-01 MS -06-09 MS -19-02 115-06-01 WS -19-04 WZ-06-03 WS -17-07 SUP -06-05 WZ-16-07 SUP -05-04 WS -11-01 WZ-05-02 WZ-11-02 WZ-05-01 WZ-11-01 stoop -05-01 MOX -11-01 ANX-06-01 sup -10-01 I I ave �e .� w• �. � +�- KUM & GO #2310 F C MI , (L J 0- 0 3 1458 G wx! Avenue Des Motiles, bwe 50309 F"51-5-22"128 Z LU 06 Lu W 4=11 w UZ c N /�/ • � ILLI Q�= Q W O M � Q KGPRD£CT7E1Mt K6AtR06WRM a+LBRc1T811K+P Vi O Q DIT@ eI,111IJLV STM AM 1 OF 17 KUM & GO #2310 p 0 � 1 III II I I OYk' III KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST'/.OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN KEY MAP • 1458 Grand Avenue Ds Manes, Iowa 5031 P: 515-228-0128 17 M231 C Z O_ C/) O U ti Z W aid LUcr W C:) CL C-) Z M H W &WNCn W Q J Z O Z Q M O 0 0 Y KG PROJECT TEAM: rqN ROM: RGBERr.FE&G SM DAN GAWA - CPM: BRETT STUPP 17 M231 O_ co Z O O rqN LL W w 17 M231 II KEY MAP KUM & GO AT CLEAR CREEK CROSSING 01T� I NORTHERN ADJACENT PROPERTY IS TO BE DESIGNED AND DEVELOPED By OTHERS AND SHOWN IN CONCEPT AND FOR REFERENCE ONLY. RIGHT-OF-WAY NOTE AM WOW WrfHINM=Mi IS DESIGNED AND CONSTRUCTED BY 7W, OVERALL MASTER SITE KEY NOTES NO. DESCRIPTION O BUILDING ENTRY O BUILDING CANOPY OVERHANG O PROPOSED LIGHT POLE BEGIN/END PROPOSED INTEGRAL CURB. ® =END CURB TO PROVIDE CLEAN CONSTRUCTION JOINT. O W INTEGRAL CURB ©;EXISTING RETAINING WALL O LIMITS OF PROPOSED PAVEMENT 4- DIAMETER BOLLARDS OINVERTED 'U" BIKE RACK ON 5.0'X8.5'X4" THICK CONCRETE 10 BOLLARD MOUNTED ADA VAN PARKING SIGN 11 BOLLARD MOUNTED ADA PARKING SIGN 12 CONCRETE SIDEWALK, WIDTH VARIES 13 ADA CURB RAMP ACCESSIBLE PARKING SPACES AI ACCESS 14 AESSHALL BE 2X MAX. SLOPE IN ALL DIREOta 15 INTEGRAL COLORED CONCRETE 18 AMERICAN FLAG POLE, 12' RADIUS 15 TRANSFORMER 16 .OTHER TENANT SIGN (KUM&GO MONUMENT SIGN) 19 UNGERGROUND STORAGE TANKS ©0 TANK OVERDIG LIMITS 21 1000 GALLON SANTIARY GREASE INTERCEPTOR eTRASH ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) AIR MACHINE ON 4'X4' PAD BIKE REPAIR STATION EXISTING FIRE HYDRANT Ig 4" WIDE YELLOW PAVEMENT MARKING, TYP. 4' YELLOW PARKING STRIPING, 2' OFF CENTERED AT 45' DIRECT04AL ARROW. TRAFFIC WHITE PAINT 29 12'X80' LOADING ZONE. V YELLOW PAVEMENT CROSS HATCH, 2' OFF CENTERED STRIPING 0 PROPOSED STOP SIGN 31 AMPERSAND SCULPTURE (PUBLIC ART) 3© SITE BENCH (SEE DETAIL SHEETS) Q PATIO AREA OPEDESTRIAN CROSS WALK. WHITE THERMOPLASTIC PAVEMENT MARKING 19 ROLL OVER CURB Ig PROPANE CAGE Q MISCELLANEOUS MERCHANDISE FIREWOOD ® RED BOX(ES) 49 ICE MERCHANDISER 41 00 FRESH MARKET (864 SF) PROPOSED SIGNAGE DIRECTING TRUCK TRAFFIC TO EXIT VIA THE YOUNGFIELD SERVICE ENTRANCE. ©PATIO FENCE (SEE BUILDING ELEVATIONS FOR DETAIL) ® TRASH & RECYCLING RECEPTACLES ® CLEAN OUTS (TYP.) O YELLOW THERMOPLASTIC PAVEMENT MARKING Q224 -STOP G BAR, THERMOPLASTIC PAVEMENT MAR 0 20 40 60 GRAPHIC SCALE IN FEET • 1459 Grand Avenue as Moines, Iowa 50309 P:515-226-0128 m I RDk RO BERTEARt FEN I RI1Lk.ROBERTF�G SDAY. DAN.GAM" CPI- BREIT STUPP Z V5 Q U ti W ad �W o U =:) m w W Q t-9 U Z Y Q M milia C Y m I RDk RO BERTEARt FEN I RI1Lk.ROBERTF�G SDAY. DAN.GAM" CPI- BREIT STUPP QArE: 03(12120 IVA milia QArE: 03(12120 IVA a0A605Q047 Proposed Bulldmg signage Location $r shoe Am wea Bastion -mun6G sl" 5'x10' 505E -Go Fmdn6/mlteY5ign 5'x9' 455E South satiation 9hon6GeStlp 5'x10' 505E E&REleumion 'Kum6Go•Siga 5'x t0' 505E North Elevation 'Rom6Go'Slea 5'x10' 505E TO 245 SF Glazing Calculations Percent Required beuxeen 3'-0"&W W- 'abovefnWred floorelmoon Location Ar66of1yampmmrcr Zone AresofGhn3ng %Glesing PrwAded %Gla7legRagWrml Miert BWAMon 5005E 333 SF 66% W% Sotb8w^vdmn 288 SF 1305E 45% 0% Eart Elevation 498 SF 1065F 22% 0% North Elevation 284 SF 1015E 36% 0% REF Cornice Profile o2S match Berridge "Darknze' Bro much SW'DorkmGray- Vinta9eWood Cedar Cornice Profile NTS 0 0 N I ' in C 03 O CO a� �01 o01 M s� � Y m .w, O a 9a KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST f OF SECTION 29, AND THE NORTHEAST Y4 OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN v -.u.-. o. -.a -..w o...-_cxm_ — .-- 3 _3. West Elevation NTS South Elevation NTS 7--0" - 3-30 — 1 n East Elevation NT5 D i.e =Fu ... VMical Board and Batten Siding by James Hardie, painted to match SW9lepom Gray' smnew9teer-'shadow 3(Y -r Ra6Fenc%Oil. Rubbed Bronze RTU Beyond 5'--0"x9'-M Standing Seam signage Metal 'Roof to match Berridge 'Dark Bronze Painted Fiberglass Line of Cornice to match NTLI Standing Sears Metal Roof to Vertical Board and gatte" siding 18"x14"Niehiha S, Wx ify-W PakKedFlberglass Comite SW'Urbane Bronze" Beyond by James.Hudle, painted to FiberCEmentPanel- Si 9n69e tomatch Sw"Urbane REF Cornice Profile o2S match Berridge "Darknze' Bro much SW'DorkmGray- Vinta9eWood Cedar Brom REF Comite Profile V Z ch —. Oil -Rubbed Bronze Storebont Powder Coated Dow with. SvfefmmTyP Gazing _ 21'-6" ARCHITECT OF RECORD: BAR ARCHITECTURE, INI 6700 ANFIOCH PLAZA SUITE 300 HERRIAH, KS 66204 w .bff rc :.tom TN: 913-262-9066 Fax: 913-262-90/4 • 1459 Grand Avenue us Moines, Iowa 5031 P: 515-228-0128 w P U r� Y = Z W o2S 0 V Z ch W 4 W W Q W U Z Y CD Z Q Cn J CD m �s Y KG PROECrTEAN: FOR ROBERT FIEBIO SDR DAN CARNEAU CPR BRErr=PP O rc 03/12120 5 OF 17 Z 0 d' cep47 oN j 4 1 12' PIPE RAIL, TTP 1112" PIPE. POWDER COATED OL -RUBBED BRONZE ALL SUES; POSTS AT 18' OC MAX TYP; S' SLEEVE, EMBED POSTS 5'. PACK WITH NOW"INK GROUT CONCRETE OR MASONRY CONCRETE SIDEWALK REF CML r .r,ii•:-. _ _ y . ;%pical Guardrail Elevation 9'- 10 9'-0" — 3 —3" — North Elevation NTS KUM & GO AT CLEAR CREEK CROSSING GAS: STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN Palmed Fiber I'' 5'-Vx 10'-0' Linear ('' 18'x1O' Nid*ka r Standing Sin Palmed Nberglm yertkal Board and Baften Siding g1mc RberCe keb Signage Bey V1nIapnlentPanel- I Bronze 'Dark &ona' SW Cornice Profile match SW`Repme HanBae Gray"m mashorriketo Beyond Ylntagemem Cedar I =Be %a SW"Udw matchBrame by kmeN arft eGray' REIF 011.19nbed Brome Powder Coaled StcxeironLTYP 21'-(r Slone -veneer- ° ShadowStale- SteelGrayby Arrkcraft • ARCHITECT OF RECORD: ORR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.9rrareh.com Tel: 913-262-9095 I=: 913-262-9014 1459 Grand Avenue Des Manes, Iowa 50309 P:515-228-0128 0 Z 55 a) OIX N V o T Y = Z LU ors O H U = c LLJ W of Q C.7 Lll LLd M Q c!) m oLf Y KG PROJECT TEAM: RDM: BERT FEW SDIk DAN GARNFAU CPM: BRE TSTUPP A U V) D O 1) W � Q G d DAA' 03112/20 SNEETNUMER: 6 OF 17 1&GO#2310 20 4 0 h � o r L OC °D C4 \� C_ n M g� 0 0_ oV A O� j?eCep-h614 oaoa"Sdoq7 Proposed CaLLoPy Signa" Location Sign Sine Ann Waat Eke 96rmi66'Sign 3X6' 18 SF Eaa ENvadon NoSigrage - OSF Nords Ekvadm-Kwn&GeSIW 3X6' 18 SF soca Hanndm-mma,6n"Sigms 3X6' 18 SF Tote 54 SF 20'-10" - 1T-6" 7-2' — West Elevation NTS 20=10" - 1T-6" 1S'-6' 7'-2" - East Elevation NTS KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST Y4 OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN Stoneveneer- 'S mdowSmne- S"CxeybyArntcratt - — 0 3' 6' 12' 30' 5toneveneer- 'ShadmStone- StedGrey byARiscraR ..., 0 3' 6' 12' 30' North Elevation NTS 0 3' 6' 12' ..,., 30' 'Bronae'Cokx Aluminum Sotfitand Fascia 3'4rx6'-0' Eliminated Can Signage White Akrmhwm CefBng PanelsTYP CeBhrg PaneisTYP 18'X10' Nichiha..Fiber 1kam'Color Cernerapanel- Wood Cedar vintage _F 091361fi[dnd �— - — 18'x10' Nichiha Fiber Cement Pmxd-vintage Wood Cedar — IkonzeC9br Aluminum Soffit and Fascia- - —11- 0 — — - — — - Blade Plastic Stoneveneer- - 31 -Tx 6'-0' Bofiard Cover 'Shadow Stone- Nominated 20'-10" TYP SteeiGreybyARisuah Can Signage 17 15=6' White Aluminum 10 Ceding PanelsTYPdes 0 North Elevation NTS 0 3' 6' 12' ..,., 30' 'Bronae'Cokx Aluminum Sotfitand Fascia 3'4rx6'-0' Eliminated Can Signage White Akrmhwm CefBng PanelsTYP CeBhrg PaneisTYP 18'X10' Nichiha..Fiber 1kam'Color Cernerapanel- Wood Cedar vintage _F 091361fi[dnd �— - — 18'x10' Nichiha Fiber Cement Pmxd-vintage Wood Cedar — IkonzeC9br Aluminum Soffit and Fascia- - —11- 0 — — - — — - 7'-2" — South Elevation NTS White Aluminum Ceiling .Panels TYP 3'-WX6' W Illuminated Ca" Signage Black Plasde Bollard Cow TYP _ - 6WdcPlastic Bollmd Cover TYP 0 3' w lY 30' 'Br,mWCoior. AkuninumSoffitand Fascia — - ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6769 AN IOCH PLAZA SUITE 900 NERRIAN, KS 66294 www.bmmh.wm Td: 913-2629065 Pax. 913-2629044 • 1459 Grand Avenue Is Moines, Iowa 5031 P:515-226-0128 Black Mastic Steneveneer-. Bogard Cover 'ShadmSterre- 20=10' TYP Steel Grey by Am 17 15=6' 7'-2" — South Elevation NTS White Aluminum Ceiling .Panels TYP 3'-WX6' W Illuminated Ca" Signage Black Plasde Bollard Cow TYP _ - 6WdcPlastic Bollmd Cover TYP 0 3' w lY 30' 'Br,mWCoior. AkuninumSoffitand Fascia — - ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6769 AN IOCH PLAZA SUITE 900 NERRIAN, KS 66294 www.bmmh.wm Td: 913-2629065 Pax. 913-2629044 • 1459 Grand Avenue Is Moines, Iowa 5031 P:515-226-0128 'WRMI, 4I, 7O_ F 17 30 #231 Z 10 0 O Y Z 0_ �LU o (-- 0 = ch Q> �W o ZY O Q M Q � � U 06 Y KGPROECTTEAM: RN: ROBERT FIEBIG SDM: BAN GNMEAU CPM: BRETT STUPP 'WRMI, 4I, 7O_ F 17 30 #231 a to d N O N N t 2 Y 0 IL cg 0 0 99 r -O" tI..N.al O. ...A Southwest Elevation NTS 0 3 6' tr r6 C. ......e Northeast Elevation NTS Vercid BOW and SI&9M James Hwltwe, Painted tomatth SW'Dodm Gray NSorthwest Elevation NT Perspective NTS 0 3' 6• 12' Ronevencer- Premmw 'Shadow Scone- Meal Coping Swel CvWby Aftcmft Berridge F'Cha""WW Wend wKh Plas9tic Cover TrP 0 6' 12• Southeast Elevation NTS 0 3' 6' it KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20,,THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN • ARCHITECT OF RECORD: BAR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brran:h.wm Tel: 913-262-0095 Fax: 913-262-9044 • 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 0 Z O J U o H � _ w W ca LU iW o W U Z CV Uj co W Q Z LU Q M 2 0 old H Y KG PROTECT TEAM: FOR ROBERTFEBIG SMM:DANGARNEAU CPM:BRETr STUPP O E U Z o � w W . a DATE: 0311212(1 SHEET 9 M 80117 I&GO#231'0 ----------- KUM & GO AT CLEAR CREEK CROSSING g ExISTBNG SII Ew LIGHTS ---------------------------------------------------------------------------------------------- �, W ` Y Y W `. • . • W `. + GAS STATION AND CONVENIENCE STORE N Y W W W • W Y PROVIDED --°-- SPECIFIC DEVELOPMENT PLAN F__________ u Y Y W • Y W W � - � �t�:s-a ♦ , , , t , , , , , , , _____ u Y W Y Y W Y W W ` Y W ` W W ` IN THE CITY OF WHEAT RIDGE, COLORADO y A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20 THE NORTHWEST % OF SECTION 29, AND THE T.0 b.1 b.1 2 b.4 b.5 i. b't',' b.1 b. b.2 b.2 b.t o.6YY Y Yb oW . W b'a ` W "t ' ������� Y`W`•`W`•`W`W`W"W`Y NORTHEAST%OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 .0 �b o, ' .i b.1 '0.4 b.8 1.2 1.34= 1.4 1.6 1.6 1.2 b.7 bW. b.2 b.1 X01 b.t b.1 b.1 b. b.5 b.6 b.2 6.4 W Y+oE W' o W W x.e W WEST OF THE 6TH PRINCIPAL MERIDIAN - X I W W W Y W• W Y W Y Y W \ Y �.b2 +o. b.7 2.2 +4.5 �15.4 x+7.7 5.2+3.7 *1 .6 i- b.8 b.6♦b.5 b.6 b.3 b.2 b.6 �i. b.o +0.o-�W+o-1Y �b;o�-'o.g- b. b1 .1 b . b.4 1.2 +5.0 18.1 21.7 +22.7 +35.2 +20.7 +7.3y. + k3.4 .7 1.9 .4 13 *32 0 • btr /``WV t`•+N`1r`Y vW _� G_ b.e 1.6 13.2 b b.3 6 :: 1.9 13.2 b.4 1 L'9, 2.7 11.6 Q �.. 2 +0.4 d � w b.4 b.9 2.8 11.8 a N + + 2.6 11.3 b.t 2 0 1.9 13.2 11.2 .6 .7 +3.6 19.3 tl. L_`lCi.. ��_�•. ` k �_lo IN e►1� �� .i ••' r, • • .. 110„ X11., VIII 1.3 4• .- • Y W .r W , 4:+34.0+0.8 .7 z.0 J j2.41 4.8 4. .5 `.SWW•+0.2YYWbr1WWW:0.8Y Y 1112. 6 +35.4 +1 1.7 b, l3 a t 2.1 k3 +4.2 +6 E +4.9 4 ' '+o:3Y ' ` bW1• Y W �+b.1 1R 4 NEW BUILDING FOOTPRINT 3• / • ` ` W W Y `W Y Y D X5.1 13.0 +4.1 5.e20s0.Fr4 FM 5514.93 C�7 4.4 +4.3 k3.2 Y9W`Wb` }WYWYY Y Y .e3` • ` ♦V�1Y • W � S W 55 2 ti a W W` W Y YX Y Y Y Y W W W W AL1 .0 11.s 4bNUEN b.t 2.2 1.2 W+0.5' `b.2. ` Y b•t` • ` Y+p.g ` + STORE MARKET H • IN Y Y Y V Y +34.3 +11.7 4.0 1 ., 4621 SF 864 SF .7 +2.7 +4.9 +3.7 1.6 b.5 b.2 b.1 b.1 t ti: y' E +35.3 12.7 Q , SE 1.1 2.7+4.9� b.9 1.9 b.5 b.2 b.1 b.1 ,f '}u. a ; +35.1 11.5 +3.3 i1, t"ZVOIns"4.6 2.5 1.1 +0.4 b.2 b.1 b.1 .:24 •r•�2y'1R.iAe>Y,T 'lSa l?a h,tliA 1s.31p.i E. G +32.7 10.1 2.8 /x,1.1 a .5 F • 1 �1 1 1.1 br b.6 +0.5 b.2 +0.1 II.. �W 0 ♦ b.5 Ii.B 43 +7.0 +6.1 13.3 16.1 17.7 18.8 29.1 18.6 +6.8 1. .2 112.1 .0 2.7 +3.9 +4. RTi �* 1� + b•7 +0.2 I I b.7 �.3 5 b.5 +7.8 +6.8 +4.8 +4.3 +4.5 +6.2 +6.0 +3.2 1.4 1.5 +3.5 +4.5 +4.7 +4.6 +2.0 +3.6 +6.9 +9.1 �• +7.7 +5.3 1.1\\\ +0.2 b.4 2.l +3 +6.5 +3.9 +3.0 1.5 1.2 1.2 1.4 1.3 1.o +0.7 1.0 +3.2 +3.9 +6.0 4.1 +3.3 1.5 +3.2 +6.3 +8.8 +7.1 +5.0 1.0 _ - 11b.2 b.1 �.3 •• W W • Y Y 19 E \� 1. 4 q o' DUSTING STREET uGFi1S Y • ` W .6 ' ` 1.'I 7 1'.3 Y • 2.5 Y 5.2- + • + b.1 a W • W W Y W Y W • • • • • Y W Y . Y W • W •y W + •'. + Y X PROVIDED BY OTHERS , x : x ` x % X ` Y ` W W % • W "x ` W % • X b.o .1 +0.1 b.1 -b.1 b.2 1).2 b.2 bz o ° b.2 +0.2 b.2 b.2 _b. 1.4 2.3 1.5 b.5 Y • " Ir - 11 �r EXIsnNc = � � - b- ' Exlsnwc - - _�--3-M 2.1�, i j ® +0.3 b.2 I b.1 LIGHT POLE LIGHT POLE= - DUSTING PLE = � DUSTING PC LI. � �� l/ � � `i L1 O.oL1 o .0 41 b.1 ylo.1 b.1 b.1 0.1 b.1 +0.1 +0.1 EX1910NO DEAPPMENirb.1 b.2 b.4 b.s b.4.._ +0.2 +0.2 b.2 b.IJ� - �� -x.51 _ F* Y b.2 b. t b.0 o �q Luminaire Schedule -� I Symbol Qty Label Arrangement Description LLD UDF LLF Arr. Lum. Lumens Arr. Watts 16 A SINGLE SCV-LED-23L-SCFT-50 - 15.5' MH -1.000 1.000 1.000 24361 191.5 5 Al SINGLE SCV-LED-23L-SCFT-50 - 17.5' MH 1.000 1.000 1.000 24361 191.5 6 B SINGLE .LX IWST LED P2 40K VW MVOLT - 11' MH - FIXTURE BY LITHONIA LIGHTING 1.000 1.000 1.000 3512 25 +® 1 C SINGLE TLFL-190-45-BLK 4' MH 1.000 1.000 1.000 19103 185.39 0 22 D SINGLE DNR52609 LED6-40K - 9' MH -FIXTURE BY ATLANTIC LIGHTING 1.000 1.000 1.000 1579 23.8 M 4 E SINGLE N SLM- LED- 1 8L -SI L- FT-50-70CRI - BLK-SINGLE ON 16' POLE+2.5'BASE 1.000 1.000 1.000 19664 148.5 ' 3 E1 SINGLESLM-LED-IBL-SIL-FT-50-70CRI-IL-BLK-SINGLE ON 16' POLE+2.5'BASE 1.000 1.000 � � 1.000 12568 atSED 148.5 MSONONDONS TE$ ♦LOCATK SHOWN ENDED POSROM THE •o AND/OR ARCHITECT MUST DETERMINE THE: APPLICABIuIY OF THE LAYOUT Calculation Summary 0 3 To EXISTING OR FUTURE FEW CONDITIONS. Label CoICType Units Avg Max Min THIS LIMITING PLAN REPRESENTS ILLUMINATION LEVELS CALCULATED FR1 Avg/Min Max/Min o LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE ALL CALL POINTS Illuminance PROVED Fc 5.48 67.3 D.0 N.A. N.A. o ^ WITH THE ILLUMINATING ENGINEERING SOCIETY PIES) APMETHODS. SIDEWALK ACTUAL PERFORMANCE OF ANY MANUFACTURERS LUMINAIRES MAY VARY DUE Illuminance Fc 16.85 35.3 2.4 7.02 14.71 �i TO CHANGES IN E WRWAL VOLTAGE• TOLERANCE IN LAMPSAM S AND CANOPY OTHER vARweLE REMCONDITIONS. CAtCULATiONS DO NOT INCLUDE ®V Illuminance Fc 47.98 67.3 29.3 OBSTRUCTIONS SUCH AS BUILDINGS.CUM% LANDSCAPING• OR ANY OTHER E ARCHITECTURAL ELEMENTS UNLESS NOTED FACTURE NOMENCLAAn>RE NOTED INSIDE CURB 1.64 2.30 Illuminance Fe 6.98 35.4 0.2 34.90 177.00 DOES NOT INCLUDE MOUNTING HARDWARE OR POLES. THIS WAVANG IS rwt m' �m PHOTOMETRIC EVALUATION PURPOSES ONLY AND SHOULD NOT BE USED AS A v c CONSTRUCTION DOCUMENT OR AS A FINALDOCUMENT FOR ORDERING c PRODUCT. 0 20 40 60 - y� i$ S GRAPHIC SCALE IN FEET ti qb 1459 Grand Avenue 's Manes, Iowa 503 P: 515-226-0128 2E 0 cr U o Wcd LwCL L'UJo U w W Q � O V Z Y N Q M � (0 ozs Y KG PROJECT TEAM: FOR, ROOM FEW SDM: DAR GAFWM CPM: BREIT STUPP 0 0 w t 03/12120 9 OF 17 KUM & GO #2310 • Y W .r W , 4:+34.0+0.8 .7 z.0 J j2.41 4.8 4. .5 `.SWW•+0.2YYWbr1WWW:0.8Y Y 1112. 6 +35.4 +1 1.7 b, l3 a t 2.1 k3 +4.2 +6 E +4.9 4 ' '+o:3Y ' ` bW1• Y W �+b.1 1R 4 NEW BUILDING FOOTPRINT 3• / • ` ` W W Y `W Y Y D X5.1 13.0 +4.1 5.e20s0.Fr4 FM 5514.93 C�7 4.4 +4.3 k3.2 Y9W`Wb` }WYWYY Y Y .e3` • ` ♦V�1Y • W � S W 55 2 ti a W W` W Y YX Y Y Y Y W W W W AL1 .0 11.s 4bNUEN b.t 2.2 1.2 W+0.5' `b.2. ` Y b•t` • ` Y+p.g ` + STORE MARKET H • IN Y Y Y V Y +34.3 +11.7 4.0 1 ., 4621 SF 864 SF .7 +2.7 +4.9 +3.7 1.6 b.5 b.2 b.1 b.1 t ti: y' E +35.3 12.7 Q , SE 1.1 2.7+4.9� b.9 1.9 b.5 b.2 b.1 b.1 ,f '}u. a ; +35.1 11.5 +3.3 i1, t"ZVOIns"4.6 2.5 1.1 +0.4 b.2 b.1 b.1 .:24 •r•�2y'1R.iAe>Y,T 'lSa l?a h,tliA 1s.31p.i E. G +32.7 10.1 2.8 /x,1.1 a .5 F • 1 �1 1 1.1 br b.6 +0.5 b.2 +0.1 II.. �W 0 ♦ b.5 Ii.B 43 +7.0 +6.1 13.3 16.1 17.7 18.8 29.1 18.6 +6.8 1. .2 112.1 .0 2.7 +3.9 +4. RTi �* 1� + b•7 +0.2 I I b.7 �.3 5 b.5 +7.8 +6.8 +4.8 +4.3 +4.5 +6.2 +6.0 +3.2 1.4 1.5 +3.5 +4.5 +4.7 +4.6 +2.0 +3.6 +6.9 +9.1 �• +7.7 +5.3 1.1\\\ +0.2 b.4 2.l +3 +6.5 +3.9 +3.0 1.5 1.2 1.2 1.4 1.3 1.o +0.7 1.0 +3.2 +3.9 +6.0 4.1 +3.3 1.5 +3.2 +6.3 +8.8 +7.1 +5.0 1.0 _ - 11b.2 b.1 �.3 •• W W • Y Y 19 E \� 1. 4 q o' DUSTING STREET uGFi1S Y • ` W .6 ' ` 1.'I 7 1'.3 Y • 2.5 Y 5.2- + • + b.1 a W • W W Y W Y W • • • • • Y W Y . Y W • W •y W + •'. + Y X PROVIDED BY OTHERS , x : x ` x % X ` Y ` W W % • W "x ` W % • X b.o .1 +0.1 b.1 -b.1 b.2 1).2 b.2 bz o ° b.2 +0.2 b.2 b.2 _b. 1.4 2.3 1.5 b.5 Y • " Ir - 11 �r EXIsnNc = � � - b- ' Exlsnwc - - _�--3-M 2.1�, i j ® +0.3 b.2 I b.1 LIGHT POLE LIGHT POLE= - DUSTING PLE = � DUSTING PC LI. � �� l/ � � `i L1 O.oL1 o .0 41 b.1 ylo.1 b.1 b.1 0.1 b.1 +0.1 +0.1 EX1910NO DEAPPMENirb.1 b.2 b.4 b.s b.4.._ +0.2 +0.2 b.2 b.IJ� - �� -x.51 _ F* Y b.2 b. t b.0 o �q Luminaire Schedule -� I Symbol Qty Label Arrangement Description LLD UDF LLF Arr. Lum. Lumens Arr. Watts 16 A SINGLE SCV-LED-23L-SCFT-50 - 15.5' MH -1.000 1.000 1.000 24361 191.5 5 Al SINGLE SCV-LED-23L-SCFT-50 - 17.5' MH 1.000 1.000 1.000 24361 191.5 6 B SINGLE .LX IWST LED P2 40K VW MVOLT - 11' MH - FIXTURE BY LITHONIA LIGHTING 1.000 1.000 1.000 3512 25 +® 1 C SINGLE TLFL-190-45-BLK 4' MH 1.000 1.000 1.000 19103 185.39 0 22 D SINGLE DNR52609 LED6-40K - 9' MH -FIXTURE BY ATLANTIC LIGHTING 1.000 1.000 1.000 1579 23.8 M 4 E SINGLE N SLM- LED- 1 8L -SI L- FT-50-70CRI - BLK-SINGLE ON 16' POLE+2.5'BASE 1.000 1.000 1.000 19664 148.5 ' 3 E1 SINGLESLM-LED-IBL-SIL-FT-50-70CRI-IL-BLK-SINGLE ON 16' POLE+2.5'BASE 1.000 1.000 � � 1.000 12568 atSED 148.5 MSONONDONS TE$ ♦LOCATK SHOWN ENDED POSROM THE •o AND/OR ARCHITECT MUST DETERMINE THE: APPLICABIuIY OF THE LAYOUT Calculation Summary 0 3 To EXISTING OR FUTURE FEW CONDITIONS. Label CoICType Units Avg Max Min THIS LIMITING PLAN REPRESENTS ILLUMINATION LEVELS CALCULATED FR1 Avg/Min Max/Min o LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE ALL CALL POINTS Illuminance PROVED Fc 5.48 67.3 D.0 N.A. N.A. o ^ WITH THE ILLUMINATING ENGINEERING SOCIETY PIES) APMETHODS. SIDEWALK ACTUAL PERFORMANCE OF ANY MANUFACTURERS LUMINAIRES MAY VARY DUE Illuminance Fc 16.85 35.3 2.4 7.02 14.71 �i TO CHANGES IN E WRWAL VOLTAGE• TOLERANCE IN LAMPSAM S AND CANOPY OTHER vARweLE REMCONDITIONS. CAtCULATiONS DO NOT INCLUDE ®V Illuminance Fc 47.98 67.3 29.3 OBSTRUCTIONS SUCH AS BUILDINGS.CUM% LANDSCAPING• OR ANY OTHER E ARCHITECTURAL ELEMENTS UNLESS NOTED FACTURE NOMENCLAAn>RE NOTED INSIDE CURB 1.64 2.30 Illuminance Fe 6.98 35.4 0.2 34.90 177.00 DOES NOT INCLUDE MOUNTING HARDWARE OR POLES. 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I t5Y MGubbB `K `RoauLL acv rr"6 --MW6Vpe4ym.letl137T31m.aLS bd,MMa a OA naYS aeSBrKtl W/18 KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN LTHE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST X OF SECTION 19, THE SOUTHWEST''/a OF SECTION 20, THE NORTHWEST % OF SECTION 291, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN Scottsdale" Vertex"' - SCV Petroleum Canopy LED Luminaire Luminaire Ordedna Guide atm.FWahm M ter-imLW tC-sY cow- Om-aawbta. 40 -mor vw-w %nh-call CLIW6wam wwawewwnrawasMa aupz to -nos %-I* t70WN dbtddas" a -Spa 9a -.d e mew but Ibrdwmsaealhet SL -ante .+.1 r a w �mtl.rm. nmwen0 teY :3= m2-b.a w•• -bum essiM& wwmawm • MW Combd p to hro(2) to 24V Occupancy Sensors and Photocells %L•78nth IMeleli:mp�xis4emM W- M Doha - postmaster • Lights dtlSttb an for saNty Receive Senmdwy 21-2matM • Wanady:5 years 3U4M/ IamaYYyYtldted eglddabr owna� In a•%at.ws awml sawwoorware AKawry OMdMK bWam in nwraPrq-m/&TAIsabW,Ya'aYlamxarprwrey/ JESUS WX6TObr RtrMVC kb) SMIMaIf awaelMq-m/SnAl9abeq.YlSaYIwI Sall AMbJJM telco MMJPrm-naanm.rrarx cote q-Yrpsmrrrr (wM,YawwO want nlawwwlq-uawr.wffibea 613117 IYY4..aPlrmglYYbVwrrrYq eraaem nbrJffiCwwmnllWemrsrM - arae Sbimrmmeb Jam wwawewwnrawasMa aupz awecawb.Ca.er.bol are aXXB'rMarffigMa1'reerle an~ .._. Scottsdale" Vertex" - SCV Petroleum Canopy LED Luminaire Lomgmire PWWMetry no bel=Wucbd by an fil"accred ed WJM MMAW in wXXtMiwe wR01ESNA LM -704 As ON" by IEBRA LM -79-08 the0*0 bnbme IS hand as do worcerwuMnt In a langame eHkblry or 100%: ,._ 3w Mtpl ApXfordMW MmmmmCg gets SC SCFT pN 13L WMMrbiW Release (12)t0aaddW AM Do waN Frflllbw lS Xbu9alea Inc ,0000 AWbnCB net an<ax+ma OH Ti2II. wwwa�Muelrbxtpn - RR13M-3R W . •l& Ie�p,a1M• e,[ Pl Mal,b Reaerw6 LIGHTING STRUCTURE DETAIL - LABELS A/A1 WAR bwJtrassspem MWAMaaa tayarawrya &NMarmtagaa AMsgsYHmm (6711%) We" WS07) (Was) M'>a2madrt! lr twpMxmneaw D4"Mtn MMLawmbe IMIalM JbuntlM wdxOh md.mar MMMamp IMmdse MMLmOplft cmrenq acOvsted when ala is absent __ s ------ ------ raaMlYdrus athwearm e mew but Ibrdwmsaealhet raermya .+.1 r a w �mtl.rm. nmwen0 teY :3= fineaR • CIM 1/Class 20-10V Dimming Gond wwmawm • MW Combd p to hro(2) to 24V Occupancy Sensors and Photocells `^ V IMeleli:mp�xis4emM Q M Doha - 1459 Grand Avenue 9s Moines, Iowa 5031 P:515-228-0128 V V M M C13 Opdomihaeendpatent mheragmollsRod daylight smu, adrvaea bveb. Standard SIDE VIEW wimmnp d lumgelre fiStandard Factory SOROS: High level IipM a7 W 4�a Q Scottsdale° Verte»" - SCV I x jjsQ c Petroleum Canopy LED Luminalre Y y `� V • up to 80% Savmgsthreugu snort denrang cmrenq acOvsted when ala is absent __ s ------ ------ W CaLU e LY � Q Of MON wdMybr-5 minutes. See covemp dagrem for detection cora. oPmnetmoiWre seems easy eta age progremminpdeach .+.1 OauPaW Samar /D9)HIW Senor (IMS) MDf Covera Diagram V Z M I— Opdomihaeendpatent mheragmollsRod daylight smu, adrvaea bveb. Standard SIDE VIEW wimmnp d lumgelre fiStandard Factory SOROS: High level IipM Pour mcnmagg. It Includes a 24V aorrmid and pourer supply monMd o W 4�a Q o b Roily" and mmasw m full bright upon doe mon tl mofgn. Love lies god(30% maximum drive b jjsQ > `� V • up to 80% Savmgsthreugu snort denrang cmrenq acOvsted when ala is absent __ s ------ ------ • True OrMN Nncfiona0/ via mnubem re by • Input pmasr.100-277 VAC H- 10% (Max 305V)47r4 Hz • Smmbssy gmgaas temp the oddomAidJr* wireless llOMgg control • Sw41dxo 0uWA Debts OW,, Zero Cross Seddldng Of MON wdMybr-5 minutes. See covemp dagrem for detection cora. oPmnetmoiWre seems easy eta age progremminpdeach .+.1 Z Y :3= grmd _ ---------- bmlrhe From the ereeM bel. 'a • CIM 1/Class 20-10V Dimming Gond Power mmttodg: Utility grade -2%wcuracy • MW Combd p to hro(2) to 24V Occupancy Sensors and Photocells `^ V K1181Pf DeM1pM EoYllalalorTo01 ,r --- --- Q M Doha 'J. Ai rLi n k enabled by Synapse® Winston LigM(aSCootreDuffftsmLSCS) Specifications The AcrLmk bbembd cm6dler Is 3tafiftenta Toe 24 compliant coming ibplabry Apreeb Costumier that provides ho -mm, fight mmllemm and antral with utilly-grade p�.iC,�cmtheg Pour mcnmagg. It Includes a 24V aorrmid and pourer supply monMd o uPmtwo(2) aromas hrtothe amdmrAid.kd whim loft system. • FC� Usted FeaWm • Calimmia ntle 24 com haat • 2% Ulmy same Poour MWberal Pewerand performance • up to 80% Savmgsthreugu snort denrang • 0paw119 eraimnmenbl:-40•Fto 131°F( -WC to 55`C) • True OrMN Nncfiona0/ via mnubem re by • Input pmasr.100-277 VAC H- 10% (Max 305V)47r4 Hz • Smmbssy gmgaas temp the oddomAidJr* wireless llOMgg control • Sw41dxo 0uWA Debts OW,, Zero Cross Seddldng suction BSem eSsIng Mesh Rdwrkgg • LOW Ruling: 5A 01DOV In 277V(M-10%) • Relay doses m pant less • Dimming:O-10V cmmol; Output Chas 1/2.2W Somme M, 5W • Supports a wide rmge of LEO drives and Rmures Slot Max • CIM 1/Class 20-10V Dimming Gond Power mmttodg: Utility grade -2%wcuracy • MW Combd p to hro(2) to 24V Occupancy Sensors and Photocells Sensors Inputs: 0-10V (Pb*wll Sensors), 0-24V(all enter arems); (eaMutt abs for competthle ba) Sonar peer Spy: 24VDC a 50mA • Scours 061814W Itir pgwds in support rmrre mhancemeds Doha • EXedtem RF Range— 1,Ooght LoS Whom WMIlem Radr. SNAP Utah; 902.15.4;+200Bm1basmtt Power, -105 dem • Lights dtlSttb an for saNty Receive Senmdwy • Wanady:5 years sales Support Moe.kffq az b Opn6als_w!as�id'-YWpsOAa;:exm mmcarmworh@ shriva� IbrmMXalfMtr,� 1fwa4a67aw lwppnw,0 p, mb5ftam e t9 MtluxLbx nfc YJ000AImnce RLL aclnra4 off �8e9e-www.gHneeshfpetnm (SRi 3)R-3200••t5llndmteealnr Apo Rlpnm iMagvee WAS Y I KG PROJEU MAM: Iw: RDIA ROBERrnIGSM.Deft GAR" CPBREfi STUMP O a O a O K DATE' 03112120 10 OF 17 �I e, er.ln.:r�aann5and7 WST LED Architectural Wall Sconce A!g Q�+ Capable Luminaire This item is an A+ capable luminaire, whiff has been l.tallitl�m designed and tested to pmside mruistarM color appearance and system! -level interoperabilitit a+�wrro r All configurations of this lumiminenrest the Acairy MDtdd. 17• Brands' specification for chromatic consatmcl, (a3!aoa 103nW r This luminaire is A+ Certified when ordered with arlak rYi2ma DTLk controls marked by a on lbs DLL equipped luminaires meet the A+ specification � qy for luminaire to photowmrol interoperabatyi a This luminaire is part of an A+Certified solution i for ROAW or 1(PoimTM Wireless control networks, providing outof-the�box control compatibility E�v_—with simple commissioning, when ordered with a drivers and control options marked by a 8VA Box "a" To learn more about A+, 4• visitwwwacujybnmds.com/wlus. 03 J Mail 5.1/1• See ordering tree for details. nao a A+ Certified Solutions for ROAM t-12• old Sretheordar of Delmer ea one ROAM !fie Per luminaire. 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Range Is while as facWy simMard, OPApnd polished thinge wall match Whether finish. Owlfactmy W OpBwIN reOedOr cnWe. r. 508678-5411 1 F: 508678.5408 WWW.atiantic-lighting.com PRODUCT NUMBER: LED04DiMI14WA LBMOCL I4mm: W LED tlaNght Refisomc 6" MMUW dmf reArW CWMficadm,: MW EfNoecy: 65 Watt: 122W Wmerro: 798 B/MH make 1.02 Teat ReporUlEB file: 1,11,3103013 ABSOWTE TEST PRODUCT NUMBER: LED64RMi$.3aX. LEDNOCL Fleme:6" LED dadght Reflector. 8"a OMW der reflector Clas~m: red EMcwy.77 Wdt: 17W Lumens: 1313 S/MH rmo: 1.10 Test ROMWIES file: AT120141 ABSOWTE TESL' PRODUCT NUMBER: LEDS-DlM204sx4LEDNoo. 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Sr Optloro. 6-"m u add bluehGe.= end curareCo3px f. whenmbe "red 11 0 -(ieMymwl4lter,&cas towAnk raohw. - rpMmN. srArmon drmla aamwbn. Integral Lora (N.) _ Attorney ranee W LoAf r"Iste for improved baclight control without mcr8aing stew with Perfonmma LSI'$ integral Looter (1L) option deiiars bach fight control tet significantly reduces fight 6011 behind the pole W applications with pots IOMO s Chan to ad)acem tanneries. The integrated lowers' desigrh me dmkn foulard -refected light whits - reduchq glare, malreabmgthe optical disrfibdim selected and moat impomnty, surrounding fids Napes. The brogrol louvu rotates with the optical distribution. Lumleadcs. $boom NRh IntepfM.Lena (IL) ■ 7 Pie PbotoeW" CodNdd 7 -pm ANSI 0136.41-2013 control recep6ede gNbn Available for head lock phuoeamruis or wales control m odulm Control acconsories sold mPar*l . Bfmledq leads from the rwptuchewill be connected to the drisu dimming keds (Consult factory foraftemue wiring).. Fwmmmmws CBTP Slice Medium - SLM Outdoor LED Area Light sm"oo Cm uft Onwow Beam (ills) The 1111egeal Pmk btrered motion sensor acliates switching of lumma re lied levels. Standard Factory wits: High Wel Is &CHM d and kamsed to full teiget upon defection of motbn. Loedlghr keel 00% madmumdmo current) Is activated WO WOzam is WerK of mmkon actlNty for -5 minutes. Sea Coverage diagram for debntron none. The Amu b CoedlpuraWTool allow for easy all safe programming of each bmbalrefrom ground lead. See the nemm�. nfimu ar UswC lite for Programming imtructbm. Mm ordmbg the Stand-alone Occupancy $=at on the "I you must halon• IMS (see ordering guide for mounting height options) as the crab* option in the fixture nomenclature. To order as a mofim SNW with theAbUnk ywrelees Central System, sur ordering Wide under "Wireless Canals System' and $abet tlpAL.SCS cm*Ob OPtim with the domed moue iep height Replete Comewdw Ted SIDE VIEW _______ __ MY w w w w a 10 m w a w LumteaNe Spoon aft IMS STRUCTURE DETAILS - LABELS E/E1 U-> aweemaere row opwMeseRMA 4 Q Q �R awed,. aw.te owns. R mw+aAw IWIUR m it 1459 Grand Avenue es Manes, Iowa 50309 P: 515-226-0128 N O � o Y LLI cled UJI W o U Z W LL I 4a Q V V Z Y Q M 0 KG PRGJECTTFAM: RDLI: ROBERT FIS SDLP DAN GARNEAU CPM: BRErr STUPP 0 U z z 0 E Is 0 LLJ 0 J In 0 W W W■■■��■ I t t 4t SHEET MAWR 13 OF 17 GO #2310 Ul 0 0 0 N POWER SWITCH o -o 6- CUF AIR MACHINE SUPPLII TO COORDINATE WT STATION MOUI ,V x 4' CONCRETE PAD AIR MACHINE A NOT TO SxJVF Z-10" I YLIr RESERVED PARKING ACCESSIBLE SIGN(R7-8) THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES 12-x6-. THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES APPLIES FOR VAN ACCESSIBLE STALL ONLY 2" ROUND POWDER -COAT BLACK PIPE. CAP TOP OF PIPE BLACK SEALANT 2" ROUND CUT-OUT ON AROUND SIGN POST INNOPLAST BOLLARD FOR SIGN POST INNOPLAST BOLLARD COVER SEE DETAIL FILL POST WITH CONCRETE FLUSH WITH TOP OF POST i•� yl 0��� v v v - v SEE DOLLARD DUALS ff SEE FRONT SHEET. o BOLLARD -MOUNTED ADA SIGN NOT 1D SCALE 0KBI E RACK MANUFAGTURER:MADRAX MODEL: 2t INVERTED U BIKE RACK FI+IISH: BLACK MOUNTING: SURFACE MOUNT (WHEN LOCATED ON CONCRETE) IN GROUND MOUNT (WHEN LOCATED IN CRUSHER FINES) PER MANUFACTURERS SPECFICATIONS CONTACT:MADRAX 1060 UNIEK DRIVE WAUWEE, WI 53597 T: 6QB•849-1060 E: SALESQMADRAX.COM Q r ANCHOR ROD THRU HOLE (INCLUDED BY MADRAX) CONCRETE V WASHED GRAVEL NATIVE SOIL OR TOP DRESSING PER LANDSCAPE PLANS INNOPLAST BOLLARD COVER SEE DETAIL BUILDING SIDEWALK SEE PAVEMENT DETAILS 0 lot • \�j\\�j 1111. / Im + ' II M, EQao a7 FILL POST WITH CONCRETE FLUSH WITH TOP OF POST INTEGRAL -COLORED TD(TURED CONCRE1 SEE DETAIL 1.5' DIAMETER BOLLARD DETAIL � NOi TO SCALE SIDEWALK --•�-�r 'A BOLLARD -MOUNTED ADA SIGN NOTE: START PLACEMENT OF BOLLARDS BASED OFF CENTERUNE OF MAIN ENTRY. SEE PLANS FOR PAVEMENT SECTION DETAILS AV d F9 STOP STOP SIGN (MUTCD R1-1)., BOLT TO STEEL TUBE W/ 3/8" CADMIUM PLATED BOLTS, NUTS & WASHERS 3"0 GALVANIZED STEEL PIPE. PROVIDE WELDED WATERTIGHT CAP. BREAKAWAY COUPLER LANDSCAPE -\ 1'4 CONCRETE BASE SIGN IN ELANDSCAPE NOT TO SCALE moo• NORMAL WALL: 0.125" O� 0.75" BLACK REFLECTIVE TAPE PRODUCT ID:3M #510OR BLACK PROTECTIVE BOLLARD COVER MADE OF HDPE MODEL #: DC452BKBK (PRE-CUT O 3') INSTALLATION: 1)UTILIZE GREAT STUFF PRO- WALL AND FLOOR CONTACT: ADHESIVE TO ADHERE BOLLARD TO STEEL 10120 GOTTSCHALK PARKWAY BOLLARD. FOLLOW PRODUCT INSTRUCTIONS 10120 IN FALLS, K PARKWAY 2)SPRAY PRODUCT INSIDE BOLLARD COVER (DO CHARG800-516-FALL 4023 NOT DRILL HOLES) INNOSALESOINNOPLAST.COM 9287 3)INSTAIl BOLLARD COYER OVER STEEL BOLLARD 4)FACE PRODUCT INFORMATION LABEL TOWARDS BUILDING INNOPLAST BOLLARD COVER H NOT TO SCALE 4b 1459 Grand Avenue Is Moines, Iowa 503 P: 515-226-0128 N W O o a g En— E�"ga 0 m $ X npw F- W C � W� O J U a cnUj Q 00O J O 3 4b 1459 Grand Avenue Is Moines, Iowa 503 P: 515-226-0128 Q,,,■,.I SLEET NUMBER 14 OF 17 & GO #2310 Z. En— rn 0 U o� W ozj � W O J U = cnUj Q Z co Q M O 0 Y KG PROJECT TRAM. FOR ROBERT FIEBIG SOA: DAN GNUEM CPA: BRETT STUPP Q,,,■,.I SLEET NUMBER 14 OF 17 & GO #2310 i O N U a O O o ) fd To .. o N C I•o3 'SOD ion ' � Y m C o u sa "ee a1 1 NOTES: I. ALL ACCESSIBLE STALL PAVEMENT MARKINGS SHALL BE 4" WIDE YELLOW STRIPES. Z ACCESSIBLE AISLE SHALL BE S' WIDE FOR VANS. 3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT EXCEED 2X SLOPE IN ANY DIRECTION. 4. A SIGN MUST MARK ACCESSIBLE PARKING. THE SYMBOL ON THE PAVEMENT IS NOT ADEQUATE FLORIDASEATING AL -5602-0 CONsTRucnom SPAT WOMON SEATDEPTHBN) HEGHTBN) SEAT He6HT RN) FRAME COLORS SEAT COLORS WEIGHT0.W STAGIABLE •1 41119101.-- • e e 1 e a• • . a•-�a.77 N Fa' N Powdw cornedal m mRame/Teak/ SpWw&t,Aba*andseat %25 ns 335 1I A$ Tek 13 Yes Categories: CbWd" OUWM FLORIDASEATI NG TA -PT TOPS - SQUARE D PATIO FURNITURE Nor To SCALE CONSTRUCTION Synl�teak/Numinum Edge TABLE TOP FINISHES Omr Syn'&Teak tietic Tem'' FRAME COLORS Bgxk SHAPE SMrare SIMON) 24%20.24X32, 32)e2, 32X48,® CN88W es: WWdoor. Outdoor Tops & Bases Exp( "C" Hei Total(ND i E 2 0 "D" Toper (Nom.) rsed ;ht M.) a 1 al • "/a"" a e a' a PROPOSED ADA STALL NOTES: 1. ALL ACCESSIBLE STALL PAVEMENT MARKINGS SHALL BE 4" WIDE YELLOW STRIPES. 2. ACCESSIBLE AISLE SHALL BE e' WIDE FOR VANS. 3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT EXCEED 2X SLOPE IN ANY DIRECTION. 4. A SIGN MUST MARK ACCESSIBLE PARKING. THE SYMBOL ON THE PAVEMENT IS NOT ADEQUATE. Alum, Boll, Gold Anodized, Dia. to Match Pole Butt Size Stationary Truck, Heavy Duty, Cast Alum., with 1 1/4" Dia. Pulley on 1/4" Pin. \Halyard. #10 (5/16" Dia.) Braided Rope, Polypropylene '\ ECX351H INTERNALWITH WINCH Two Snophooks, swivel, bronze, chrome plated \ Roller Sling with plastic coated Counterweight /Tapered Alum. Tube "G" Base Wall, Alloy 6063-T6 Satin Ground Finish A 35 ft. B 3.5ft. C 38S ft. D 13.9 in. E 6in. F 13.5 in. G 1.156 in. Flush Access Door with Cylinder lock and internal M winch with removable crank handle "E" Butt Diameter jj6" Spun Alum. Collar / (Caulk collar perimeter by Installer) ,,Grade Concrete (by Installer) ement or Waterproof compound (by Installer) Dry Sand (by Installer) Ground Sleeve Assembly 16 Go. Corrugated Galy. Steel Tube lighting Spike (3/4" dia., steel rod) 12--1-- CUSTOMER NAME Kum 8 Go DATE: - POLE SECTIONS. 2 ATE;POLESECTIONS:2 QUANTITY I FINISH Satin Finish _FLAG POLE DETAIL FOR USA FLAG NTS CURB 2'-4" O.C. YELLOW STRIPING, 45' CROSS HATCH INTEGRAL—COLORED rAPPEARANCE OF TEXTURED CONCRETE 1 3/8" JOINT `F STAMPED CONCRETE DETAIL NOT TO SME INTERGRAL—COLORED CONCRETE Ye r' • •• • 9- • :a \ �1 • e 1 40' (TYP) PROPOSED APPROACH @DRIVEWAY ENTRANCE — ROLLOVER NTS SIDEWALK BOLLARD—MQUNTED "d a ADA SIGN \ •� 44 d \, . A 4" WHITE NN BORDER SOLID BLUE BACKGROUND 4.5' 3" WHITE PAINT PROPOSED VAN a ACCESSIBLE STALL SYMBOL VAN , NOTES: I. ALL ACCESSIBLE STALL PAVEMENT MARKINGS SHALL BE 4' WIDE YELLOW STRIPES. 2. ACCESSIBLE AISLE SHALL BE 8' WIDE FOR VANS. 3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT EXCEED 2X SLOPE IN ANY DIRECTION. 4. A SIGN MUST MARK ACCESSIBLE PARKING. THE SYMBOL ON THE PAVEMENT IS NOT ADEQUATE. o ACCESSIBLE FRONT PARKING STALL u NOT TO SG1LE 1. INTEGRAL CONCRETE COLORING SYSTEM 2. APPLY COLOR C-34 (DARK GRAY) TO CONCRETE MIX 3, APPLY CLEAR LITHOTEXT LIQUID RELEASE AGENT PRIOR TO STAMPING CONCRETE PER SCOFIELD TECH—DATA BULLETIN 3611.06 STAMPING TOOL DESCRIPTION: 1. NEW BRICK RUNNING BOND PATTERN. STRAIGHT EDGES & SQUARE CORNERS. 2. BRICKS ARE 3-5/8" x 7-5/8 WITH APPEARANCE OF 3/8' WIDE JOINT 1/8" DEEP 3. STAMPING TOOL IS 16"x35.82" 4. ORDER NUMBER: 2010 CONTACT- SCOFIELD COMPANY 1-800-800-9900 WWW.SCOFIELD.COM EXTEND 1' BEYOND CURB RETURN R2' (UNLESS OTHERWISE NOTED ON PLANS) 45 DEGREE RUNNING BOND PATTERN R2' qb 1459 Grand Avenue Moines, Iowa 5031 P: 515-226-0128 0 Z CO 0 U o� W 06 N N W 0 �J 1.' `ate M. Q W W c 0 CJj O Y FW_--- CO a M 0 06 M M KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETTSIUPP FR 0 DATE 03112J20 15 OF 17 GO Hanger arms accommodate mostbpesofakes _: \�� HergwISADA (xi carte rakes srrrart panne - compow aerstommprefe etike mpakevbsAe lnckwes mat Cm-onlY Used Large surface area for Nod for smw4e bane sponsorsNp brandn or makaerwn� -w4ndhg signage Saewdrivms and Allen mkendr Use on svMRIwmILYldsfor easter use Toolsaresaw adwildbraided ataimessst arm cablm I loots lllcladed: f4WPSa Rat head scfewMrers 25.3.4.5. & Bram Aden wrmdms Headsetvaerrrll pedal h &%IM Move ba vaerches Add lour tlrmce W en Atr Kk bare Tire levers (2) pmrp (sod sepmaaM to keep Your gcrsw Ikes topped m and. readytoreBThe AkK feaon, orar"vr Metal Head'. astmdymst - 77;esePabMl ArerapoeprodeC6require LLalwanum pump head .0 P mia omogww mdntmwnre amimpkrbg of anasclvaclery veCmnaw aky. porta Borenwinservkwble. a KNISH OPT )NS Galvanized Stainless Powder Coal C4aw. N =� P www.dero.com 1 1-888-337-6729 0 M N CSA i T e• 2.6• 4' SIGNAGE SHOWN IN THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY. SIGNAGE SHALL BE APPROVED THROUGH THE BUILDING PERMIT PROCESS AND SHALL BE CONSISTENT WITH THE WHEAT RIDGE CODE OF LAWS AND THE DESIGN PATTERN BOOK FOR CLEAR CREEK CROSSING. 9'-00• e'A• 8'-101/2' B' 4=0 G►0 Fresh MARKET 12" LED DIGITS 2'- 6" x 8'-9" KUM & GO / GO FRESH MARKET - AREA: 21.87 SQ FT 2'-6" x 8'-101/2" GAS PRICE SIGN - AREA: 22.17 SQ FT TOTAL AREA: 44.04 SQ FT MATERIALS: • SEAT STRAPS: 114"X1 1/2" STEEL FLAT BAR • SEAT SUPPORTS: 1/4"X 1/2" STEEL FLAT BAR • PIPE SUPPORTS: 1.315" O.D. X 0.133" WALL SCHEDULE 40 STEEL PIPE • END UNITS: 1" X 1" SQUARE STEEL BAR • SURFACE MOUNT PLATES: 1 112"X 3 1/2" X 1/4" STEEL PLATE WITH 9/16"0 HOLES MOUNTED WITH FOUR (4), CUSTOMER SUPPLIED, 1/2.0 X 45" STAINLESS STEEL ANCHOR BOLTS SUGGESTED VENDOR: BRP ENTERPRISES, INC. P.O. BOX 80813 LINCON, NE 68501 1(800)438.5311 PHONE: (310) 3885311 FAX: (310) 3885311 FAX: (888) 4385312 www.BRPonhne.com EMAIL: specify@BRPonline.com 731/2" 1 0911 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com4,tto REFERENCE NUMBER 353-020. 4. COLOR: RAVEN (BLACK) MANCHESTER BACKED BENCHES MC101-72 JA4' DErAfL W heatR ridge S -G07 BACKED BENCH CODE DEPARTMENT OF PUBLIC WORKS BENCH S J ENGINEERING DIVISION arnBovsoer: en eswm•anre roans %,.BENCH DETAIL NTS }-- 2'-10- I 2'-10• --t Bsae3/4'-,'.g � 6a�13s9BaAlbs L 1459 Gland Avenue Is Moines, Iowa 5031 P:515-226-0128 0 Z O U o UjLU M W O J U = ce) Q E < Q G.7 in U�`1 SIC pa 1W— 55 Q M C� z p Q KGPRO,ECTTEAM: ROM: ROBERT FEW SpA: DAN GARNM CPM: BRED STU1P N �, DATE: 03/12120 SMNUOR: 16 OF 17 1C O E SIC z p Q rc w lY N �, DATE: 03/12120 SMNUOR: 16 OF 17 1C Front 7 00OLMI 8=0" Front Elevation NTS .0 3' 6' 12' 18" Side of Sculpturew be painted Matte Black 8' O' Front Elevation NTS 0 3' Perspective Not To Scale 8'-0" Front Elevation NTS 0 3• 6• 12' Front Elevation NTS 0 3' 6' 12' 1459 Grand Avenue Des Moines, Iowa 50309 P:515-226-0128 M CO CO C.) W cc$ 'T W w o C) w w w¢ o V 0 Y H M N 0 Y KG PROJECT TEAM: ROM: ROBERT PIEBIG SDA: DAN GARNEAu CPM: BRETTSTUPP R U W ° 0 55 i L11 w a DATE: 03 0120 SNEETNUMBER: 17 OF 17 KUM & GO #2310 r s � s � C yytt pN .�• p M � � W OC W � p 0 J 0 O 3 1459 Grand Avenue Des Moines, Iowa 50309 P:515-226-0128 M CO CO C.) W cc$ 'T W w o C) w w w¢ o V 0 Y H M N 0 Y KG PROJECT TEAM: ROM: ROBERT PIEBIG SDA: DAN GARNEAu CPM: BRETTSTUPP R U W ° 0 55 i L11 w a DATE: 03 0120 SNEETNUMBER: 17 OF 17 KUM & GO #2310 RecorO Jn Fe eS K4.G► P Dev, ly Sree rte+ Coy of What Ridge 03/01/2020 1306 CHIP, ZI.i E?.'+. Ni3 It }.'}Lf l..l,_'ilVEES FEES, Reception numbers: Plat 5 pages reception # 2020052045 Development Agr 22 pages reception # 2020025046 Specific development plan 17 pages reception # 2020052047 Easement Agr 10 pages reception # 2020052048 I�GGe�•�'�rn.� �, -'•. _ ;, wh--.i;• Ridge City H/05/2020 1107 r'? - BBI DONIINK-Ji FEES, C002288'.7 r AMEN.... PAYMENT •:s.+r}.,yy iii' r -.r•- VED AMNNT P r: reX, 17 3. 001 Ti7Tei 173.00 AMEN"!* CDBU22871 rM,;:;! L1F?•?l.''?15 ii•:r:: C:..LN?l fE.1._.,. PEE .... '- AMON PAYMENT RECEIVE)) i.VE)) AU t H ;;1,311{- i.f 9Ot?62 0 TOTAIL Reception numbers: Plat 5 pages reception # 2020052045 Development Agr 22 pages reception # 2020025046 Specific development plan 17 pages reception # 2020052047 Easement Agr 10 pages reception # 2020052048 I�GGe�•�'�rn.� �, -'•. _ ;, wh--.i;• Ridge City H/05/2020 1107 r'? - BBI DONIINK-Ji FEES, C002288'.7 r AMEN.... PAYMENT •:s.+r}.,yy iii' r -.r•- VED AMNNT P r: reX, 17 3. 001 Ti7Tei 173.00 ♦��4_ Wheat R, d� e I ( OMMUNITY DEVELOPMENT " Memorandum TO: Case files for WZ-19-02 and MS -19-06 FROM: Scott Cutler, Senior Planner DATE: March 30, 2022 SUBJECT: Processing of Case Nos. WZ-19-02 and MS -19-06 The following cases were processed concurrently for the property at 3432 Clear Creek Drive: • WZ-19-02, a Specific Development Plan for a gas station and convenience store • MS -19-06, an administrative plat to create 2 lots and 1 tract WZ-19-02 was approved by the Planning Commission on April 16, 2020. MS -19-06 was approved by the Community Development Director on April 30, 2020. All relevant files for the above cases may be found in the WZ-19-02 case file. 1. 2. 3. 4. ♦k441 r,0oo0Wheat -Midge PLANNING COMMISSION Minutes of Meeting April 16, 2020 CALL THE MEETING TO ORDER The meeting was called to order by Chair OHM at 7:00 p.m. in a Virtual meeting. ROLL CALL OF MEMBERS Commission Members Present: Commission Members Absent: Staff Members Present: PLEDGE OF ALLEGIANCE Melissa Antol Kristine Disney Will Kerns Daniel Larson Janet Leo Scott Ohm Richard Peterson Jahi Simbai None Lauren Mikulak, Planning Manager Scott Cutler, Planner II Jordan Jefferies, Civil Engineer II Tammy Odean, Recording Secretary APPROVE ORDER OF THE AGENDA It was moved by Commissioner SIMBAI and seconded by Commissioner LEO to approve the order of the agenda. Motion carried 8-0. 5. APPROVAL OF MINUTES — February 20, 2020 It was moved by Commissioner ANTOL and seconded by Commissioner LEO to approve the minutes of February 20, 2020, as written. Motion carried 7-0-1 with Commissioner DISNEY abstaining. Planning Commission Minutes April 16, 2020 -1— 6. PUBLIC FORUM (This is the time for any person to speak on any subject not appearing on the agenda.) Zoriana Morozewch, resident 3651 Ward Road, Wheat Ridge Odarka Figlus 10580 West 301 Avenue, Wheat Ridge Both Ms. Morozewch and Ms. Figlus do not feel Public Hearings should be held virtually. They are frustrated and feel it is not representative of democracy. They also mentioned that the public postings are not done correctly for virtual meetings. Tara La Venture, resident 10580 West 34th Avenue, Golden Ms. La Venture is not happy with the lack of dust control and the mounds of dirt at Clear Creek Crossing. She believes it is not healthy for the public. She also believes not enough residents received the public notice for this meeting. 7. PUBLIC HEARING A. Case No. WZ-19-02: an application filed by Kum & Go for approval of a Specific Dev elopement Plan for a gas station/convenience store for the property zoned Planned Mixed Use Development (PMUD) located at 3432 Clear Creek Drive. Mr. Cutler gave a short presentation regarding the Specific Development Plan and the application. He entered into the record the contents of the case file, packet materials, the zoning ordinance, and the contents of the digital presentation. He stated the public notice and posting requirements have been met, therefore the Planning Commission has jurisdiction to hear this case. Christine McRight with Evergreen Development Company gave a brief presentation updating the Commission and public on the construction at Clear Creek Crossing. In addition, Robert Fiebig and Dan Garneau gave a brief presentation regarding the Kum & Go site plan. Commissioner SIMBAI referenced the staff report and asked about the minor corrections required by the Engineering Division that need to be updated. Mr. Jefferies explained that the minor corrections are only clean up items like flattening the bike area and a sign correction. Mr. Cutler added that the Plat is approvable. Commissioner Larson asked for clarification with regards to criteria 2 and 4 in the staff report which both address the SDP relationship to the ODP. Planning Commission Minutes -2— April 2— April 16, 2020 Mr. Cutler explained that criterion 94 is confirming the SDP is consistent with the development guidelines established in the Outline Development Plan, which includes, but is not limited to landscape coverage, setbacks, parking, etc. Criterion 42 is a broad based statement confirming the SDP is consistent with the overarching design and intent statements of the ODP. Commissioner PETERSON asked if Clear Creek Crossing is the owner and Kum & Go is the leasee. Ms. McRight explained the Kum & Go is under contract to purchase the site and will be the owners after closing. Commissioner PETERSON also wanted to know how this area will be connected to the bicycle trail down by Clear Creek. Mr. Cutler and Mr. Jefferies confirmed there will be 4 -foot bike lanes on Clear Creek Drive that will be enhanced with green striping. They added the bike lanes will be constructed in May and June. Commissioner PETERSON also asked staff to explain the lighting and photometric plan; he wanted assurance that the canopy lights will not be excessive. Mr. Cutler explained that staff analyses the light levels and spillage and has confirmed there is no up lighting and the range of light spillage is acceptable. Commissioner OHM inquired about the landscaping and if the areas outside the lot line to the NW and NE are included in the 20% minimum. Mr. Cutler responded it those areas are not included in meeting the 20% coverage minimum and explained that SDP boundaries can go outside of property lines. Commissioner OHM also asked if the Tesla Charging spaces will affect the required parking spaces. Mr. Cutler said it will not affect the required parking spaces because there are more parking spaces than required. Commissioner OHM then asked why the public art that is being placed on the SW side of the building instead of having a tree in that location. Mr. Cutler clarified that the site has more trees than are required. Mr. Garneau explained the sculpture is usually placed outside the store and customers usually like to take selfies with it. Planning Commission Minutes -3— April 3— April 16, 2020 Commissioner OHM wanted to know if Xcel is aware that the trash enclosure will be over the 10 -foot utility easement. Mr. Cutler explained that Xcel has was referred the SDP application and did not make a comment on the location of the enclosure. Commissioner LARSON inquired if the monument sign will be the only sign for this property. Mr. Cutler confirmed it will be the only freestanding sign for this property. Commissioner Larson also asked if there will be a traffic signal at the end of the hook ramps coming off I-70. Mr. Jefferies confirmed there will be a traffic signal and will be operational soon. In response to a question regarding the service road going through the property, Mr. Cutler said the drive will terminate at the property and will not go any further north. Mr. Jefferies added the service road will be used by exiting trucks. Commissioner LARSON asked where the refill connectors for fuel are located. Mr. Garneau explained the trucks will pull up next to the curb on the west side of the site on the opposite side of the pump and the fuel drops are on the high side of the curb so no cars will drive over them. Commissioner LARSON also inquired about water runoff and where it goes. Mr. Jefferies said it drains to regional water quality pond north of PA 1 & 2 and there is no additional requirement for containment of runoff from the fueling station. Commissioner OHM observed that the tree canopy diameters did not appear to be drawn to scale in the landscaping plan and asked why buffalo grass was being planted in the shade. The landscape designer was not a participant in the hearing. Mr. Fiebig said he is not sure why the trees weren't drawn to scale, but will look into it. The applicant's civil engineer, Mr. Jesse, said the buffalo grasses are used all over the State of Colorado and should do well. Commissioner Kerns inquired about how the underground fueling tanks are buried. Mr. Fiebig explained that the tanks are double reinforced fiberglass and there are detection systems to any leaks which does not happen often but there are automatic shutoffs as well. Underground tanks are regulated by state and federal agencies. Planning Commission Minutes -4— April 4— April 16, 2020 Tara La Venture, resident 13167 W 3311 Avenue, Golden Ms. La Venture had concerns about public hearing notice and questions regarding the elevation of the gas station, current guidelines of emissions, how often gas is delivered, track routes, and intensity of lighting. She expressed a preference for the convenience store to be on the west side of the site and requested a brick sound wall at her property. She also said she would like to see things done about homeless people. Zoriana Morozewych, resident 3651 Ward Road Ms. Morozewych had concerns about 2 gas stations being close to each other and wants to know the environmental impact. She also wanted to know how the light pollution is going to be mitigated. She also had concerns about the virtual process for these meetings. Odarka Figlus, resident 10580 West 34th Avenue Ms. Figlus still does not like the virtual format for public meetings and said she couldn't see the slides. Chair OHM asked staff to respond to the public comment: Mr. Jefferies explained the truck route is to the east of the site, is kept away from the residential area, and is a way for a truck to navigate safely through a site. Mr. Fiebig said the elevation will be lower than the La Quinta Inn which is adjacent to the south and higher in elevation. Mr. Fiebig said Kum & Go meets all emission requirements and there is a vapor recovery system when fuel is off-loaded from the truck to the tank. Mr. Garneau explained the orientation of the pumps and the convenience store is for efficiency of getting traffic through safely. Ms. Mikulak added the zoning does not require the building to be closer to the street in recognition that this area next to the interstate hook ramp is auto oriented. Mr. Jefferies explained that if there is a storm event the underground tanks are regulated by the State. Ms. Mikulak said there are water quality features around the entire site. Mr. Garneau confirmed that every specification for light spillage has been met and the LED lights are directional and will point down. Planning Commission Minutes -5— April 5— April 16, 2020 Ms. Mikulak explained to the Commission that there is currently a brick noise wall on the west side of the Youngfield service road and there is no requirement for another one to be built. She also confirmed there are 4 methods for posting of public hearings and all posting requirements were met between signs posted on private property, mailing of 300 -ft radius, newspaper and website publications. Ms. Mikulak added there are multiple ways to view the agenda and staff report and presentation including Wheat Ridge Speaks and the website. Ms. Mikulak also noted that pan handling is protected by the First Amendment so the City is limited in what they can do, but the Police Department is aware of the issue. Regarding concerns of dust control, Ms. Mikulak said she will bring to the attention of the Storm Water Manager. It was moved by Commissioner LEO and seconded by Commissioner PETERSON to APPROVE Case no. WZ-19-02, a request for approval of a Specific Development Plan for the construction of a gas station and convenience store on property located at 3432 Clear Creek Drive within Planning Area 4 of Clear Creek Crossing, for the following reasons: 1. The specific development plan is consistent with the purpose of a planned development, as stated in Section 26-301 of the Code of Laws. 2. The specific development plan is consistent with the intent and purpose of the outline development plan. 3. The proposed uses are consistent with those approved by the outline development plan. 4. All responding agencies have indicated they can serve the property with improvements installed at the developer's expense. 5. The specific development plan is in substantial compliance with the applicable standards set forth in the outline development plan and with the City's adopted design manuals. Motion approved 8-0. Commissioner OHM thanked all for participating and believes it is imperative to proceed with the public hearings virtually albeit a new process for everyone involved. 8. OLD BUSINESS 9. NEW BUSINESS Planning Commission Minutes -6— April 6— April 16, 2020 Ms. Mikulak welcomed the Commission's newest member Kristine Disney. She mentioned that per the bylaws a new Chair and Vice Chair are usually selected at the first meeting following Council appointments in March. Due to virtual meetings being new and Chair and Vice Chair needing to be selected by secret ballot, staff is recommending a motion to suspend the Commission's Bylaws and retain the current Chair and Vice Chair. The City Attorney agreed this would be an appropriate action to take. It was moved by Commissioner DISNEY and seconded by Commissioner ANTOL to retain the current Chair and Vice Chair until the Commission meets in person. Motion passed 8-0. 10. ADJOURNMENT It was moved by Commissioner ANTOL and seconded by Commissioner DISNEY to adjourn the meeting at 8:45 p.m. Motion carried 8-0. Planning Commission Minutes April 16, 2020 Tammy Ode ecording Secretary -7— WZ-19-02 Kum & Go SDP 3432 Clear Creek Drive Approval of a Specific Development Plan Planning Commission April 16, 2020 Aerial — 3432 Clear Creek Drive 3 A1 %i 04 3 A1 Request/Purpose Proposed Conditions — Approximately 5,700 square foot Kum & Go store and 6,000 sf gas canopy — Landscaped buffer area between gas pumps and street — Two points of access — Connections to undeveloped lot to north — Plaza containing bike repair station and seating — Outdoor seating area for store customers — Parking surrounds building on 3 sides 1fi 11 YU' O 6 7 36 57.4' a�s 40 R1P) 10 73.W \ 3`.`O.'•`. `.`.`. `. 5 U � 38 6 35, Cr55 ACCESS \ 6.2 3 1 _r lAa¢1.IENI`\(BY PAT) 3 8'Y1 PLAT) t2 . 10 FFF uu]a ^ 21\ \`29.00'I w i® yT ,f. 0 1 Y St . _ ' o 30, i E RE 34 -WI-EMENT G v a' 27 4 H (-�1 SEPARATE jd)t 14 39 I I lA I I` 19 RQO R 26 5' . 28 OYr } 2 2 3 N 4 35' 11 15 45 R=3.00' s I p G 2 13 12 URC CMWC FASFMFNT CRAMP[ 13 SCPARATC OOCUMC 31I 5 43 37 9 ® 300' 25 5' REC. �t 1 24' ACCESS FA' l7� m O X00' /s. 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(9Y P�1T) m a 16 R-10,0 f -13.00 1329 _ ___i--- -- - � -- ------------- �_' 46 ua m 26 5 46 bN o� 14 01'PI \ 34 I m 7 m n � z =_ 35 R-25.-----4-_�_--- - ------____�_ _�-_______________ 'K_• . _ ----------------------------^ 35 12 I�INI1 did 13 /I!`C- I 49 1 RLOCN 3, LOi 1, KUMd GO AT L CREEK CROSSING ING Canopy R M R v 11_ J rp •,,� �:„_ 1fi 11 YU' O 6 7 36 57.4' a�s 40 R1P) 10 73.W \ 3`.`O.'•`. `.`.`. `. 5 U � 38 6 35, Cr55 ACCESS \ 6.2 3 1 _r lAa¢1.IENI`\(BY PAT) 3 8'Y1 PLAT) t2 . 10 FFF uu]a ^ 21\ \`29.00'I w i® yT ,f. 0 1 Y St . _ ' o 30, i E RE 34 -WI-EMENT G v a' 27 4 H (-�1 SEPARATE jd)t 14 39 I I lA I I` 19 RQO R 26 5' . 28 OYr } 2 2 3 N 4 35' 11 15 45 R=3.00' s I p G 2 13 12 URC CMWC FASFMFNT CRAMP[ 13 SCPARATC OOCUMC 31I 5 43 37 9 ® 300' 25 5' REC. �t 1 24' ACCESS FA' l7� m O X00' /s. (9Y P�1T) m a 16 R-10,0 f -13.00 1329 _ ___i--- -- - � -- ------------- �_' 46 ua m 26 5 46 bN o� 14 01'PI \ 34 I m 7 m n � z =_ 35 R-25.-----4-_�_--- - ------____�_ _�-_______________ 'K_• . _ ----------------------------^ 35 12 I�INI1 did 13 /I!`C- I 49 1 RLOCN 3, LOi 1, KUMd GO AT L CREEK CROSSING ING Canopy R M 1fi 11 YU' O 6 7 36 57.4' a�s 40 R1P) 10 73.W \ 3`.`O.'•`. `.`.`. `. 5 U � 38 6 35, Cr55 ACCESS \ 6.2 3 1 _r lAa¢1.IENI`\(BY PAT) 3 8'Y1 PLAT) t2 . 10 FFF uu]a ^ 21\ \`29.00'I w i® yT ,f. 0 1 Y St . _ ' o 30, i E RE 34 -WI-EMENT G v a' 27 4 H (-�1 SEPARATE jd)t 14 39 I I lA I I` 19 RQO R 26 5' . 28 OYr } 2 2 3 N 4 35' 11 15 45 R=3.00' s I p G 2 13 12 URC CMWC FASFMFNT CRAMP[ 13 SCPARATC OOCUMC 31I 5 43 37 9 ® 300' 25 5' REC. �t 1 24' ACCESS FA' l7� m O X00' /s. (9Y P�1T) m a 16 R-10,0 f -13.00 1329 _ ___i--- -- - � -- ------------- �_' 46 ua m 26 5 46 bN o� 14 01'PI \ 34 I m 7 m n � z =_ 35 R-25.-----4-_�_--- - ------____�_ _�-_______________ 'K_• . _ ----------------------------^ 35 12 I�INI1 did 13 /I!`C- I SDP Landscape Plan N Vertical Board and Bai Siding Line of Oil -Rubbed Preh rushed Al ani 5'-0"x10'-0" 18"x1�T Neritha Fiber Painted Flbet- S -0'x9'-0' Standing Seam by lames HaNie, paintedm RTU Bronze Powder Panel with Coping Signage Cement Panel- glass Cornirem Signage Metal Rai match SW "Repose Gray" Beyond Coaled Smref�nt Cobr'Tor Red" Yertice l Boa r3 and Batten Siding Vintage Wood Cedar match SW"Urbane match Benidge Smne VeneersShadow TYP T.O.S. by James Hardie pa luted to Bronze". REF "Dark Bronze 21'-0" Slorse-Steel Grey by 27 match SW"D. ran Gray" Cci i Norhlle" Amisrak 19'-0" West Elevation NTs 9,■■■�I'll, y ■■ ■■■mmmi I - ��s I' l5 11111111111 ,0.-2. 20.-5. Y Black Mastic Bollard Covet TYP West Elevation NTS 0 3' 6 12' 30' Process ODP and Design Pattern Book approved in 2018 Referral — No remaining concerns from outside agencies — Engineering and Planning have found the SDP to be approvable — Civil documents and plat nearing approval 15 -day Public Hearing noticing for Planning Commission Wheat Ridge Speaks Staff Conclusions -SDP Staff finds: — The SDP is consistent with the ODP and is in compliance with all standards set forth in the ODP, CCC Design Pattern Book, and City Code — The SDP is consistent with the purpose of a planned development — All agencies can serve the property Therefore, Staff recommends APPROVAL of the specific development plan, Case No. WZ-19-02. `f A41 TO: CASE MANAGER: CASE NO. & NAME: ACTION REQUESTED: Wh6atRiLd e g CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT Planning Commission MEETING DATE: April 16, 2020 Scott Cutler WZ-19-02 / Kum & Go at Clear Creek Crossing Approval of a Specific Development Plan (SDP) for the construction of a gas station and convenience store LOCATION OF REQUEST: 3432 Clear Creek Drive (Planning Area 4 South of Clear Creek Crossing) APPLICANT (S): Kum & Go OWNER (S): Evergreen -Clear Creek Crossing, LLC APPROXIMATE AREA: 68,662 square feet (1.5763 acres) PRESENT ZONING: Planned Mixed Use Development (PMUD) COMPREHENSIVE PLAN: Mixed Use Commercial ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) COMPREHENSIVE PLAN (X) ZONING ORDINANCE (X) DIGITAL PRESENTATION Location Map Planning Commission Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. I. REQUEST Case No. WZ-19-02 is an application for approval of a Specific Development Plan (SDP) for the purpose of developing a Kum & Go gas station and convenience store/market. The subject site is located at the far south end of the Clear Creek Crossing planned development, known as Planning Area 4 South (PA 4 South) of Clear Creek Crossing, on the east side of Clear Creek Drive. Interstate 70 borders the site to the east. An administrative subdivision plat focused on establishing appropriate easements and lot lines has also been submitted concurrently with the SDP, and is currently under review as Case No. MS -19-06. This request for SDP approval is the second step in a two-part approval process pertaining to planned developments. The first step occurred in 2018 when Planning Commission and City Council approved the Clear Creek Crossing Planned Mixed Use Outline Development Plan (ODP) which established zoning (Case No. WZ-16-07). The zone change also included approval of a Vision Book that establishes the intended design and architectural themes and materials, as well as a Design Pattern Book that includes the more substantive development regulations. The second step is approval of the subject Specific Development Plan (SDP), which focuses on specific details of a development such as site design, architecture, landscaping, and drainage design. Section 26-302 of the Municipal Code allows for concurrent or sequential applications for the ODP and SDP. This is the second of numerous SDP applications to be heard before the Planning Commission for the different phases or "Planning Areas" as the mixed use project at Clear Creek Crossing is developed. SDPs must be found to be compliant with the ODP and supporting documents in order to be approved. Each SDP application must be heard at a public hearing before the Planning Commission, who is the final deciding body for SDP approval. Architectural Control Committee An Architectural Control Committee (ACC) was established specifically for this the Clear Creek Crossing development to ensure compliance with the Design Pattern Book, third -party review, consistency across the project, and to conduct schematic design review prior to the City's planning review. The ACC is comprised of 6 members: 3 appointed by mutual agreement between the Developer and the City of Wheat Ridge Community Development Director, 2 seats held by the Developer, and 1 seat held by a City of Wheat Ridge Planning Division staff member. The ACC has fulfilled the requirement to review this SDP two times: first, prior to the City's pre - application meeting and second, as part of the City's referral process. The ACC has provided written approval of the subject SDP as their referral response, provided in Exhibit 5. Planning Commission Review As previously noted, the Planning Commission is the final authority for approval of a SDP. The intent of the public hearing is to allow a publicly appointed body and the public at large to verify staff s conclusion that the project meets the intent and standards of the underlying zoning. The plan Planning Commission Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing sheets and exhibits relevant to this purpose are included. Construction details, such as utility and grading plans, are not included for review by Planning Commission and are under review by the Engineering Division. II. PROPERTY HISTORY Property History & Development Status Rezoning to a planned development in the City of Wheat Ridge involves a two-step process, and for the subject property, the 2018 approval of the ODP and DPB comprised the first step. These two regulatory documents establish the allowed uses and development standards for the property and establish access configurations for vehicles, pedestrians, and bicycles. While rare in Wheat Ridge, a design pattern book is common for developments of this size, for which formatting flexibility including photos and graphics are necessary to explain substantive development standards. Links to the ODP, DPB, and Vision Book documents can be found at the following link: httys://www.ci.wheatridge.co.us/1559/Clear-Creek-Crossing The second step for development in a PMUD requires approval of Specific Development Plans (SDPs) for each building, lot, or phase. In September 2019, the Commission approved the SDP for the multifamily component of the property at the north end of the site. Three other SDPs are at various stages of staff review and are expected to advance to public hearings in 2020. In terms of infrastructure, Denver Water completed their construction of a new 80 -inch water line in 2019, and one of the hook ramps is nearly ready to be opened. The developer is also actively constructing Clear Creek Drive and W. 401h Avenue the two primary public streets within the development. Surrounding Land Uses and Zoning The 70 West Business Center Planned Commercial Development (PCD) is located to the south of the site, with La Quinta Inn directly bordering the site. To the immediate north is another development site within PA 4 South, which is currently vacant; no applications have been received for this site at this time. To the east is Interstate 70, which is elevated above the site. Across Clear Creek Drive to the west is Planning Area 5, part of the Harvest District and is intended for commercial development but is currently vacant. JExhibit 2, Zoning ME and Exhibit 3, Design Porn Book Excerpts). III. SPECIFIC DEVELOPMENT PLAN The site is located in Planning Area 4 South (PA 4 South) which is also called the Vineyard District denoting this area as a commercial subdistrict in the development. Given its proximity to new interstate on/offramps, permitted uses in this area are auto- and highway -oriented, and motor fueling stations are a permitted use in the ODP. Key components of the site design are described below. The site data table on the cover sheet confirms the SDP complies with the development standards provided by the ODP (Exhibit 4, Specific Development Plan). Site Design & Internal Circulation An approximately 5,700 square foot building containing a convenience store and fresh food market is proposed on the eastern half of the site, with an approximately 6,000 square foot gas pump canopy located on the western half of the site closer to Clear Creek Drive. The market building is one story Planning Commission 3 Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing with a main entrance on the west side of the building and an alternate entrance on the south side of the building, next to a small enclosed seating area. The site can be accessed from two vehicular entrance points, which connect through the site to form an east -west drive aisle. The main entrance is located at the southwest corner of the site at Clear Creek Drive. It is sized to accommodate turning movements and truck traffic. A secondary entrance is located in the southeast corner of the site, connecting to Youngfield Service Road, which curves southbound into the 70 West Business Center PCD before intersecting with Clear Creek Drive further south near W. 32°d Avenue. Two curb cuts for access drives will be constructed, allowing access to the northern lot in PA 4 South which does not currently have plans under review. Cross -access easements on all drives are being provided as part of the plat to ensure legal access to the northern portion of the planning area which does not have direct access to a public street. The east -west drive aisle will also be used by CDOT as a snowplow route which is a requirement of a previously executed agreement between the City and CDOT. The plat contains such easement language as approved by the City, the developer, and CDOT. It is sized appropriately to accommodate snowplows in winter months. The site can also be accessed via a sidewalk that connects to the public sidewalk on Clear Creek Drive. Ramps and crosswalks are provided, allowing for accessible access through the site, to the lot to the north, and to Youngfield Service Road. A small paved area is also provided just north of the main entrance drive, containing a bike repair station and bike rack, allowing easy access from the bike lanes on Clear Creek Drive into the site. Parking There are 26 vehicle parking spaces provided on site, surrounding the building on the east, south, and west sides. Additionally, the SDP includes 10 bicycle spaces and a bike repair station. The amount of parking provided complies with the Design Pattern Book for the use and size of the building. Building Orientation The Design Pattern Book sets forth setback and building orientation requirements specific to each development district within Clear Creek Crossing. For PA 4 within the Vineyard District, there are no build -to requirements as the uses are anticipated to be more highway -oriented. Setback requirements are imposed by the DPB and the Kum & Go SDP complies with those standards. The store building is located behind the gas canopy with the front entrance facing Clear Creek Drive. Architecture The architectural style is driven by the Clear Creek Crossing Design Pattern Book and Vision Book which call for a modern agrarian aesthetic that blends traditional agrarian forms and materials with a modern feel. It also requires strong attention to be paid to the pedestrian realm. The applicant has evolved the building design based on feedback from staff and the ACC over the past six months. The final design includes, stone veneer and board and batten siding on much of the exterior of the building, with some additional fiber cement panels styled as cedar planks on the upper portion of the building. The rear service entrance of the building also contains these elements, resulting in four- sided architecture. The primary entrances are emphasized with pitched roof overhangs and transparent doors and adjacent full -height windows. The gas canopy columns also utilize the stone veneer along their full height, complementing the building's wainscoting. The trash enclosure also utilizes these elements. Planning Commission Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing Landscaping, Open Space, andAmenities The project exceeds the minimum requirements for 20% of the gross lot size to be landscaped by utilizing parking lot landscaping islands, primary and secondary frontages for trees, shrubs, ornamental grasses and perennials. The retaining wall along the south side of the site was already constructed as part of the master developer's infrastructure obligations, and it will have shrubs and small trees along its entire length. As mentioned previously, a bike repair and seating area is incorporated at the south entrance. The site boundary does not include the I-70 right-of-way embankment to the east which will include native seed; that area is not the responsibility of Kum & Go to maintain and instead falls under the purvey of the existing Longs Peak Metro District which maintains common elements throughout Clear Creek Crossing. Grading, Utilities, and Drainage This SDP complies with all grading, drainage, and traffic plans. Sanitary sewer and water service will be provided by Applewood Sanitation District and Consolidated Mutual Water Company, respectively. All internal site utilities will be privately owned and maintained by the Longs Peak Metro District, and will be placed in utility easements. The utilities are generally located beneath the drive aisles. IV. SDP CRITERIA Staff has provided an analysis of the zone change criteria outlined in Section 26-305.D. The Planning Commission shall base its recommendation in consideration of the extent to which the following criteria have been met: 1. The proposed specific development plan is consistent with the purpose of a planned development as stated in section 26-301 of this article. The purpose of utilizing planned development zoning is to provide flexibility while accommodating well-designed, innovative developments that demonstrate efficient use of land and may not be feasible under a standard zone district. The SDP achieves these goals and proposes a high quality building product in close proximity to the interstate, residential, and commercial facilities, supporting the mixed-use vision for the area. The site and building were designed to reinforce the character of Clear Creek Crossing as established in the Design Pattern Book. Staff concludes this criterion has been met. 2. The proposed specific development plan is consistent with the design intent or purpose of the approved outline development plan. The SDP is consistent with the intent and character statements of the outline development plan. The site incorporates quality landscaping, gathering areas and plazas, and follows architectural guidelines to fit the modern agrarian theme of Clear Creek Crossing. Staff concludes this criterion has been met. 3. The proposed uses indicated in the specific development plan are consistent with the uses approved by the outline development plan. Planning Commission Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing The SDP is consistent with the use standards of the outline development plan. The ODP for Clear Creek Crossing lists motor fueling stations as a permitted use in Planning Area 4 or the Vineyard District which includes the subject site. Staff concludes this criterion has been met. 4. The site is appropriately designed and is consistent with the development guidelines established in the outline development plan. The site and buildings were designed to adhere with development standards for the Vineyard District. This includes the setback requirements for PA 4, landscaping coverage, vehicle and bicycle parking, and gathering space. It will allow for the seamless development of the lot north of this site that relies fully on access through this site. Staff concludes this criterion has been met. 5. Adequate infrastructure/facilities are available to serve the subject property, or the applicant will upgrade and provide such where they do not exist or are under capacity. All responding agencies have indicated they can serve the property with improvements installed at the developers' expense. All required infrastructure and services are provided for within this SDP. Staff concludes this criterion has been met. 6. The proposed specific development plan is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual, Streetscape Design Manual, and other applicable design standards. As described above, the SDP is in compliance with the Clear Creek Crossing Design Pattern Book, which addresses architectural, site, and streetscape design. Staff concludes this criterion has been met. Staff concludes that the criteria used to evaluate the SDP support the request. V. AGENCY REFERRAL All affected service agencies were contacted for comment on the SDP and subdivision, specifically regarding the ability to serve the property. Referral responses follow: Wheat Ridge Engineering Division: The SDP is approvable. Minor corrections remain on the construction documents and will be approved prior to issuance of building permit. Wheat Ridge Building Division: No comments provided. Coordination will continue through development. West Metro Fire District: Can serve. Coordination will continue through development. Planning Commission Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing Xcel Energy: Can serve. Utility coordination is ongoing. Century Link: Can serve. Utility coordination is ongoing. Comcast Cable: No comments provided. Utility coordination is ongoing. Consolidated Mutual Water District: Can serve. Utility coordination is ongoing. Applewood Sanitation District: Can serve. Utility coordination is ongoing. Denver Water: No objections. Colorado Department of Transportation: No objections. CDOT has approved the snowplow access route in accordance with the IGA. Clear Creek Crossing Architectural Control Committee (ACC): The ACC has reviewed and provided a recommendation of approval of the SDP. VI. STAFF CONCLUSIONS AND RECOMMENDATION Staff has concluded that the proposed SDP is consistent with the planned development regulations, with the goals and policies of the City's guiding documents, and with the proposed ODP and supporting documents. Because the review criteria support the SDP, Staff recommends approval of the Specific Development Plan. As noted above, the Planning Commission is compelled to review the application against the SDP criteria for review. The intent of the Planning Commission's review is to allow a publicly appointed body and the public at large to verify staffs conclusion that the project meets the intent and standards of the underlying zoning. VII. SUGGESTED MOTIONS — SPECIFIC DEVELOPMENT PLAN Option A: "I move to APPROVE Case No. WZ-19-02, a request for approval of a Specific Development Plan Approval for the construction of a gas station and convenience store on property located at 3432 Clear Creek Drive within Planning Area 4 of Clear Creek Crossing, for the following reasons: 1. The specific development plan is consistent with the purpose of a planned development, as stated in Section 26-301 of the Code of Laws. 2. The specific development plan is consistent with the intent and purpose of the outline development plan. 3. The proposed uses are consistent with those approved by the outline development plan. 4. All responding agencies have indicated they can serve the property with improvements installed at the developer's expense. 5. The specific development plan is in substantial compliance with the applicable standards set forth in the outline development plan and with the City's adopted design manuals. Planning Commission Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing Option B: "I move to DENY Case No. WZ-19-02, a request for approval of a Specific Development Plan Approval for the construction of a gas station on property located at 3432 Clear Creek Drive within Planning Area 4 of Clear Creek Crossing, for the following reasons: 1. 2. ... Planning Commission Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing EXHIBIT 1: AERIAL Kum & Go SDP site is outlined in red. North is to the top. Planning Commission Case No. WZ-19-02 / Kum & Go at Clear Creek Crossing EXHIBIT 2: ZONING MAP Kum & Go SDP site is outlined in red. North is to the top. The PMUD zoning applies to all of the Clear Creek Crossing development site. Planning Commission 10 Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing EXHIBIT 3: DESIGN PATTERN BOOK EXCERPTS Planning Area 4 Standards DEVELOPMENT Planning Commission 11 Case No. WZ19 02 / Kum &Co at Clear Creek Crossing Na PIANNINO Ivs D ioixcoaex*AMMIRACXII FRONT i. o <w.smF�.s Rua Nm sRrnl: NYSIMUEILDT�Rk(a a% SUNNI MADIMERARINGxECxT NI sxRFRE MRSRII JRRKING RRAx�RKINGRFASFCIRIAlum SEI ¢91�WRxIxGAVO�AfE�W0 ofoxvc I SSMC•, Rxr NO USE rxnx a areas ax) aS1 or 01 RIIFER T08I 74 mal Planning Commission 11 Case No. WZ19 02 / Kum &Co at Clear Creek Crossing EXHIBIT 4: SPECIFIC DEVELOPMENT PLAN See attached 11x17 document. Planning Commission 12 Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing WHERE MEANS MORE! VICINITY MAP 1" = 500' PROJECT TEAM: LEGAL DESCRIPTION: BLOCK 3, LOT 1, KUM & GO AT CLEAR CREEK CROSSING CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CONTAINING 68,662 SQUARE FEET (1.5763 ACRES) BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CITY OF WHEAT RIDGE BEARINGS OF N0100114611W ALONG THE EASTERLY LINE OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEING MOUNUMENTED BY A 3-1/4" BRASS DISK PLS #13212 IN RANGE BOX AT THE EAST QUARTER CORNER OF SECTION 30 AND A 3-1/4" BRASS CAP PLS #13212 AT A 200' WITNESS CORNER SOUTH OF THE NORTHEAST CORNER OF SECTION 30. FLOOD ZONE: FLOOD ZONES: ACCORDING TO THE F.E.M.A. F.I.R.M., COMMUNITY PANEL NUMBER 08059CO194F, DATED FEBRUARY 05, 2014; OTHER AREA. ZONE "X": THE PARCEL LIES IN AN 'OTHER AREA, ZONE "X AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. APPLICANT: KUM & GO L.C. 1459 GRAND AVENUE DES MOINES, IOWA 50309 CONTACT: DANIEL GARNEAU PH: 515.457.6392 E: DAN.GARNEAU@KUMANDGO.COM ENGINEER: WOOLPERT, INC 116 INVERNESS DR. EAST, SUITE 107 ENGLEWOOD, CO 80112 CONTACT: ERIC JESSE, PE PH: 720.279.3789 E: ERIC.JESSE@WOOLPERT.COM ARCHITECT: N +Q4 WE S BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA, SUITE 300 MERRIAM, KS 66204 CONTACT: BRITTANY WINNIKE PH: 913-236-3319 E: BRITTANY.WINNIKE@BRRARCH.COM LANDSCAPE ARCHITECT: WOOLPERT, INC 116 INVERNESS DR. EAST, SUITE 107 ENGLEWOOD, CO 80112 CONTACT: JOHN MARTIN PH: 513.527.2634 E: JOHN. MARTIN@WOOLPERT.COM SURVEYOR: KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST Y40F SECTION 19, THE SOUTHWEST Y4 OF SECTION 20, THE NORTHWEST Y40F SECTION 29, AND THE NORTHEAST Y40F SECTION 301TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN DEVELOPER/OWNER: EVERGREEN -CLEAR CREEK CROSSING L.L.C. 1873 SOUTH BELLAIRE ST. SUITE 1200 DENVER, CO 80222 CONTACT: TYLER LEE CARLSON PH: 303-757-0401 E: TCARLSON@EVGRE.COM MARTIN/MARTIN, CONSULTING ENGINEERS 12499 WEST COLFAX AVENUE LAKEWOOD, CO 80215 CONTACT: RICHARD A. NOBBE PH:303.431.6100 E: SURVEY@MARTINMARTIN.COM OWNER'S CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENTS) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS EVERGREEN -CLEAR CREEK CROSSING L.L.C. BY: DATE: PRINTED NAME: TYLER LEE CARLSON TITLE: EXECUTIVE VICE PRESIDENT CITY OF WHEAT RIDGE ) STATE OF COLORADO ) SS COUNTY OF JEFFERSON ) THE FORGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2020, BY WITNESS MY HAND AND OFFICIAL SEAL MY COMMISION EXPIRES: NOTARY PUBLIC CLERK AND RECORDER'S CERTIFICATION STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) I HEREBY, CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT O'CLOCK .M, ON THE DAY OF . A. D., IN BOOK PAGE RECEPTION NO. JEFFERSON COUNTY CLERK AND RECORDER BY DEPUTY PLANNING COMMISSION CERTIFICATION APPROVED THIS DAY OF BY THE WHEAT RIDGE PLANNING COMMISION. CHAIR PERSON DATE CITY CERTIFICATION APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE ATTEST CITY CLERK COMMUNITY DEVELOPMENT DIRECTOR SURVEYOR'S CERTIFICATION MAYOR I, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF THE KUM & GO - #2310 GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. SIGNATURE (SURVEYOR'S SEAL) DATE SHEET INDEX PROPOSED LAND USE 02/14/20 COVER SHEEP 1 02/14/20 OVERALL SITE PLAN 2 02/14/20 SITE PLAN 3 02/14/20 LANDSCAPE PLAN 4 02/14/20 BUILDING ELEVATIONS — 1 5 02/14/20 BUILDING ELEVATIONS — 2 6 02/14/20 CANOPY ELEVATIONS 7 02/14/20 TRASH ENCLOSURE DETAILS 8 02/14/20 PHOTOMETRIC PLAN 9 02/14/20 LIGHT DETAIL — 1 10 02/14/20 LIGHT DETAIL — 2 11 02/14/20 LIGHT DETAIL — 3 12 02/14/20 LIGHT DETAIL — 4 13 02/14/20 SITE DETAIL — 1 14 02/14/20 SITE DETAIL — 2 15 02/14/20 SITE DETAIL — 3 16 02/14/20 SITE DETAIL — 4 17 EXISTING ZONING PMUD PROPOSED LAND USE AUTOMOBILE GASOLINE FILLING STATION GENERAL ZONE LOT INFORMATION SQ. FT. ACRES KUM&GO PROPERTY (BLOCK 3, LOT 1) 689662 1.5763 GROSS FLOOR AREA (GFA) PRIMARY -3,544 SF ACCESSORY -2,125 SF CANOPIES -6,027 SF FLOOR AREA RATIO 0.167 HEIGHT OF STRUCTURES (FEET/STORIES) 22.6' / 1 STORY WZ-05-01 SQ. FT PERCENTAGE GROUND COVERAGE BY ALL PRIMARY AND ACCESSORY STRUCTURES 119696 17.0 GROUND COVERAGE BY ALL PARKING AND PRIVATE DRIVES 38,950 56.8 GROUND COVERAGE BY ALL WALKS 3,303 4.8 GROUND COVERAGE BY TOTAL LANDSCAPING 149713 21.4 GROUND COVERAGE BY TURF (30% MAX. OF TOTAL LANDSCAPING) 1,910 13.0 SQ. FT PERCENTAGE REQUIRED OPEN SPACE / LANDSCAPING 139732 20.00 PROVIDED OPEN SPACE / LANDSCAPING 149713 21.43 PARKING REQUIRED (MIN/MAX) PROVIDED STANDARD SPACES — PRIMARY USE 24 24 COMPACT SPACES N/A 0 ACCESSIBLE 1 2 TOTAL PARKING SPACES 25 26 BICYCLE SPACES 4 10 LOADING SPACES 1 1 NOTE TO CONTRACTOR: CASE HISTORY WZ-19-02 MS -06-10 WZ-19-01 MS -06-09 MS -19-02 WS -06-01 WS -19-04 WZ-06-03 WS -17-07 SUP -06-05 WZ-16-07 SUP -05-04 WS -11-01 WZ-05-02 WZ-11-02 WZ-05-01 WZ-11-01 SUP -05-01 ANX-11-01 ANX-05-01 SUP -10-01 CONTRACTOR TO REFER TO KUM&GO'S STANDARD TECHNICAL SPECIFICATIONS PROJECT DESCRIPTION THE SITE IS IN PART OF THE LARGER CLEAR CREEK DEVELOPMENT, WHICH IS LOCATED OFF OF 1-70 AND YOUNGFIELD SERVICE ROAD. THE PROPOSED SITE IS 1.60 ACRES, LOCATED SOUTH OF THE PROPOSED 1-70 RAMP ON THE EAST SIDE OF CLEAR CREEK DRIVE. THE SITE WILL INCLUDE A 59620 SQUARE FOOT BUILDING, 16 GAS PUMP CANOPY, ACCESS DRIVE AND 29 PARKING SPACES. ACCESS TO THE SITE WILL BE DRAWN OFF CLEAR CREEK DRIVE AND THE PRIVATE DRIVE LOCATED BEHIND LA QUINTA INN. THE CURRENT ZONING FOR THE SITE IS A PMUD UNDER THE CLEAR CREEK CROSSING ODP. 77 CO LO R.0"40 KItDW wfiAF'E £:14Yj CALI-0EF13'FE Y1 IU UISA-0 00 w N o 'L 00 O Q 0 U CD N Q1 iti 0 r CD o 0 > r N M W i= vi 02mX CO W M LL 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 0 Z W O Qf U W W Of U Q W J U Q O 0 06 O P... I 06 W Z W Q M Z N M M CV 0 06 KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP z 0 U W W 0 z 0 W w LU 0 a DATE: 03/12/20 SHEET NUMBER: 1 OF 17 W W Cn W O U KUM & GO #2310 4 0 -------------------- ------------------------------ --------------- U IN lid IL —— 0 KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE N SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN 0 150 300 450 GRAPHIC SCALE IN FEEL lk Z N O U c:) Z Lu ad W O W U Z ch H w cnJ Q Lu W Q I«o ►phi .iii ��� Z LJ I Q M 0 Ifri - INIBCfTBMI: W:.) UHEBIG SI WM: BI¢T�SNW --------------- U IN lid IL —— 0 KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE N SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN 0 150 300 450 GRAPHIC SCALE IN FEEL ITT -- -raw% "uIIIIIIIIIM .,. ��� 1459 Grand Avenue as Moines, Iowa 5031 P: 515226-0128 0 lk Z N ITT -- -raw% "uIIIIIIIIIM .,. ��� 1459 Grand Avenue as Moines, Iowa 5031 P: 515226-0128 0 Z N O U c:) Z Lu ad W O W U Z ch H w cnJ Q Lu W Q Y U 0 Z LJ I Q M 0 C� INIBCfTBMI: W:.) UHEBIG SI WM: BI¢T�SNW 0 0 p 0 03117/20 KEY MAP KUM & GO AT CLEAR CREEK CROSSING SITE LEGEND 0 150 INDICATES 300 450 INDICATES CONCRETE SIDEWALK INDICATES PERMEABLE PAVERS �-44® ❑ EAD b LIGHT POLES GRAPHIC SCALE IN FEET GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN NOTE: NORTHERN ADJACENT PROPERTY IS TO BE DESIGNED AND DEVELOPED BY OTHERS AND IS SHOPAN IN CONCEPT AND FOR REFERENCE ONLY. RIGHT-OF-WAY NOTE ALL WORK WITHIN RIGHT-OF-WAY IS DESIGNED AND CONSTRUCTED BY THE OVERALL MASTER DEVELOPER AND IS SHOWN FOR REFERENCE ONLY. 20 40 a; I IIr Lig:1M=IINamaI SITE KEY NOTES NO. DESCRIPTION O1 BUILDING ENTRY O2 BUILDING CANOPY OVERHANG O3 PROPOSED LIGHT POLE BEGIN/END PROPOSED INTEGRAL CURB. ® SAWCUT EXISTING CURB TO PROVIDE CLEAN CONSTRUCTION JOINT. OS 6' INTEGRAL CURB © EXISTING RETAINING WALL ]O LIMITS OF PROPOSED PAVEMENT 8O 4" DIAMETER BOLLARDS OINVERTED "U' BIKE RACK ON 5.0'X6.5'%4" THICK CONCRETE 10 BOLLARD MOUNTED ADA VAN PARKING SIGN 11 BOLLIRD MOUNTED ADA PARKING SIGN 12 CONCRETE SIDEWALK, WIDTH VARIES 13 ADA CURB RAMP ACCESSIBLE PARKING SPACES & ACCESS 14 AISLES SHALL BE 2R MAX. SLOPE IN ALL DIRECTIONS. 15 STAMPED CONCRETE PAVEMENT 16 AMERICAN FLAG POLE, 12' RADIUS 1] TRANSFORMER 18 OTHER TENANT SIGN (KUM&GO MONUMENT SIGN) 19 UNGERGROUND STORAGE TANKS ©0 TANK OVERDIG UNITS 21 1000 GALLON SANITARY GREASE INTERCEPTOR 0 TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) ©3 AIR MACHINE ON 4'X4' PAD ® BIKE REPAIR STATION ©5 EXISTING FIRE HYDRANT © 4" WIDE YELLOW PAVEMENT MARKING, TYR. Q4" YELLOW PARKING STRIPING, 2' OFF CENTERED AT 45' ©e DIRECTIONAL ARROW, TRAFFIC WHITE PAINT 29 12'X60' LOADING ZONE, 4" YELLOW PAVEMENT CROSS HATCH, 2' OFF CENTERED STRIPING 30 PROPOSED STOP SIGN 31 AMPERSAND SCULPTURE (PUBLIC ART) 32 SITE BENCH (SEE DETAIL SHEETS) 3© PATIO AREA 34 PEDESTRIAN CROSS WALK, WHITE THERMOPLASTIC PAVEMENT MARKING 35 ROLL OVER CURB JB PROPANE CAGE 3] MISCELLANEOUS MERCHANDISE 38 FIREWOOD 39 RED BOX(ES) ® ICE MERCHANDISER 41 GO FRESH MARKET (864 SF) PROPOSED SIGNAGE DIRECTING TRUCK TRAFFIC 42 TO EXIT VIA THE YOUNGFIELD SERVICE ENTRANCE. ®PATIO FENCE (SEE BUILDING ELEVATIONS FOR DETAIL) ® TRASH & RECYCUNG RECEPTACLES ® CLEAN OUTS (TYP.) 46 YELLOW THERMOPLASTIC PAVEMENT MARKING 47 24" STOP BAR, THERMOPIASIC PAVEMENT MARKING EN 60 � p , ' , 1 1459 Grand Avenue as Moines, Iowa 5031 P: 515226-0128 Z F5 F) U oLu � W � a. W U � Q LTJ LJJ a J cl U Z Q M O 0 otsm mn Y KGPRQJELTTFOM: FAM: ROBERT REBIG BUM:w GMNFAU C M:BIET mw 0 0 a Q mm 03117120 ME INDICATES CONCRETE PAVEMENT INDICATES CONCRETE SIDEWALK INDICATES PERMEABLE PAVERS �-44® ❑ EAD b LIGHT POLES =0---= EXISTING CURB AND GUTTER CURB AND GUTTER 1G INDICATES ROW PARKING COUNT 29 PAC INDICATES PARKING TOTAL — — — —PROPERTY BOUNDARY RIGHT-OF-WAY NOTE ALL WORK WITHIN RIGHT-OF-WAY IS DESIGNED AND CONSTRUCTED BY THE OVERALL MASTER DEVELOPER AND IS SHOWN FOR REFERENCE ONLY. 20 40 a; I IIr Lig:1M=IINamaI SITE KEY NOTES NO. DESCRIPTION O1 BUILDING ENTRY O2 BUILDING CANOPY OVERHANG O3 PROPOSED LIGHT POLE BEGIN/END PROPOSED INTEGRAL CURB. ® SAWCUT EXISTING CURB TO PROVIDE CLEAN CONSTRUCTION JOINT. OS 6' INTEGRAL CURB © EXISTING RETAINING WALL ]O LIMITS OF PROPOSED PAVEMENT 8O 4" DIAMETER BOLLARDS OINVERTED "U' BIKE RACK ON 5.0'X6.5'%4" THICK CONCRETE 10 BOLLARD MOUNTED ADA VAN PARKING SIGN 11 BOLLIRD MOUNTED ADA PARKING SIGN 12 CONCRETE SIDEWALK, WIDTH VARIES 13 ADA CURB RAMP ACCESSIBLE PARKING SPACES & ACCESS 14 AISLES SHALL BE 2R MAX. SLOPE IN ALL DIRECTIONS. 15 STAMPED CONCRETE PAVEMENT 16 AMERICAN FLAG POLE, 12' RADIUS 1] TRANSFORMER 18 OTHER TENANT SIGN (KUM&GO MONUMENT SIGN) 19 UNGERGROUND STORAGE TANKS ©0 TANK OVERDIG UNITS 21 1000 GALLON SANITARY GREASE INTERCEPTOR 0 TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) ©3 AIR MACHINE ON 4'X4' PAD ® BIKE REPAIR STATION ©5 EXISTING FIRE HYDRANT © 4" WIDE YELLOW PAVEMENT MARKING, TYR. Q4" YELLOW PARKING STRIPING, 2' OFF CENTERED AT 45' ©e DIRECTIONAL ARROW, TRAFFIC WHITE PAINT 29 12'X60' LOADING ZONE, 4" YELLOW PAVEMENT CROSS HATCH, 2' OFF CENTERED STRIPING 30 PROPOSED STOP SIGN 31 AMPERSAND SCULPTURE (PUBLIC ART) 32 SITE BENCH (SEE DETAIL SHEETS) 3© PATIO AREA 34 PEDESTRIAN CROSS WALK, WHITE THERMOPLASTIC PAVEMENT MARKING 35 ROLL OVER CURB JB PROPANE CAGE 3] MISCELLANEOUS MERCHANDISE 38 FIREWOOD 39 RED BOX(ES) ® ICE MERCHANDISER 41 GO FRESH MARKET (864 SF) PROPOSED SIGNAGE DIRECTING TRUCK TRAFFIC 42 TO EXIT VIA THE YOUNGFIELD SERVICE ENTRANCE. ®PATIO FENCE (SEE BUILDING ELEVATIONS FOR DETAIL) ® TRASH & RECYCUNG RECEPTACLES ® CLEAN OUTS (TYP.) 46 YELLOW THERMOPLASTIC PAVEMENT MARKING 47 24" STOP BAR, THERMOPIASIC PAVEMENT MARKING EN 60 � p , ' , 1 1459 Grand Avenue as Moines, Iowa 5031 P: 515226-0128 Z F5 F) U oLu � W � a. W U � Q LTJ LJJ a J cl U Z Q M O 0 otsm mn Y KGPRQJELTTFOM: FAM: ROBERT REBIG BUM:w GMNFAU C M:BIET mw 0 0 a Q mm 03117120 ME LANDSCAPE REQUIRED Ai "Aft All KUM & GO AT CLEAR CREEK CROSSING GRADING NOTES CHIN HE LEGEND GAS STATION AND CONVENIENCE STORE RIGHT—OF—WAY OR THE NORTHERN ADJACENT LOT. NO G BTAKING PLACE 2. ALL GRADING WITHIN RIGHT—OF—WAY AND THE LARGE TREE SPECIFIC DEVELOPMENT PLAN NORTHERN VACANT ADJACENT LOT WILL BE COMPLETED BY THE OVERALL DEVELOPER. 3. NO GRADING WILL EFFECT THE 1-70 ON RAMP MEDIUM TREE IN THE CITY OF WHEAT RIDGE, COLORADO DRAINAGE DESIGN OR INTENT. IS A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST % 4 LANDSCAPEDA 4:1E REASHE MAXIMUM ALLOWED WITHIN SMALL TREE. 0 OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE GENERAL NOTES: TEEN TREE 1. ALL WORK WITHIN THE R.O.W.. INCLUDING STREETSCAPING, UTILITIES STUBBING LOCATIONS, SHRUB 00004000 NORTH EAST 0F SECTION I I T LL * R'�LL LL AND ROAD WAYS, ARE DESIGNED AND CONSTRUCTED BY OTHERS AND SHOWN FOR REFERENCGO 4 ONLY. SEE THE CLEAR sst%' - _ PRINCIPAL MERIDIAN CROSSING ESUBDIVISION PIAN SEP FOR EEK BUFFALO R S SOD i�+ Z 2.850 S Y ' m + OTHERS ADDITIONAL INFORMATION. - ( F) ALL SIGHT TRIANGLES ARE APPROVED AS PART — .r- L L OF THE CLEAR CREEK CROSSING ROADWAY PIAN D REFER TOO LANDSCAPING or CDs Y _ �a ---_� AJ.V N F,. I SET. PLEASE REFER TO SET FOR SIGHT ��}H u , T 1 TRIANGLES AND ADDITIONAL INFORMATION. PrvERreocK GRAVEL MULCH D504PE L1PRJvfllENfs ___"_' DMNBE OF NQRM DALOT ---- (10088 SD c TO ff PRU10m Bf LOT ' W s3,g d J 'I l 'per .,LL �+.,�� � LIMITS CONSTRUCTION ----------- ---- — T — VAR, A.AwAlli J -- ---- -----'-------------- — — - --✓---wrR—m--- ----- wrA------------,WTR------wrR------wrR-- - CIN OF WHEAT RIDGE "SIGHT TRIANGLE--—�------ 25' X 55' OIY 80ENRX1 XNIE WEOI�OO cam 8� PRGPo�n Openspoce / LandeGaping 20% min / 13,732 at min 21AY / 14,713 at Rock Grountlmver w/out plant material 35% max / 5.150 of max 13.7% / 2.020 at SM1mtltled Hardwood Mulch w/out plant material 35% max / 5.150 at max rll 2" cal. 10 HE 5wd Hurt 30% max / 4.414 of max 13.0% / 1.910 at On—site Trees 24.22 r Gymnoclodus dRoa Kentucky Cotteetree 32 r�IY�W` On—site Shrubs 139.2 10 Jnyerus Virginians 'Blue Arrow' Blue Arrow Juniper 186 6'ht. Ali Street Trees 0 12 Pmue Leo rs umber Pm, PROVIDED BY OTHERS Ai "Aft All KUM & GO AT CLEAR CREEK CROSSING GRADING NOTES CHIN HE LEGEND GAS STATION AND CONVENIENCE STORE RIGHT—OF—WAY OR THE NORTHERN ADJACENT LOT. NO G BTAKING PLACE 2. ALL GRADING WITHIN RIGHT—OF—WAY AND THE LARGE TREE SPECIFIC DEVELOPMENT PLAN NORTHERN VACANT ADJACENT LOT WILL BE COMPLETED BY THE OVERALL DEVELOPER. 3. NO GRADING WILL EFFECT THE 1-70 ON RAMP MEDIUM TREE IN THE CITY OF WHEAT RIDGE, COLORADO DRAINAGE DESIGN OR INTENT. IS A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST % 4 LANDSCAPEDA 4:1E REASHE MAXIMUM ALLOWED WITHIN SMALL TREE. 0 OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE GENERAL NOTES: TEEN TREE 1. ALL WORK WITHIN THE R.O.W.. INCLUDING STREETSCAPING, UTILITIES STUBBING LOCATIONS, SHRUB 00004000 NORTH EAST 0F SECTION I I T LL * R'�LL LL AND ROAD WAYS, ARE DESIGNED AND CONSTRUCTED BY OTHERS AND SHOWN FOR REFERENCGO 4 ONLY. SEE THE CLEAR sst%' - _ PRINCIPAL MERIDIAN CROSSING ESUBDIVISION PIAN SEP FOR EEK BUFFALO R S SOD i�+ Z 2.850 S Y ' m + OTHERS ADDITIONAL INFORMATION. - ( F) ALL SIGHT TRIANGLES ARE APPROVED AS PART — .r- L L OF THE CLEAR CREEK CROSSING ROADWAY PIAN D REFER TOO LANDSCAPING or CDs Y _ �a ---_� AJ.V N F,. I SET. PLEASE REFER TO SET FOR SIGHT ��}H u , T 1 TRIANGLES AND ADDITIONAL INFORMATION. PrvERreocK GRAVEL MULCH D504PE L1PRJvfllENfs ___"_' DMNBE OF NQRM DALOT ---- (10088 SD c TO ff PRU10m Bf LOT ' W s3,g d J 'I l 'per .,LL �+.,�� � LIMITS CONSTRUCTION ----------- ---- — T — VAR, A.AwAlli J -- ---- -----'-------------- — — - --✓---wrR—m--- ----- wrA------------,WTR------wrR------wrR-- - CIN OF WHEAT RIDGE "SIGHT TRIANGLE--—�------ 25' X 55' 0,B e © ,�'« a�RA #Mac ¢°MEN tan"rIN k� 'oa ��_ I'All wrani --- x — TO PROTECT °• x x x x /ND CONTRACTOR ORNNB - hy ' ' AND WNL FEATURES — — -------------J EXISTING DEVELOPMENT TIO OIY 80ENRX1 XNIE Ar cam 8� FFYMU® SHADE / ORNAMENTAL / EVERGREEN TREE r 1 Amelanchier x guardians 'Autumn Brilliance' Apple Serviceberry B&B N II.� Full, well shaped. single—stem Y>6:o ,. T4eieY%dmz�e9a°9s60�'LT� era el,A14 a a, 1 Nor Of 2' cal. 10 HE 5 wd Full, well shaped ' �Mill6P 1 C,1U, accidents, 'Burnie Pride' Prairie Pride Hackberry rll 2" cal. 10 HE 5wd Full, well shaped SAM a Gletl:ts:o b:om him, v 'Sh,d,moster Shademoster Tota la Gus[ �0�o... mill Full, we sM1opetl GD r Gymnoclodus dRoa Kentucky Cotteetree B&B r�IY�W` fil Jv 10 Jnyerus Virginians 'Blue Arrow' Blue Arrow Juniper B&B 6'ht. Ali Full to ground, well shaped PF 12 Pmue Leo rs umber Pm, -rrI IPA 6'ht. Ali Full to ground, well shaped PE .III Pmea englem nnn Englemn spruce B&B , Full to ground, well shaped � 2 ■Ili Burr Oak B&B 2' cm. 10 HE 5 Ad. Full, well shaped BIT I� _ RudoCCNia himto Block Eyed Susan 1 gallon V ® OC 22 OenDi c espit,s, Tufted Evening Primrose 1 gallon M LANDSCAPE NOTES FOR THE TYPE OF 2,850 Bautelaoa dactylahtes Buffalagmss Sad Ell! Y AA Np� KG PRQIECTTFAM: Fm1A: ROBERT REBIG PLANTING BOM: GIN GMNEAU CPM:O¢T MM N.T.S. ■M 60 M W �. All, J -GI I IS �� 0,B e © ,�'« a�RA #Mac ¢°MEN tan"rIN k� 'oa ��_ I'All wrani --- x — TO PROTECT °• x x x x /ND CONTRACTOR ORNNB - hy ' ' AND WNL FEATURES — — -------------J EXISTING DEVELOPMENT TIO OIY 80ENRX1 XNIE LW OI IMIE cam 8� FFYMU® SHADE / ORNAMENTAL / EVERGREEN TREE AS 1 Amelanchier x guardians 'Autumn Brilliance' Apple Serviceberry B&B 2" cal. 9'ht. 4'wd Full, well shaped. single—stem CC 2 Catalpa speciosa Northern Catalpa B&B 2' cal. 10 HE 5 wd Full, well shaped CO 1 C,1U, accidents, 'Burnie Pride' Prairie Pride Hackberry B&B 2" cal. 10 HE 5wd Full, well shaped GT a Gletl:ts:o b:om him, v 'Sh,d,moster Shademoster Tota la Gus[ B&B 2.5" cal. 14 ht. 7'wtl Full, we sM1opetl GD 1 Gymnoclodus dRoa Kentucky Cotteetree B&B 2" cal. 10 HE 5 wd Full, well shooed Jv 10 Jnyerus Virginians 'Blue Arrow' Blue Arrow Juniper B&B 6'ht. Ali Full to ground, well shaped PF 12 Pmue Leo rs umber Pm, B&B 6'ht. Ali Full to ground, well shaped PE 3 Pmea englem nnn Englemn spruce B&B 6'ht. awn Full to ground, well shaped ON 2 ouerus m carpo Burr Oak B&B 2' cm. 10 HE 5 Ad. Full, well shaped ' QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITIES OF PUNTS ON LANDSCAPE PUN. r -T-.LV 'Pl' fV . I; . Ph En zGin EL I r �. f t I Y MILE BE PROVIDED J wlu � PRDMDm Bt uiw OTHERS, REFER cTO \I" `PHASE I COAs Vs l• I ✓ IV I An •I P Pte ofw are } J\h I` i �W.J.I.I •.I`. .7/. h• V•W T.W. W ( f 1. I .1 /LLI IJ M Iv / `ala �i (Bis it121 II / I I II 1 / I Ali II Ili 1 I' I ml%I III II ,1111 l �vj 1/I I lit lis 11 smim J 1 r J\la al Ills \ I _ R_ I iIII I j irc I J_SDJ�jf, �I TAO OFY BCFMRXI NNE =I NNIS LOlII rsB!ITea SHRUB CA 37 C,n pts rs . clan III.... ensis 'Longwood Blue Blue Mist Spires 5 gallon 24Tt. x 24 Ad. Full, vigorous CD 29 Cotoneoster tlommer: 'Carol Beauty' Coral Beauty Catonica r 5 gallon 24Tt. x 24'i Full, vigorous JC 31 a Jumper,, c s 'Moontlop' Alpine Carpet Juniper 5 gallon 12Ht. x 24'wd Full, vigorous MA 27 Mahl Downs Creeping Oregon Gmpe 5 gallon 12 ht. x 24'wd Full, vigorous PB 19 Prunus hesseyi 'Downs, Buttes' Pawnee Buttes Sonticherry 5 gallon 12HA, x 24'wd Full, vigorous SJ 21 Baroeo japonica 'Little Princes' Little Princess Spires 5 gallon 12HA, x 24'wd Full, vigorous SD 46 Symph,H,,rpos Far, Whit, Hedge Snowberry 5 gallon 24 -ht. x 24"wd Full, vigorous ORNAMENTAL GRASS / PERENNIAL / GROUNDCOVER we 31 Ponicum v:rq,t,m S,,I,hgm„ 2 gallon Z Full, vigorous SH 41!S PD map lUS betemlep:s Plain, Drop ,e.A 2 galla FwL mgora as BIT 36 RudoCCNia himto Block Eyed Susan 1 gallon V OC 22 OenDi c espit,s, Tufted Evening Primrose 1 gallon M LANDSCAPE NOTES FOR THE TYPE OF 2,850 Bautelaoa dactylahtes Buffalagmss Sad o Y AA REMOVE 1/3 OF I LANDSCAPE NOTES 1. LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES , PRIOR TO DIGGING, IS RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 2. PRIOR TO INSTALLATION. THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUB GRADE GENERAL SITE CONDITIONS VERIFY ELEVATIONS UTILITY LOCATIONS, IRRIGATION APPROVE TOPSOIL PROVIDED BY GENERAL CONTRACTOR AND OBSERVE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE NOTIFY GENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITIONS WORK SHALL NOT PROCEED UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE ACCEPTABLE To THE LANDSCAPE CONTRACTOR AND/OR CONSTRUCTION MANAGER. 3. GENERAL AND LANDSCAPE CONTRACTOR ARE RESPONSIBLE FOR PROTECTING EXISTING TREES FROM DAMAGE DURING CONSTRUCTION. GENERAL CONTRACTOR TO INSTALL TREE PROTECTION FENCING PRIOR TO ANY SITE WORK. 4. ALL SHRUB AND PERENNIAL BEDS TO BE MULCHED WITH A MINIMUM OF 3 INCHES OF GREENOCK GRAVEL 1"-2" DIAMETER STONES OVER WEED BARRIER. ALL TREES To BE MULCHED H A MINIMUM OF 3 INCHES OF SHREDDED HARDWOOD MULCH THAT WILL EXTEND s Fs THE orewuNE OF THE TREES BEING PLANTED OR A MINIMUM OFF INCHES 6 FOOTT DIAMETER. s. PLANTING HOLES TO BE DUG A MINIMUM OF OF THE SHRUB AND REE. INCHES DEEPER THAN THE SIZE OF THE ROOT BALL OF BOTH SHRUB AND TREE AMEND BACKFILL WITH TOPSOIL MIX OT BACKFILL AND TAMP BOTTOM OF HOLE PRIOR TO PLANTING IX TOP E ROOT BALL DOES NOT SETTLE BELOW SURROUNDING GRADE. fi. TOPSOIL MIX TO BE 4 PARIS SCREENED TOPSOIL AND 1 PART ORGANIC MATERIAL NATURES HELPER OR PRO MIX). FOUR CUBIC YARDS OF ORGANIC MATTER PER 1,000 ATOF OF AREA. z. EXISTING GRASS IN PROPOSED PLANTING AREAS TO BE REMOVED AND AREA BE HAND RAKED KED TO REMOVE ALL ROCKS AND DEBRIS LARGER THAN 1 INCH IN DIAMETER ETER PRIOR To PLANTING SHRUBS. B. SOIL TO BE TESTED TO DETERMINE FERTILIZER AND LIME REQUIREMENTS. LIME AND FERTILIZER TO BE DISTRIBUTED PRIOR EI LAYING SOD. ALL DISTURBED AREAS (INCLUDING RIGHT—OF—WAYS) NOT LE HYBRID PLANTINGS TO RECEIVE a INCHES OF TOPSOIL AND SODDED WITH H (CUTE HYBRID N 24 HOURS 9. SOD TO ID IMMEDIATELY FRESH (cur LESS THAN ROUTS PRIOR TO ONE HOUR ON SITE), LAID IM M EDIATE Lr, ROLLED AND WATERED THOROUGHLY wIT1IN ONE HOUR OF INSTAULL'ITION. 10. ALL CHANGES TO DESIGN PND/OR PLANT SUBSTITUTIONS TO BE AUTHORIZED BY LANDSCAPE ARCHITECT. 11. ALL PARKING ISLANDS TO BE BERMED UP 6"-10" WITH CLEAN FRIABLE TOPSOIL PRIOR O PLANTING. lz ALL LANDSCAPING SHALL BER STALLED IN CONFORMANCE HE WITH ANSI STA STANDARDS THE AMERICAN ASSOCIATION FOR NURSERY STOCK AND THE ACCEPTED STANDAR Os OF THE AMERICAN ASSOCIATION AT NURSERYMEN. 13, SITE TO BE IDOR IRRIGATED BY ANAUTOMATIC UNDERGROUND IRRIGATION SYSTEM. ID DESIGN BE COMPLETE BY DESIGN—BUILD CONTRACTOR. 14. THE LANDSCAPE CONTRACTOR OF SHALL CE BY ALL PLANTS INSTALLED FOR ONE FULL VERT FROM DATE OF ACCEPTANCE BY THE OWNER. ALL PLANTS SHALL BE THE AND AT A CIONRACT RATE OF GROWTH RESPONSIBLE E THE END OF THE GUARANTEE PERIOD. THE LANDSCAPE PE co rvrRAcroR SHALL NOT BE RESPOry 518 LE FOR Acrs OF coo OR VANDALISM . ls. ANY PLANT THAT IS DETERMINED DEAD DEAD IN AN OUNHEALTHY YM TO UNSIGHTLY . CONDITION, LOST IG SHAPE DUE TO DEAD BRANCHES OR OTHER SYMPTOMS of POOR. NON—VIGOROUS GROWTH SHALL BEREPLACED BY THE LANDSCAPE COMPACTOR WITH THE COST OF THE REPLACEMENT INCLUDED IN THE BID OR PROPOSAL PRICE. 17. WATER THOROUGHLY TWICE IN THE FIRST WI HOOKS AND APPLY MULCH IMMEDIATELY. lz. NATIVE AT ARADIO OF FLOWER MIX FROM wILOFLOw ER MIx.c OM OR APPROVED EQUAL APPLY AT A RATE of 7 oz. PER 1,000 sF. 3 INCHES MULCH ( SEE LANDSCAPE NOTES FOR TWE OF MULCH ) lZ IF SHRUB IS B At B, THEN _ REMOVE BURLAP As ROPE FROM TOP 1/3 OF BALL BACKFILL MIX UNDISnreBED SUBSOIL _ SHRUB PLANTIN( N.T.S. EVERGREEN PLANTING DETAIL N.T.S. D 20 'AAN'u' 40 3 INCHES MULCH Z GRAPHIC SCALE IN FEET 1459 Grand Avenue as Moines, Iowa SON P: 515226-0128 0 'AAN'u' 'v 3 INCHES MULCH Z U) 4 INCH DEEP SAUCER 0 0 U O Z L LI ad LLI W CD D_ U = c+) LLI EL LU!¢ ! > U U LU Q fn U 0 Y u, o Z Z M O Q JQ O 0 FROM TOP 1/3 OF THE BALL V od at Ot M LANDSCAPE NOTES FOR THE TYPE OF a, M MULCH MATERIAL TO USE. o Y AA KG PRQIECTTFAM: Fm1A: ROBERT REBIG PLANTING BOM: GIN GMNEAU CPM:O¢T MM 03112/20 4OF17 'AAN'u' 'v 3 INCHES MULCH 4 INCH DEEP SAUCER 0 BACKFILL MIX RE 'n OF UNDISTURBED suesOlL u, o O REMOVE BURLAP & ROPE m FROM TOP 1/3 OF THE BALL V at Ot NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF a, MULCH MATERIAL TO USE. o TREE PLANTING N.T.S. ■M 60 M W �. All, J I BHI 03112/20 4OF17 V rn 3 U) Z O �a w I 0 LO I n 0 07 I N 0) r - n 0 V) v U v v v U U (D C .Q �U r) O O n N I O I Q U r � Z L O O 2_ wit �W O N O r- ZEN o O °' J O M O 0 L N vi E E Y O T/ Z M (n 41 > ._ U I N W o�o J J C� West Elevation Proposed Building Signage 333 SF 66% 60% Location Sign Size Area 0% West Elevation "Kum & Go"Sign 5'x 10' 50 SF 0% fsr0 Fresh U MARKET N "Go Fresh Market"Sign 5'x 9' 45 SF � Plrra % Snadxlehex %&Ikery +" 1, c 0 19'-0" South Elevation "Kum & Go"Sign 5'x 10' 50 SF East Elevation "Kum & Go"Sign 5'x 10' 50 SF Q North Elevation "Kum & Go"Sign 5'x 10' 50 SF Total 0§ 245 SF LU m OIL9'-0„ Glazing Calculations Percent Required between 3'-0"and 8'-0"above finished floor elevation O OIL 3'-3" Location Area of Transparency Zone Area of Glazing % Glazing Provided % Glazing Required West Elevation 500 SF 333 SF 66% 60% South Elevation 288 SF 130 SF 45% 0% East Elevation 498 SF 108 SF 22% 0% North Elevation 284 SF 101 SF 36% 0% Cornice Profile NTS KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN West Elevation NTS 21'-0" 19'-0" 9'-0„ 3'-3" South Elevation NTS 9'-0„ 3'-3" East Elevation NTS Vertical Board and Batten Siding Line of Oil -Rubbed Prefinished Aluminum by James Hardie, painted to RTU Bronze Powder Panel with Coping match SW "Repose Gray" Beyond Coated Storefront Color "Tor Red" StoneVeneer- "Shadow TYP T.O.S. Stone - Steel Grey by - 22'-7" Arriscraft 7 _7 17'-6" 26'-8" Vertical Board and Batten Siding by James Hardie, painted to match SW "Repose Gray" Stone Veneer -"Shadow Stone - Steel Grey by Arriscraft 5'-0"x 10'-0" 18"x10' Nichiha Fiber Painted Fiber- 5'-0"x 9'-0" Standing Seam f Cement Panel - glass Cornice to Signage Metal Roof to — Vertical Board and Batten Siding Vintage Wood Cedar match SW "Urbane Cornice Profile NTS KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN West Elevation NTS 21'-0" 19'-0" 9'-0„ 3'-3" South Elevation NTS 9'-0„ 3'-3" East Elevation NTS Vertical Board and Batten Siding Line of Oil -Rubbed Prefinished Aluminum by James Hardie, painted to RTU Bronze Powder Panel with Coping match SW "Repose Gray" Beyond Coated Storefront Color "Tor Red" StoneVeneer- "Shadow TYP T.O.S. Stone - Steel Grey by - 22'-7" Arriscraft 7 _7 17'-6" 26'-8" Vertical Board and Batten Siding by James Hardie, painted to match SW "Repose Gray" Stone Veneer -"Shadow Stone - Steel Grey by Arriscraft 5'-0"x 10'-0" 18"x10' Nichiha Fiber Painted Fiber- 5'-0"x 9'-0" Standing Seam Signage Cement Panel - glass Cornice to Signage Metal Roof to — Vertical Board and Batten Siding Vintage Wood Cedar match SW "Urbane match Berridge by James Hardie, painted to Bronze". REF "Dark Bronze" match SW"Dorian Gray" Cornice Profile LUo fsr0 Fresh U MARKET N e i i Or- LU � Plrra % Snadxlehex %&Ikery +" 1, c .WN— -�- - rmmilTl • - 30'-2" 20'-5" Rail Fence, Oil - Rubbed Bronze - Painted Fiberglass Line of Cornice to match RTU SW "Urbane Bronze" Beyond REF Cornice Profile � I L ------- J'._ Vertical Board and Batten Siding by James Hardie, painted to match SW"Repose Gray" Stone Veneer -"Shadow Stone - Steel Grey by Arriscraft Line of RTU Beyond Standing Seam Vertical Board and Batten Siding 18"x10' Nichiha 5'-0"x 10'-0" Painted Fiberglass Cornice Metal Roof to by James Hardie, painted to Fiber Cement Panel - Signage to match SW "Urbane match Berridge Fmatch SW"Dorian Gray" Vintage Wood Cedar Bronze" REF Cornice "Dark Bronze" Profile Oil -Rubbed Bronze Powder Coated Storefront, TYP 21'-6" i Storefront Door with Glazing ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com Tel: 913-262-9095 I Fax: 913-262-9044 1459 Grand Avenue Des Moines, Iowa 50309 R 515-226-0128 Z W O ti U) U � O Z W 06 O LU LUo Q U z N � Or- LU � W 0 W W Q 06 U Q N M U ) Q J 0§ Z LU m KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP Z O o_ C) U U ) � Z LU D O Z O (n LU W Of n r a DATE: 03/12/20 SHEET NUMBER: 5 OF 17 KUM & GO #2310 M n r r 0 N O N N t U L (D O n E v U N i O E L 41 J T m 41 O n 3 v N Z O a w J W I 0 LO I n 0 V) I m N O) r- / n rl N U / 0 v U .2! U 1-11 a� c .Q �U cn r) O O r7 N I N O Q U Z&i � � O O P2 v v W O NO O O r, ZEN O O O J O M PO O 0 O N 2E EKY v T/ Z m Cn -0-0 > ._ U w O , r) �co �- 1 1/2" PIPE RAIL, TYP 1 1/2" PIPE, POWDER COATED OIL -RUBBED BRONZE ALL SIDES; POSTS AT 48" OC MAX TYP; 3" SLEEVE, EMBED POSTS 5", PACK WITH NON -SHRINK GROUT CONCRETE OR MASONRY 4" MAX z bo CONCRETE SIDEWALK, REF CIVIL a Qd e Typical Guardrail Elevation NTS KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN North Elevation NTS 2 1 , -o" Painted Fiberglass Cornice to match SW "Urbane Bronze" REF Cornice Profile Stone Veneer - "Shadow Stone - Steel Grey by Arriscraft Vertical Board and Batten Siding by James Hardie, painted to match SW "Repose Gray" ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com Tel: 913-262-9095 I Fax: 913-262-9044 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 V Z C/) O (if O U ti LU C45 LU o � U z N Q J 06 U Z � Q M O 0 � C6 G KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM:BRETT STUPP Z O a_ U LU 0 Z O W Of LL, Q 0 <I I DATE: 03/12/20 SHEET NUMBER: 6 OF 17 U) Z O W KUM & GO #2310 V V) Z O Q J W I 0 I n 0 V) I N O) n r) N U v U .! U a� c �U N 0 0 n N I O Q U ai cn`nZ 0.2 — O r) _W _j 0 w No 00 n\0) O 0 r, U o C7 � O � �E E °' Y ZmCn -0 -0 2 U N W O ++ 6 6 J J U Proposed Canopy Signage KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % OF SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN r•�_.__ �r_.___.. �r nrr_. it nrr �nn__�nr ni�_i_�i__ r:i__.. rrn.._.___rr l -_i_.. ni__i. ni__��_ West Elevation NTS 0 3' 6' 12' 30' ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com Tel: 913-262-9095 I Fax: 913-262-9044 Location Sign Size Area West Elevation "Kum & Go" Sign 3'x 6' 18 SF O East Elevation No Signage --- 0 SF North Elevation "Kum & Go" Sign 3'x 6' 18 SF w 1459 Grand Avenue V 27 co Q LU Des Moines, Iowa 50309 C� South Elevation "Kum & Go" Sign 3'x 6' 18 SF Z P: 515-226-0128 Total 54 SF M fa...,... I/...,...- 9014.1n, kl;_L.A_GL.... "D-___" f__ I— DI.,..I. n1—:_ East Elevation NTS North Elevation NTS 0 3' 6' 12' 30' Black Plastic Stone Veneer - Bollard Cover "Shadow Stone - TYP Steel Grey by Arriscraft White Aluminum Ceiling PaneIsTYP T-0" x 6-0" Illuminated Can Signage 0 3' 6' 12' 30' "Bronze"Color Aluminum Soffit and Fascia OIL20'-10" 17'-6" .1151-611 OL 7'-2" South Elevation NTS Black Plastic Stone Veneer - Bollard Cover "Shadow Stone - TYP Steel Grey by Arriscraft White Aluminum Ceiling PaneIsTYP 3'-0" x 6'-0" Illuminated Can Signage 0 3' 6' 12' 30' "Bronze" Color Aluminum Soffit and Fascia V Z C/) U) 0�/ LL U O ti LU 06 LU w o V 27 co Q LU C� LU 1 06 U Z Q M 0 CW G KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM:BRETT STUPP Z 0 U LU 0 Z 0 LU Of LU Q 0 a I I I _L DATE: 03/12/20 SHEET NUMBER: U) Z 0 i= w LU 0 Z Q U U) Z 0 W KUM & GO #2310 .'s rn 3 U) z O �a w I 0 LO I n 0 V) I m N 0) r - n r) N / U v v v U U (D C .Q �U U r) O O r7 N N J � O Q Q U Lj- � N U-) rn W p :2 Qfn41 D a V) O O N LLLJ O r, 04 N = O 0) V) O of O CD 0 N -d E E °' Y zm41 > ._ U �(nW o�o ��� n....�.,.:..L..J cr........ \�...,....... \/....r:....I D.......J _.,..J r..__L. C.....I`......... D..II....J ...:�L Southwest Elevation NTS 0 3' 6' 12' Northeast Elevation NTS 0 3' 6' 12' \/_..i:__1 n__..J _._J fa_.__\i_.___.. n.._L._:.L_-1 -11-J --L Northwest Elevation NTS 0 3' 6' 12' Perspective NTS Bollard with Plastic Cover TYP 71-0" Southeast Elevation NTS Prefinished Metal Coping Berridge "Champagne" Stone Veneer - "Shadow Stone - Steel Grey by Arriscraft Vertical Board and Batten Siding by James Hardie, painted to match SW "Dorian Gray" iiiiiiiiiiiiiiiiiiiiiim 0 3' 6' 12' KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST % 0 F SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com Tel: 913-262-9095 Fax: 913-262-9044 1459 Grand Avenue Des Moines, Iowa 50309 R 515-226-0128 V ♦Z v ) U) 0�/ Or— C) LU LU Of U LUQ J U H Q 0 CW G Chd LU Z W Q Z N M KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM:BRETT STUPP z O o_ U W 0 z O LU Of W Q 0 a DATE: 03/12/20 SHEET NUMBER: 8 OF 17 U) J_ Q w C) Uj U) 0 U Z W U) U) Z 0 U) W W KUM & GO #2310 n 00 0 O N �C O E O n U ry Ld O 0 n 0 CO n 0 00 N i a_ 0 / v U / U) a �U U) 0 / O N I O aC) z `q g0 d a U OC14 00 W O � N N oho 0_ O c� rn a� uu))E E?Y zmU) -0- >- U :Cn W O -. r" v v� .0 b. 1 0.5 0.7 0.4 0.1 43 r3m�-jm 6.5 r2= 3.5 ro. too �o�� +G. o Al Offiffli Symbol Qty Label c- o a 0 2 0.5 1.6 8.2 Arr. Lum. Lumens a o 16 • WN SINGLE SCV-LED-23L-SCFT-50 - 15.5' MH 1.000 1.000 1.000 U.• 0.3 +.:6 :: KUM & GO AT CLEAR CREEK CROSSING 8.2 �__________ 1.000 1.000 d 24361 191.5 .•: 0.4 + ,- 2.7 ;; Ham Oo 0 oo A. W 1 C SINGLE TLFL-190-45-BLK - 4' MH 1.000 • ' .4 . 185.39 .. ob •k A. o Wo \9.4 A 32.4 0.4 0.9 2.8 11.8 4 E 2.6 1 1 .3 1.000 0. O 0. 1.9 8.2 2.7 GAS STATION AND CONVENIENCE STORE EXISTING - PROVIDED STREET LIGHTS BY OTHERS 2 1.000 1.000 12568 148.5 SPECIFIC DEVELOPMENT PLAN W W W W W W W IN THE CITY OF W RIDGE COLORADO A PART OFTHE SSECTION 19 THE SOUTHWEST Y4 0.1h-0 0.2 0.4 0.5 ��:5 -�:5�=====+0:4 =_- 13 - ____=`��.2-=1=== _� =�_�_--__=+�=�1==- _�___� 0. 0.1 0.1 0.2 0.2 0.1 OF SECTION 20 THE NORTHWEST % OF SECTION 29 AND TH E > > 1111111 .4 a a �° : : a °:` ° ° ° :a a. y�y���y�y�y�y�y�y�� NORTHEAST Y40F SECTION 301TOWNSHIP 3 SOUTHJ,RANGE 69 ++ +y+ wSTyy+y y WEST OF THE 6TH PRINCIPAL MERIDIAN + + + +++++++++++++ 0.1 0.4 0.8 1 .2 1.3 1.4 1.6 1.6 1.2 0.7 0� 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.6 0.2 0.4 ©. �� 0t0 �0.© + V 0.2 ° Q + 0 . + 0.7 + + 2.2 4.5 + + 5. 5.4 X7.7 X7.2 + + 3.7 1.6 + 1 M + 0.8 + + + 0.6 0.5 0.6 + 0.3 + 0.2 + 0.6 0 . + 0.0 + C�. 0 + 0 :"1 "' + 0 . C7' ' + (�'. 0 ' + ° 1. 9 C • W W W W W W W W W W ' I + 2• + 0.4 + 1.2 + + 5.0 18.1 + + 21.7 22.7 + + 35.2 20.7 X7.3 + + + $___4_L__ 3.4 4.7 + 1.9 + .4 + 1.3 + 3.2 + 0 + 0. C1 ,ate II Q. �, �. ,� �, 0 .,,,1 ,� ,� �*I* �, �.+0 *+01-0 , Offiffli Symbol Qty Label c- o a 0 2 0.5 1.6 8.2 Arr. Lum. Lumens a o 16 • WN SINGLE SCV-LED-23L-SCFT-50 - 15.5' MH 1.000 1.000 1.000 U.• 0.3 +.:6 :: 1.9 8.2 SCV-LED-23L-SCFT-50 - 17.5' MH 1.000 1.000 d 24361 191.5 .•: 0.4 + .:9 2.7 11 .6 Ham Oo 0 oo A. W 1 C SINGLE TLFL-190-45-BLK - 4' MH 1.000 • ' .4 . 185.39 .. ob •k A. o Wo \9.4 A 32.4 0.4 0.9 2.8 11.8 4 E 2.6 1 1 .3 1.000 0. O 0. 1.9 8.2 2.7 E1 3.6 9.3 2 Offiffli 11 .36 \ II x - p X W W W W W W W W W 4 - 34.0 10.8 3.7 46' 6D 8.0 1 2.4 /4/.8 4. .5 0.g y ©.2y y 0y1 y y0.© 1°1 r3 1.9 2. 1 O •r .r .r .r .r .r .r .r .r O / 1. L 4.3 k5 + I: . / + 3 5.4 1 1 .7 1 '4.2 .1 2.1 3 . 4.2 6 . E 4.9 1�'. 4 0.t3 X0.1* a.1 12 6.4 12.4 0• � W W � � � � W W W � 1.. MP -RP -2019V4 y y y y y y y y + + + 5,669 SQ. FT. ®i + < + + + + �, �, 0 3 5.1 13.0 4.1 .1 4.4 4.3 3.2 ,0 b,3 FFE: 5514.33 ° L W W W W W W W W W W Z® ?. 4•I / 5 p + ° II +* + 1 .0 11.6 4 �3. 5.1 2.2 1.2 0. ©.2y y 0*1 0.® .9 ewk- + + 1� i + + + + + + + + 6 34.3 11.7 4.0 6.4 ®-3. .7 2.7 4.9 3.7 1.6 0.5 0.2 0.1 0.1 E 46 *7.7 + + + °. + + + + + + + + 1 35.3 12.7 0116:3.6 , 1.1 2.7 4.9 5.9 1.9 0.5 0.2 0.1 0.1 A a >a4. 613 10. 8.3 &7 + + + I + + + + + + + + 5 35.1 1 1 .5 3.3 .2L 1. _ _ _ �,_ :5b.8 1:8°7..,,,8 4.6 2.5 1.1 0.4 0.2 0.1 0.1 - - --= X2.4.7.ob.9 •-*7'17° '13.4'-: A + + + + f 4 + II + + + + � 32.7 10.1 2.8 1.1 0. 1.5 3. 0 II 0.6 0.5 0.2 0.1 II (, U X7.0 6.1 8.3 16.1 17.7 18.8 29.1 18.6 6.8 1. .2 2. 2.0 2.7 3.9 4. -�2� 0.7 0.2 1 II \ \\ + + + + + + + + + + + + + + + + + + II + + \�� + 8.5 X7.8 6.8 4.8 4.3 4.5 6.2 6.0 3.2 1.4 1.5 3.5 4.5 4.7 4.6 4" 2.0 3.6 6.9 9.1 �. X7.7 5.3 1.1 0.2 + + + + + + + + + + + + + + + + + + + + � + + 111+0.26. I 6.5 3.9 3.0 1.5 1.2 1.2 1.4 1.3 1.0 0.7 1.0 3.2 3.9 6.0 4.1 3.3 1.5 3.2 6.3 8.8 7.1 5.0 1.0 �I E + - +:a + .. III + .6' 0�' 0. .6 .5 0.4 0.4 0.4 0.4 0.4 0.3 0.€& 1 .6 . k.6 1.7 '0.7- 1*3 2.5 .2� \\ 1.6 .4 0.1 EXISTING STREET LIGHTS _ _ - y X PROVIDED BY OTHERS 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0 0.2 0.2 0.2 0.2 0. 1.4 2.3 1.5 - 0.5 - 0-= O==Q� 2.1 1j // 0.3 0.2 II 0.1 _- -_ - _._ _-- EXISTING (�� // (sT� FF --11 �I EXISTING EXISTING EXISTING LIGHT POLE J II I/ I LIGHT POLE LIGHT POLE LIGHT POLE 0 1 0. 0.1 0.1 0.1 0.1 0.1 0.1 0.1 EXIStNiP DEV�.OPMENT 0.1 0.2 0.4 0.5 0.4 0.2 0.2 0.2 0. 0.4 .5 I �� 0.2 0.1 0.0 Luminaire Schedule Symbol Qty Label c- o o -o LLD UDF LLF Arr. Lum. Lumens Arr. Watts M> 16 • WN SINGLE SCV-LED-23L-SCFT-50 - 15.5' MH 1.000 1.000 1.000 U.• 191.5 i OI��OQ Al UO��IO SCV-LED-23L-SCFT-50 - 17.5' MH 1.000 1.000 1.000 24361 191.5 .•: • .� • • 1.000 Ham Oo 0 oo 25 W 1 C SINGLE TLFL-190-45-BLK - 4' MH 1.000 • ' .4 . 185.39 .. ob •k D o Wo \9.4 A 32.4 44.5 K 11 .36 \ II x - p X W W W W W W W W W 4 - 34.0 10.8 3.7 46' 6D 8.0 1 2.4 /4/.8 4. .5 0.g y ©.2y y 0y1 y y0.© 1°1 r3 1.9 2. 1 O •r .r .r .r .r .r .r .r .r O / 1. L 4.3 k5 + I: . / + 3 5.4 1 1 .7 1 '4.2 .1 2.1 3 . 4.2 6 . E 4.9 1�'. 4 0.t3 X0.1* a.1 12 6.4 12.4 0• � W W � � � � W W W � 1.. MP -RP -2019V4 y y y y y y y y + + + 5,669 SQ. FT. ®i + < + + + + �, �, 0 3 5.1 13.0 4.1 .1 4.4 4.3 3.2 ,0 b,3 FFE: 5514.33 ° L W W W W W W W W W W Z® ?. 4•I / 5 p + ° II +* + 1 .0 11.6 4 �3. 5.1 2.2 1.2 0. ©.2y y 0*1 0.® .9 ewk- + + 1� i + + + + + + + + 6 34.3 11.7 4.0 6.4 ®-3. .7 2.7 4.9 3.7 1.6 0.5 0.2 0.1 0.1 E 46 *7.7 + + + °. + + + + + + + + 1 35.3 12.7 0116:3.6 , 1.1 2.7 4.9 5.9 1.9 0.5 0.2 0.1 0.1 A a >a4. 613 10. 8.3 &7 + + + I + + + + + + + + 5 35.1 1 1 .5 3.3 .2L 1. _ _ _ �,_ :5b.8 1:8°7..,,,8 4.6 2.5 1.1 0.4 0.2 0.1 0.1 - - --= X2.4.7.ob.9 •-*7'17° '13.4'-: A + + + + f 4 + II + + + + � 32.7 10.1 2.8 1.1 0. 1.5 3. 0 II 0.6 0.5 0.2 0.1 II (, U X7.0 6.1 8.3 16.1 17.7 18.8 29.1 18.6 6.8 1. .2 2. 2.0 2.7 3.9 4. -�2� 0.7 0.2 1 II \ \\ + + + + + + + + + + + + + + + + + + II + + \�� + 8.5 X7.8 6.8 4.8 4.3 4.5 6.2 6.0 3.2 1.4 1.5 3.5 4.5 4.7 4.6 4" 2.0 3.6 6.9 9.1 �. X7.7 5.3 1.1 0.2 + + + + + + + + + + + + + + + + + + + + � + + 111+0.26. I 6.5 3.9 3.0 1.5 1.2 1.2 1.4 1.3 1.0 0.7 1.0 3.2 3.9 6.0 4.1 3.3 1.5 3.2 6.3 8.8 7.1 5.0 1.0 �I E + - +:a + .. III + .6' 0�' 0. .6 .5 0.4 0.4 0.4 0.4 0.4 0.3 0.€& 1 .6 . k.6 1.7 '0.7- 1*3 2.5 .2� \\ 1.6 .4 0.1 EXISTING STREET LIGHTS _ _ - y X PROVIDED BY OTHERS 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0 0.2 0.2 0.2 0.2 0. 1.4 2.3 1.5 - 0.5 - 0-= O==Q� 2.1 1j // 0.3 0.2 II 0.1 _- -_ - _._ _-- EXISTING (�� // (sT� FF --11 �I EXISTING EXISTING EXISTING LIGHT POLE J II I/ I LIGHT POLE LIGHT POLE LIGHT POLE 0 1 0. 0.1 0.1 0.1 0.1 0.1 0.1 0.1 EXIStNiP DEV�.OPMENT 0.1 0.2 0.4 0.5 0.4 0.2 0.2 0.2 0. 0.4 .5 I �� 0.2 0.1 0.0 Luminaire Schedule Symbol Qty Label Arrangement Description LLD UDF LLF Arr. Lum. Lumens Arr. Watts M> 16 A SINGLE SCV-LED-23L-SCFT-50 - 15.5' MH 1.000 1.000 1.000 24361 191.5 IM > 5 Al SINGLE SCV-LED-23L-SCFT-50 - 17.5' MH 1.000 1.000 1.000 24361 191.5 1.64 6 B SINGLE WST LED P2 40K VW MVOLT - 1 1 ' MH - FIXTURE BY LITHONIA LIGHTING 1.000 1.000 1.000 3512 25 W 1 C SINGLE TLFL-190-45-BLK - 4' MH 1.000 1.000 1.000 19103 185.39 ♦ 22 D SINGLE DNR52609 LED6-40K - 9' MH - FIXTURE BY ATLANTIC LIGHTING 1.000 1.000 1.000 1579 23.8 4 E SINGLE SLM- LED- 18L-SIL-FT-50-70CRI-BLK-SINGLE ON 16' POLE+2.5'BASE 1.000 1.000 1.000 19664 148.5 3 E1 SINGLE SLM-LED-18L-SIL-FT-50-70CR1-IL-BLK-SINGLE ON 16' POLE+2.5'BASE 1.000 1.000 1.000 12568 148.5 BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE THE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. THIS LIGHTING PLAN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH THE ILLUMINATING ENGINEERING SOCIETY (IES) APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO CHANGES IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS/LED'S AND OTHER VARIABLE FIELD CONDITIONS. CALCULATIONS DO NOT INCLUDE OBSTRUCTIONS SUCH AS BUILDINGS,CURBS, LANDSCAPING, OR ANY OTHER ARCHITECTURAL ELEMENTS UNLESS NOTED. FIXTURE NOMENCLATURE NOTED DOES NOT INCLUDE MOUNTING HARDWARE OR POLES. THIS DRAWING IS FOR PHOTOMETRIC EVALUATION PURPOSES ONLY AND SHOULD NOT BE USED AS A CONSTRUCTION DOCUMENT OR AS A FINAL DOCUMENT FOR ORDERING PRODUCT. Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min ALL CALC POINTS Illuminance Fc 5.48 67.3 0.0 N.A. N.A. SIDEWALK Illuminance Fc 16.85 35.3 2.4 7.02 14.71 CANOPY Illuminance Fc 47.98 67.3 29.3 1.64 2.30 INSIDE CURB Illuminance Fc 6.98 35.4 0.2 34.90 177.00 0 20 40 60 GRAPHIC SCALE IN FEET N 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 C� Z Cly U) O � o ti Z U � - Q W 06 J � W W o U U Z r N (yo or_ W 4t LU Q � 0 W W 1 Q p 06 � O U N � O Q M = O 06 KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP z 0 LU 0 z O U) LU 0' n < I I L DATE: 03/12/20 SHEET NUMBER: z O LU KUM & GO #2310 KUM & GO AT CLEAR CREEK CROSSING Catalog #: Project: GAS STATION AND CONVENIENCE STORE A Prepared By: Date: SPECIFIC DEVELOPMENT PLAN N M scottsdale° VertexTM - SCV IN THE CITY OF W RIDGE, COLORADO O� Petroleum Canopy LED Luminaire z A PART O F TH E SO UTH EAST Y40F SECTION 19J, THE SOUTHWEST / z �s Y40F29J, LV IOF SECTION 20> THE NORTHWEST SECTION AND THE M Retrofit Ordering Information W canopy- - NORTH EAST % OF SECTION 301TOWNSHIP 3 SOUTH RANGE 69The ScottsdaleO Vertex"m is the most (Method(s) to identify necessary accessories Part 11;�Follow a marketplace. • • • as New Construction New Construction Use LSI supplied conduit stem with new LSI Junction Box. 687461 WEST OF THE 6TH PRINCIPAL MERIDIAN combined • • • distributions, • _ LSI Scottsdale 4" Hole Remove existing fixture and use LSI included conduit stem with existing Scottsdale ballast box. lumen packages, - • serviceability • • Remove existing Scottsdale and use LSI included conduit stem with new LSI Junction Box. 687461 simple installation make this fixture the LSI CRU/CRUS 4" Hole (possibly with EC plates) Remove existing fixture and use LSI included conduit stem with new LSI Junction Box, 687461 Remove existing fixture and use LSI included conduit stem with existing ECTA/SCF ballast box and Encore 16" Kit. 673425 ideal canopy• •exceptionalScottsd a I e° Ve rteXTM - SCV 16" deck pan with 9" round hole Remove existing fixture and use LSI included conduit stem with LSI Junction Box and new Encore 16" Kit. 673425 design • • performance • - backed • LSI Encore Top Access Petroleum Canopy LED Luminaire (ECTA) Remove existing fixture and use LSI included conduit stem with existing ECTA/SCF ballast box and 676011 best -in -class cust• - service. LSI SCF Encore 12" Kit. 12" deck pan with 9" round hole Remove existing fixture and use LSI included conduit stem with new LSI Junction Box and new Encore 687461 12" Kit. 676011 LSI Encore (bottom access)Remove existing fixture and use LSI included conduit stem with new LSI Junction Box and new Encore 687461 ♦ �r� �� 16" an deck pan with 12" square hole SCOTTSDALE IP65 ROH -P ARRA Luminaire Ordering Guide Cree 304 16" Kit. 673425 WIRELESS Dimmable CONTROLS COMPLIANT COMPLIANT Funding Compliant 16 deck with 7.375 x 11.375 Remove existing fixture and use LSI included conduit stem with new LSI Junction Box and new Encore 687461 TYPICAL ORDER EXAMPLE: SCV LED 13L SC UNV DIM 50 WHT IMS Cree CAN -228 30 LED rectangular hole 16" Kit. 673425 Features & SpecificationsO 12" deck pan with 7.375" x 11.375" Remove existing fixture and use LSI included conduit stem with new LSI Junction Box and new Encore 687461 C & Us Family/ LED Lumen Color rectangular hole 12" Kit. 676011 Optical System LISTED , . , r�1 �J$q Size Gen Package Distribution Voltage Driver Temperature Finish Controls SCV - Petroleum LED 1 OL -10000 Lumens SC - Standard UNV - DIM - Dims to 10% 40 - 4000K2 WHT - White Blank - NONE LSI CR02 5 -hole pattern with 7" or 4" diameter • Proprietary silicone refractor optics provide exceptional coverage and Symmetric LSI CR03 (could be EC/ECTA retrofit of 9" or Remove existing fixture and use LSI included conduit stem with existing CR02/CR03/CRS junction box. uniformity in Symmetrical or Combination Forward Throw distributions. Dimensions Canopy Luminaire 13L -13000 Lumens 120-277V (0 to 1OV dimming) 50 - 5000K BLK - Black LSI CRS 12" hole) • State-of-the-art silicone optics deliver industry leading optical control with 15L -15000 Lumens BRZ- Bronze IMS45- Integral Motion & RECU p Y g p 20L - 20000 Lumens HV- Daylight Sensor Rectangular Richmond housing Use new LSI RECU Accessory Kit. 673426 an integrated gasket to provide an IP65 rated sealed optical chamber in one o � Richmond Retrofit • Component. 23L - 23000 Lumens 347-480V Consult factory for additional 3 _ Total Replacement of: Rectangular hole paint finishes ALSC AirLink Synapse p 9 • Silicone optical material does not yellow or crack with age and provides a Wireless Control System LSI Richmond 9.5" x 19.125" Remove existing fixture and use LSI included conduit stem with new LSI Rectangular Hole Kit (#TBD) 678291 WHT minimum light transmittance of 93% Cree CAN -228 60LED 7.375" x 16.125" and new LSI Junction Box. 687461 • Available in 5000K and 4000K (+/- 275K) color temperatures. 13.5" ® 15.9" 23L - 23000 Lumens SCFT' - Combination ALSCS3 - AirLink Synapse Cree CAN -228 90LED 7.375" x 20.9375" 403mm Standard Symmetric Wireless Control System with • Minimum CRI of 70. (343 m) ( ) and Forward Throw Sensor UNV (Universal 2x2) LSI Masters Surface mount 2x2 housing Use new LSI UNV Accessory Kit. 673427 2.9" LSI Dakota Electrical (74mm) Other similar 2x2 products O • High-performance driver features over -voltage, under -voltage, short-circuit o 0 687461 Remove Surface Mount Conduit hole and possible Remove existing fixture and use LSI included conduit stem with new LSI Junction Box. and over temperature protection. Box discoloration of decking [Possible need for beauty plates: 26" Beauty Plate (no holes) or 26" Beauty Plate with 4" center hole]. 357282 • 0-10V dimming (10% -100%) standard. 13.5" (343mm) 1 0„ 2.1, Accessory Ordering Information 557193WHT • (25mm) (54mm) Standard Universal Voltage (120-277 Vac) Input 50/60 Hz or optional High Description Order Number Description Order Number To install new Surface N/A SURFACE MOUNT BOX KIT (AVAILABLE SOON) 673433 Voltage (347-480 Vac).Mount Box Retrofit Panel Kit - EC / ECTA / SCF to SCV, for 16" Deck Panel with larger openings6 673425 26" X 32" Beauty Plate Kit (with 4" Center hole) 564160WHT • L80 Calculated Life: >100k Hours (See Lumen Maintenance on Page 2) 9.75" Retrofit Panel Kit - EC / ECTA / SCF to SCV, for 12" Deck Panel? 676011 Junction Box 687461 • Total harmonic distortion: <20% (248mm) Retrofit Panel Kit - RECU Richmond to SCV 673426 Kit - Hole Plugs and Sealant (enough for 25 retrofits) 1320540 • Operating temperature: -40°C to +50°C (-40°F to +122°F) when mounted to 3/4" NPS gasket Steel/Aluminum surfaces for 10L, 13L, & 15L Lumen Packages, +45°C for Retrofit Panel Kit- UNV Universal 2x2 to SCV 673427 Rectangular Top Plate Kit (includes top plate and sealant) 678291WHT ,10.0 20L Lumen Package, and +40°C for 23L Lumen Package. If mounted to a Retrofit 2x2 Cover Panel Blank (no holes) 357282 Surface Mount Box 673433 non-metallic surface, reduce ambient by 50C. Retrofit RIC Cover Panel Blank (no holes) 354702 IMS/PC Remote Configurator Tool 584929 • Power factor: >0.90 26" X 26" Beauty Plate Kit (with 4" Center hole) 557193WHT 00 00 • Input power stays constant over life. Top View FOOTNOTES: 1- Only available in 23L lumen package at 5000K color temperature. Listed under the DLC "Specialty" category. 1459 Grand Avenue i. _ ` 2 - Consult factory on lead times for 4000K CCT. Locking Collar Conduit Stem Kit 3 - Consult facto for HV with AirLink Synapse Wireless Control System. g factoryy Des Moines Iowa 50309 Aluminum locking collar and Threaded 5" x 3/4" Conduit Stem and 4 - IMS is a dual sensor (Daylight & Motion) which is field adjustable via IMS hand held remote configurator tool, which must be ordered separately. 5 - Not compatible with external dimming. P: 515-226-0128 i gasket are included and re- hardware are included to make retro- 6- Ideal for 9" to 12" openings. ° TM _ Encore 16" Accessory Kit RECU Accessory Kit UNV Accessory Kit Surface Mount Box Kit Rectangular Hole Kit Scottsdale Vertex SCV 673425 673426 673427 673433 678291WHT quired for complete seal and fitting even easier by allowing the use 7 -Ideal for 9" openings. ( ) ( ) ( ) ( ) ( ) support of canopy deck. of existing driver boxes and wiring Includes: top panel with sealant Includes cover panel, guide panel, Includes mounting panel with Includes 2" deep housing Includes cover panel, top plate, connections on top of canopy. Petroleum Canopy LED Luminaire tether clip and hardware auxiliary latch, 4 inner flange with tether kit, tether bolt hardware and sealant Encore 12" Accessory Kit brackets and hardware to attach and mounting bolts. *Assembled in USA by an American workforce of American and foreign parts using state-of-the-art equipment at our award-winning manufacturing facility in Ohio. Meets Buy American requirements within the ARRA. (676011) panel to fixture Includes: top panel with sealant LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.isi-industries.com • (513),372-3200 . ®LSI Industries Inc. All Rights Reserved. 08/7/18 Z Photometry C/) Luminaire photometry has been conducted by an NVLAP accredited testing laboratory in accordance with IESNA LM -79-08. U) Scottsdale° VertexTM - SCV As specified by IESNA LM -79-08 the entire luminaire is tested as the source resulting in a luminaire efficiency of 100%. o FAL See http://www.Isi-industries.com/products/led-lighting-solutions.aspx for detailed photometric data. Scottsdale" VertexTM _ SCV Qf Petroleum Canopy LED Luminaire U o SC SCFT Petroleum Canopy LED Luminaire LU 06 Features & Specifications Cont. Performance LU W o J Electrical(continued) ��� Controls OC � �V z M � Q • Field replaceable surge protection device meets a minimum Category C Low DELIVERED LUMENS* 4000K 500oK g'� Occupancy Sensor / Daylight Sensor (IMS) IMS Coverage Diagram M w operation (per ANSI/IEEE C62.41.2). �� Optional integral passive infrared motion and daylight sensor activates SIDE VIEW � I"V • High -efficacy LEDs are mounted to 4 circuit boards to maximize heat Delivered Delivered g Y () Lumens Lumens Efficacy Lumens Efficacy Wattage switching of luminaire light levels. Standard Factory settings: High level light o, Q dissipation g' is activated and increased to full bright upon detection of motion. Low light w • Components are full encased in potting material for moisture resistance. 10L 10,218 156 10,306 156 66 ° p Y p 9 level 30 /° maximum drive current Is activated when target zone is absent _ J CZ Driver complies with FCC standards. 13L 12,793 153 12,933 153 84 of motion activity for -5 minutes. See coverage diagram for detection cone. • A single fastener secures access door to driver and key components and Optional configurator tool allows for easy and safe programming of each U z p g Y p 9 9 to' ------ 15L 15,209 150 15,411 150 103 - provides quick &easy access to the electrical compartment for servicing. CANOPY COMPARISON luminaire from the ground level. .,, ` 20L 20,083 153 20,141 155 130 � N J Construction Lumens/ Canopy/ Canopy *Transition 15 Q L 23SC 22,652 149 23,150 152 153 Canopy Layout Fixture QTY Fixture Lumens Fixture Watts Canopy/Avg. • Rugged low -profile die-cast aluminum housing, optical unit, and driver cover. 23L(SC) Watts watts watts/sq. Ft. Area Avg. IMS/PC Remote Configurator Tool • Ultra -slim 2" luminaire height and lightweight design effectively target a 23L (SCFT) N/A N/A 24,361 127 192 1 SCV-LED-13L-SC-50 18 12,933 84.3 153 1,717 0.39 35.41 3.43 20' lO broad range of applications and allow for easy installations. *LED Chips are frequently updated therefore values are nominal. 2 SCV-LED-IOL-SC-50 12 10,306 66.1 156 1,942 0.50 34.34 9.58 ® 20' 18' 15' 12' 9' 6' 3' o' 3' 6' 9' 12' 15' 18' 20' �n • Below canopy access to optical chamber and driver housing for serviceability. V • IP65 rated optical unit protects integral components from low pressure water ELECTRICAL DATA - Current Draw (Amps)*06 SCV LED 23L SCFT 50 6 24,361 191.5 127 jets from any direction.Lumens 120V 208V 240V 277V 347V 480V 3 SCV-LED-13L-SC-50 12 12,933 84.3 153 2,161 0.56 39.43 9.70 TOP VIEW • Luminaire is proudly manufactured in the U.S. of U.S. and imported parts. 1oL 0.55 0.32 0.28 0.24 0.19 0.14 SCV LED 23L SCFT 50 6 24,361 191.5 127 `� �' 20' • Fixtures are finished with LSTs DuraGrip° polyester powder coat finishing nl� process. The DuraGrip finish withstands extreme weather changes without13L 0.70 0.41 0.35 0.30 0.24 0.18 4 SCV-LED-I5L-SC-50 12 15,410 103.0 150 2,385 0.62 44.23 9.80 cracking or peeling. Other standard LSI finishes available. Consult factory. 15L 0.86 0.50 0.43 0.37 0.30 0.21 SCV-LED-23L-SCFT-50 6 24,361 191.5 127 10' •Shipping weight: 15 lbs in carton. 20L 1.09 0.63 0.54 0.47 0.38 0.27 5 SCV-LED-20L-SC-50 12 20,141 130.3 155 2,713 0.70 53.38 10.03 11 0o `• 40' Hazardous Location 23L (SC) 1.27 0.73 0.64 0.55 0.44 0.32 SCV-LED-23L-SCFT-50 6 124,361 191.5 127 • Designed for lighter than air fuel applications. Product is suitable for Class 23L (SCFT) 1.60 0.92 0.80 0.69 0.55 0.40 6 SCV-LED-23L-SC-50 12 23,150 152.5 152 2,979 0 59.22 10.16 10' KG PROJECT TEAM: 1 Division 2 with all lumen packages and distributions only when properly installed per LSI installation instructions. *Electrical data at 25C (77F). Actual wattage may differ by +/-10%. SCV LED -23L SCFT 50 6 24,361 191.5 127 RDM: ROBERT FIEBIG • . T� � 20, T5 Temperature Classification -The surface temperature of this product will not rise above 100°C., within a 40°C ambient. *Initial foot-candle values atgrade. 20' 10' 0' 10' 20' SC DISTRIBUTION RECOMMENDED LUMEN MAINTENANCE' AirLinK SDM: DAN GARNEAU Gas Groups A,B,C, and D - Group A: Acetylene / Group B: Hydrogen / Group TeAmbient Temperature Lumen Multiplier (18)13L Symmetrical Fixtures (12) Symmetrical AND (6) Combo FT Fixtures CPM: BRETT STUPP C: Propane and Ethylene / Group D: Benzene, Butane, Methane & Propane. C 0 hrs.2 25K hrs.2 50K hrs.2 75K hrs.3 100K hrs.3 enabled by Synapse° Controls 25 1.00 0.96 0.92 0.88 0.84 • Optional integral passive infrared motion and daylight sensor activates 30 1.00 0.96 0.91 0.87 0.83 switching of luminaire light levels (see page 5 for details). 35 1.00 0.96 0.91 0.87 0.83 Wireless Lighting Controller ALSC/ALSCS Specifications g 9 ( ) p •LSTs AirLink wireless control system options reduce energy and 40 1.00 0.96 0.91 0.87 0.83L -I 0 f, The AirLink integrated controller is a California Title 24 compliant lighting Regulatory Approvals maintenance costs while optimizing light quality 24/7 (see page 6 for details). 45 1.00 0.96 0.91 0.87 0.82 _ _ controller that provides real-time light monitoring and control with utility -grade FCC, IC, CE certified Installation Lo LO power monitoringIt includes a 24V sensor input and power supply to connect . 1 -Lumen maintenance values at 25°C are calculated per TM -21 based on LM -80 data and CULUS Listed z 0 •Installs in a 12" or 16" deck pan. in-situ luminaire testing. r "LIi I up to two (2) sensors into the outdoor AirLink wireless lighting system. • Four fasteners are provided with the fixture for using sing deck, metallic 2- In accordance with IESNA TM -21-11, Projected Values represent interpolated value based- California Title 24 compliant on time durations that are within six times (6X) the IESNA LM -80-08 total test duration , , Features canopy substrates only when classified as suitable for use by installing (in hours) for the device under testing ((DUT) i.e. the packaged LED chip). • 2% Utility Grade Power Monitoring Power and Performance 0 z professional otherwise suitable fasteners should be provided by others. » 3 - In accordance with IESNA TM -21-11, Calculated Values represent time durations that ° • Operating environmental: -40°F to 131 °F -40°C to 55°C times NA LM total test duration hours) for the device testing • Up to 80% Savings through smart dimming 9 ( ) o O • Unit is designed to quickly retrofit into existing Scottsdale (4) hole. exceed six -80-08 (in under • Input ower: 100-277 VAC +/- 10%305V 47/64 Hz ((DUT) i.e. the packaged LED chip). True On/Off functionality via switched relay p p (Max( ) z0 •Aluminum locking collar and gasket are included and required for complete seal i • Seamlessly integrates into the outdoor AirLink wireless lighting control • Switched output: Default ON; Zero Cross Switching � and ort of cavo deck. pp canopy Retrofit panels are available for existing Encores, Richmond, 2x2 Universal, SCFT DISTRIBUTION RECOMMENDED LUMEN MAINTENANCE Ambient solution & Self -healing Mesh Networking Load rating: 5A @ 100V to 277V (+/-10%) U)• j i and more (see accessories on page 3). Lumen Multiplier Temperature Canopy I t • Relay closes on power loss • Dimming: 0-10V control; Output: Class 1/2 - 20mA Source Max / 50mA LU L1J Warranty C 0 hrs.2 25K firs. 50K hrs.2 75K hrs.3 100K hrs.3 25 1.00 1.00 1.00 0.99 0.99 Supports a wide range of LED drivers and fixtures Sink Max • LSI LED Fixtures carry a 5 -year warranty or 10 -year warranty with 30 1.00 1.00 0.99 0.99 0.99 Class 1 /Class 2 0-10V Dimming Control Power monitoring: Utility grade - 2% accuracy registration for petroleum applications only (contact your LSI representative 35 1.00 1.00 0.99 0.99 0.99 Direct Connect up to two (2) to 24V Occupancy Sensors and Photocells • Sensors inputs: 0-10V (photocell sensors), 0-24V (all other sensors); LU for details). (consult sales for compatible list) Sensor power supply: 24VDC @ 50mA Q Listings 40 1.00 1.00 0.99 0.99 0.99 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 - www.Isi-industries.com • (513) 372-3200. OLSI Industries Inc. All Rights Reserved. 08/7/18 • Secure, over -the -air upgrades to support future enhancements Other • Listed to UL 1598 and UL 8750. 1 - Lumen maintenance values at 25°C are calculated per TM -21 based on LM -80 data and in-situ luminaire testing. Excellent RF Range-1,000ft LOS between controllers • Radio: SNAP 2.4 GHz; 802.15.4; +20 dBm Transmit Power; -105 dBm • ROHS Compliant. 2- In accordance with IESNA TM -21-11, Projected Values represent interpolated value based Lights default to on for safety Receive Sensitivity • State of California Title 24 Compliant with IMS or ALSC/ALSCS option. on time durations that are within six times (6X) the IESNA LM -80-08 total test duration • Warranty: 5 ears Y a • American Recovery and Reinvestment Act Funding Compliant. (in hours) for the device under testing ((DUT) i.e. the packaged LED chip).' 3- In accordance with IESNA TM -21-11, Calculated Values represent time durations that DATE: • Lighting Facts Approved. exceed six times NA LM -80-08 total test duration (in hours) for the device under testing • IP65 Rated Optical Unit. • DesignLights Consortium° (DLC) qualified product. Not all versions of this ((DUT) i.e. the packaged LED chip). Support More information .. controlssu ort@Isi-industries.com For more information on AirLink, visit our LIGHTING STRUCTURE DETAIL LABELS A/A1 ® Sales pp O 03/12/20 - controls.sales@Isi-industries.com product may be DLC qualified. Please check the DLC Qualified Products List 1 (800) 436 7800 (support, option 8) website at www.isi-airlink.com/airlink /Al at www.designlights.org/QPL to confirm which versions are qualified. SHEET NUMBER: LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com . (513),372-3200. ®LSI Industries Inc. All Rights Reserved. 08/7/18 LSI Industries Inc.10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com - (513) 372-3200 • aLSI Industries Inc. All Rights Reserved. 08/7/18 KUM & GO #2310 Specifications Luminaire Height: 8-1/2" (21.59 cm) Width: 17" (43.18 cm) Depth: 10-3/16" (25.9 cm) Weight: 20 lbs (9.1 kg) I-w� -I n Optional Back Box (PBBW) Orr Height: (10.2 cm) Width: -1/2", (14.0 cm) Depth: 1-112" (3.8 cm) FOR 3/4" NPT � 6 SIDE -ENTRY H FOR 1/4" MOUNTING BOLTS Optional Back Box (BBW) Height: 4" 27K 1700 K (102 cm) Width: 5-1/2" 3,000 Lumen package (14.0 cm) Depth: 1 E7WHR .s/m} W For 3/4" NPT p side -entry o ° 40 conduit ® H O ° ° O WST LED Catalog Number Architectural Wall Sconce I Notes FC E.c. rll�rrE Type ' NIGHTTIME+ (. O r t FRIENDLY �qp aB�W C°MGLIANi V',+ Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system -level interoperability. • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL° controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperability) • This luminaire is part of an A+ Certified solution for ROAM° or XPointTM Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background' To learn more about A+, visit www.acuitybrands.com/aplus. See ordering tree for details. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam; Link to DTL DLL �+ �/ �/ • • • One Lithonia Way Conyers, Georgia 30012 Phone: 800.279.8041 www.lithonia.com IFALIJ1-i�aT1rI� Y Y g Ll lffr I v © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. "now KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST Y40F SECTION 19J, THE SOUTHWEST Y4 OF SECTION 20J, THE NORTHWEST Y40F SECTION 29J, AND THE NORTHEAST Y40F SECTION 301TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN } A+ Capable options indicated ' by this color background. EXAMPLE: WST LED P1 40K VF MVOLT DDBTXD WST LED WST LED P1 1,500 Lumen package 27K 1700 K VF Visual comfort forward throw 2771; NEMA twist -lock receptacle only (controls ordered separate) e 3,000 Lumen package 30K 3000 K VW Visual comfort wide 1201 347 E7WHR P3 6,000 Lumen package 4000 K Seven -wire receptacle only (controls ordered separate) a 2081 4801 (remote 7W)11,11 PIR 50K 5000 K E20WH 2401 Shipped included (blank) Surface mounting bracket Shipped separately BBW Surface -mounted back box' PBBW Premium surface -mounted back box" PE Photoelectric cell, button types E7WC Emergency battery backup, Non CEC compliant (cold, PER NEMA twist -lock receptacle only (controls ordered separate) e Ordered and shipped separately. 7W)10,1" PERS Five -wire receptacle only (controls ordered separate) 6 E7WHR Remote emergency battery backup, Non CEC compliant PERT Seven -wire receptacle only (controls ordered separate) a 12 Comes with PBBW. (remote 7W)11,11 PIR Motion/Ambient Light Sensor, 8-15' mounting height',' E20WH Emergency batter pack 18W constant ower, CEC compliant ° y p p PIR1 FC3V Motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at lfc'"I E20WC Emergency battery pack -20°C 18W constant power, PIRH 180° motion/ambient light sensor, 15-30' mounting height''' U CEC comp Ian PIRH1 FC3V Motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 1fc" E23WHR Remote emergency battery backup, Non CEC compliant SF Single fuse (120, 277, 347V)1 V (remote 20X1°-11'13 DF Double fuse (208, 240, 480V)1 LCE Left side conduit entry14 DS Dual switching' RCE Right side conduit entry's E7WH Emergency battery backup, Non CEC compliant (7W)16 Q M Shipped separately • V RBPW Retrofit back plate' 06 VG Vandal guard's WG Wire guard" DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DSSXD Sandstone DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white DSSTXD Textured sandstone Accessories NOTES 8 Reference Motion Sensor table. 3V (37%) Output 1 MVOLT driver operates on any line voltage from 120-277V (50/60 9 Not available with Emergency options, PE or PER options. Ordered and shipped separately. Hz). 10 Not available with 347/48OV. WSTV(PBBW DDBXD U Premium Surface -mounted back box 2 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) 11 Battery pack rated for -20° to 40°C. rir���lwh� ` requires 208V, 240V or 48OV. 12 Comes with PBBW. WSBBWDDBTXU Surface -mounted back box 3 Also available as a separate accessory; see accessories information. P Y 13 Warranty period is 3 -years. RBPWDDBXD U Retrofit back plate 4 Top conduit entry standard. 14 Not available with BBW. ■■I�rl 5 Need to specify 120, 208, 240 or 277 voltage. 15 Must order with fixture; not an accessory. ■NEI■I■■I■■■■I 6 Photocell ordered and shipped as a separate line item from Acuity U Z Brands Controls. Shorting Cap included. UJ 7 Not available with VG or WG. See PER Table. Alternate Emergency Battery Operation The emergency battery backup is integral to the luminaire - no external housing required! This design provides reliable emergency operation while maintaining the aesthetics of the product. All emergency backup configurations include an independent secondary driver with an integral relay to immediately detect AC power loss, meeting interpretations of iii i .+ Ji vl ;,u.1 The emergency battery will power the luminaire for a minimum duration of 90 minutes (maximum duration of three hours) from the time supply power is lost, per Internntlnmd Building Code Section 10C and NFPA 101 Life Safety Code Section 7.9, provided luminaires are mounted at an appropriate height and illuminate an open space with no major obstructions. The examples below show illuminance of 1 fc average and 0.1 fc minimum of the P1 power package and VF distribution product in emergency mode. $`, H 12` H • 6' MH 12' MH lr 10'x 10' Gridlines 19-'' 10'" Wand 12' Mounting Height - = 1.0 fc av8. 0.1 fc min. 8 - k \\\ 1.0 fc Yom•'.• 0.1 fc min. WST LED P1 27K VF MVOLT E7WH WST-LEID. LITH47YVIA One Lithonia Way + Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com Rev. 11/01/17 Liamf,�%rT © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. WST LED P2 40K VF MVOLT E20WH • ! :. _ To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's WST LED homepage. Isofootcandle plots for the WST LED P3 40KVF and Wd. Distances are in units of mounting height (10'). Distribution overlay comparison to 175W metal halide. a w s � WST LED =0.95 WST LED P3 40K VF w F WST 175M FT Probe, 12' Mounting Ht FEATURES & SPECIFICATIONS INTENDED USE The classic architectural shape of the WST LED was designed for applications such as hospitals, schools, malls, restaurants, and commercial buildings. The long life LEDs and driver make this luminaire nearly maintenance -free. CONSTRUCTION The single -piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine heat sinks and promote long life. The driver is mounted in direct contact with the casting for a low operating temperature and long life. The die-cast door frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, providing an IP65 rating for the luminaire. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum, sandstone and white. Available in textured and non -textured finishes. OPTICS Well crafted reflector optics allow the light engine to be recessed within the luminaire, providing visual comfort, superior distribution, uniformity, and spacing in wall -mount applications. The WST LED has zero uplight and qualifies as a Nighttime FriendlyTM product, meaning it is consistent with the LEED'a and Green GlobesTM criteria for eliminating wasteful uplight. WST-LED Rev. 11/01/17 ELECTRICAL Light engine(s) consist of 98 high -efficacy LEDs mounted to a metal core circuit board and integral aluminum heat sinks to maximize heat dissipation and promote long life (100,000 hrs at 40°C, L87). Class 2 electronic driver has a power factor >90%, THD <20%. Easily - serviceable surge protection device meets a minimum Category B (per ANSI/IEEE C62.41.2). INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wiring connections. LISTINGS CSA certified to U.S. and Canadian standards. Luminaire is IP65 rated. PIR and back box options are rated for wet location. Rated for -30°C to 40°C ambient. DesignLights Consortiums (DLC) Premium qualified product. Not all versions of this product may be DLC Premium qualified. Please check the DLC Qualified Products List at -s' -,nlights.org/QPL to confirm which versions are qualified. WARRANTY 5 -year limited warranty. Complete warranty terms located at: .vww. acu itybrands,com/CustomerResources/Terms_and_conditlons.aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. LIGHTING STRUCTURE DETAILS - LABEL B Lumen Ambient Temperature (LAT) Multipliers Electrical Load Use these factors to determine relative lumen output for average ambient temperatures 40 from 0-40'C (32-104°F). " 120 208 240 277 347 480 0°C 32°F 1.03 11 0.1 0.06 0.05 0.04 --- --- 10°1 50°F 1.02 P1 14 -- --- - --- 0.04 0.03 20'C 68'F 1.01 25'C 77°F 1.00 P1 DS 14 0.12 0.07 0.06 0.06 - - 30°C 86°F 0.99 25 0.21 0.13 0.11 0.1 --- - 40'C 1047 0.98 P2 30 --- - - - 0.09 0.06 P2 DS 25 0.21 0.13 0.11 0.1 Projected LED Lumen Maintenance Values calculated according to IESNA TM -21-11 methodology and valid up to 40°C. 50 0.42 0.24 0.21 0.19 - P3 56 -- --- --- --- 0.16 0.12. +. 0 25,000 50,000 100,000 P3 DS 52 0.43 0.26 0.23 0.21 - --- 1.0 >0.95 >0.92 >0.87 *PI R or PIRH 3V (37%) Output 10V (100%) Output Enabled @ 5F( 3 sec 5 min 5 min PIR1F(3V or PIRH1 F(3V 3V (37%) Output 10V (100%) Output rir���lwh� ` 11 rAFI�tIIi115 Nk 5 min ��['�I�i��ly�►! ��I�I � , 11f,'�'�li i►.�I)1111 W Futureproof* with MotionA ■■I�rl il■■I ' ■NEI■I■■I■■■■I ■■I ■■■■■■■■I U Z Will not work UJ , a w s � WST LED =0.95 WST LED P3 40K VF w F WST 175M FT Probe, 12' Mounting Ht FEATURES & SPECIFICATIONS INTENDED USE The classic architectural shape of the WST LED was designed for applications such as hospitals, schools, malls, restaurants, and commercial buildings. The long life LEDs and driver make this luminaire nearly maintenance -free. CONSTRUCTION The single -piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine heat sinks and promote long life. The driver is mounted in direct contact with the casting for a low operating temperature and long life. The die-cast door frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, providing an IP65 rating for the luminaire. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum, sandstone and white. Available in textured and non -textured finishes. OPTICS Well crafted reflector optics allow the light engine to be recessed within the luminaire, providing visual comfort, superior distribution, uniformity, and spacing in wall -mount applications. The WST LED has zero uplight and qualifies as a Nighttime FriendlyTM product, meaning it is consistent with the LEED'a and Green GlobesTM criteria for eliminating wasteful uplight. WST-LED Rev. 11/01/17 ELECTRICAL Light engine(s) consist of 98 high -efficacy LEDs mounted to a metal core circuit board and integral aluminum heat sinks to maximize heat dissipation and promote long life (100,000 hrs at 40°C, L87). Class 2 electronic driver has a power factor >90%, THD <20%. Easily - serviceable surge protection device meets a minimum Category B (per ANSI/IEEE C62.41.2). INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wiring connections. LISTINGS CSA certified to U.S. and Canadian standards. Luminaire is IP65 rated. PIR and back box options are rated for wet location. Rated for -30°C to 40°C ambient. DesignLights Consortiums (DLC) Premium qualified product. Not all versions of this product may be DLC Premium qualified. Please check the DLC Qualified Products List at -s' -,nlights.org/QPL to confirm which versions are qualified. WARRANTY 5 -year limited warranty. Complete warranty terms located at: .vww. acu itybrands,com/CustomerResources/Terms_and_conditlons.aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. LIGHTING STRUCTURE DETAILS - LABEL B Lumen Ambient Temperature (LAT) Multipliers Electrical Load Use these factors to determine relative lumen output for average ambient temperatures 40 from 0-40'C (32-104°F). " 120 208 240 277 347 480 0°C 32°F 1.03 11 0.1 0.06 0.05 0.04 --- --- 10°1 50°F 1.02 P1 14 -- --- - --- 0.04 0.03 20'C 68'F 1.01 25'C 77°F 1.00 P1 DS 14 0.12 0.07 0.06 0.06 - - 30°C 86°F 0.99 25 0.21 0.13 0.11 0.1 --- - 40'C 1047 0.98 P2 30 --- - - - 0.09 0.06 P2 DS 25 0.21 0.13 0.11 0.1 Projected LED Lumen Maintenance Values calculated according to IESNA TM -21-11 methodology and valid up to 40°C. 50 0.42 0.24 0.21 0.19 - P3 56 -- --- --- --- 0.16 0.12. +. 0 25,000 50,000 100,000 P3 DS 52 0.43 0.26 0.23 0.21 - --- 1.0 >0.95 >0.92 >0.87 *for use with centrilize Dusk to Dawn PER Table *PI R or PIRH 3V (37%) Output 10V (100%) Output Enabled @ 5F( 3 sec 5 min 5 min PIR1F(3V or PIRH1 F(3V 3V (37%) Output 10V (100%) Output Enabled @ 1 F( 3 sec 5 min 5 min *for use with centrilize Dusk to Dawn PER Table Wired to dimming leads on driver Wired to dimming leads on driver Wired to dimming leads on driver Wired to dimming leads on driver Wired to dimming leads on driver Lumen Output Lumen values are from photometric tests performed in accordance with IESNA L!v1-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Wires Capped inside fixture Wires Capped inside fixture Wires Capped inside fixture Wires Capped inside fixture Wires Capped inside fixture rU) V Photocontrol Only (On/Off) A Wired to dimming leads on driver A ROAM O Wired to dimming leads on driver A ROAM with Motion A Wired to dimming leads on driver A Futureproof* A Wired to dimming leads on driver W Futureproof* with MotionA Wired to dimming leads on driver W Recommended Of U Z Will not work UJ 4t Alternate V J *Futureproof means: Ability to change controls in the future. U Q Wired to dimming leads on driver Wired to dimming leads on driver Wired to dimming leads on driver Wired to dimming leads on driver Wired to dimming leads on driver Lumen Output Lumen values are from photometric tests performed in accordance with IESNA L!v1-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Wires Capped inside fixture Wires Capped inside fixture Wires Capped inside fixture Wires Capped inside fixture Wires Capped inside fixture OA' Lf�fi��7fVjA One Lithonia Way + Conyers, Georgia 30012 Phone: 800.279.8041 www.lithonia.com LfGHT/NG © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. 14IIIIIEW WST-LED Rev. 11/01/17 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 0 Z rU) V �_�_����_�_� I I �__���� i• I I I �_ O O ®®®000��■00®®■000®■000 U ti OA' Lf�fi��7fVjA One Lithonia Way + Conyers, Georgia 30012 Phone: 800.279.8041 www.lithonia.com LfGHT/NG © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. 14IIIIIEW WST-LED Rev. 11/01/17 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 0 Z KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP Z O 0- 0' U 0 W 0 Z 0 U) > W W F - Q r) Z O UJ <L DATE: 03/12/20 SHEET NUMBER: 11 OF 17 KUM & GO #2310 rU) V O O O U ti W 06 LU W O Of U Z N UJ 4t UJ V J U Q 11-ke Z � N Q M O • V 06 KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP Z O 0- 0' U 0 W 0 Z 0 U) > W W F - Q r) Z O UJ <L DATE: 03/12/20 SHEET NUMBER: 11 OF 17 KUM & GO #2310 Catalog # . Project Prepared By: Date Features & Specifications Performance 4500K Delivered Lumens Efficacy Wattage 19,106 103.9 183.85 Optical System • LSI flood lights utilize individual lenses for maximum light intensity. • Lenses are made of optical grade acrylic guaranteeing more footcandles, less glare and less wasted light. • 4500K color temperature. • Minimum CRI of 72 Electrical • High-performance driver features over -voltage, under voltage, short-circuit and over temperature protection. • 0-10 volt dimming (10% -100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz • L70 Calculated Life: >100k Hours • Total harmonic distortion: <20% • Power factor: >.85 • Input power stays constant over life. • Driver Off -State Power is 0 watts. • Components are fully encased in potting material for moisture resistance. Driver complies with FCC standards. Driver and key electronic components can easily be accessed. • Minimum 2.5kV surge rating Construction • Rigid Precision Die cast -aluminum housing for durability and consistency. • Vertical fins serve as a heat sink and resist accumulation of dust and debris. • The Patent Pending thermal stacking heat removal technology extracts heat from within the housing moving it away from LEDs and integral components. • Luminaire is proudly manufactured and tested in the U.S. 1 VRov�HS c OL us A lR R ng CompA Dimmable Dimensions LISTED Design is Protected by US Patent Ci-4MPLIAN' i D740,997 Weight 30 lbs. (with Trunnion) 31 lbs. (with Slipfitter) EPA 1.29 12.78" 19.94" 9.63" 1i I 6.34" 6.51" 16.27" 15.96" 6.34 I L10.78" LSI Industries Inc 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com • (513) 372-3200 • ©LSI Industries Inc. All Rights Reserved. Features & Specifications (Cont. • Fixtures are finished with LSI's DuraGrip® polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. Other standard LSI finishes available. Consult factory • Shipping weight: with Trunnion (standard) 30 lbs / with Slipfitter 31 lbs Controls • Optional electronic button Photocontrol. • Apertures for field or factory installed photocontrol. Warranty • LSI LED Fixtures carry a 5 -year warranty. • 1 Year warranty on optional Button Photocell. Listings • Listed to UL 1598 and UL 8750. • CSA Listed • RoHS Compliant. • DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. • American Recovery and Reinvestment Act Funding Compliant. • Lighting Facts Approved. • Suitable For Wet Locations Finishes • Bronze is standard. Consult factory for pricing and lead time for other options. Mounting Detail Slipfitter Trunnion (standard) Fits 2-3/8.37" O O O " Tenon 7 1 1 1 1 1 1.24" .98" 1.24" Luminaire Ordering Guide TYPICAL ORDER EXAMPLE: TLFL 190W 45K BZ PC120 Enerav Savings 07/14/17 LED HID Watts Wattage Annual Cost Total Source Wattage Annual Wattage Used Cost Annual Savings 190 $83 250 285 $150 $67 400 458 $226 $143 1000 1080 $513 $430 Photometrics lighting facts Light Output (Lumens) 19106 Watts 183.85 Lumens per Watt (Efficacy) 103.92 Color Accuracy Co RendwsN Index ICRI) 71 20.9W d ® 27WK 30WK 4500K 65" Visit www.lightingfacts.corn for the Label Reference Guide T.- L, ,e A ­ R, KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST Y40F SECTION 19, THE SOUTHWEST OF SECTION 20, THE NORTHWEST Y40F SECTION 29, AND THE NORTHEAST Y40F SECTION 301TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN architectural RECESS -ED LED 6" open 11007 15009 2000 or 3000 lumens frame -in kit ■ Universal mounting brackets provide tool -less adjustability and will accept the supplied hanger bars or optional #517 and #520 Caddy bars. Also accepts C channel. ■ Electrogalvanized plated steel hanger bars are included as factory standard. Bars extend to 24" and offer self -nailing and additional mounting features. Philips Fortimo DLM LED Module ■ Remote phosphor technology ■ 80+ CRI ■ Rated Life: 50,000 hours at 70% lumen maintenance (L70) when maintained in a 45°C ambient environment with open air flow. Ambient temperatures lower than 450C may extend life of module. 5 -year warranty. Philips Xitanium Electronic LED Driver ■ Dimmable, instant 100% light (5%-100%) via: 0-1 OV protocol Passive Heat Sink ■ Black anodized aluminum This LED fixture is intended for non -IC applications, insulation must be kept 3" away from fixture on all sides. Not for use within enclosures. Listed for Damp Location. Tested and Listed by ETL to UL1598 and CSA C22.2 #250. Tested to LM79. ENERGY STARS qualified (120V/277V and with standard driver only). Photometrics at atlantic- Iighting. com. Specifications and dimensions „t iIICA subject to change without notice.A 1100 2700K 10.3W 1100 3000K 10.1 W 1100 3500K 9.6W 1100 4000K 9.2W 1500 2700K 15AW 1500 3000K 14.5W 1500 3500K 13.8W 1500 4000K 13.2W ATLANTIC LIGHTING R.O. 0 61/2" Maximum ceiling thickness 1 1/2" 8 3/4' 11/211 TRIM KIT open reflector 6LED10 Standard open 600 beam angle baffled reflector 6LED11 Black multi -groove baffle 6LED12 White multi -groove baffle Note: Polished flange not available on baffled reflector. Precision spun .052 aluminum self -flanged reflector offered in clear with optional finishes, and in white. Flange is white as factory standard, optional polished flange will match reflector finish. Contact factory for optional reflector colors. Project: ....._..... ............. Type: Catalog number: ordering data FRAME -IN KIT SERIES ................ LED6 2000 2700K 22,3W 2000 3000K 20.9W 2000 3500K 19.9W 2000 4000K 18.9W 3000 2700K 39,1 W 3000 3000K 37,1 W 3000 3500K 35,8W 3000 4000K 34.OW R.O. 0 61/2" Maximum ceiling thickness 1 1/2" 8 3/4' 11/211 TRIM KIT open reflector 6LED10 Standard open 600 beam angle baffled reflector 6LED11 Black multi -groove baffle 6LED12 White multi -groove baffle Note: Polished flange not available on baffled reflector. Precision spun .052 aluminum self -flanged reflector offered in clear with optional finishes, and in white. Flange is white as factory standard, optional polished flange will match reflector finish. Contact factory for optional reflector colors. Project: ....._..... ............. Type: Catalog number: ordering data FRAME -IN KIT SERIES ................ LED6 LED6 Architectural 6" LED LUMENS* .......................... DLM11 1100 lumen module DLM15 1500 lumen module DLM20 2000 lumen module DLM30 3000 lumen module COLOR TEMPERATURE .....i PF 27K 2700K Internal test switch hole. 3K 3000K 35K 3500K 4K 4000K VOLTAGE .............. ......... U Universal 120V -277V 1 120V (for dimming options) 2 277V (for dimming options) 3 347V Step down transformer DIMMING 72.1 0-1 OV DC standard, leave 24.2 box blank. Use "U" voltage. LDE Lutron® EcoSystem® Efficacy: 65 (100%-1 %, Fade-to-BlackTM) LTE Lutron® 2 -wire forward -phase 8' (100%-1 %) (120V only) All optional drivers require voltage to be specified. 1313 OPTIONS .......................... LEM Emergency Pack, Bodine 72.6 #BSL17C-C2 or equivalent 8.7 Requires large frame. ILEM Internal EM with test button Lumens: 798 in reflector CP Chicago Plenum TRIM KIT .......................... 4 4 4 Refer to left for part numbers. BZ - Bronze Specify finish & other below. Finishes Zone CL Specular clear SS Semi -specular clear HZ Haze clear (etched) WH Matte white PF Polished flange ITS Internal test switch hole. 1081 Must be specified with ILEM. GS Gasket under flange 'Listed lumens and wattages are component measurements. See photometrics for fixture values. P/N Example: LED6-DLM1 1 -27K-U / 6LED10-CL LED6-DLM11-27K-U /6LED10-CL series lumens voltage other temp options trim kit finish T: 508 678-5411 F: 508 678-5400 www.atlantic-lighting.cc)m 101415 NP14-002 PRODUCT NUMBER: LED6-DLM11-35K-611LED10CL ZONAL LUMEN SUMMARY CONE OF LIGHT BZ - Bronze PC120 -120V Button Photocontrol Frame: 6" LED downlight Zone Lumens % Lamp Mounting FC/00 Beam FC/00 Beam Reflector: 6" specular clear reflector 0-30 710 64.5 Height 1081 Spread Height Reflector: 6" specular clear reflector Classification: direct 0-40 789 71.7 4' 54.4 4.6" 85.4 4' 79.4 0-60 793 72.1 6' 24.2 6.9" 1309 87.3 Efficacy: 65 0-80 796 72.4 8' 13.6 9.2" 0-80 1313 Watts: 12.2W 0-90 798 72.6 10' 8.7 11.5 Watts: 17W 0-90 Lumens: 798 90-180 0 0.0 12' 6.0 13.9" Lumens: 1313 90-180 0-180 798 72.6 8.8 10.7" S/MH ratio: 1.02 0-180 1313 87.5 16' 3.4 18.5 Test Report/IES file: UL31030B ABSOLUTE TEST PRODUCT NUMBER: LED6-DLM15-35K-6LED10CL ZONAL LUMEN SUMMARY CONE OF LIGHT BZ - Bronze PC120 -120V Button Photocontrol 415 37.7 Frame: 6" LED downlight Zone Lumens % Lamp Mounting FC/00 Beam 45' Frame: 6" LED downlight Zone Lumens % Lamp Reflector: 6" specular clear reflector 0-30 1081 72.1 Height Reflector: 6" specular clear reflector Spread Height Spread Of U Classification: direct 0-40 1282 85.4 4' 79.4 3.6" 1'� J wx`J 0-60 1309 87.3 6' 35.3 5.4" 0-80 1578 78.9 8' 26.4 5.5" Efficacy: 77 0-80 1313 87.5 8' 19.9 7.2' W Watts: 17W 0-90 1313 87.5 10' 12.7 8.9" 0-180 1576 79.0 Lumens: 1313 90-180 0 0.0 12' 8.8 10.7" 0-180 1313 87.5 ° S/MH ratio: 1.10 PRODUCT NUMBER: LED6-DLM30-35K-6LED10CL ZONAL LUMEN SUMMARY CONE OF LIGHT 16' 5.0 14.3" Frame: 6" LED downlight Zone Lumens % Lamp Test Report/IES file: ATI -20141 ABSOLUTE TEST* Setback 190w 45K - 4500K BZ - Bronze PC120 -120V Button Photocontrol 415 37.7 0-40 PRODUCT NUMBER: LED6-DLM20-35K-61LED10CL ZONAL LUMEN SUMMARY CONE OF LIGHT 998 ° 0-80 45' Frame: 6" LED downlight Zone Lumens % Lamp Mounting FC/00 Beam 91.9 HV - 374-480V Universal Voltage 0 Average Reflector: 6" specular clear reflector 0-30 1402 70.1 Height Spread Of U Z Footcandles Classification: direct 0-40 1571 78.6 4' 105.5 2.8" 1-0 / Q 1'� J wx`J U Q 10.2 Efficacy: 66 0-80 1578 78.9 8' 26.4 5.5" Q M Watts: 24.1 W 0-90 1579 79.0 10' 16.9 6.9" 0 W Lumens: 1579 90-180 0 0.0 12" 11.7 8.3" 0-180 1576 79.0 S/MH ratio: 1.04 16' 6.6 11.0 Test Report/IES file: UL31032B ABSOLUTE TEST ° PRODUCT NUMBER: LED6-DLM30-35K-6LED10CL ZONAL LUMEN SUMMARY CONE OF LIGHT Frame: 6" LED downlight Zone Lumens % Lamp Mounting FC/00 Beam Reflector: 6" specular clear reflector 0-30 2344 78.1 Height Spread Classification: direct 0-40 2620 87.3 4' 177.5 4.7" 7 0-60 2625 87.5 6' 78.9 7.0" Efficacy: 75 0-80 2625 87.5 8• 44.4 9.3' Watts: 34.8W 0-90 2625 87.5 10' 28.4 11.6" Lumens: 2625 90-180 0 0.0 12" 19.7 14.0 0-180 2625 87.5 14' 14.5 16.3" S/MH ratio: 1.04 16' 11.1 18.6" Test Report/IES file: LTL309324 ABSOLUTE TEST Family Prefix Wattage Color Temp Finishes Options / Controls TLFL 190w 45K - 4500K BZ - Bronze PC120 -120V Button Photocontrol 415 37.7 0-40 745 PC208-277 - 208-277V Photocontrol 0-60 998 90.8 0-80 SF - Slipfitter 91.8 0-90 1011 91.9 HV - 374-480V Universal Voltage LIGHTING STRUCTURE DETAILS - LABEL C PRODUCT NUMBER: LED6WD-DLM11-35K-61LEDWD-CL Frame: 6" LED wide distribution downlight Reflector: 6" specular clear reflector Classification: direct Efficacy: 82.8 Watts: 12.2W Lumens: 1011 S/MH ratio: 1.62 Test Report/IES file: LP 12008 ABSOLUTE TEST* Amvkl" ATLANTIC LIGHTING ZONAL LUMEN SUMMARY Zone Lumens % Lamp 0-30 415 37.7 0-40 745 67.7 0-60 998 90.8 0-80 1010 91.8 0-90 1011 91.9 90-180 0 0.0 0-180 1011 91.9 CONE OF LIGHT e 11 1 M. ggmgg 104 �V)/J V 0 11111 gp Of O 110 ti WIND 1 L1J oz LTJ UJ O Of U Z 110- OC UJ 4t 1-0 *Photometric Note: Absolute Tests designated with an asterisk O are IES files that are computer generated using simulation methods in PhotopiaTm by LTI Optics, LLC. Due to component and material definitions being provided by independent suppliers, some subtle differences between the predicted and measured photometry might be noticed, For layout purposes, expect a real world variation of +/- 5% output versus the published lumen values of these files. T: 508 678-5411 1 F: 508 678-5408 www.atlantic-lighting.com LIGHTING STRUCTURE DETAILS - LABEL D 012815 PH1 5-002 IL I 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 Z KG PROJECT TEAM: REIM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP Z O D- U 0 Lu 0 Z O U) > Lu n r <1 I I L DATE: 03/12/20 SHEET NUMBER: M 1 J Q UJ M CD Z O UJ KUM & GO #2310 �V)/J V 0 Of O U ti ` ' 1 L1J oz LTJ UJ O Of U Z r N OC UJ 4t Q LTJ / Q 1'� J wx`J U Q z N Q M 0 . 0 W KG PROJECT TEAM: REIM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP Z O D- U 0 Lu 0 Z O U) > Lu n r <1 I I L DATE: 03/12/20 SHEET NUMBER: M 1 J Q UJ M CD Z O UJ KUM & GO #2310 Features & Specifications Optical System • State -of -the -Art one piece silicone optic sheet delivers industry leading optical control with an integrated gasket to provide IP66 rated sealed optical chamber in 1 component. • Proprietary silicone refractor optics provide exceptional coverage and uniformity in IES Types 2, 3, 5W, FT and FTA. • Silicone optical material does not yellow or crack with age and provides a typical light transmittance of 93%. • Zero uplight. • Available in 5000K, 4000K, 3000K, and 2700K color temperatures per ANSI C78.377. • Minimum CRI of 70. Optional 80 CRI available, consult factory for lead time. • Integral Louver (IL) option available for improved back -light control without sacrificing street side performance. See page 5 for more details. Electrical • High-performance driver features over -voltage, under -voltage, short-circuit and over temperature protection. • 0-10V dimming (10% -100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz or optional High Voltage (347-480 Vac). • L80 Calculated Life: >100k Hours (See Lumen Maintenance on Page 3) • Total harmonic distortion: <20% • Operating temperature: -40°C to +50°C (-40°F to +122°F). 42L lumen package rated to +40°C. • Power factor: >.90 • Input power stays constant over life. • Field replaceable surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). • High -efficacy LEDs mounted to metal -core circuit board to maximize heat dissipation • Terminal block provided accepts up to 10ga wire. • Components are fully encased in potting material for moisture resistance. Driver complies with FCC standards. Driver and key electronic components can easily be accessed. !�l% ARRA cL us o .. IP66 RMS Funding Compliant C& US COMPLIANT 9 P Dimmable CONTROLS SS LISTED CONTROLS M /AdMI1 ' / opFtK SKY APPROVED \ USA Product Dimensions 16" (407mm) 415/16" _ (126mm) 28-11/16" (729mm) o.88" (22mm) 1.2" (30mm) 2.4" (61 mm) I[oIoIoYoI_Iol ■ I[oloIoIoIolol �■ ��'�'�� 1[oIoI-IoI.Iol ■ I[oloIoloIolol �■ 1[CIoICIoI.ICI ■ 112-IOI81CICI01 • v� �I Bottom View Tap View LSI Industries Inc.10000 Alliance Rd. Cincinnati, OH 45242 • www.isi-industries.com • (51,3),372-3200 - ©LSI Industries Inc. All Rights Reserved. trol tacle 8" m) Slice Medium - SLM Outdoor LED Area Light Features & Specifications (Cont.) Performance Construction 2 70 • RU Rugged the -cast aluminum housing contains factory prewired driver and 112 ELECTRICAL DATA (AMPS)* 22701 optical unit. Cast aluminum wiring access door located underneath. B4 -UO -G3 Lumens Watts 120V 208V 240V 277V 347V 480V • Designed to mount to square poles. 24784 9L 68.2 0.6A 0.3A 0.3A 0.2A 0.2A OAA • Luminaire is proudly manufactured in the U.S.of U.S. and imported parts. CRI 12L 93.1 0.8A OAA OAA 0.3A 0.3A 0.2A • IP66 rated luminaire protects integral components from harsh Delivered Lumens 18L 148.5 1.2A 0.7A 0.6A 0.5A OAA 0.3A environments. 4000K CCT Efficacy 24L 188.8 1.6A 0.9A 0.8A 0.7A 0.5A OAA • 3G rated for ANSI C136.31 high vibration applications BUG Rating 30L 248.6 2.1A 1.2A 1.OA 0.9A 0.7A 0.5A • Fixtures are finished with LSI's DuraGrip° polyester powder coat finishing 70 36L 317.8 2.6A 1.5A 1.3A 1.1A 0.9A 0.7A process. The DuraGrip finish withstands extreme weather changes without 8576 42L 393.4 3.3A 1.9A 1.6A 1.4A 1.1A 0.8A cracking or peeling. Other standard LSI finishes available. Consult factory. 'Electrical data at 25C (77F). Actual wattage may differ by +/-10% 62 -U0 -G2 • Shipping weight: 30 lbs in carton. 143 ELECTRICAL DATA - PHOSPHOR CONVERTED AMBER (AMPS)* 138 Controls 21L Lumens Watts 120V 208V 240V 277V 347V 480V 76 BO -UO -G1 9L 74.3 0.6A OAA 0.3A 0.3A 0.2A 0.2A Wireless Controls System 5835 12L 102.9 0.9A 0.5A OAA OAA 0.3A 0.2A To make this fixture Airlink ready, simply order one of the following *Electrical data at 25C (77F). Actual wattage may differ by +/-10% BO -UO -G1 options: 3 a. The integrated Wireless Lighting Controller: ALSC or ALSCH (see 8571 125 ordering guide) as the controls option, or 8804 RECOMMENDED LUMEN MAINTENANCE'(24-42L) B1UO G2 b. Integrated Wireless Controller option (above) with integrated motion 141 Ambient Initial' 25 hr 50 hr2 75 hr3 100 hr3 sensor: ALSCS (ordering guide for mounting heights) or 131 0-40 C 100% 100% 97% 94% 70 92% c. The 7 -Pin Photoelectric Control Receptacle: CR7P as the controls BO -UO -G2 6454 94 option; and either the 5 -Pin or 7 -Pin Twist Lock Controller: ALSC UNV 7071 RECOMMENDED LUMEN MAINTENANCE'(9-18L) BO -UO -G2 TL5 or ALSC UNV TL7 as an accessory 1 107 Ambient Initia12 25 hr2 50 hr' 75 hr3 100 hr3 To see how the components of AirLink system work together, reference the 9L 0-50 C 100% 96% 91% 87% 83% diagram in the controls section of this specsheet. For more information on 1- Lumen maintenance values at 25C are calculated per TM -21 based on LM -80 data and in-situ testing. our Airlink products, visit our website: www.Isi-airlink.com/airlink-synapse/ 2- In accordance with IESNATM-21-11, Projected Values represent interpolated value based on time 8380 durations that are within six times the IESNA LM -80-08 total test duration for the device under testing. Stand -Alone Controls 3- In accordance with IESNA TM -21-11, Calculated Values represent time durations that exceed six times 134 the IESNA LM -80-08 total test duration for the device under testing 9560 • The integral passive infrared motion sensor (IMS) activates switching of B4 -U0 -G2 69 luminaire light levels (see the controls section for more details). FT 70 • The 7 -pin ANSI C136.41-2013 photocontrol receptacle option (CR7P) is 122 DELIVERED LUMENS* 8563 available for twist lockhotocontrols or wireless control modules. p 62-1_10-G2 Lumen Package Distribution Phosphor Converted Amber Delivered Lumens Efficacy 62-1_10-G2 Wattage BUG Rating • The Button Type Photocells (PCI) are capable of switching luminaires ON/ 136133-1-10-133 2 5958 80 B2 -UO -G1 5393 OFF in response to the amount of available daylight. 130 -UO -G2 5540 21L 3735 50 BO -UO -G1 6069 89 BO -UO -G2 6320 3 6196 83 B1-UO-Gi 97 Installation FTA 70 31L 4205 56 BO -UO -G1 62-1-10-G2 8689 127 9L 5W 5528 74 B3 -UO -G1 74 • A single fastener secures the hinged door, underneath the housing and 145 B2-UO-G2- 2 0 2FTA FT 5922 79 B1 -UO -G2 FTAIL provides quick & easy access to the electrical compartment for installing/ 6200 91 FTIL 3712 50 BO -UO -G1 93 servicing. 6978 102 FTA 5997 80 B2 -UO -G2 106 •Included terminal block provides quick and easy on-site wiring. 80 B1 -UO -G2 FTA IL 4254 57 BO -UO -G12 11157 119 62-1.10-G2 7559 73 B2 -UO -G2 62-1_10-G2 • Utilizes LSI's traditional 3" drill pattern for easy fastening of LSI products. 134 133 -UO -G2 21L 4738 46 BO-UO-Gi 133 -UO -G2 (See drawing on page 1) 133 -U0 -G4 21L 3 7860 76 B2 -UO -G2 74 B1 -UO -G1 7117 76 31L 5335 52 BO -UO -G1 83 Warrant y 8119 12L 5W 7013 68 B3 -UO -G2 103 3 70 11454 FT 7513 73 B2 -UO -G2 11766 • LSI LED Fixtures carry a 5 -year warranty. 62-1_10-G2 12890 FTIL 4709 46 BO -U0 -G2 13423 143 132-1_10-G2 126 FTA 7608 74 B2 -UO -G2 70 Listings 89 BO -UO -G2 FTA IL 5397 52 BO -UO -G1 130-1_10-G2 • Listed to UL 1598 and UL 8750. 'LED Chips are frequently updated therefore values are nominal BO -UO -G2 • ROHS Compliant. 105 LUMINAIRE EPA CHART - SLM 132 • American Recovery and Reinvestment Act Funding Compliant. 5W Tilt Degree 00 301 450 Tilt Degree 00 300 450 • IDA compliant; with 3000K color temperature selection. 134-1.10-G2 � Single 0.5 2.1 2.6 T90° ��� 1.2 1 2.9 3.6 64 -U0 -G2 12269 131 • Title 24 Compliant; see local ordinance for qualification information. 12775 f D180° 1.1 2.1 2.6 �r� TN120° 1.3 4.4 5.4 • Suitable For wet Locations. 61-1_10-G4 �i D90° 0.9 2.5 3.1 ■� 090° 1.2 2.9 3.6 • IP66 rated Luminaire. IP66 rated optical chamber. 119 132 -U0 -G2 11444 Specifications and dimensions subject to change without notice. B2 -UO -G2 • 3G rated for ANSI C136.31 high vibration applications 133 B2 -U0 -G3 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.isi-industries.com • (513) 372-3200 • GLS1 Industries Inc. All Rights Reserved. 11/12/18 KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST Y40F SECTION 19, THE SOUTHWEST Y4 OF SECTION 20, THE NORTHWEST Y40F SECTION 29, AND THE NORTHEAST Y40F SECTION 301TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN Slice Medium - SLM Outdoor LED Area Light DELIVERED LUMENS* 2 70 20880 112 B3 -UO -G3 22701 121 B4 -UO -G3 24276 130 134-1.10-G3 24784 133 Lumen Package Distribution CRI Delivered Lumens 2700K CCT Efficacy BUG Rating Delivered Lumens 3000K CCT Efficacy BUG Rating Delivered Lumens 4000K CCT Efficacy BUG Rating Delivered Lumens 5000K CCT Efficacy BUG Rating Wattage Bl -UO -G2 2 70 8349 122 B2 -UO -G2 8576 125 62-1_10-G2 9396 137 62 -U0 -G2 9784 143 B2 -U0 -G2 138 M 21L 70 5185 76 BO -UO -G1 5326 78 BO -UO -G1 5835 85 BO -UO -G1 6076 89 BO -UO -G1 100 3 70 8571 125 B1 UO G2 8804 129 B1UO G2 9646 141 l32 -U0 -G2 10044 147 132-1.10-G2 131 Control System with 20-40' Motion Sensor" 31L 70 6283 92 BO -UO -G2 6454 94 BO -UO -G2 7071 103 BO -UO -G2 7363 1 107 BO -UO -G2 137 9L 5W 70 8158 119 63-1-10-G2 8380 122 63-1_10-G2 9181 134 133-1_10-G2 9560 140 B4 -U0 -G2 69 131-1-10-133 FT 70 8337 122 62 -U0 -G2 8563 125 62-1_10-G2 9382 137 62-1_10-G2 9769 143 132-1_10-G2 136133-1-10-133 FTIL 70 5393 79 130 -UO -G2 5540 81 BO -1_10-G2 6069 89 BO -UO -G2 6320 92 BO -UO -G2 97 132 -UO -G2 FTA 70 8459 123 62-1-10-G2 8689 127 B2 -1_10-G2 9520 139 132 -U0 -G2 9913 145 B2-UO-G2- 2 0 2FTA 128 134-1-10-G3 FTAIL 70 6200 91 B1 -UO -G1 6369 93 131-1-10-G1 6978 102 B1 -UO -G1 7266 106 B1 -UO -G1 80 B1 -UO -G2 2 70 1 11157 119 62-1.10-G2 11461 122 62-1_10-G2 12556 134 133 -UO -G2 13075 139 133 -UO -G2 133 133 -U0 -G4 21L 70 6929 74 B1 -UO -G1 7117 76 61 -UO -G2 7798 83 61 -UO -G2 8119 86 B1 -UO -G2 97 B1 -UO -G4 3 70 11454 122 132-1-10-G2 11766 125 1 62-1_10-G2 12890 137 132-1_10-G2 13423 143 132-1_10-G2 126 135 -U0 -G4 31L 70 8396 89 BO -UO -G2 8625 92 130-1_10-G2 9449 101 BO -UO -G2 9839 105 BO -UO -G2 132 12L 5W 70 10902 116 134-1.10-G2 11199 119 64 -U0 -G2 12269 131 64 -UO -G2 12775 136 B4 -U0 -G2 94 61-1_10-G4 FT 70 11141 119 132 -U0 -G2 11444 122 B2 -UO -G2 12538 133 B2 -U0 -G3 13055 139 2 0- B2 -UO -G3 132 134-1-10-G3 FTIL FT IL 70 7207 77 1 BO -UO -G2 7403 79 BO -UO -G2 8110 86 130 -UO -G2 8445 90 BO -UO -G2 93 62-1-10-132 FTA 70 11304 120 62-1-10-G2 11612 124 62-1_10-G2 12722 135 62-1_10-G2 13247 141 132 -U0 -G2 121 134-1-10-134 FTA IL 70 8286 88 B1 -UO -G1 8511 91 B1 -UO -G1 9325 99 B1 -UO -G1 9710 103 B1 -UO -G1 76 62- 2 7n 16714 112 33540 1 115 36466 18809 126 13 12 131 39812 1 126 133-1-10-135 21L 70 10379 69 61 -UO -G2 10662 71 B1 -UO -G2 11681 78 B1 -UO -G2 12163 81 B1 -UO -G2 92 3 70 17158 115 B2 -U0 -G3 17625 118 B2 -U0 -G3 19310 129 B3 -UO -G3 20107 134 B3 -U0 -G3 119 31L 70 12578 84 B1 -UO -G3 12920 86 B1 -UO -G3 14155 95 B1 -UO -G3 14739 99 B1 -UO -G3 125 18L 5W 16331 109 64 -UO -G2 16776 112 64- - 2 18379 123 64-1_10-G2 19138 128 B 150 FT 70 1 17143 115 36058 18781 131 39366 124 R4-1 in-ri FTIL 70 10795 72 B1 -UO -G2 11089 74 61-1-10-G2 12149 81 B1 -UO -G3 2651 85 B1 -UO -G3 88 132-1_10-G2 FTA 16934 113 63 -UO -G3 17395 116 B 19058 127 63 -U0 -G3 110 133 B 112 135-1_10-G4 FTA IL 70 12412 83 B1 -UO -G1 12750 85 61-1_10-G2 13969 93 61 -UO -G2 14546 97 B1 -UO -G2 70 `LED Chips are frequently updated therefore values are nominal Slice Medium - SLM Outdoor LED Area Light Performance (Cont.) All published luminaire photometric testing performed to IESNA LM -79 standards. ISO footcandle plots below demonstrate the Slice (SLM) light patterns only. Not for total fixture output. For complete specifications and IES files, see website. ■ Rpt■■■ --- ��IR■�_ 0000 0000■0000■■ IF _� _�N 11 r l,\ wr , \, , , s FT 5W FTA Type 3 Type 2 Ordering Guide FTYPICALORDEREXAMPLE: SLM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaire Light Lumen Light Prefix Source Package' Output Distribution Orientation' Voltage Driver SLM 2 70 20880 112 B3 -UO -G3 22701 121 B4 -UO -G3 24276 130 134-1.10-G3 24784 133 B4-1-10-133 IL -Integral Louver HSS' Medium 2 I 70 13100 70 131-1_10-G2 14243 76 B1 -UO -G2 15231 81 B1 -UO -G2 15550 83 Bl -UO -G2 689903CLR X4RPP - Round Pole Adapter for 4" Poles" 3 7n 21739 116 R.1-1 10-G.1 23636 126 FK277 Single Fusing (277V) FK277 36L - 36,000 Ims ALSCHS01 - AirLink Synapse FTA - Forward Throw Automotive 138 M Control System Host / Satelite with 8-12' Motion Sensor "s IL 42L - 42,000 Ims 0 ALSCS02 - AirLink Synapse 17209 92 *Consult factory for 100 ALSCHS02 - AirLink Synapse 24L 5W 7n 20632 110 22432 120 23988 128 B5 -UO -G3 24490 131 Control System with 20-40' Motion Sensor" 187 FT 70 1 21611 116 63-1_10-G4 23496 126 B - - 4 25126 134 B3 -UO -G4 25652 137 133-1.10-G4 FTIL 70 1 13692 73 131 -UO -0 14886 80 131 - 15919 85 B1 -UO -G3 16959 87 131-1-10-133 IMSOM4 - Integral Motion Sensor 20-40'120-277V4,1 70 1 21496 115 B 23371 125 133-LIO-0 24992 134 133-1-10-G3 95515 136133-1-10-133 IMSOM4HV - Integral Motion Sensor 20-40'347-480V s.,c FTAIL 70 1 15226 81 B1 -UO -G2 16555 1 89 B1 -UO -G2 17703 95 B2 -UO -G2 18073 97 132 -UO -G2 PCI120 -120V 2 70 26581 108 134-1_10-G3 28900 117 134-1-10-G3 30905 125 134-1-10-133 31551 128 134-1-10-G3 21L 70 16677 68 B1 -UO -G2 18132 73 61 -U0 -G2 19390 79 1 B1 -UO -G2 19796 80 B1 -UO -G2 3 70 27675 112 133 -U0 -G4 30089 122 63-1_10-G4 32176 130 133 -UO -G4 32850 133 133 -U0 -G4 31L 70 20150 82 B1 -UO -G4 21908 89 B1 -UO -G4 23428 95 B1 -UO -G4 23918 97 B1 -UO -G4 30L 5W 70 26266 1 106 B5 -UO -G3 28557 116 65 -U0 -G3 30538 124 135 -UO -G4 31177 126 135 -U0 -G4 247 FT 70 27512 111 63 -U0 -G4 29912 121 B3 -U0 -G4 31987 130 63-1_10-G4 32656 1 132 63-1_10-G5 FTIL 70 17430 71 B1 -UO -G3 18951 77 B1 -UO -G4 20266 82 B1 -UO -G4 20690 84 61-1_10-G4 FTA 70 27365 111 B3 -UO -G3 29752 120 134-1-10-G3 31816 129 B4 -UO -G3 32482 132 134-1-10-G3 FTA IL 70 19384 78 B2 -UO -G2 21075 85 62-1_10-G2 22537 91 B2 -UO -G2 23008 93 62-1-10-132 2 70 32214 102 B4 -UO -G3 35025 111 134 -UO -G3 37454 118 134-1-10-G3 38238 121 134-1-10-134 2 I 7o 20212 64 B1 -UO -G2 21975 69 1 Bl-UO-G3Bl-UO-G3 23499 74 B2 -UO -G3 23991 76 62- 3 70 33540 1 36466 115 38996 12 39812 1 126 133-1-10-135 3 I 24421 26551 84 28393 28987 92 36L 5W 70 31832 34609 109 37010 37785 119 317 FT 36251 114 7 39577 125 FTIL 22968 7 25075 79 F 36058 114 39366 124 R4-1 in-ri FTA IL 70 23492 74 B2 -UO -G2 25541 81 132 -UO -G2 27313 86 B2 -UO -G2 27885 88 132-1_10-G2 2 70 36785 94 134-1_10-G3 39994 103 135-1_10-G4 42768 110 65-1_10-G4 43663 112 135-1_10-G4 2 I 70 23079 59 B1 -UO -G3 25093 64 1 62 -UO -G3 26833 69 62-1-10-G3 27395 70 132 -UO -G3 3 70 38299 98 B3 -UO -G5 41640 107 64 -U0 -G5 44528 114 134-1_10-G5 45460 117 134-1_10-G5 3 I 7o 27886 72 Bl -UO -G4 30319 78 32422 83 61 -UO -G5 33100 85 61- 42L 5W 70 36349 93 135 -UO -G4 39520 101 42261 108 B5 -UO -G4 43145 1114 390 FT 70 38073 98 134 -U0 -G5 41395 106 B4 -U0 -G5 44266 114 64-1.10-135 45192 116 64-1_10-G5 FTIL 24122 2 26226 67 28045 72 28632 73 FTA 37870 7 41174 106 44030 11 44951 115 FTA IL 70 26825 69 B2 -UO -G2 29165 75 B2 -UO -G2 31188 80 B2 -UO -G2 31841 82 B2 -UO -G2 `LED Chips are frequently updated therefore values are nominal Slice Medium - SLM Outdoor LED Area Light Performance (Cont.) All published luminaire photometric testing performed to IESNA LM -79 standards. ISO footcandle plots below demonstrate the Slice (SLM) light patterns only. Not for total fixture output. For complete specifications and IES files, see website. ■ Rpt■■■ --- ��IR■�_ 0000 0000■0000■■ IF _� _�N 11 r l,\ wr , \, , , s FT 5W FTA Type 3 Type 2 Ordering Guide FTYPICALORDEREXAMPLE: SLM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaire Light Lumen Light Prefix Source Package' Output Distribution Orientation' Voltage Driver SLM LED 9L - 9,000 Ims SIL - Silicone 2 - Type 2 (blank) - standard UNV - Universal Voltage DIM - 0-1 OV Dimming (0-10%) Slice BILK - Black 12L -12,000 Ims DFK480 3 - Type 3 L- Optics rotated left 90 (120-277V) IL -Integral Louver HSS' Medium 1225180 18L -18,000 Ims GPT Graphite ALSC UNV TL5 - Airlink 5Pin Twist Lock Controller49 ALSC UNV TL7 - Airlink 713in Twist Lock Controller" 9 PMOS24 - 24V Pole -Mount Occupancy Sensor (ALSC/H Compatible)101 27 - 2,700 CCTI IL - Integral Louver HSS Universal Mounting Bracket (UMB)" Adjustable Slip Fitter (ASF)" Control System" MSV - Metallic Silver 584929 24L - 24,000 Ims 687073CLR 5W - Type 5 Wide R - Optics rotated right 90 HV - High Voltage (347-48OV) 689903CLR X4RPP - Round Pole Adapter for 4" Poles" ALSCS01- AirLink Synapse 30L - 30,000 Ims 688003CLR FT - Forward Throw FK120 Control System with 8-12' Motion Sensor" SVG - Satin Verde Green FK277 Single Fusing (277V) FK277 36L - 36,000 Ims ALSCHS01 - AirLink Synapse FTA - Forward Throw Automotive Q M Control System Host / Satelite with 8-12' Motion Sensor "s 42L - 42,000 Ims 0 ALSCS02 - AirLink Synapse 06 *Consult factory for ALSCHS02 - AirLink Synapse programmable wattages and Control System Host / Satelite with 12-20' Motion Sensor 4,1 ALSCSO4 - AirLink Synapse lumen packages Control System with 20-40' Motion Sensor" Color Temp Color Rendering Controls (Choose One) Finish Options 50 - 5,000 CCT 70CRI - 70 CRI (Blank) - None BRZ - Bronze (Blank) - None 40 - 4,000 CCT 80CRI - 80 CRI' PC208-277 Photocell for use with CR7P option (208V, 240V, 277V)9 BILK - Black DFK480 Double Fusing (480V) DFK480 PC347 Photocell for use with CR7P option (347V)9 Wireless Controls System DFK347 Double Fusing (347V) IL -Integral Louver HSS' 30 - 3,000 CCT' 1225180 ALSC - AirLink Synapse GPT Graphite ALSC UNV TL5 - Airlink 5Pin Twist Lock Controller49 ALSC UNV TL7 - Airlink 713in Twist Lock Controller" 9 PMOS24 - 24V Pole -Mount Occupancy Sensor (ALSC/H Compatible)101 27 - 2,700 CCTI IL - Integral Louver HSS Universal Mounting Bracket (UMB)" Adjustable Slip Fitter (ASF)" Control System" MSV - Metallic Silver 584929 23 AMB - Phosphor Converted Amber 687073CLR ALSCH - AirLink Synapse Control System Host/ Satelite 15WHT - White Pole Quick Mount Bracket - 4-5" Round Pole" 689903CLR X4RPP - Round Pole Adapter for 4" Poles" ALSCS01- AirLink Synapse PLP - Platinum Plus 688003CLR FK120 Single Fusing (120V) FK120 Control System with 8-12' Motion Sensor" SVG - Satin Verde Green FK277 Single Fusing (277V) FK277 BKS XBO WM 4 CLR Wall Mount Bracket" ALSCHS01 - AirLink Synapse Q M Control System Host / Satelite with 8-12' Motion Sensor "s 0 ALSCS02 - AirLink Synapse 06 Control System with 12-20' Motion Sensor" ALSCHS02 - AirLink Synapse Control System Host / Satelite with 12-20' Motion Sensor 4,1 ALSCSO4 - AirLink Synapse Control System with 20-40' Motion Sensor" ALSCHSO4 - AirLink Synapse Control System Host / Satelite with 20-40' Motion Sensor ",s Stand -Alone Controls EXT - 0-10v Dimming (from external signal) IMSOMI - Integral Motion Sensor 8-12'120-277V'.' IMSOM2 - Integral Motion Sensor 12-20'120-277V Is IMSOM4 - Integral Motion Sensor 20-40'120-277V4,1 IMSOMIHV - Integral Motion Sensor 8-12'347-480V 1,11 IMSOM2HV - Integral Motion Sensor 12-20'347-480V s.10 IMSOM4HV - Integral Motion Sensor 20-40'347-480V s.,c CR7P - 7 Pin Control Receptacle ANSI C136.41 7 Button Type Photocells PCI120 -120V PC1208-277 - 208 -277V PC1347 - 347V Slice Medium - SLM Outdoor LED Area Light Acressm Orderinn Infnrm,9 inn8 Description Order Number Description Order Number PC120 Photocell for use with CR7P option (120V)9 122514 DFK208, 240 Double Fusing (208V, 240V) DFK240 PC208-277 Photocell for use with CR7P option (208V, 240V, 277V)9 122515 DFK480 Double Fusing (480V) DFK480 PC347 Photocell for use with CR7P option (347V)9 122516 DFK347 Double Fusing (347V) DFK347 PC480 Photocell for use with CR7P option (480V)9 1225180 X5RPP - Round Pole Adapter for 5" Poles" 379968CLR ALSC UNV TL5 - Airlink 5Pin Twist Lock Controller49 ALSC UNV TL7 - Airlink 713in Twist Lock Controller" 9 PMOS24 - 24V Pole -Mount Occupancy Sensor (ALSC/H Compatible)101 661409 661410 663284CLR IL - Integral Louver HSS Universal Mounting Bracket (UMB)" Adjustable Slip Fitter (ASF)" 684812 684616CLR 688138CLR IMS/PC Remote Configurator Tool 584929 Pole Quick Mount Bracket - Square Pole" 687073CLR X3RPP - Round Pole Adapter for 3" Round Tapered Poles" 408273CLR Pole Quick Mount Bracket - 4-5" Round Pole" 689903CLR X4RPP - Round Pole Adapter for 4" Poles" 379967CLR 15° Tilt Pole Quick Mount Bracket - Square Pole" 688003CLR FK120 Single Fusing (120V) FK120 15° Tilt Pole Quick Mount Bracket - 4-5" Round Pole" 689905CLR FK277 Single Fusing (277V) FK277 BKS XBO WM 4 CLR Wall Mount Bracket" 382132CLR FOOTNOTES: 1 - Not available on "Type V" distribution. 2 - Consult Factory for availability. 3 - Only available in 9L and 12L Lumen Packages 4 - Not available in HV. 5 - Consult Factory for Site Layout 6 - IMS is field adjustable, via a hand held Remote Configurator Tool, which must be ordered separately. See Accessory Ordering Information. Accessories/Options Integral Louver (IL) Accessory Integral Louver available for improved back -light control without sacrificing street side performance. LSTs Integral Louver (IL) option delivers backlight control that significantly reduces light spill behind the pole for applications with pole locations close to adjacent properties. The integrated louvers' design maximizes forward -reflected light while - reducing glare, maintaining the optical distribution selected, and most importantly, eliminating light trespass. The Integral louver rotates with the optical distribution. Luminaire Shown with Integral Louver (IL) 7 - Control device must be ordered separately. 7 pin standard. See Accessory Ordering Information. 8 - Accessories are shipped seperately and field installed. 9 - Factory installed CR7P option required. See Options. 10 - Only available with ALSC' Controls 11 - "CLR" denotes finish. See Finish options. 7 Pin Photoelectric Control 7 -pin ANSI C136.41-2013 control receptacle option available for twist lock photocontrols or wireless control modules. Control accessories sold separately. Dimming leads from the receptacle will be connected to the driver dimming leads (Consult factory for alternate wiring). Fixture Shown with CR7P Optics Rotation Slice Medium - SLM Outdoor LED Area Light Stand-alone Controls: Occupancy Sensor (IMS) The integral passive infrared motion sensor activates switching of luminaire light levels. Standard Factory settings: High level light is activated and increased to full bright upon detection of motion. Lowlight level (10% maximum drive current) is activated when target zone is absent of motion activity for -5 minutes. See coverage diagram for detection cone. The Remote Configurator Tool allows for easy and safe programming of each luminaire from ground level. See the Remote Configurator User Guide for programming instructions. When ordering the Stand-alone Occupancy Sensor on the fixture, you must include IMS (see ordering guide for mounting height options) as the controls option in the fixture nomenclature. To order as a motion sensor with the Airlink Wireless Control System, see ordering guide under "Wireless Controls System" and select the ALSCS controls option with the desired mounting height. IMS Coverage Diagrams TOP VIEW 50' 25' 0 25' 50' 25' 0 25' Remote Configurator Tool SIDE VIEW 0 ---------------- --------------- 27 - --------------27' - - - -- - - ----- 40' 100' 50' 40' 30' 20' 10' 0' 10 20' 30' 40' 50' Luminaire Shown with IMS LIGHTING STRUCTURE DETAILS - LABELS E/E1 4 Optics Rotated Left Straight Optics Rotated Right Use RType EXAMPLE UseType (Optics Rotated Right) (Optics Rotated Left) 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 V Z KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP Z O i1 U 0 LU 0 Z O w fY LU H 0 Z O UJ <L DATE: 03/12/20 SHEET NUMBER: 13 OF 17 KUM & GO #2310 �VJJ V ) O U C:) ti LU 06 LTJ 0C LU o U Z N OC UJ :4:tz Q UJ Q J wx U i0 �!e Z N Q M O 0 06 KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP Z O i1 U 0 LU 0 Z O w fY LU H 0 Z O UJ <L DATE: 03/12/20 SHEET NUMBER: 13 OF 17 KUM & GO #2310 m LO d6 0 N O N a� 0 E > m CD 0 .l rn v Vi0 w V) 0 q LU N O i 0 i v 0 i U a� c a �U U) 0 / O N �o m CD LO v-) � v I N 0 J ?� O N j O 0�0 �N W0 � O E E?Y Z m U) >— U �cw 0 >, c 1 / _ U SLOPE GUTTE SLOPE C 6" CUF AIR MACHINE SUPPLII TO COORDINATE WI' STATION MOUI 4' x 4' CONCRETE PAD DIR MACHINE I NOT TO SCALE iTr \ 13TE : BIKE FRAC K TYPE EH OWN OR AP P ROVE D EO' , Al BIKE RACK DETAIL NOT TO SCALE RESERVED PARKING ACCESSIBLE SIGN(R7-8) THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES 12"x6". THIS SIGN T AT ALL VAN ACCE PARKING S �I 1rA ORL lU"IU fy10U T ilG FUN VAN BLE STALL ONLY FRONT VIEW BOLLARD—MOUNTED ADA SIGN NOT TO SCALE . BIDE PAIS MANUFACTURER'MADRAX MODEL. INVERTED U EIDE RACK FINISH: BLA I MOUNTING' SURFACE MOUNT MH E N LOCATED ON CO CRIm 1 L I N E RC USI a MOUNT (WHETS LOCAT C D IN CRUS HER F IN ES) Pr:-"( UANUFACTURERIS PE IFIPCATION OOTAOT: MAD " A. 1080 UIN I EK DRIVE AUNA EE,15�%.97 E_ SALES: NlADRAX CONI D ' ANCHOR Ror, TH R H C LE (I NOLLIOED E C) CONCRETE WASHED GRAVEL D NATIVE X01L 0f TOP DRE ING PER LANDSCAPE PLANS 4" SCHEDULE 40 GALVANIZED STEEL INNOPLAST BOLLARD COVER PIPE SEE DETAIL BUILDING SI SEE PAVEMENT 4,000 PS CONCRETE TY 1.5' DIAMETER BOLLARD D ETAI L NOT TO SCALE SIDEWALK BOLLARD—MOUNTE ADA SIG -NOTE: SEE PLANS FOR PAVEMENT SECTION DETAILS NOTE: START PLACEMENT OF BOLLARDS BASED OFF CENTERLINE OF MAIN ENTRY. FILL POST WITH 5' CONCRETE FLUSH WITH TOP OF POST 1.5' DIAMETER BOLLARD D ETAI L NOT TO SCALE SIDEWALK BOLLARD—MOUNTE ADA SIG -NOTE: SEE PLANS FOR PAVEMENT SECTION DETAILS NOTE: START PLACEMENT OF BOLLARDS BASED OFF CENTERLINE OF MAIN ENTRY. BOLLARD PLACEMENT DETAIL NOT TO SCALE STOP SIGN (MUTCD F BOLT TO STEEL TUI 3/8" CADMIUM F BOLTS, NUTS & WA 2"0 GALVANIZED PROVIDE WELDED WATEI SIDEWALK w 5' (TYP) BREAKAWA LANDSCAPE 1'O CONCRE SIGN IN LANDSCAPE NOT TO SCALE INNOPLAST`INTEGRAL—COLORED BOLLARD /TEXTURED CONCRETE 5' "vi VAN 8' 9' 8 BOLLARD PLACEMENT DETAIL NOT TO SCALE STOP SIGN (MUTCD F BOLT TO STEEL TUI 3/8" CADMIUM F BOLTS, NUTS & WA 2"0 GALVANIZED PROVIDE WELDED WATEI SIDEWALK w 5' (TYP) BREAKAWA LANDSCAPE 1'O CONCRE SIGN IN LANDSCAPE NOT TO SCALE INNOPLAST`INTEGRAL—COLORED BOLLARD /TEXTURED CONCRETE BOLLARD LAYOUT D ETAI L NOT TO SCALE o' 9S 40 NORMAL WALL: 0.125" 0 O 0.75" BLACK REFLECTIVE TAPE PRODUCT ID:3M #5100R INSTALLATION: 1)UTILIZE GREAT STUFF PROTM WALL AND FLOOR ADHESIVE TO ADHERE BOLLARD TO STEEL BOLLARD. FOLLOW PRODUCT INSTRUCTIONS 2)SPRAY PRODUCT INSIDE BOLLARD COVER (DO NOT DRILL HOLES) 3)INSTALL BOLLARD COVER OVER STEEL BOLLARD 4)FACE PRODUCT INFORMATION LABEL TOWARDS BUILDING INNOPLAST BOLLARD COVER NOT TO SCALE BLACK PROTECTIVE BOLLARD COVER MADE OF HDPE MODEL #: BC452BKBK (PRE—CUT ® 3') CONTACT: 10120 GOTTSCHALK PARKWAY CHARGRIN FALLS, OH 44023 800-516-9287 I N NOSALES®I N NOPLAST.COM r g a fx d LU 0 Z OL. W Z 0000 JZ 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 C� z C/) C/) 0 � LO U ti w W 06 O LU W O Of U Z N Of w N Q LU Q 06 U z I— N _T Q M O I I H W KUM&GO PARKING STALL (9'X 19') BOLLARD LAYOUT D ETAI L NOT TO SCALE o' 9S 40 NORMAL WALL: 0.125" 0 O 0.75" BLACK REFLECTIVE TAPE PRODUCT ID:3M #5100R INSTALLATION: 1)UTILIZE GREAT STUFF PROTM WALL AND FLOOR ADHESIVE TO ADHERE BOLLARD TO STEEL BOLLARD. FOLLOW PRODUCT INSTRUCTIONS 2)SPRAY PRODUCT INSIDE BOLLARD COVER (DO NOT DRILL HOLES) 3)INSTALL BOLLARD COVER OVER STEEL BOLLARD 4)FACE PRODUCT INFORMATION LABEL TOWARDS BUILDING INNOPLAST BOLLARD COVER NOT TO SCALE BLACK PROTECTIVE BOLLARD COVER MADE OF HDPE MODEL #: BC452BKBK (PRE—CUT ® 3') CONTACT: 10120 GOTTSCHALK PARKWAY CHARGRIN FALLS, OH 44023 800-516-9287 I N NOSALES®I N NOPLAST.COM r g a fx d LU 0 Z OL. W Z 0000 JZ 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 C� z C/) C/) 0 � O U ti W 06 LU W O Of U Z N Of w 4t Q LU Q 06 U z I— N Q M O C� W KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP z 0 U w 0 z O 0 w W a r J Q w 0 W z O w <1 I I L DATE: 03/12/20 SHEET NUMBER: 14 OF 17 KUM & GO #2310 W_; W O :2 U a_ ai N 41 I N0 J 3: wQ O N 0 00 WOr, �_O Ngo �E E Y v >,/ ZmaCn+ � v � > ._ U I N W OCn+ a a J J U NOTE: THIS ILLUSTRATION IS NOT TO SCALE AND IS INTENDED TO REPRESENT A CONCEPTUAL IMAGE OF THE BUILDING. PROPOSED ADA STALL PROPOSED ADA VAN ACCESSIBLE STALL SYMBOL ?�9 �,� N. NOTES: 1. ALL ACCESSIBLE STALL PAVEMENT MARKINGS SHALL BE 4" WIDE YELLOW STRIPES. 2. ACCESSIBLE AISLE SHALL BE 8' WIDE FOR VANS. 3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 4. A SIGN MUST MARK ACCESSIBLE PARKING. THE SYMBOL ON THE PAVEMENT IS NOT ADEQUATE. FLORIDASEATING AL -5602-0 CONSTRUCTION Powder coated aluminum frame / Teak / B Synthetic teak back and seat SEAT WIDTH (IN) 16.25 SEAT DEPTH (IN) 17.5 HEIGHT(IN) 33.5 SEAT HEIGHT (IN) 18 FRAME COLORS Blackilver SEAT COLORS nthetic Te Teak WEIGHT (LB) 13 STACKABLE Yes Categories: Classic Outdoor, Outdoor FLQRIDASEATI NG TA -PT TOPS - SQUARE CONSTRUCTION Synthetic teak/ Aluminum Edge TABLE TOP FINISHES Gray Synthetic Teak, thetic Te FRAME COLORS Black, v SHAPE Square SIZE (IN) 24X24, 24X32, 32X32, 32X48, 6X3 Categories: Outdoor, Outdoor Tops & Bases 2'-4" O.C. YELLOW N STRIPING, 45' CROSS HATCH N7-- NOTE: THIS ILLUSTRATION IS NOT TO SCALE AND IS INTENDED TO REPRESENT A CONCEPTUAL IMAGE OF THE BUILDING. .0 2'-4" O.C. YELLOW PROPOSED ADA STALL 9• 9 �STRIPING, 45' CROSS HATCH .y+ N PROPOSED ADA ACCESSIBLE STALL SYMBOL 9' 9' 8' NOTES: 1. ALL ACCESSIBLE STALL PAVEMENT MARKINGS SHALL BE 4" WIDE YELLOW STRIPES. 2. ACCESSIBLE AISLE SHALL BE 8' WIDE FOR VANS. 3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 4. A SIGN MUST MARK ACCESSIBLE PARKING. THE SYMBOL ON THE PAVEMENT IS NOT ADEQUATE. (N BUILDING SIDE SIDEWALK & ADA STALLS B NOT TO SCALE Alum. Ball, Gold Anodized, Dia. to Match Pole Butt Size Stationary Truck, Heavy Duty, Cast Alum., with 1 1/4" Dia. Pulley on 1/4" Pin. O Q_ Halyard, #10 (5/16" Dia.) D„ ° Braided Rope, Polypropylene Taper ECX351H INTERNAL WITH WINCH (Nom.) Two Snaphooks, swivel, B bronze, chrome plated C Roller Sling with plastic „A„ coated Counterweight Exposed „C, Height Total(Nom.) Tapered Alum. Tube "G" Base Wall, Alloy 6063-T6 Satin Ground Finish Length A 35 ft. B 3.5ft. C 38.5 ft. D 13.9 in. E 6 in. F 3.5 in. G .156 in. Flush Access Door with Cylinder Lock and internal M winch with removable crank handle u "E" Butt Diameter 4' - 6" /Spun Alum. Collar (Caulk collar perimeter by Installer) Grade � \ Concrete (by Installer) Setting D;pth// ' ��� Cement or Waterproof compound (by Installer) Dry Sand (by Installer) Ground Sleeve Assembly 16 Ga. Corrugated Galv. Steel Tube Lighting Spike (3/4" dia., steel rod) 12" CUSTOMER NAME: Kum & Go DATE: POLE SECTIONS: 2 QUANTITY 1 FINISH Satin Finish FLU' noornonNCE OF INT 35.82" STAMPED CONCRETE DETAIL F NOT TO SCALE SIDEWALK BOLLARD—MOUNTED d v d ADA SIGN ° ° v ° ° v a ° v v v 4" WHITE BORDER SOLID BLUE BACKGROUND 4.5' m 3" WHITE PAINT in PROPOSED VAN ACCESSIBLE VAN STALL SYMBOL 8' 8'9' NOTES: 1. ALL ACCESSIBLE STALL PAVEMENT MARKINGS SHALL BE 4" WIDE YELLOW STRIPES. 2. ACCESSIBLE AISLE SHALL BE 8' WIDE FOR VANS. 3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 4. A SIGN MUST MARK ACCESSIBLE PARKING. THE SYMBOL ON THE PAVEMENT IS NOT ADEQUATE. ACCESSIBLE FRONT PARKING STALL NOT TO SCALE CONCRETE DESCRIPTION: 1. INTEGRAL CONCRETE COLORING SYSTEM USING CHROMIX ADMIXTURE FOR COLOR—CONDITIONED CONCRETE 2. APPLY COLOR C-34 (DARK GRAY) TO CONCRETE MIX 3. APPLY CLEAR LITHOTEXT LIQUID RELEASE AGENT PRIOR TO STAMPING CONCRETE PER SCOFIELD TECH—DATA BULLETIN 3611.06 STAMPING TOOL DESCRIPTION: 1. NEW BRICK RUNNING BOND PATTERN. STRAIGHT EDGES & SQUARE CORNERS. 2. BRICKS ARE 3-5/8" x 7-5/8" WITH APPEARANCE OF 3/8" WIDE JOINT 1/8" DEEP 3. STAMPING TOOL IS 16"x35.82" 4. ORDER NUMBER: 2010 CONTACT: SCOFIELD COMPANY 1-800-800-9900 WWW.SCOFIELD.COM EXTEND 1' BEYOND CURB RETURN DRIVEWAY ENTRANCE — ROLLOVER /NTS D PATIO FU R N ITU R E NOT TO SCALE FLAG POLE DETAIL FOR USA FLAG E NTS JG W N as > o L co 0 0 th to V o N .a o 0 >= C C p M > N0 M r CO W M LLL as WZ `az 00 J W 0 I i; O2 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 V z KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP Z O 0- Qf 0 W LU 0 Z O LD > W W 0 4 DATE: 03/12/20 SHEET NUMBER: U) 0 W KUM & GO #2310 ♦U♦^)� VJ 0�/ LL U O ti � N LULU W O J U z N Q Uj W n M Uj J V 06 W U) J Q M 0 oes KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP Z O 0- Qf 0 W LU 0 Z O LD > W W 0 4 DATE: 03/12/20 SHEET NUMBER: U) 0 W KUM & GO #2310 r rn 65 0 N O N U L v -v a� O a, 3 v V) J W F -- V) fn I 0 I a 0 I 00 N O n r) (n 0 U v v U U rn a� c a_ �U r) 1 O � U ai LO � � v I N ave J ?� Qo N F, � W O �N Ld O O N M O (0 CD a) v E E .' Y v >,/ zm� � v � > ._ U j N Ld O�o > J J C� Hanger arms accommodate most types of bikes QR code takes smart phone users to comprehensive bike repair web site Large surface area for sponsorship, branding, or way -finding signage Tools are secured with braided stainless steel aircraft cables Add your choice of an Air Kit bikl pump (sold separately) to keep your cyclists' tires topped up anc ready to roll. The Air Kits feature our new Metal Head", a sturdy ci aluminum pump head with PresU and Schrader valve compatibility Black Light Gray RAL 7042 CNH Bright Yellow Beil.e R, Light Green Green Sepia Brown RAL 6018 RAL 6016 RAL 8014 Dark Pu No Flat Black Wine Red www.dero.com 1 1-888-337-6729 © 2018 Dero FIXIT BICYCLE REPAIR STATION NOT TO SCALE Hanger is ADA compliant Includes most commonly used tools for simple bike maintenance Screwdrivers and Allen Wrenches are on swivel connectors for easier use s included: ps and flat head screwdrivers 3, 4, 5, 6, 8mm Allen wrenches dset wrench al wrench 10,11mm box wrenches levers (2) repair products require enance and replacing of erviceable. Silver 9007 SERO n p'..,.:' CORE1W com"aw 8" 2'-6 1/8 2'-6" 4" SIGNAGE SHOWN IN THIS PLAN IS FOR ILLUSTRATIVE PURPOSES O NLY. SIGNAGE SHALL BE APPROVED THROUGH THE BUILDING PERMIT PROCESS AND SHALL BE CONSISTENT WITH THE WHEAT RIDGE CODE OF LAWS AND THE DESIGN PATTERN BOOK FOR CLEAR CREEK CROSSING. AElevation scale: 3/4" =1'- 0" 9'-10" 8'-9" 8'-10 1/2" 8 [a9 Fresh MARKET 12" LED DIGITS 2'- 6" x 8'-9" KUM & GO / GO FRESH MARKET - AREA: 21.87 SQ FT 2'-6" x 8'-10 1/2" GAS PRICE SIGN - AREA: 22.17 SQ FT TOTAL AREA: 44.04 SQ FT 6' MONUMENT SIGN NOT TO SCALE 6'-0" 2'-10" BStreet Elevation scale:3/4" =1'-0" nnoT�alol c� • SEAT STRAPS: 1/4" X 1 1/2" STEEL FLAT BAR • SEAT SUPPORTS: 1/4" X 1/2" STEEL FLAT BAR • PIPE SUPPORTS: 1.315" O.D. X 0.133" WALL SCHEDULE 40 STEEL PIPE • END UNITS: 1" X 1" SQUARE STEEL BAR • SURFACE MOUNT PLATES: 1 1/2" X 3 1/2" X 1/4" STEEL PLATE WITH 9/16" O HOLES MOUNTED WITH FOUR (4), CUSTOMER SUPPLIED, 1/2" 0 X 4-5" STAINLESS STEEL ANCHOR BOLTS SUGGESTED VENDOR: BRP ENTERPRISES, INC. T P.O. BOX 80813 LINCON, NE 68501 1 (800) 438-5311 24 11/16" PHONE: (310) 388-5311 FAX: (310) 388-5311 FAX: (888) 438-5312 www.BRPonline.com EMAIL: specify@BRPonline.com 72" (O.C.) 73 1/2" NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 353-020. 4. COLOR: RAVEN (BLACK) MANCHESTER BACKED BENCHES MC101-72 City of DETAIL "� Wheat l age S -G07 BACKED BENCH CODE BENCH DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPROVED BY: 8N APPROVE DATE 1012016 (�C BENCH DETAIL NTs 2'-10" CBuilding Elevation scale: 3/4" =1'- 0" LU N W r N r >o r C oo O 0 t/� V O N d .a c 04 i C C p M > N0 M C MX r N W M LLL as W u z aW 0 JZSoo W 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 06 LU Z W Q C) Z CV M M V 06 KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP Z O H 0 LU 0 Z O > LU M J_ Q W M Uj U, Q 0 a DATE: 03/12/20 SHEET NUMBER: 16 OF 17 U) Z O U) W KUM & GO #2310 7 3 v N J w I 0 rn I rz 0 V) I 00 r- 04 O n n N 1-110 U 1-110 -a 0 U U Cn (D c a_ U O O N O � U a_ ai Ln rn � � v I N aa3 J ?� Q O N W0 F, n�N Ld O r, —0 N 0 E E Y- a a >, / Zm� -0 v > ._ U j N W 0 Installation Examples Front Front Front Bait 1 Front Elevation NTS 0 3' 6' 12' Front Elevation NTS 0 3' 6' 12' Perspective Not To Scale 1 Front Elevation NTS 0 3' 6' 12' Front Elevation NTS \ - - / 14U I I U OUALL 0 3' 6' 12' — AMPERSAND STRUCTURE N W r N r > O r Z CO O 0 t/� V O N O C, L C0 M > NO M O r fA W M LLL ai W W Z a W JZ/ W 0-. 3F O 3< 1459 Grand Avenue Des Moines, Iowa 50309 R 515-226-0128 Z KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM:BRETT STUPP z O U W W 0 z O Lu Of W Q 0 H W M Lu m U) Z 0 W w <1 I I I DATE: 03/12/20 SHEET NUMBER: 17 OF 17 KUM & GO #2310 U) 0�/ LL O U ti Lu 06 Lu Lu UOr— N Lu Q LuZ J Q 06 U Z � Q M O 0 � CW G KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM:BRETT STUPP z O U W W 0 z O Lu Of W Q 0 H W M Lu m U) Z 0 W w <1 I I I DATE: 03/12/20 SHEET NUMBER: 17 OF 17 KUM & GO #2310 This page intentionally left blank. Planning Commission 13 Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing EXHIBIT 5: ACC APPROVAL LETTER Clear Creek Crossing Architectural Control Committee April 2, 2020 Scott Cutler Planner II, Community Development Department City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80033 sstevens@ci.wheatridge.co.us Dear Mr. Cutler: As Representative of the Clear Creek Crossing Architectural Control Committee, I have reviewed the 3,d submittal regarding Case No. WZ-19-02. The applicant, Kum & Go, met with the Committee prior to submitting its SDP application and addressed all architectural comments in subsequent submittals. The site plan and architecture meet the guidance of both the Clear Creek Crossing ODP as well as the Design Pattern Book. I recommend approval of the SDP as presented in the 3,d submittal. Sincerely, Christine McRight Clear Creek Crossing Architectural Control Committee Representative cc: Stephanie Stevens, City of Wheat Ridge Senior Planner Ken Johnstone, City of Wheat Ridge Community Development Director Planning Commission 14 Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing City of Wh6, at Psjiddge POSTING CERTIFICATION CASE NO. WZ-19-02 / Kum & Go at CCC PLANNING COMMISSION HEARING DATE: April 16, 2020 1, eh v-,. s) le MIA, kt residing at 18 1 3-S W ca) (e to54 4 A- hVtA,(J as . e applicant for Case No. Public Notice at (name) pace Aird - JfA0 ej)007 (address) WZ-19-02 hereby certify that I have posted the sign for 3432 Clear Creek Drive r (location) on this / day of April and do hereby certify that said sign has been posted and remained in place for fifteen (15) days prior to and including the scheduled day of public hearing of this case. The sign was posted in t ition s wn o the map below. Signature: NOTE: This form must be submitted to the Community Development Department for this case and will be placed in the applicant's case file. MAP CITY OF WHEAT RIDGE NOTICE OF PUBLIC HEARING PLANNING COMMISSION NOTICE IS HEREBY GIVEN that a Public Hearing to consider Case No. WZ-19-02 an application filed by Kum & Go for approval of a Specific Development Plan for a gas station/convenience store for the property zoned Planned Mixed Use Development (PMUD) located at 3432 Clear Creek Drive will be held in the Council Chambers of the Municipal Building at 7500 W. 29th Avenue, Wheat Ridge, Colorado, on April 2, 2020 at 7:00 p.m. All interested citizens are invited to speak at the Public Hearing or submit written comments online at www.wheatridesheaks.org beginning on March 20, 2020. LEGAL DESCRIPTION: A PORTION OF BLOCK 3, LOT 1, CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. ♦�A4 • 11 City of - 'Wheat -dge COMMUNITY DVE ELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 LETTER NOTICE (As required pursuant to Code Section 26-109.D) April 2, 2020 Dear Property Owner / Current Resident: This is to inform you of Case No. WZ-19-02 an application filed by Kum & Go for approval of a Specific Development Plan for a gas station/convenience store for the property zoned Planned Mixed Use Development (PMUD) located at 3432 Clear Creek Drive. Due to the spread of the COVID-19 virus, the meeting will be conducted virtually. Please refer to the enclosed handout for three ways to participate: comment in advance, participate live in the virtual meeting, or watch the meeting live or later. The schedule is as follows: Planning Commission April 16, 2020 (ii 7:00 p.m., All interested citizens are invited to submit written comments in advance at www.wheattidespeaks.org beginning on April 3, 2020. All documents and materials for this request, including the staff report, are available for review at www.wheatridgespeaks.org and at the City of Wheat Ridge Planning Division. If you have questions, please contact the Planning Division at 303-235-2846. Thank you, City of Wheat Ridge Planning Division Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Ifyou need inclusion assistance, please call Sara Spaulding, Public Information Officer, at 303-235-2877 at least one week in advance of the meeting. www.ci.wheatridge.co.us Vicinity Ma WZ1905.doc WA1905.doc LAVENTURE MICHAEL N BARNHILL SAM TRUSTEE 70 WBC LLC 13167 W 33RD AVE 621 17TH ST 4505 S YOSEMITE 371 GOLDEN, CO 80401 MANHATTAN BCH, CA 90266 DENVER, CO 80237 EVERGREEN CLEAR CREEK CROSSING LLC BRE LQ PROPERTIES LLC 200 N MARYLAND AVE 201 909 HIDDEN RIDGE 520 GLEN DALE, CA 91206 IRVING, TX 75038 V City of Wheat �dge OFFICE OF THE C1 1Y MANAGM City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2819 F: 303.234.5924 HOW TO PARTICIPATE IN VIRTUAL CITY MEETINGS To help control the spread of the COVID-19 virus, the City of Wheat Ridge will conduct City Council, Planning Commission and other board or commission meetings virtually, encouraging public participation as usual. These efforts will keep the community, elected officials, staff and residents safe while continuing to conduct important City business. The City will be using a virtual meeting format for the City Council and Planning Commission until further notice. This means no members of staff, Council, the Commission, or the public will be present in Council Chambers. The public may, however, participate virtually, and the instructions below are provided to describe the various ways in which the public may participate in virtual public meetings. TO COMMENT IN ADVANCE • Click or follow this link: www.wheatridgespeaks.org • Use Wheat Ridge Speaks to review agendas and staff reports and to submit written comment. • For City Council meetings on Wheat Ridge Speaks: - You may submit comments on at any time until noon on the day of the meeting. - For public hearings related to development or zoning, content will be posted about 10 days in advance. - For all other agenda items, content will be posted about 4 days in advance. • For Planning Commission meetings on Wheat Ridge Speaks: - You may submit comments until noon the day before the meeting. - Content will be posted about 10 days in advance. TO COMMENT DURING THE LIVE MEETING BY WEB OR PHONE • Join the live meeting through the web link or phone number (with access code) provided on the calendar on the City's website and provided on the top of all meeting agendas. Find the calendar at www.ci.wheatridge.co.us/calendar • You will be joined into the meeting and automatically muted. • When public comment is invited, all participants will be unmuted and called upon by last name. (For example, the Mayor or meeting Chair may say: "Now is the time for public comment. All members of the public will be unmuted. Please mute yourself or keep background noise to a minimum. If your last name begins with A through F you may now speak.") • Please only join via the Zoom web or phone meeting if you intend to participate. If you wish to simply view the meeting, see below. TO VIEW THE MEETING LIVE OR LATER • The meeting will be live streamed and archived for viewing at: - www.wheatridgespeaks.org (watch here to follow along with the agenda packet) - Channel 8 on your Comcast feed - YouTube Live www.ci.wheatridge.co.us/view HELPFUL TIPS FOR A GOOD VIRTUAL MEETING EXPERIENCE • If joining through the web, log on 5 minutes before the start of the meeting, since some online products require downloads and installation. • State your name when you speak. • Turn off nearby cell phones, if you are using a computer to connect. • Please use a headset or earbuds. • Only have the virtual meeting application open on your computer. If you are running other programs like email or have additional websites open in your browser, it will interfere with your ability to hear or see the information. Close all other applications and windows when participating. • Please limit distractions when possible. Be aware of background noise. • Video streaming is a relatively new technology. Some things to be mindful of when connecting with your computer/tablet or smart phone. - If your computer/tablet or smart phone is older than 2015 it is recommended that you use a landline/standard telephone to dial into the virtual meeting number to ensure that you can hear the meeting clearly. - Internet service minimum needs to be 40-50 Mbps for best results with a virtual meeting. - Depending on the Internet speed and service in your neighborhood, the most reliable way to participate in the meeting is to call the phone number provided, rather than joining the meeting though the web link. 2 Scott Cutler From: Christine McRight <cmcright@evgre.com> Sent: Tuesday, February 4, 2020 2:44 PM To: Jordan Jefferies; Scott Cutler Subject: RE: Snow Plow Turn -Around My descriptive error — it's an "L" as it has been shown on the K&G submittals. Next step for our team is to have Martin/Martin update the Ph 1 plans at this location on Youngfield Service Rd. Christine McRight I Evergreen Devcol Director, Development O: 303.757.0401 C: 480.695.2191 E: cmcriaht@evere.com From: Jordan Jefferies <jjefferies@ci.wheatridge.co.us> Sent: Tuesday, February 4, 2020 2:14 PM To: Christine McRight <cmcright@evgre.com>; Scott Cutler <scutler@ci.wheatridge.co.us> Subject: RE: Snow Plow Turn -Around Hi Christine, That's good news! I noticed in the description of the plow route you mentioned a "hammerhead" configuration. I don't recall a hammerhead in the K&G site plans. Is this something that's been added in the latest iteration of the site plan? Jordan Jefferies, PE Civil Engineer Office Phone: 303-235-2868 g City of heat Re COMMUNITY DEVELOPMENT From: Christine McRight <cmcright@evgre.com> Sent: Tuesday, February 4, 202012:31 PM To: Jordan Jefferies<iiefferies@ci.wheatridge.co.us>; Scott Cutler <scutler@ci.wheatridge.co.us> Subject: FW: Snow Plow Turn -Around FYI - Christine McRight I Evergreen Devcol Director, Development O: 303.757.0401 C: 480.695.2191 E: cmcrieht@evgre.com From: Kenneth Johnstone<kiohnstone@ci.wheatridige.co.us> Sent: Tuesday, February 4, 202012:27 PM To: Sherman - CDOT, Steve <steve.sherman state.co.us>; Christine McRight <cmcriPhtid)evgre.com> Cc: JEFF WHITE <JWHITE@martinmartin.com>; Ryan Soltis <RSoltis@martinmartin.com>; Allen - CDOT, Kirk <kirk.allen@state.co.us>; Colleen King - CDOT <colleen.king@state.co. up; Robert Yost - CDOT <bob.vost@state.co.us> Subject: RE: Snow Plow Turn -Around Steve, Thanks for the update. We will then move forward to finalizing this site plan with a Planning Commission public hearing likely scheduled in the next 30 to 60 days. Also, with the reconfiguration, we will be taking a ROW vacation ordinance to City Council to vacate the portion of the ROW in the cul-de-sac that will no longer be used. Ken Johnstone, AICP Community Development Director Office Phone: 303-235-2844 head j c C"MMWm' ane+ M From: Sherman - CDOT, Steve <steve.sherman@state.co.us> Sent: Tuesday, February 4, 202012:18 PM To: Christine McRight <cmcriEht@evgre.com> Cc: JEFF WHITE <JWHITE@martinmartin.com>; Ryan Soltis <RSoltis martinmartin.com>; Kenneth Johnstone <kiohnstone@ci.wheatridge.co.us>; Allen - CDOT, Kirk <kirk.allen@state.co.us>; Colleen King - CDOT <colleen.king@state.co.us>; Robert Yost - CDOT <bob.vost@state.co.us> Subject: Re: Snow Plow Turn -Around That makes a lot more sense now! Sorry for the confusion. I can see having the option for a clockwise or counter -clockwise return to the ramps would work fine. I don't see the need for an IGA revision either. Thanks and have a great day. Steve Sherman, PE Resident Engineer, Central Program, Region 1 c COLORADO 4tol � Department of Transportation P 303.512.5986 1 C 720.341.1895 I F 303.757.9099 2829 W Howard Pl, Denver, CO 80204 steve.sherman@state.co.us I www.codot.gov On Fri, Jan 31, 2020 at 4:12 PM Christine McRight <cmcrit@evgre.com> wrote: Adding Bob and Colleen, removing Kevin from the discussion. Christine McRight I Evergreen Devcol Director, Development O: 303.757.0401 C: 480.695.2191 E: cmcri uht(wevure.com From: Christine McRight Sent: Thursday, January 30, 2020 1:49 PM To: 'Sherman - CDOT, Steve' <steve.sherman(t'ystate.co.us> Cc: JEFF WHITE <JWHITE artinmartin.com>; Ryan Soltis <RSoltis _ artinmartin.com>; Kenneth Johnstone <johnstone ci.wheatrid e.co.us>; Allen - CDOT, Kirk <kiLLallen ir state.co.us>; Kevin Brown - CDOT <kevin.brown(dstate.co.us> Subject: RE: Snow Plow Turn -Around Hi Steve, As proposed, the route is wider at both access points and therefore an improvement. Other than placing a pad user on the site, which had always been our intention, the only significant change to the plow route is the shape of the connection at Youngfield Service Rd, from a cul-de-sac to a hammer -head, which also allowed us to widen this access drive significantly, including points of ingress/egress. We have provided reasonable clearance between the five parking space nearest the plow route on the store's south face (secondary, not primary). Most vehicular activity with Kum&Go will not use the plow route, with the exception of entering the site. No pedestrians should be in the plow route area, with the exception of crossing sidewalks at the access points, same as all locations along city ROW, and as shown in the IGA. Distance to the canopy (fuel) is 46' to edge of roof. The route as determined in the discussion leading up to the IGA will not change. Ryan Soltis can provide the exhibit from our discussion on this subject. Certainly plows will not drive around the Kum & Go building for any reason. I marked up the attached plan included in the previous email to illustrate, and have outlined a comparison below. Hopefully this provides a better understanding of our efforts to maintain the intention of the plow route through southern portion of this site — with the single exception being the shape of the terminus at Youngfield Service Rd. We did our best to keep all site activity as far away from the plow route as possible. Original Plow Route in IGA 1. Access drive width at Clear Creek Dr — 24'; Access drive width at Youngfield Service Rd — 80' 2. Plow route width through Block 3 CCC, as shown on plat and in the IGA — 24' 3. Cul-de-sac at Youngfield Service Rd 4. Through site, right on frontage road (Youngfield Service Rd), right on Clear Creek Dr to get back to new I-70 W on ramp. Alternatively, left on Clear Creek Dr to get back to 32' Ave on-ramp. As agreed upon previously, either route might work for operations group since there are now 5 ramps at I- 70 & Clear Creek Dr/32nd Ave. Ryan Soltis can provide these diagrams from a few years ago that support the IGA diagram. Ilustrated RED ARROWS — OFF I-70; BLUE ARROWS — ON I-70 Proposed Plow Route 1. Access drive width at Clear Creek Dr — 48', Access drive width at Youngfield Service Rd — 82' 2. Plow route width as shown on the SDP is 24', with approximately 38' clear of the four parking spaces shown on the side of the K&G building and 46' to fuel canopy 3. Hammer -head at Youngfield Service Rd 4. Same route Please review and let's discuss at your convenience. Christine Christine McRight I Evergreen Devcol Director, Development O: 303.757.0401 C: 480.695.2191 E: cmcright(&evgre.com From: Sherman - CDOT, Steve <steve.shermana)state.co.us> Sent: Thursday, January 30, 2020 12:23 PM To: Christine McRight <cmcright0),evgrre.com> Cc: JEFF WHITE <JWHITEQInartinmartin.com>; Ryan Soltis <RSoltis a, artinmartin.com>; Kenneth Johnstone <k'ohnstone ci.wheatrid e.co.us>; Allen - CDOT, Kirk <kirk.allen a,state.co.us>; Kevin Brown - CDOT <kevin.brown state.co.us> Subject: Re: Snow Plow Turn -Around Hi Christine, I have major safety concerns about this new plow route and cannot agree to the change. Forcing snowplows to loop around the Kum and Go introduces many conflict points with cars getting gas, cars pulling out of parking spots, traffic going to the donut shop, and the many pedestrians. Not to mention the extra distance traveled. With the limited visibility plows have, the risk is high that this change could be disastrous. We are always open to "equal or better" proposals, but this seems far worse and less safe. Let me know if you want to propose other options. Any change will require an amendment to the IGA, which will take some time. Copied Ken Johnstone (Wheatridge), Kevin Brown (CDOT W. Program), and Kirk Allen (CDOT Permits) on this email, whom I have spoken to about this. Thanks, i:- W CDOT ROW IW previously dedicated to COWR Clear Creek Crossing Filing No. 1 wide Access Easement This portion of Youngfield Service Road to be removed I '� ■� "' � (� k o e t �� I i e' I t j• �• • - d� �. i`o, i -de-sac bulb cul 34 T I JExisting W U W Youngfield Service 0 Road (CDOT ROW) Z O W Q Iw �A iffieehM l es Inc' Kum & Go ROW Vacation Legend Interstate State_Highway ROW_CURRENT JeffCo Parcels_Sept-2019 Road Centerline CLASS Primary road, interstate highway, limited access road Secondary road, U.S. highway Connecting road, county roads Neighborhood road, city street, unimproved road Special Road Feature N W E S 100 50 0 too Feet Horizontal Coordinate System: NAD83/92 State Plane, Colorado Central Zone 0502 Vertical Datum: NAVD88 DISCLAIMER NOTICE: This is a pictorial representation of geographic and demographic information. Reliance upon the accuracy, reliability and authority of this information is solely the requestor's responsibility. The City of Wheat Ridge, in Jefferson County, Colorado - a political subdivision of the State of Colorado, has compiled for its use certain computerized information. This information is available to assist in identifying general areas of concern only. The computerized information provided herein should only be relied upon with corroboration of the methods, assumptions, and results by a qualified independent source. The user of this information shall indemnify and hold free the City of Wheat Ridge from any and all liabilities, damages, lawsuits, and causes of action that result as a consequence of his reliance on information provided herein. �A Wheat Iidbe 7500 West 29th Avenue Wheat Ridge, CO 80033-8001 303.234.5900 DATE: 02/10/2020 EXHIBIT A 1 OF 2 LEGAL DESCRIPTION A PARCEL OF LAND LOCATED WITHIN CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3, RECEPTION NUMBER 2019087681, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 29; THENCE N43°53'18"E A DISTANCE OF 1397.67 FEET TO THE SOUTHEAST CORNER OF LOT 1, BLOCK 3 CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3, THENCE ALONG THE EASTERLY LINE OF SAID LOT 1, N06°23'52"W A DISTANCE OF 9.23 FEET TO THE POINT OF BEGINNING. THENCE 104.22 FEET ALONG THE ARC OF A NON—TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 42.50 FEET, A CENTRAL ANGLE OF 140' 30'01", AND A CHORD WHICH BEARS N05' 46' 18" W A DISTANCE OF 104.22 FEET TO A POINT ON THE EASTERLY LINE OF CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING TWO (2) COURSES: 1) S00043'38"E A DISTANCE OF 7.05 FEET; 2) THENCE S06'23'52"W A DISTANCE OF 73.00 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 0.0384 ACRES (1,672 S.F.) MORE OR LESS. ALL LINEAL DISTANCES ARE REPRESENTED IN U.S. SURVEY FEET. BASIS OF BEARING: BEARINGS ARE BASED UPON THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. BEING A LINE BETWEEN THE EAST 1/4 CORNER OF SECTION 30 AS MONUMENTED BY A CITY OF WHEAT RIDGE 3.25"DIAMETER BRASS DISK, LS 13212 IN CONCRETE AND A CITY OF WHEAT RIDGE WITNESS CORNER BEING A 3.25"DIAMETER BRASS DISK, LS 13212, IN CONCRETE LYING 200.00'SOUTH OF THE NORTHEAST CORNER OF SAID SECTION 30, AS HAVING A BEARING OF N01'01'46"W PER CITY OF WHEAT RIDGE CONTROL DATUM. PREPARED BY: NEIL LUCKINBILL REVIEWED BY: RICHARD A. NOBBE, P.L.S. FOR AND ON BEHALF OF MARTIN/MARTIN CONSULTING ENGINEERS, INC 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 JANUARY 13, 2020 R 23899 me EXHIBIT A 2 OF 2 NW COR, SEC 29, T3S, R6914, 6TH P.M. CALCULATED BLOCK 3, LOT 1 CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 REC. // 2019087581 133, 724 S.F. 3.0699 AC. 24' SNOW PLOW EASEMENT REC. jf2019087681 EXISTING 50' CONSOLIDATED MUTUAL WATER EASEMENT REC. # S06'23'52"V ----— -- 9.23 10' U. E. (TYP) REC. (2019087681 70 WEST BUSINESS CENTER (70WBC) LOT 1 PLA T BOOK 79, PA GE 4 7 REC. 84076366 NOT PART OF THIS PLAT N 0 25 50 SCALE: 1 "=50' ALL DIMENSIONS ARE U.S. SURVEY FEET THIS EXHIBIT DOES NOT REPRESENT A MONUMENTED LAND SURVEY. IT IS ONLY TO DEPICT THE ATTACHED DESCRIPTION Ln w o w INTERSTATE 70 (R. 0. W VARIES) DEPARTMENT OF HIGHWAYS PARCEL 143, BOOK 1855, PAGE 425 CITY OF WHEAT RIDGE R.O.W. REC. # 2011072532 TO BE VACATED BY THIS DOCUMENT 1,672 S.F. 0.0384 AC. POINT OF BEGINNING INTERSTA TE 70 (R. 0. W. VARIES) BOOK 1952, PAGE 286 POINT OF COMMENCEMENT WEST QUARTER CORNER SECTION 29 T3S, R69W, 6TH P.M. (null) COWR ROW VACATION No Bearing Chord 001 N05 -46-18E 80.000 002 S00 -43-38E 7.050 003 506-23-52W 73.000 Radius M Arc C Arc Delta 42.500 104.220 104.218 140-30-01 CW CLOSURE = 0.000 N29 -37-55W PERIMETER = 184.268 PRECISION = 1: 384504 AREA = 1672.10 SQ. FEET OR 0.038386 ACRES From: Jordan Jefferies To: Jesse" Eric; Scott Cutler: Bill La Row Cc: Robert Fiebia: Dan Garneau; Christine McRiaht; "Jeff A. White" Subject: RE: Kum&Go - CD Submittal Comments Date: Thursday, May 28, 2020 8:49:00 PM Attachments: 0 maae001. nna Hi Eric, The plans, CCP, and cost estimate are all approved. You can find the approved, stamped documents here: httDS://www.dropbox.com/s/7tfshayykhi9u65/k%262 aDDroved%20documents.zip?d1=0 You'll have to work with Bill to wrap up final SWMP approval if he hasn't approved already. We still need a plan sheet for the revised configuration of the frontage road from M&M, but I'll work with Jeff to get those approved. Thanks, Jordan Jefferies, PE Civil Engineer Office Phone: 303-235-2868 Email 0 From: Jesse, Eric <Eric.Jesse@Woolpert.com> Sent: Tuesday, May 26, 2020 2:37 PM To: Scott Cutler<scutler@ci.wheatridge.co.us>; Jordan Jefferies <jjefferies@ci.wheatridge.co.us>; Bill LaRow <blarow@ci.wheatridge.co.us> Cc: Robert Fiebig <Robert.Fiebig@kumandgo.com>; Dan Garneau <Dan.Garneau@kumandgo.com>; Christine McRight <cmcright@evgre.com>; 'Jeff A. White' <JWH ITE@martinmartin.com> Subject: RE: Kum&Go - CD Submittal Comments Scott, Jordan & Bill, We have addressed your comments as best as we can. Included in this link are the revised CD's, Cost Estimate, CCP and SWMP. Rather than a formal letter I figured a quick list here would suffice, let me know if not. httDS://wool pe rt-my.s hare poi nt.com/:f:/p/ericJesse/Es BoM2BIW- tNsoN2ed EotFkBy80oQccsOZpsnnLld2wDYA?e=cHuOtE CD's 1. There is no annotation to indicate what this is. Add the following callout or similar: "Install modular block retaining wall (2ft max height) as necessary to meet design slope requirements." A simple modular block detail would be helpful. Response: This is only a 6" curb. Callout has been added to the grading plan and a detail has been added to detail sheet 32. No modular blocks needed. 2. What compels the owner of the northern lot to install this? If they don't install, Kum & Go will be required to install. Show this as hatched. Native seed or mulch would be OK for interim cover until northern lot develops. Response: The callout on the landscape plan has been updated to indicate that K&G will seed and mulch this area as shown in the Erosion Control Plan. The Developer will require whomever purchases that lot to make additional improvements to this island, the City also should make that request during their review of the owners DP and CD submittals. Cost Estimate: Erosion control and earthwork removed, City unit costs have been used as suggested. The fire hydrants on oursite have already been installed by the developer and are currently in place, we will not be including them in the cost estimate of work to do be done our site. CCP: Signature blocks have been added, legend better reflects the example shown. Plans will be filled out by engineers with inputfrom Contractor, XXXs to remain. We also received comments on the SWMP from Bill LaRow, we have updated accordingly and have included with this submittal as well. Bill let us know how this one looks. Please let me know if you have any questions orfollow up. Thank you all for the quick turnaround on these comments. Eric Jesse, PE D: 720.279.3789 I C 303.877.4715 wool oert.com From: Scott Cutler <scutler(cDci.wheatridge.co.us> Sent: Tuesday, May 19, 2020 16:12 To: Jesse, Eric <Erlc.Jesse(cDWoolpert.com> Cc: Robert Fiebig <Robert.Fiebig(cDkumandgo.com>; Dan Garneau <Dan.Garneau(cDkumandgo.com>; Christine McRight <cmcright(cDevgre.com>;'Jeff A. White' <JWHITE(cDmartinmartin.com>; Jordan Jefferies < iefferies(cDci.wheatridge.co.us> Subject: Kum&Go- CD Submittal Comments Eric, Comments/redlines attached. There are very minor comments remaining at this point. Once these comments are addressed, Engineering will be able to sign off and can send a final letter summarizing all the construction phase requirements. Best, Scott Cutler, AICP Planner II Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 www.ci.wheatridge.co.us Email CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only forthe 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 bye -mail, attaching the original message, and delete the original messagefrom your computer, and any networkto which yourcomputer Is connected. Thankyou. `,11' City Of ]�9�`Wh6atfk COMMUNITY DEVELOPMENT Memorandum TO: Scott Cutler, Planner II FROM: Dave Brossman, Development Review Engineer DATE: April 13, 2020 SUBJECT: MS -19-06, WZ-19-02 / Kum & Go Clear Creek Crossing — Review #6 I have completed our sixth review for the request for approval of a minor subdivision plat for a gas station and convenience store located in the southeast portion of the Clear Creek Crossing master -planned development, south of 40th Avenue and east of the future Clear Creek Drive, received on April 10, 2020, and have the following comments: W W-100 1011"KWO101 ILL Final Plat: 1. All Final Plat comments have been addressed; Engineering hereby approves the 6' submittal of the Final Plat for Mylar®. K= & Go Clear Creek P19 R—ew-6. a,proval It Go- A, City of Wheatludge COMMUNITY DEVELOPMENT Memorandum TO: Stephanie Stevens, Planning Scott Cutler, Planning FROM: Jordan Jefferies, Engineering DATE: April 13, 2020 SUBJECT: MS -19-06, WZ-19-02 / Kum & Go Clear Creek Crossing — Review #4 I have completed my fourth review for the request for approval of a Specific Development Plan and associated minor subdivision plat for a gas station and convenience store located in the southeast portion of the Clear Creek Crossing master -planned development, south of 40th Avenue and east of the future Clear Creek Drive, received on March 31, 2020, and I have the following comments: PLANNING & ZONING: Specific Development Plan: No additional comments. The SDP is approvable by Engineering. Final Plat: The final plat is under separate review and comments or approval will be included in a separate letter. CIVIL ENGINEERING: Construction Plans: See attached redline markup documents for comments on the Construction Plans, which are also summarized below. Please provide any necessary comment responses directly in the PDF redline markup documents or in letter format with the next submittal. 1) Sheet 4— Easement Details: Verify that this has been updated with the final approved version of the plat. 2) Sheet 6—Site Plan: Stop bar and all arrow markings shall be white, not yellow. 3) Sheet 6— Site Plan : Width? Length? Should be 4" white. 4) Sheet 6—Site Plan: Width? Length? Should be double 4" yellow lines. 5) Sheet 6—Site Plan: Rotate sign 90 degrees. Intent is to notify trucks of exit route as they enter. 6) Sheet 6—Site Plan: Actual crosswalk striping is not necessary at the entrance. Show the bike lane striping accurately for reference. Can get the plans from Martin & Martin. 7) Sheet S— GradingPlan: Maximum allowable slope in landscape areas is 25%. Kim &Go Clear Cee, Revlew41m doc Engineering Division April 13, 2020 Page 2 Suggest installing a short segment of landscaping block wall (6" — 12") on east end of amenity area to help flatten the amenity area 8) Sheet 8— Grading Plan: Where does the 5514 contour tie-in? 9) Sheet 9—Spot Elevations -1: It appears after site visit that this transition from rollover curb to vertical curb has already been constructed. It may be helpful to add a note indicating that this has already been constructed. Kum & Go only has to tie into the existing rollover curb at the property line. 10) Sheet 9—Spot Elevations -2: This looks like a wall is required. Or fix the 5514 contour and grade down to top of curb if it can be done at 25% slope or less. 11) Sheet 13 —Landscape Plan: What is the surfacing here? This area must be stabilized and can't just be left as disturbed soil until the adjacent site is developed. Drainage Compliance Letter: The drainage compliance letter is approved by Engineering. In addition to the comments above, I have the following general comment(s): The design of the northern portion of Youngfield Service Road, which must be modified due to the removal of the cul-de-sac from the I-70 ramp plans, must be finalized and approved by the City prior to issuance of building permits. 2. The intersection improvements at Youngfield Service Road and the entrance to 70 West Business Center, being designed and constructed by Evergreen Devco, must be complete prior to issuance of a Certificate of Occupancy. The following documents have not yet been submitted and will be required prior to issuance of site permits: SWMP, cost estimates for private/onsite horizontal infrastructure, and the Construction Control Plan (CCP). Please reach out to me if you have any questions on these additional documents. SUBDIVISION -RELATED REQUIREMENTS: 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. Kum & Go Clear Creek Review-4.Ih.doex Engineering Division April 13, 2020 Page 3 2. Private improvements Cost Estimate & Use Tax: A cost estimate for private infrastructure improvements will be required prior to issuance of a Sitework Permit. The private improvements cost estimate shall include a breakdown of costs for all non-public "horizontal' infrastructure installed on site, including but not limited to: paving, curb & gutter, sidewalks, sanitary sewer, water mains, hydrants, lighting, private storm sewer improvements, and landscaping. Costs associated with "vertical' construction and public infrastructure should not be included. The private improvements cost estimate will be used to determine the City use tax due for this project. City use tax is due upon application for a Sitework Permit. Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, Construction Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 4. Sitework Permit: Prior to construction of any private infrastructure on the site, a Sitework Permit will need to be obtained from the City Building Department. Payment of the City use tax is required at the time of application for the Sitework Permit. Sitework Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report, Final Plat, Final Development Plan, Traffic Impact Study, Construction Plans, and Construction Control Plan. 5. Construction Control Plan: A Construction Control Plan (CCP) shall be required prior to issuance of Sitework and ROW Permits. The Construction Control Plan is a modified set of construction plans used in the field to facilitate recordation of key as -built elevations and dimensions. The CCP shall be developed by the design engineer and architect and shall be submitted to the City for review and final approval. Instructions for development of the CCP are included with this letter. 6. Pre -Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre -construction meeting with the city of Wheat Ridge public works at 303.23 5.286 1. The contractor shall be responsible for contacting all applicable utility districts for this meeting. Kum & Go Clear Creek Review-Utr.doex Engineering Division April 13, 2020 Page 4 7. Drainage Certification/ As -Built Plans/ SMA and O & M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancv for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer -of -Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As -Built Plans: The following items shall be included in the As -Built Plan prior to City acceptance (as applicable to this project): i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies of the "As -Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (of the signed & sealed sheets). 8. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD@ DWG format, ROW maps, and City -based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridee.co.us Kum & Go Clear Creek Review-Utr.doex XAi WOO L P E P T ARCHITECTURE I ENGINEERING I GEOSPATIAL Drainage Compliance Letter To: Jordan Jefferies City of Wheat Ridge City Hall 7500 W. 291h Avenue Wheat Ridge, CO 80033 From: Eric Jesse, PE Woolpert Inc. 116 Inverness Drive East, Suite 107 Englewood, CO 80112 CITY OF WHEAT RIDGE PUBLIC WORKS,. ENGINEERING APPROVED FOR:. ® DRAINAGE ' C1 SIDEWAILK 0 CURB & GUTTER D STREET .0 MISCELLANEOUS 0 PLAT COMMENT APR 13, 2020 GINE DATE SUBJECT TO FIELD INSPECTIONS CITY OF WHEAT RIDGE ENGINEERING DIVISION DATE 03/31/2020 Date: March 27, 2020 03/31/2020 Subject: Kum & Go #2310 RECEIVED W. 32nd Avenue & 1-70, Wheatridge CO 80401 5th Submittal This Drainage Compliance Letter is intended to summarize how the drainage would compare from the new development to the previous Final Drainage Report performed by Martin/Martin, Inc. in January 2019. Based on Volume 1 of the Urban Drainage and Flood Control District's (UDFCD) Urban Storm Drainage Criteria Manual (USDCM) for infill projects, as long as the imperviousness of the site is not being increased in proposed conditions, additional detention and water quality would not be necessary. The current existing conditions of the site is largely undeveloped, vacant land, that has been graded and ready for development. The site is located on lot 1, block 3 of Clear Creek Crossing Subdivision Filing No. 3 and is approximately 3.10 acres and contains native grasses and vegetative areas throughout. There is a subdivision proposed within this lot that would create both a northern and southern property. Kum&Go would be located within the southern portion of that subdivision and take up approximately 1.58 acres, which leaves 1.52 acres for the remaining northern development. Of the proposed improvements, Sub -Basin X1 will not be collected and instead be conveyed and captured within Clear Creek Drive. This means that 0.29 acres from the proposed site will not be captured on site, however an additional 0.16 acres from off site property will be conveyed, captured, and accounted for within Sub -Basin C and D. From this a total of 1.45 acres will be captured and conveyed through the private storm sewer system to the Clear Creek Drive system. The proposed site currently sits within the Sub -Basin S3, which contains 2.70 acres and approximates a 95% impervious ratio, a 5 and 100 -year runoff coefficient of 0.84 and 0.90, and a flow rate of 8.85 cfs and 19.72 cfs for the 5 -year and 100 -year storm for the full build out. The basis for the design is detailed in the Final Drainage Report performed by Martin/Martin, Inc. Since the acreage for the combined lots is greater than that of Sub -Basin S3, a conservative percentage comparing the acreages of proposed site (1.74 total acreage) and Sub -Basin S3 will be utilized. In this scenario, the proposed Kum&Go site will account for approximately 64.5% of Sub -Basin S3. Please refer to the attached documents taken from the Final Drainage Report performed by Martin/Martin, Inc. for additional clarity and information. Woolpert, Inc. 116 Inverness Drive East, Suite 107 Englewood, CO 80112 303.925.1400 Page 2 Under proposed conditions, the Kum & Go gas station site plan utilizes approximately 11,770 square feet of roofed area, 42,600 square feet of proposed drives/parking areas/and sidewalks. And roughly 15,250 square feet of islands and landscaped areas in the proposed conditions which would be of a vegetative nature. Utilizing the values from Table 6-3 of the USDCM, the imperviousness was calculated to be 77.4% as shown in Exhibit 1. Utilizing the table below, the proposed analysis is compared to that of the conditions assumed within the approved Final Drainage Report. All of these values are less than that of the assumed design conditions proposed within Final Drainage Report performed by Martin/Martin, Inc. Therefore, the the development will not need to provide supplemental detention and is in compliance with the approved Master Drainage Study for the Clear Creek Crossing Development. Woolpert, Inc. 116 Inverness Drive East, Suite 107 Englewood, CO 80112 303.925.1400 Runoff Runoff Area Imperviousness Q (CFS) Q (CFS) Area Coefficient Coefficient (Acres) N (5 -Year) (100 -Year) (5 -Year) (100 -Year) S3 2.70 95.0 0.88 0.94 8.85 19.72 64.5% of S3 1.74 N/A N/A N/A 5.71 12.72 Proposed Site + Additional 1.74 77.4 0.67 0.80 5.50 11.37 Captured Area All of these values are less than that of the assumed design conditions proposed within Final Drainage Report performed by Martin/Martin, Inc. Therefore, the the development will not need to provide supplemental detention and is in compliance with the approved Master Drainage Study for the Clear Creek Crossing Development. Woolpert, Inc. 116 Inverness Drive East, Suite 107 Englewood, CO 80112 303.925.1400 Project Name: Kum & Go Store # 2310 Job Number: 79278 Subject: %Imp Date: 2/13/2020 By: Cameron Livermore COMPOSITE RUNOFF COEFFICIENTS Global Parameters Land Use Area perSub-BasinComposite Hydrologic Soil Group. C Land Use %Imp Cc Cs Go Goo Hardscape (Assn & Conc) 100.0% 0.89 092 004 006 Rooftop 90 0% 0.80 0 84 0.87 001 Gravel 400% 036 040 050 0.69 Playgrounds 250% 022 027 039 0.62 Landscaping/Undeveloped 2.0% 0.02 007 021 052 Proposed Development Per Design Team Layout Notes 1. Global Parameters from Table 63 in the UDFCD USDCM. 2. Weighted A values based on composite imperviousness& Table 6-4 in the UDFCD USDCM. G ADEVClientsAKum&GoA0]02]8 Wheatrldge, CO -2310A4 0 DisciplinesVCivilAEnSStorm DesignADainage Conformance LePenSupporfing Documents\Spreadshe ets\2310_Hydml day Spreadsheet xlsx Land Use Area perSub-BasinComposite Runoff Coefficient Total Area Hardsca in RooftopGravel Playground Landscaping Composite Subbasin Area acres Area acres Area acres = Area acres 5 -year 10 -year 100 -year (acres) Area acres %Check I%mperviousness FULL SITE 158_ 097 161.6% 1 17.1% 1_0.0% 1 0.0% 034 I_214% 100.0% ]].4% 0.67_ A _ 0_13 0-0-0 _t-0-0-%- _027 013 100 0% _0.00 0.00 _0.00 0.00 t 0 0% _ 0.00 0 0% 100.0% 90.0% _ 0.]] 0.80 0.85 ___ __ __ ________ _____4____ ____�____ 2Lo ____+_____________ _ B 0.14 0 00 0.0% 014 100.0% 0.00 0.0% 0.00 1 0.0% 0.00 I 0 0% 100.0% 90.0% 0.]] 1 0.80 1 0.85 ---- C---- --0-7-0-- 002 --T-8-8 _5% -000 1 0.0% -0.00 1-0.0% -O-00-T-0-0-%- --0-08--115% 100.0% 88.8% 10.-- - 0.76 0.79 -T-o85 -----+---- ----- - ----- --- - -4---- --- - -- -- --- --- - +------------- ---- - -+--.79 --- ____ 048_ 032 664% _000 _0.0% _000 _0.0% _0.00 0.0% _ 016 33.6% 100.0% 6].1% _ 0.59 _0.63 _ _0.76 X1 ___ 029 014-� 493% _____ ____t____ 000 0.0% ____y____ 0.00 0.0% ____y____ 0.00 0.0% ____t________y____ 0.15 50 ]% 100.0% 50.4% ____ 0.45-� 0.50 0.69 _____t_____Y____ ___ _____ ____1____ ____J____ ____J____ ____1________J____ ___ II _____ ____T____ ____,____ ____,____ ____T________,____ I ____ I _____T_____Y____ ____ --- __---- ___�____ ____�____ ____+____ ____-____ ____ ___ I I I Total Uncaptured 0.29 0.14 49.3% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.15 50.7% 100.0% 50.4% 0.45 0.50 0.69 Total Captured 1.45 0.94 64.8% 0.27 18.6% 0.00 0.0% 0.00 0.0% 0.24 16.6% 100.0% 81.9% 0.71 0.]4 0.82 Total 1.74 1.08 62.2% 0.27 15.5% 0.00 0.0% 0.00 0.0% 0.39 22.3% 100.0% 76.6% 0.66 0.70 0.80 Notes 1. Global Parameters from Table 63 in the UDFCD USDCM. 2. Weighted A values based on composite imperviousness& Table 6-4 in the UDFCD USDCM. G ADEVClientsAKum&GoA0]02]8 Wheatrldge, CO -2310A4 0 DisciplinesVCivilAEnSStorm DesignADainage Conformance LePenSupporfing Documents\Spreadshe ets\2310_Hydml day Spreadsheet xlsx Project Name Job Number: Subject: Date: By: Kum & Go Store # 2310 Cameron Livermore T1ME OF CONCENTRATION, Tc Sub -Basin Data Initial /Overland Time, I,, Travel Time, it Tc Check Computed Tc Total Length Tc (18-15i)+L/60'(24 i+12)'S"0.5 Overall Avg min R min Slope Final T min Basin ID AreaC Ac) Length f1h Inv Up Inv Down Slope % t, min Length f1h Inv Up Inv Down Slope % Velocity (fps) it min A 0.13 0.77 110 1.00 6.3 0 0.00 0.0 0.0 6.3 110 5.05 0.010 5.0 B 0.14 0.77 130 1.00 6.8 0 0.00 0.0 0.0 6.8 130 5.1 0.010 5.1 C 0.70 0.76 300 4.00 6.7 0 0.00 0.0 0.0 6.7 300 5.4 0.040 5.4 D 0.48 0.59 160 2.50 8.8 0 0.00 0.0 0.0 8.8 160 8.5 0.025 8.5 X1 1 0.29 0.45 0.0 1 0 0.00 1 0.0 1 0.0 0.0 0 0.0 G:\DE\Clients\Kum&Go\079278 Wheatritlge, CO - 2310`4.0 Disciplines\Civil\Eng\Storm Design\Drainage Conformance Letter\Supporting Doc um ant s\Spre atlshe ets\2310_Hytlrology Spreatlsheet.xlsx Project Name: Kum & Go Store # 2310 Job Number: 79278 Subject: Date: 2/13/2020 By: Cameron Livermore 6WA MFM A:11101MaM:L'rIIQ01M0LVA IAIonMI] Subbasin Design Point Direct Runoff Area (Ac) C5 Tc* (min) CA I (in/hr) Q (cfs) TOTAL 1.74 5.50 A 0.13 0.77 5.05 0.10 4.77 0.49 B 0.14 0.77 5.14 0.11 4.75 0.51 C 0.70 0.76 5.44 0.54 4.68 2.51 D 0.48 0.59 8.54 0.28 4.05 1.13 X1 0.29 0.45 0.00 0.13 6.58 0.86 G:\DE\Clients\Kum&Go\079278 Wheatridge, CO -2310\4.0 Disciplines\Civil\Eng\Storm Design\Drainage Conformance Letter\Supporting Documents\Spreadsheets\2310_ Hydrology Spreadsheet.xlsx Project Name: Kum & Go Store # 2310 Job Number: 79278 Subject: Date: 2/13/2020 By: Cameron Livermore iGDNAMFM A :11101 M a M MlIll I M 01M0LVA IAIonIQI] Subbasin Design Point Direct Runoff Area (Ac) C'oo Tc* (min) CA I (in/hr) Q (cfs) TOTAL 1.74 11.37 A 0.13 0.85 5.05 0.11 8.12 0.91 B 0.14 0.85 5.14 0.12 8.08 0.95 C 0.70 0.85 5.44 0.60 7.96 4.75 D 0.48 0.76 8.54 0.36 6.89 2.50 X1 0.29 0.69 0.00 1 0.20 11.20 1 2.26 G:\DE\Clients\Kum&Go\079278 Wheatridge, CO- 2310\4.0 Disciplines\Civil\Eng\Storm Design\Drainage Conformance Letter\Supporting Documents\Spreadsheets\2310_ Hydrology Spreadsheet.xlsx SUB -BASIN SURFACE CHARACTERISTICS AREA (ACRES) C2 COMPOSITE RUNOFF COEFFICIENTS C5 C10 C100 PERCENT IMPERVIOUSNESS S4B LANDSCAPE 1.32 0.02 0.07 0.22 0.52 2% ROOF 2.06 0.80 0.83 0.87 0.91 90% ASPHALT/CONCRETE 6.88 0.89 0.92 0.94 0.96 100% HISTORIC FLOW ANALYSIS 2.21 0.02 0.07 0.22 0.52 2% SUB -BASIN COMPOSITE 12.47 0.63 0.67 0.72 0.83 70.6% SUB -BASIN SURFACE CHARACTERISTICS AREA (ACRES) C2 COMPOSITE RUNOFF COEFFICIENTS C5 C10 C100 PERCENT IMPERVIOUSNESS S4C ROOF 2.40 0.80 0.83 0.87 0.91 90% LANDSCAPE 2.93 0.02 0.07 0.22 0.52 2% ASPHALT/CONCRETE 8.67 0.89 0.92 0.94 0.96 100% SUB -BASIN COMPOSITE 1 14.00 0.69 0.73 0.78 0.86 77.8% SUB -BASIN SURFACE CHARACTERISTICS AREA (ACRES) COMPOSITE RUNOFF COEFFICIENTS C2 C5 C10 C100 PERCENT IMPERVIOUSNESS S4D NEIGHBORHOOD AREAS 10.90 0.58 0.62 0.68 0.80 65% SUB -BASIN COMPOSITE 10.90 0.58 0.62 0.68 0.80 65.0% SUB -BASIN SURFACE CHARACTERISTICS AREA (ACRES) COMPOSITE RUNOFF COEFFICIENTS C2 C5 C10 C100 PERCENT IMPERVIOUSNESS S4E NEIGHBORHOOD AREAS 4.00 0.58 0.62 0.68 0.80 65% SUB -BASIN COMPOSITE 4.00 0.58 0.62 1 0.68 0.80 65.0% SUB -BASIN SURFACE CHARACTERISTICS AREA (ACRES) COMPOSITE RUNOFF COEFFICIENTS C2 C5 C10 C100 PERCENT IMPERVIOUSNESS S1 PARKS, CEMETERIES 25.00 0.09 0.14 0.27 0.55 10% SUB-BASIW COMPOSITE 25.00 0.09 0.14 0.27 0.55 10.0% SUB -BASIN SURFACE CHARACTERISTICS AREA (ACRES) COMPOSITE RUNOFF COEFFICIENTS C2 C5 C10 C100 PERCENT IMPERVIOUSNESS S2 COMMERCIAL AREAS 24.10 0.85 0.88 0.90 0.94 95% SUB -BASIN COMPOSITE 24.10 0.85 0.88 0.90 0.94 95.0% SUB -BASIN SURFACE CHARACTERISTICS AREA (ACRES) COMPOSITE RUNOFF COEFFICIENTS C2 C5 C10 C100 PERCENT IMPERVIOUSNESS S3 COMMERCIAL AREAS 2.70 0.85 0.88 0.90 0.94 95% SUB -BASIN COMPOSITE 2.70 0.85 0.88 0.90 0.94 95.0% SUB -BASIN SURFACE CHARACTERISTICS AREA (ACRES) COMPOSITE RUNOFF COEFFICIENTS C2 C5 C10 C100 PERCENT IMPERVIOUSNESS S5 COMMERCIAL AREAS 12.16 0.85 0.88 0.90 0.94 95% SUB -BASIN COMPOSITE 1 12.16 1 0.85 1 0.88 0.90 1 0.94 95.0% TAKEN FROM APPROVED FINAL DRAINAGE REPORT FOR THE OVERALL DEVELOPMENT. FOR REFERENCE AND INFORMATION ONLY COMPOSITE_C-VALUES 9/27/2017 4:33 PM G:\MOORE\16.0946-Clear Creek Cross ing\ENG\DRAI NAG E\CLEAR CREEK CROSS ING\MASTER\EXCEL\RATIONAL\CLEAR CREEK CROSSING.Asm PROJECT: Clear Creek Crossing JOB NO: 01/16/00 DATE: 07.26.17 MARTIN/MARTIN 4000 CONSULTINGNI E.IE TAKEN FROM APPROVED FINAL DRAINAGE REPORT FOR THE OVERALL DEVELOPMENT. FOR REFERENCE AND INFORMATION ONLY RUNOFF -SUMMARY 9/27/2017 4:33 PM G:\MOORE\16.0946-Clear Creek Cross ing\ENG\DRAI NAGE\CLEAR CREEK CROSS ING\MASTER\EXCEL\RATIONAL\CLEAR CREEK CROSSING.xlsm RUNOFF SUMMARY BASIN DESIGN POINT AREA (ACRES) % IMP. C 5 C goo Q2 (CFS) Q5 (CFS) Q10 (CFS) Q25 (CFS) Q100 (CFS) N1 16 19.20 85.0% 0.79 0.89 39.44 56.74 67.48 104.20 133.46 N2 17 15.40 95.0% 0.88 0.94 32.34 46.21 53.94 83.28 102.88 N3 21 26.80 95.0% 0.88 0.94 48.65 69.50 81.13 125.26 154.73 N4 19 4.11 100.0% 0.92 0.96 8.95 12.75 14.78 22.81 27.71 S4A 46 18.96 52.8% 0.51 0.75 16.93 25.36 33.26 51.36 77.26 S413 54 12.47 70.6% 0.67 0.83 13.98 20.38 25.11 38.76 52.78 S4C 53 14.00 77.8% 0.73 0.86 21.19 30.66 37.08 57.25 75.44 S4D 48 10.90 65.0% 0.62 0.80 13.24 19.43 24.34 37.57 52.67 S4E 60 4.00 65.0% 0.62 0.80 4.82 7.07 8.85 13.67 19.16 S1 23 25.00 10.0% 0.14 0.55 3.92 8.41 18.84 29.08 69.95 S2 46 24.10 95.0% 0.88 1 0.94 1 47.89 68.42 79.87 123.32 152.33 S3 47 2.70 95.0% 0.88 0.94 1 6.20 8.85 10.34 15.96 19.72 S5 48 12.16 95.0% 0.88 0.94 23.27 33.24 38.80 59.91 74.01 S6 48 6.90 84.6% 0.79 0.89 11.98 17.23 20.53 31.69 40.65 S7 23 4.49 2.0% 0.07 0.52 0.09 0.47 1.64 2.53 7.25 S8 22 5.60 85.0% 0.79 0.89 9.53 13.71 16.31 25.18 32.25 S10 21 4.56 10.0% 0.14 0.55 1.07 2.29 5.13 7.93 19.06 OS 1 41 32.00 40.0% 0.40 0.69 19.24 29.72 41.88 64.67 106.90 OS2 42 18.10 40.0% 0.40 0.69 10.79 16.66 23.48 36.25 59.92 OS3 44 4.40 100.0% 0.92 0.96 9.79 13.94 16.15 24.94 30.29 OS4 44 13.90 95.0% 0.88 0.94 28.26 40.38 47.14 72.78 89.91 OS5 18 1.20 2.0% 0.07 0.52 0.05 0.25 0.87 1.34 3.85 TAKEN FROM APPROVED FINAL DRAINAGE REPORT FOR THE OVERALL DEVELOPMENT. FOR REFERENCE AND INFORMATION ONLY RUNOFF -SUMMARY 9/27/2017 4:33 PM G:\MOORE\16.0946-Clear Creek Cross ing\ENG\DRAI NAGE\CLEAR CREEK CROSS ING\MASTER\EXCEL\RATIONAL\CLEAR CREEK CROSSING.xlsm C7 0 3 0 ix W So' z r� to 0 V Y w W U U Z w Li t7 z w Y 0 v � o � z w m rn c Q o gL V av° U O 1 N c0 O O (6 N j w 0 0 O CL4 O z �o c o Q � U w o oz Z o Q- 0 RUNOFFBASIN A -Y TABLE -RATIONAL METHOD CONTRIBUTING BASINS AREA A 5 YEAR r -• •INFLOW Q100 DEV. M 706 (REGIONAL DETENTION POND) 10'27 •1 17 0.69 N4 19 0.21 OS5; N2, N4 19(NW POND) 0.84 N3 21 1.20 S4A, S4B. S4C 1 0.97 EX. POND NO. 4 (FHU) 53 0.17 32ND AVE. (FHU) 1 1 -USED 24 HR DRAINTIME INSTEAD OF 40 HOUR c. co(f"6 N O .1� >� m U m N z,��� Z -d _ O 1= d :3wz�3z C C _c U =�o�o z N p Qp 1 1 z I— o-ovac Lj Zwmo c��ow 1 1 1 r 1 aa3 w U Sheet Number: `, •1 1 1 1 1 1 1 1 1' 1• .1 1. 1. 1 1 WQCV SUMMARY CONTRIBUTING BASINS PLAN DESIGN P• A 5 YEAR r -• •INFLOW 100 YEAR 706 (REGIONAL DETENTION POND) 10'27 •1 17 0.69 N4 19 0.21 OS5; N2, N4 19(NW POND) 0.84 N3 21 1.20 S4A, S4B. S4C 1 0.97 EX. POND NO. 4 (FHU) 53 0.17 32ND AVE. (FHU) 1 1 -USED 24 HR DRAINTIME INSTEAD OF 40 HOUR c. co(f"6 N O .1� >� m U m N z,��� Z -d _ O 1= d :3wz�3z C C _c U =�o�o z N p Qp 1 1 z I— o-ovac Lj Zwmo c��ow 1 1 1 r 1 aa3 w U Sheet Number: `, •1 1 1 1 1 1 1 1 1' 1• .1 1. 1. 1 1 INFLOW/OUTFLOW FROM •1' POND IS SHOWNON ••' RESERVOIR• • • WQCV SUMMARY CONTRIBUTING BASINS DESIGN POINTS VOLUME (AC -FT) OS 1, OS2, OS3, OS4, OS7, S2, S3; S4D, S4E S5, S6,S8, GOLF COURSE AND OFFSITE AREAS' 706 (REGIONAL DETENTION POND) 10'27 N2 17 0.69 N4 19 0.21 OS5; N2, N4 19(NW POND) 0.84 N3 21 1.20 S4A, S4B. S4C 47 0.97 EX. POND NO. 4 (FHU) 53 0.17 32ND AVE. (FHU) 54 0.18 -USED 24 HR DRAINTIME INSTEAD OF 40 HOUR LEGEND ; "; �; `\ �) I, I F , t PROPOSED ALIGNMENT OF 20'X5' CBC ` RCP \�; Y �� ` s� EAS COORS TECH. CENTER 0100 928 CFS ;� �' i � `• "`' � � PER FAIRMOUNT AREA OUTFALL SYSTEM BASIN BOUNDARY PLANNING - PRELIMINARY DESIGN REPORT � '\4A Tc LIN FINAL ALIGNMENT TO BE COORDINATED SUB -BASIN BOUNDARY W/ FAiRMOUNT PRIOR TO CONSTRUCTION. r -Y% / -; S SHE T 1 ✓ { , DIRECTION OF FLOW �♦ -- <.f fA DESIGN POINT Q fit! it I r 100 -YR. FLOOD PLAIN .SLOUGH BASIN �'' ' ' DITCH 6 C5 DUE TO SPLIT FLOWS I �' AT UPSTREAM RAIL BRIDGE 1 1.2 PER FHAD CLEAR CREEK, ��;,I�r il; \� OS5 9 APRIL 2007, BY ICON } { ': 1 '>I\� 1.2 •07 AREA IN C100 j}! \ Ii!� 52 ACRES 1. FUTMIE pm tom' t ! " r, f ! � �,> ; • I 1 � ,yam/ � } t .! '11 ; i 200 100 0 200 400 SCALE: 1"=200' ALL DIMENSIONS SHOWN ARE U.S. SURVEY ET100-YR. FLOOD PLAIN f ; o, i '+ � Y �3i ( t� N2 MAJOR STORM INTERCEPTOR SWALE FIRM PANEL 08059CO194 E '� �'- f }� _ l ji`;15.4 •88 / -j OVERFLOWS INTO JUNE 17. 2003 lI EX. COORS RESERVOIRS GEOMETRY DP102 TO 94 'FUTURE t! 0100=463CFS DP102 DP101 _ I �4> COMMERCIAL ( ) I f DEVELOPMENT Qorw,w=433CFS (Q100-WQ) t BOTTOM WIDTH=8 ; i ' - -. -•- APPLEWOOG �� ,..:� I LONG. SLOPE=0.4% n psow GOLF COURSE I SIDE SLOPE -4:1 S } \ STORM PIPES" ! r ACCEPT WQ STORM INTOy L 14 / } `. r ! DEPTH=4' t INTERCEPTOR SWALE �_} 1 i ' EX. COORS 4.6 55 t f� _ RESERVOIRS } WQ FLOW=30CFS ; { '--.`._..--_� �,�--_-=-•--...-.__``tea `'. � r' '_-''-., �,f � � I ;' ' _ (ifi ,-' � `` j� _.--- i IN RTE CEPTOR SWALE TO CONVEY RESIDENTIAL DRAINAGE''-- \� NORTH FROM DP1 TO DP102 ! �}, i Al' i ` ": �, \ r ;'IBOTTOM WIDTH=4 t S7"..;\ r - '"-� L 8 X 10 INLET WITH 7.5 DIA. MH BARRELS LONG. SLOPE=0.4%( r 4.49 '07 r 1 Q TO INVERT OF 48 RCP BYPASS PIPE t f %1 i.� 1 i �'; l ��_�' i i f If �/ )1 SIDE SLOPE=4:1, 52 NIP;l ' "J f � i {� 111 j ' Y \ et .ill ,r 1) 1 % j . DEPTH=4 ` __ ;, I •i -r t ;i t• r _ /r"/ .,! t;J ' �� j ;- -_,.- -....-- .. s_._ ■II^: _ ��y.� - - _ - _- '=�_ ��r�. ,-_�•-7-1- [-.._--.-- _ _ 0 = _ - - c --SJ --.._ _/��'% / , �'_ ��� t IIil i. ,_- 4. Nl 4 `_-7-7-77 WETLAND POND 11L _ DES GN SUBMITTED ; I �EXISTING 2-24" RCP CULVERTS > / / S f' /�� IN SEPARATE \ t ",,..� � ;,l .. - .�� 1 I �_ \ / 12.2 .88 _ j n F 1 RESIDENTIAL f ,�, 'fi t,. I /' _ ���- - -- �_- : __� i -' / 94 ' /i / REPORT Iit�1r I 1s ,;tin ✓' \ c/� 1 DEVELOPMENT ! i t� � � � ` � j � ; I ! ? ?`� 1, t;l� �.� /� --• ==_•=---•---•.--- 48 RCP FUTURE DEVELOPMENT I I % , ; it ,.i,? t ....----'"•--'--`.-• }it!,i1t�stt1 fi. s �I"I} ` `i,`'{\\it'� � ��1 i it(rt!� �-,I .`r r'.' Y,`msb• .s +es`L,b - ry y1 j♦t� �iI .;, 'l 1, 1II�14;1y i� t3i j�;;;�,I,,�t.'��,�.i,i!F;��lIt -.,l I. / ��€ !r ; i e!i•-. -`, /�/I i �+, *! i.`t6•-t-9T�t�"-` J ) >\tf f ! /t� -! �t i( Iii ,� -•' -�-i �;' I -•�_ ^� t{�,`r � �i�IIIItf!i:Il,; ii E i I�Is`s) Il,l•('tIrryt tt1t! �Ii;Ii' !I��iI�+Il( ;�I l(lIr!I II ,i',� .1`a:f ft f'%� ��! �II��'�!rfi��ii;:� /'�Ijr'(�I` � �' fI ;-,�,�-f''_�' -.-"-�-`.••-•--��_�_._-_-�_�._ .r. _4 COORS RESI E (SEE */NOTE 1.t..6..) aU/S INVERT ELEVATED T0 , - I I :48 RCP� 2 -YEAR HGL OF BWETLAND iNAV Al D S FES ® EL 5450. RESERVOIR 100i-/ Yi R. FLOOD PLAIN \I 14 OS POND FHAD CLEAR CREEK COORS WATER STORAGE I YPASSPIPE 1 40 RIL 2007 BY ICON NMAX NORMAL WATER SURFACE �i t 1)iif<t � , t j' • It, st:'-, � I�•-G,' i�t,� .1 '� �l' \ , 92 �.. � 1 t , ! \ ,;., I: .!. ; j ., 1! fjjt, � I`1U �I;i 'f !f - '1 `C. _., - __ ti I ^.\-• -\- L � tI �1, 1 � 1\ %, r, - � ! �� ,,,� lJ II\;I , �I ,� lIII� iiII i!.I`F! .1f;,�Il, !!I!, tI`II,}jI �� �(` . �y1 i�I,�,ll� i{�i�II,1i,�.li'i�€ ! `rt , I�'')tI,i� IrI1j4(,1ll }! EL. 5 450 4.11 I�!i .�} I9s 89 P1� RESERVOIR USED T0 ATTENUATE � ' r' i f FUTUREr 7.t . 15 OFFSITE FLOWS PASSED .50 COMMERCIAL USED _ �t \ � l ' 15.97 AC. FT. I ; i4 L� } , I IIli I :I , jI �s DEVELOPMENT \ i I �I € +, I: f �I�1 MAX WATER SURFACE EL 5450 83 /,;.--':=•-�:'•-----=' y j!! 4 \ �� i ,' (`',;: l / " I �i i r, i. ! I � Fjt 1 I: � I•t Yt..�l/ % /O"�__- .,, .!� 'y" r / - , ` '", I , „-- \- \\ \ ! s '�. �1,� ,�Ia.' N3 } _ a I f fi :� II;'INTERCEPTOR CHANNEL TO 5')�'' �'"i J 9 �! _.,/, ; ( 1 , , 1 F.8sF;i CONVEY RESIDENTIAL �„/•\ r26.8} 25.014 �i ij;DRAINAGE WEST r�s u l,iji!� - :ri / .r- _ '/;y�i \ I I ifi } CLEAR CREEK OVERFLOWS i ! _ --, it `r, ;... /r� j �- /\\ ��1 0=389CFS I ? I I � � 'F MITI— TO DP 1 �= �/ 30 RCP `=, tiQ 0 , M TCH IN i , } •il _ _� y ,� ,.���/ ,,,// / �.. ,I, , l I % r / i 1 + - -. � t ,yy'I� BOTTOM WIDTH=4 �;%�1,�// / r ,/ J�a ,� �i \ I .ti BERM TO WETLANDS I t s - I w .JLONG. SLOPE= 1.0% -.- �/J �'/ /l 'moi'' S / +�' LOW POINT/EMERGENCY 'ii i;Rf' i; !' .AREA. WSEL AT 100 I \ ! I THIS SHEET �t ,- - - 1'SIDE SLOPE -4:1 ,i I / / • , OVERFLOW )jIII y I 5439.6 PER FHAD BY \ 1 { II I �\ !: 'r` _ ' -_- FLOW SPUTTER QI DPS I/ D COORS RESERVOIR- li _ (tt ;, jli - _ _ - -- - - -- -- 1' �� 1 ;� �, EL. 5450.52 \ I ICON 2007. 0 O r INF TF �' •- ----•I ? i�' (i _.-�I:r - - - _ ----- Q100-187CFS TO DP20 // S4D 1 :, 'I,ly ,t A Il LOW/OU LOW Ti , !!� i 1 = F ; t �� FUTURE Q 00 60C S TO DP23 , \ SLOUGH w SCHEMATIC (� �(� Ir( r \ `a'" ar I - _-___ _ - _ _ �/ t 62 .\ �� 'I 02 = 73 --> (',--,' I i L i r I�i 1� ' • `� �` t I !r s ;;', - - _- _ - - / - / / ///, DEVELOPMENT 0.9 .80 I I i i1;' �, t�,\`, DITCH N I = 1j I L�`' t I alt - - - S2 f - - f � (SEE *NOTE 1) `iI \" i Qg 125 - -> I 10 / If �" i yr ' s 1 ' j1t' . + t \ - "� `� i r f `fit 1 j - _�' 1 -79 0100= 332 --> I - _ 2 I 2 - � � ALK/RE WAY> � J,, i I, I � } �� �� .88 � ( "� -� 11 4.1 ��_-� � .,���r� I ,--� � � i 1'� /� . � ,(' r.____ i}++ II iG �^, ' ! ( � � � 19 2 .89 ' ! INTERCEPTOR CHANNEL ( ~; ! - I r% �-' 1 ;li ) �` I r. r f Q _EXISTING OS2 t Ir'' 2 'di:jjil , _.- --'' i/` i ,t / STORM PIPING DESIGN��_._._ W c tH1i:l 94 NOTE: LOW PT IN r` IN CLEAR CREEK DRIVE II _ g 116 alt RESIDENTIAL 40 ,�,,i �' II II II ; 1 I /18.1 - 4 DRAINAGE REPORT t� CLEAR CREEK DRIVE -_ / �- - DEVELOPMENT - \_ AND OVER DENVER WATER- - O L Q. \ _ PERMANENT fx k O -• co -�1t1�.,;t !,1 _ _ _-... TRANSMISSION LINE MUST \ : WSEL 5427.5, - .� / , ♦� ti� �� 1 n I �- i ,t, 1 _- REMAIN AT APPROX. 5457.5`' - \c�\cam _ -_ti �,. yl, k. °° I "� ' j ,,--�=-�~1" -- " i ' \ - - I O =� 55 I r '= AT DP 14 STA 79+80.00 �'' / I 1 I '�,. I { , ,> II.: -.`"� ( ) l' y \ �' �I'� COUNTY V v v "•0 '' 1 � =-�- Y --- ,DEVELO S1/,CONVEYANCE PER 1'0 PROVIDE \� �✓ / �- - - - - - �� _ _ + \ , x i O'OQ- �i I ALKIRE CT. _ < CONVEYANCE OF 100 -YR S$ _ 79 - PROPOSSED ALIGNMENT OF 't O L f f OFFSITE FLOWS TO THE Qz G a p LLi'� ,Ij IE I I s INTERCEPTOR CHANNEL OR FUTURE _.,� 5.6 .89 /� �/ r f / ` a} �1 \� `, t " ® Qy 0 N ti -" - ! TO THE COORS WATER LOW POINT (IJ ; , j \ 60 RCP MT. OLIVET , N y `L -- i- =- I _ I w ( -DEVELOPMENT %.I ; - ! - p�Q'go� p �� h4 ZiNNIA CT. / � 1 -� \ Q100=226 CFS PER t i z1 - \ 3 \ li }STORAGE RESERVOIR. THE ,.,--f EMERGENCY �� ;`y t , 11 Diq�� >rr L ' O C� OS3 t -YEAR STORM MUST \ (SEE 'NOTE 1) / ;/' I' `I \� FAIRMOUNT AREA OSP � ! , I _ ,2 OVERFLOW -'``'� �_ ; �b<`.. Z , � � fi• t 1 ; y-- II' S.1 .92 rl ;BYPASS THE RESERVOIR AND �.'� �, \ r ; EL. 5459.04 I II % 4 \ I f 4 Xv ��� '' i I� "� �'_i_- jL / 6 i 'BE ROUTED TO DESIGN \ % + S C\ S E \ p I \ p �\ ? L� I - ( i `� ` 1 i ` I I` .88 \ g - ZINNIAY ST. !> II % l s POINT 6 AT A MINIMUM. '� \ 14.0 4.0 ? •Q+oo=155CFS, Q_2=34CFS \ �---�_ fl , I.I 94 I \\•C Ilk1 , � \ V \ F !`',\ I � f I - _ '_-`�:=�:-.,_ �_..-• ~--^--��y r� � 7 � � - y -`;� .� ! ` i I ` ,t t\ , f ��i � 4rj 1 7 \ 's .•� ,If 3--.=��=-.`_�-`.._ \ �€a', ( /� r fi F fi �' � i 11t� OJ 8 \ , - 'F d� ! ij ta_ _ - - ' `• F i i"�4 a �L ate_ ! �1 1 I,I 'i ,F L Q!1 JEFFERSON 4• -t -FUTURE f�. JEFFERSON Oti FU URE COUNTY � ,, ,1 �rI 1 ;� 'lI •' ;?; �t,i!' �! SZ Ir 'z._ ' -. - =- �_ fit --DEVELOPMENT 6 ® ZINNIA ST. --- _ - T SEE *NOTE 1 12.5 .94 �____ ,`r ( ) 40TH AVE ` ;. s r STORM PIPING DESIGN \\. 4 ;./ - - pREg�, C i j r �_ __;1 S3 i \ i t PIPES ADDED TO. STORM PIPING DESIGN _� s F,'ONO r �EX. WETLANDIN CLEAR CREEK DRIVE f' ' ' OS4 I; EXISTING .-� t,'� ? IN CLEAR CREEK DRIVE � � / � %� „�I ! / i I I COMMERCIAL i 88 ;`` } u\ \ r FHU PLANS ? _ (+ I r �(. t'j/OVERFLOW( ! 1 �. ( i► 11 s 2.7 _ a ;t,; •, DRAINAGE REPORT t i / DRAINAGE REPORT / !i)l! .� I 3.91:988,,[EVELOPMENT 1 >: €: ' \ \; - _ -, PG1N01 y 1 i it t I4 OUTLET }I ., ► S 4A y 1, WQ POND SALTER t. is fi ttll,� �`fi' ( - - £X PIdND MD' 4 STRUCTURE I I:.Ii t 11 I t r i T iPI P - - I I;t' _ { ;i + �'' / I^ fi fi '�► '� } I. STORM P NG ER I ! RESIDEN E _. �1 19.0 •88 _ (� �,t,,, Q - 1-70/32 REPORT.. I _ -- _ , FUTURE - _ - / BY MARTIN/MARTIN `~"".�=--.•-�COMMER '`-"-'---_ _...-.__._-._._ = '^-� ,,.__._-'--."."-`.." `:1_.•.___ `._tea._. "'7�-....`-- _ Y'. , - _ _-_.`: -. �,r` ' C -. ' / , / � / I t `'- - OS7 `- 4 _ -- --7\pip 11 ! ` 4 I t \ r\^\ t " PROVIDED 0 - -"-- _•_---' 88_____ - - ...�;, r _ _ --_-.=-- 60 RCP BY FHU._ ---` \ "--- 14.4 _"-. __ _ �� c� �..__ - ..✓ �___w- ��:..-- R.O.W. BY FHU ! - __ .94 _-- �- -- r- '` --� •_ .. L - OND NO 4 HAS OR WQ P -- `-e ' �--._._..--'---=�_�--�-e-``-----_.---•-_� � _ - F OND yi _ _ -''•'�_, -^-� --�' rJC i I ��/ / t I i BEEN �- '- �I FUTURE HIGHWAY 58 € UTURE�I-70 BRIDGE ! r /� / / / t / / % - --- t _ _ ___-_ 16 - - r _ : � :;. ti- `- __ _ -ELIMINAT_ _._ _ ,---;--s -- - - _' - • 1 "FLY -OVER BY OTHERS if _ .... - p _ _- ,... -c- -ter ^ _...L•_"_ �"`_ ,.`r''"- - _._.-.._..•.._._____ __ -- - - /i I - � � ..---""r'--•'i ...-._. --•• -� 1 i - � - /� • % > I I I j •+ 40TH AVE./ -- TAKEN FROM APPROVED FINAL DRAINAGE OFFSITE BASIN OS7 AND PART OF OS4 ARE ANALYZED IN' r I 70 UNDERPASS ;\ THE 1-70 32 INTERCHANGET PROJ T NO. CC - --OFFSITE' " BASINS 55 dt 56 RE: -- do (CDD EC ;; HYDROLOGY &HYDRAULICS REPORT, 55 ;�` 1 ; ;-- - REPORT FOR THE OVERALL DEVELOPMENT. I' I M361-00 HYDROLOGY & HYDRAULICS REPORT BY- STORMWATER MANAGEMENT PLAN FOR _MARTIN/MARTIN, �'A _..._-'fr�- NOVEMBER OVEMBER 20- THE YOUNGFIELD STREET IMPROVEMENTS, / ItFROM 38TH AVE. TO WARD RD., WHEAT.68. 68 FOR REFERENCE AND INFORMATION ONLY ) r I RIDGE, CO, BY FHU, 2006 T 1 ,1t M T\, 4,,t, ` -- Z€ w f s r" W o �'- w 00 az O � -� - z Iw O 0 z O O Q Ln Y o U W CC Lu > z �\ t a � _� J O A V o V) } , 1 m cn fV O �/ t r••I m f O 0 U ZJ I -� o LJ' i€` O Z t 0 Z - �- - Z L O 0 w r� w (D ,- U � z Y w - � W 0 W Q - U) Q I W E E 2 a 2 Z tss �I�--- 2 8 1� 0 0 o n � it k 0 Z�o� 3w-jFr \ Z < La �ocn 0 U LJ Zw O In Zw Of Lo w Q- w5aWazZ �\' Qf -Zcv 3 m o z co(f"6 N O .1� >� m U m N z,��� Z -d _ O 1= d :3wz�3z C C _c U =�o�o z N p Qp c O Q z I— o-ovac Lj Zwmo c��ow C aa3 w U Sheet Number: `, lu . a. FUTURE DEVELOPMENT -BY OTHERS - 1111111 -- ---- -- -' --------------- ------ (9 — -- All' E" San .► Irt lim. I I. �� 411111111111111 AN DRAINAGE DESCRIPTION Ei LAWNS ® ROOFS ® CONCRETE WALKS PAVEMENT TOTAL PROPOSED IMPERVIOUS VALUE —PROPERTY BOUNDARY TABLE IMPERVIOUS TOTAL SO.FT VALUE 2 14,713 90 11,768 100 3.303 100 39,120 68,904 77.4 1459 Grand Avenue Is Moines, Iowa 50309 P: 515-226-0128 Q LU LIJ C afFt LIJ W N ~ W ZLLI O W M y a a NOPR0.1ECT1FAA1: I :JPIEJOINBON 304/: ROBFIEBQ CPM: 9RETrm"P - `\\ * III III i r r �� sem, ■ „k „=y�—------- II -- ----- —--- oy IT�� U III N J EXISTING DEVELOPMENT ---- 9 I7 11 L— —� I I I. u 11 III F_ II -° 11 III — L — J� III ==J IF 11 I II I III ��I II D I 11 111 I I I II III 1 11 � 11 III 3� 11 III I �_ � 111 I I I I III I IIII I I° I �I I I SII � 1--\I IpI� I I ul lu I DRAINAGE DESCRIPTION Ei LAWNS ® ROOFS ® CONCRETE WALKS PAVEMENT TOTAL PROPOSED IMPERVIOUS VALUE —PROPERTY BOUNDARY TABLE IMPERVIOUS TOTAL SO.FT VALUE 2 14,713 90 11,768 100 3.303 100 39,120 68,904 77.4 1459 Grand Avenue Is Moines, Iowa 50309 P: 515-226-0128 Q LU LIJ C afFt LIJ W N ~ W ZLLI O W M y a a NOPR0.1ECT1FAA1: I :JPIEJOINBON 304/: ROBFIEBQ CPM: 9RETrm"P S I �� 07/14/2020 • • • , • 0 20 40 60 �BTNIIMBER EXH-1 GRAPHIC SCALE IN FEET z z O KUM & GO #2310 i S I �� 07/14/2020 • • • , • 0 20 40 60 �BTNIIMBER EXH-1 GRAPHIC SCALE IN FEET z z O KUM & GO #2310 POINT OF CONNECTION TO EXISTING STORM SEWER STUB I� Jill y I o ti OS ssfi x I I I I 1 LINE L Nr / -r�_ _ _." 'jil PA I 'a _ • 5515 ------------- RIM/GRATE INVERT 5, �1 1._-- - - 1.0 6B �5 0.89 ssss'' I I I I 1 LINE L Nr / -r�_ _ _." 'jil PA I 'a _ • 5515 ------------- RIM/GRATE INVERT .55^' ♦ C �1 18" = 5492.21 (W) 1.0 FAM JRE DEVELOPMENT -BY OTHERS - 1 y X 5515 ------------- RIM/GRATE INVERT .55^' ♦ C �1 18" = 5492.21 (W) 1.0 Oz9 0.5 0.89 ssss'' o N w �a i X f �------------ 1 DOUBLE N0. 16 " - - --- -_ - " - __ s5i ' _- - _ ------------------ p`-�. 18" = 5492.38 (W) \\ Ir �55t2"��� ' \y\� •r"W Ir 551-------- " " -------------- FF 12" = 5499.34 (E) 4 L \J_ CLEAN OUT Ngo . +; EXISTING DEVELOPMENT _T F INE 1.3 III' � 12' = 5502.17 (W) CLEAN OUT 6" = 5502.17 (S) 6" = 5503.67 (S) 1.4 TRAFFIC RATED i ry CLEAN OUT 12" = 5503.67 (W) 1.5 4' DIAMETER 5513.]0 12' = 5504.21 (SE) MANHOLE 12" = 5504.01 (W) h 1 5512.43 12" = 5505.75 (NW) COMBO INLET 1.7 TRAFFIC RATED V I / 1.6 T IW'"•.©"�T p• CLEAN OUT 6" = 5508.84 (N) 1.8 TRAFFIC RATED N 0 om GRADING LEGEND EXISTING BOUNDARY PROPOSED BOUNDARY W� -----------803------------------ EXISTING 1' CONTOUR • 4 ----------810---------- EXISTING 5' CONTOUR i -03 PROPOSED 1' CONTOUR O O X10- PROPOSED 5' CONTOUR PROPOSED STORM ORAIN SUB -BASIN LIMITS y EMERGENCY OVERFLOW ROUTE ■ PROPOSED CATCH BASIN PROPOSED CURB INLET • PROPOSED STORM MANHOLE c PROPOSED CLEANOUT 0 BENCHMARK PROPOSED STORM STRUCTURE CALLOUT SUB-WIN AI SYMBOL (IX SU BASIN DESIGNATION. A=AREEMERGENCY OVERFLOW ROUTE nA GRADING NOTES 1. NO GRADING WILL BE TAKING PLACE WITHIN THE RIGHT-OF-WAY OR THE ADJACENT LOT. CONTOURS SHOWN WITHIN THE RIGHT-OF-WAY AND THE NORTHERN ADJACENT LOT WILL BE UPDATED AND PROVIDED WITHIN THE CLEAR CREEK CROSSING PIAN SET. 2. NO GRADING WILL EFFECT THE 1-70 ON RAMP DRAINAGE DESIGN OR INTENT. GENERAL NOTES: 1. ALL WORK WITHIN THE R.O.W., INCLUDING STREETSCAPING, UTIUTIES STUBBING LOCATIONS, AND ROAD WAYS, ARE DESIGNED AND CONSTRUCTED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE THE CLEAR CREEK CROSSING SUBDIVISION PIAN SET FOR ADDITIONAL INFORMATION. 2. ALL SIGHT TRIANGLES ARE APPROVED AS PART OF THE CLEAR CREEK CROSSING ROADWAY PLAN SET. PLEASE REFER TO SET FOR SIGHT TRWNGLES AND ADDITIONAL INFORMATION. STORM STRUCTURE TABLE X 5515 ------------- RIM/GRATE INVERT .55^' ♦ C 18" = 5492.21 (W) 1.0 Oz9 0.5 0.89 ssss'' (NO STRUCTURE) i X f �------------ 1 DOUBLE N0. 16 " - - --- -_ - " - __ s5i ' _- - _ COMBO INLET 18" = 5492.38 (W) 8" = 5499.34 (S) _; TRAFFIC RATED FF 12" = 5499.34 (E) CLEAN OUT FJ EXISTING DEVELOPMENT _T F 12" = 5502.17 (E) 1.3 III' � 12' = 5502.17 (W) CLEAN OUT N 0 om GRADING LEGEND EXISTING BOUNDARY PROPOSED BOUNDARY W� -----------803------------------ EXISTING 1' CONTOUR • 4 ----------810---------- EXISTING 5' CONTOUR i -03 PROPOSED 1' CONTOUR O O X10- PROPOSED 5' CONTOUR PROPOSED STORM ORAIN SUB -BASIN LIMITS y EMERGENCY OVERFLOW ROUTE ■ PROPOSED CATCH BASIN PROPOSED CURB INLET • PROPOSED STORM MANHOLE c PROPOSED CLEANOUT 0 BENCHMARK PROPOSED STORM STRUCTURE CALLOUT SUB-WIN AI SYMBOL (IX SU BASIN DESIGNATION. A=AREEMERGENCY OVERFLOW ROUTE nA GRADING NOTES 1. NO GRADING WILL BE TAKING PLACE WITHIN THE RIGHT-OF-WAY OR THE ADJACENT LOT. CONTOURS SHOWN WITHIN THE RIGHT-OF-WAY AND THE NORTHERN ADJACENT LOT WILL BE UPDATED AND PROVIDED WITHIN THE CLEAR CREEK CROSSING PIAN SET. 2. NO GRADING WILL EFFECT THE 1-70 ON RAMP DRAINAGE DESIGN OR INTENT. GENERAL NOTES: 1. ALL WORK WITHIN THE R.O.W., INCLUDING STREETSCAPING, UTIUTIES STUBBING LOCATIONS, AND ROAD WAYS, ARE DESIGNED AND CONSTRUCTED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE THE CLEAR CREEK CROSSING SUBDIVISION PIAN SET FOR ADDITIONAL INFORMATION. 2. ALL SIGHT TRIANGLES ARE APPROVED AS PART OF THE CLEAR CREEK CROSSING ROADWAY PLAN SET. PLEASE REFER TO SET FOR SIGHT TRWNGLES AND ADDITIONAL INFORMATION. STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT CONNECT TO 18" = 5492.21 (W) 1.0 EXISTING SNB 18" = 5492.21 (E) (NO STRUCTURE) 1.1 DOUBLE N0. 16 5507.58 12" = 5496.28 (E) COMBO INLET 18" = 5492.38 (W) 8" = 5499.34 (S) 1.2 TRAFFIC RATED 5509.81 12" = 5499.34 (E) CLEAN OUT 12' = 5499.34 (W) 12" = 5502.17 (E) 1.3 TRAFFIC RATED 5512.78 12' = 5502.17 (W) CLEAN OUT 6" = 5502.17 (S) 6" = 5503.67 (S) 1.4 TRAFFIC RATED 5513.85 12" = 5503.67 (E) CLEAN OUT 12" = 5503.67 (W) 1.5 4' DIAMETER 5513.]0 12' = 5504.21 (SE) MANHOLE 12" = 5504.01 (W) 1.6 SINGLE N0. 18 5512.43 12" = 5505.75 (NW) COMBO INLET 1.7 TRAFFIC RATED 5514.18 6" = 5508.84 (W) CLEAN OUT 6" = 5508.84 (N) 1.8 TRAFFIC RATED 5514.30 8" = 5510.12 (E) CLEAN OUT 1'9 TRAFFIC RATED 5514.19 6" = 5508.21 (N) CLEAN OUT 1.10 TRAFFIC RATED 5512.12 8' = 5506.30 (N) CLEAN OUT NOTE: RIM ELEVATION AT CURB INLETS ARE FLOW UNE ELEVATION 0 20 4C GRAPHIC SCALE IN FEET 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 0 Z U) O U o W otf LJJ W O LLJ Of LLI C14 CD Q �! Q w Q O z V Z Y Q M O Y KGPRGIECTTEAM: MM:RCBERTRI Sam: NWG9R-FAM CPM: BREDSNPP S M7/20 NUMBER: C3.0 11 OF 36 KUM & GO #2310 CITY OF WHEAT RIDGE PUBLIC WORKS 2/18/2020 ECEIVED 2/18/2020 3rd submittal TRANSPORTATION CONSULTANTS, INC. July 29, 2019 Mr. Thomas Pannell Woolpert 116 Inverness Drive East, Suite 105 Englewood, CO 80112 Dear Mr. Pannell: LSC TRANSPORTATION CONSULTANTS, INC. CITY OF WHEAT RIDGE PUBLIC WORKS,. ENGINEERING ►�... • 4s7•I3 ❑ DRAINAGE ❑ SIDEWALK - O CURB & GUTTER ❑ STREET ® MISCELLANEOUS ` "11 PLAT COMMENT TRIPGENERATION REPORT � FEB 28, 2020 GINE E DATE SUBJECT TO FIELD INSPECTIONS 1889 York Street Denver, CO 80206 (303) 333-1105 FAX (303) 333-1107 E-mail: Isc@Iscdenver.com Re: Kum & Go #2310 Trip Generation Compliance Letter Wheat Ridge, CO LSC #190870 Per your request, we have completed this trip generation compliance letter for the proposed Kum & Go #2310 development in Wheat Ridge, Colorado. INTRODUCTION The purpose of this letter is to estimate the trip generation potential for the currently proposed land use for comparison to the previous land use assumed in the March, 2018 Clear Creek Crossing Mixed Use Planned Development TIS (TIS) by FHU. Table 5 of the TIA is attached for reference. The site is proposed to be developed as a 5,600 square -foot Kum & Go Convenience Store with 16 fueling positions and a 4,000 square -foot fast casual restaurantwith drive-through service. TRIP GENERATION Table 1 shows the estimated average weekday, morning peak -hour, and afternoon peak -hour trip generation for the proposed site based on the rates from Trip Generation, 10"' Edition, 2017 by the Institute of Transportation Engineers (ITE). The site is projected to generate about 4,547 vehicle -trips on the average weekday, with about half entering and half exiting the site during a 24-hour period. During the morning peak -hour, which generally occurs for one hour between 6:30 and 8:30 a.m., about 108 vehicles would enter and about 101 vehicles would exit the site. During the afternoon peak -hour, which gene- rally occurs for one hour between 4:00 and 6:30 p.m., about 145 vehicles would enter and about 135 vehicles would exit the site. Mr. Thomas Pannell Page 2 July 29, 2019 Kum & Go #2310 Table 1 shows the proposed use will generate about 166 fewer daily vehicle -trips, about 222 fewer morning peak -hour trips, and about 49 fewer afternoon vehicle -trips than the previously assumed land use. CONCLUSION The impact of the proposed Kum & Go #2310 and the adjacent fast casual restaurant are in trip generation compliance with the TIA. No additional analysis should be needed. We trust this information will assist you in planning for the proposed Kum & Go #2310 deve- lopment. Respectfully submitted, LSC Transportan Consultants, Inc. 0 er S. McGranahan, P.E., CSM/wc Enclosures: Table 5 from the 2018 TIS Table 1 �Pp 0 L lOF Ne cc .o v� 39013 D. ; (/O N M_ W:\LSC\Projects\2019\190870-K&G #2310-TripGen\Report\K&G#2310-072919.wpd Clear Creek Crossing Development Table 5. Trip Generation Summary Traffic Impact Study Land Use Size ITE Code Daily Trips AM Peak Hour In Out Total PM Peak Hour In Out Total PA 1 - Employment Campus' die n/a 7,000 325 160 485 185 340 525 PA2- Multi Family 300 Units 220 1,942 30 122 151 119 64 183 PA3-Bread/Donut Shop w/o drive-thru 2,210 SF 939 1,096 73 82 155 31 31 62 PA3-Fast-Food Restaurant w/o drive-thru 2,500 SF 933 1,790 66 44 110 33 32 65 PA3-Retail 9, 110 SF 820 1,431 22 14 36 58 63 121 PA3- Restaurant(HTSD)' c 5,800 SF 932 737 34 28 62 34 22 56 PA 3 - Movie Theaters 40,475 SF 444 700 NA NA NA 27 43 70 PA3- Restaurant(HTSD)' 3 7,250 SF 932 922 43 35 78 43 28 71 PA3- Quality Restaurants 5,500 SF 931 495 2 2 4 28 14 42 PA4-Banks 3,800 SF 912 563 26 20 46 46 46 92 PA4-Fast-food Restaurant with Drive-Thru Windows 5,300 SF 934 2,629 123 118 241 95 88 183 PA4-Fast-food Restaurant with Drive-Thru Windows 4,200 SF 934 2,084 97 93 190 76 70 146 PA5-Hotel 100 Rooms 310 522 31 22 53 31 26 57 PA6- Free Standing Discount Superstore' 190,000 SF 813 9,643 197 155 352 405 422 827 PA 6 - Gas Station with Convenience Store' 16 FP° 945 2,604 81 81 163 108 108 216 PA7-Hotel 100 Rooms 310 522 31 22 53 31 26 57 Coors Residential Developments 165 Units 1 230 994 13 64 77 61 30 91 Total Vehicle -Trips 34674 1,194 1,061 2255 1,411 1,453 2864 Internal Capture' 4,301 -- -- -- 234 234 468 Net External Trips 31,373 1,194 1,061 2,255 1,177 1,219 2,396 Pass -By Trips 65 65 130 98 98 195 Total External New hips 31,373 1,129 996 2,125 1,079 1,121 2,200 Notes 1 -HTSD=High Tu mover Sit Down 2 -Movie Theater trip generation estimates based on studies of simi lar facilities. 3 - Pass -by trip adjustment applied /FELSBURG HOLT S ULLEVIG 4 -Fueling positions 5 -The employment campus was not included in the internal capture calculations (user information pending) 6 -Coors Residential Development was included as part ofthe analysis perthe request of the City of Vvheatrldge. Page 26 Trip Generating Category Table 1 ESTIMATED TRAFFIC GENERATION Kum -N -Go #2310 Wheat Ridge, CO LSC #190870; July, 2019 Trip Generation Rates 0 ) Average AM Peak Hour PM Peak Hour Quantity Weekday In Out In Out Average Weekday Vehicle - Trips Generated AM Peak Hour PM Peak- In Out In Hour Out Previous Land Use Fast -Food Restaurant w/ Drive -Through Window 9.5 KSF (2) 4,713 220 211 171 158 Currently Proposed Land Use Kum & Go C -Store (3) 16 FP (4) 205.36 6.360 6.110 7.135 6.855 3,286 102 98 114 110 Fast Casual Restaurant(') 4 KSF 315.17 1.387 0.683 7.772 6.359 1,261 6 3 31 25 Total = 4,547 108 101 145 135 Net Increase in Trips = -166 -112 -110 -26 -23 -222 49 Notes: (1) Source: March, 2018 Clear Creek Crossing Mixed Use Planned Development TIS by FHU for previously assumed land use and Trip Generation, Institute of Transportation Engineers, 10th Edition, 2017 for currently proposed land use. (2) KSF = 1,000 square feet (3) ITE Land Use No. 945 - Gasoline/Service Station with Convenience Market (4) FP = Fueling Positions (5) ITE Land Use No. 930 - Fast Casual Restaurant I1A, _/�/ City Of l Wheat dge COMMUNITY DEVELOPMENT Memorandum TO: Stephanie Stevens, Planning Scott Cutler, Planning FROM: Mark Van Nattan, Engineering DATE: March 26, 2020 SUBJECT: MS -19-06, WZ-19-02 / Kum & Go Clear Creek Crossing — Review #4 I have completed our fourth review for the request for approval of a minor subdivision plat for a gas station and convenience store located in the southeast portion of the Clear Creek Crossing master -planned development, south of 40th Avenue and east of the future Clear Creek Drive, received on March 12, 2020, and have the following comments: PLANNING & ZONING: Final Plat: See attached redline markup documents (KN G REPLAT_Review- 4_REDLINES.pdft for comments on the plat, which are also summarized below. Please provide any necessary comment responses directly in the PDF redline markup documents or in letter format with the next submittal. 1) Sheet 1 —Cover Sheet LPMD ACCEPTANCE BLOCK Add a comma after district name as redlined. Move the signatory line up to allow room for the addition of the notarial pre- amble as shown. EASEMENT NOTES - Note 5. Change dedicated to "HEREBY GRANTED". `WALL' should be "WALLS" 2) Sheet 2 —Existing Conditions a) A comments have been addressed. 3) Sheet 3 —Proposed Conditions a) Note 2. Correct the reference to "TRACT `A' CONVEYANCE" to "TRACT `A' OPERATION AND MAINTENANCE" 4) Sheet 4 —Easement Details a) The `stippling' hatch pattern in Exhibit A plan view and Exhibit A Legend should match. b) It appears that the titre for Exhibit B Legend is noted as `Exhibit A Legend'. K.m&Go Cl,.0—k R—ew4.W do. Engineering Division March 26, 2020 Page 2 5) Sheet 5 - Easement Details a) Make sure all of the Exhibit Legend titles match the Exhibit Titles — see redlines. b) Extend the east end linework of the access easement on Exhibit C to the property line to match Exhibit E. c) There appears to be a leftover leader in Exhibit E at the eastern end. Three (3) copies of the "As -Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic Files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (of the signed & sealed sheets). Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD@ DWG format, ROW maps, and City -based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridge.co.us Kum & Go Clear Creek Review-4.Itr.doex City of Wheatjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. March 13, 2020 Woolpert, Inc. Attn: Eric Jesse & Cameron Livermore Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 RE: WZ-19-02/ Kum & Go at Clear Creek Crossing -3`d Review Comments All: This letter is in regards to your application for approval of a Specific Development Plan (SDP) on property zoned Planned Mixed Use Development (PMUD) located within Planning Area 4 (PA 4) at 3432 Clear Creek Drive. The fourth review of your submittal is complete. Staff has found the SDP to be approvable and ready for the Planning Commission hearing on Thursday, April 2 at 7:00 pm. Please submit the civil drawings at your earliest convenience. The following items must be addressed prior to Planning Commission: 1. Provide written approval letter from the Architectural Control Committee. Planning Commissioners need to review this letter. DUE BY March 19. 2. Provide updated color elevations with the most recent changes. DUE BY March 19. Staff recommends the following take place after the hearing: 1. Submit sign permits. We can only accept permits for this site after PC approval. 2. Coordinate with Engineering on lighting along Clear Creek Drive to address low lighting levels in the corner of the site. Continue to work with West Metro on approval of the plans. This is a critical path item and may hold up review and approval of the building permit if they are unable to sign off. Sincerely, Scott Cutler Planner II cc. Christine McRight, Evergreen www.ci.wheatridge. co.us City of Wheatjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. March 3, 2020 Woolpert, Inc. Attn: Eric Jesse & Cameron Livermore Martin & Martin Attn: Jeff White Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 RE: WZ-19-02 & MS -19-06/ Kum & Go at Clear Creek Crossing -3`d Review Comments All: This letter is in regards to your application for approval of a Specific Development Plan (SDP) and Administrative Subdivision on property zoned Planned Mixed Use Development (PMUD) located within Planning Area 4 (PA 4) at 3432 Clear Creek Drive. The third review of your submittal is complete. Refer to the comments below as well as the redlined copies of the draft documents attached. Please coordinate with me to resubmit the application materials. No hard copies are required. General 1. Comment Responses: Please use the provided Word file of this letter to respond to the subsequent comments and provide it as part of the next submittal. 2. ACC Approval: Please send the written approval letter from the Architectural Control Committee prior to publishing for Planning Commission. Evergreen to coordinate. 3. Please provided updated color elevations with the recent changes prior to Planning Commission, as a separate PDF. Specific Development Plan (SDP) 4. Sheets 4 (Grading Plan) and 5 (Utility Plan) can be removed from the SDP set and added to the Civil Construction set. Planning Commission does not need to review these pages. Sheet 1 (Cover Sheet) 5. The legal description should match the plat: "Block 3, Lot 1, Kum & Go at Clear Creek Crossing Subdivision, City of Wheat Ridge, County of Jefferson, State of Colorado." The total area should only be 1.5763 acres (68,662 sf) which is the lot size and matches the extent of the SDP. 6. Remove "Wheat Ridge City Council" from the City Certification. 7. Change the date in the Owner's Certificate to 2020. 8. Remove all lot information except for the Kum & Go property. Refer to redlines. Sheet 2 (Overall Site Plan) No comments. www.ci.wheatridge. co.us Sheet 3 (Site Plan) 9. The 36' cross access easement is dedicated by the plat. Remove the blank for the reception number and note "by plat". Same for the 37' cross access easement on the west side and 35' easement on the east side. The two 15' cross access easements on the north side also appear to be dedicated by the plat (a 30' wide easement) so the blanks for the reception numbers can be removed; confirm if not. Comment also applies to Utility Plan (Sheet 5). 10. The stop bar, crosswalk, and bike lane treatment across the main entrance at Clear Creek Drive must be shown, and also included in the Civils ADA page. Although this is an offsite improvement, it is an important detail in showing how this site relates to the adjacent street. Sheet 4 (Grading Plan) No comments. Can be removed from SDP set and added to civils. Sheet 5 (Utility Plan) Can be removed from SDP set and added to civils. Cross access reception comment (#7) also applies. Sheets 6 through 10 (Landscape Plan, Building Elevations, and Enclosure Details) No comments. Sheets 11 through 15 (Photometric Plan and Cut Sheets) No revisions required. Staff acknowledges the lighting along Clear Creek Drive will brighten the front sidewalk, despite the Photometric Plan showing under 2 footcandles in this location. Sheets 16 through 19 (Site Details) 11. Add a note on Sheet 18 stating: "Signage shown in this plan is for illustrative purposes only. Signage shall be approved through the building permit process and shall be consistent with the Wheat Ridge Code of Laws and the Design Pattern Book for Clear Creek Crossing." SDPs do not technically approve sign copy or design. Plat 12. Provide the Neel easement reception numbers on Sheets 2 and 4 in next submittal. 13. Why are the Consolidated Mutual easements expected to be finalized after the plat approval? These agreements should already be in progress and ideally provided at the next submittal. Provide copies of the recorded documents and County reception numbers after recordation. Additional Planning comments 14. Subdivision Improvement Agreement (SIA): An SIA was sent to Christine McRight on February 12, 2020. At CDOT's request, Staff will need to add a provision concerning the developer's obligation to construct the snowplow turnaround route and maintain access through the winter months. Once Christine returns her edits to the City, we will send a revised SIA with this added section. 15. Sign permits will be required for the monument sign and wall signs, preferably in one submittal. Please note the SDP does not officially approve signage. The sign permits will be reviewed for compliance with the Design Pattern Book and the City's sign code. Case No. WZ-19-02 & MS-19-06/Kum & Go at Clear Creek Crossing EnLineerine comments See attached comment memo and redlines from Jordan Jefferies dated March 3, 2020. Aeencv comments Provide confirmation from West Metro Fire that the design as proposed has been reviewed/approved by the developer's Fire Protection Engineer. The City has not received detailed comments from West Metro, and it is your responsibility to ensure all fire requirements are met by coordinating directly with the district. The City cannot approve building permits without approval from West Metro. This concludes the summary of comments. Please re -submit the site plan and plat as .pdf files. The plat should also be provided as a .dwg file. For questions or clarification on any comments, feel free to directly contact me or Jordan Jefferies. Sincerely, Scott Cutler Planner II cc. Christine McRight, Evergreen Case No. WZ-19-02 & MS-19-06/Kum & Go at Clear Creek Crossing A, City of Wheatludge COMMUNITY DEVELOPMENT Memorandum TO: Stephanie Stevens, Planning Scott Cutler, Planning FROM: Jordan Jefferies, Engineering DATE: March 3, 2020 SUBJECT: MS -19-06, WZ-19-02 / Kum & Go Clear Creek Crossing — Review #3 I have completed my third review for the request for approval of a Specific Development Plan and associated minor subdivision plat for a gas station and convenience store located in the southeast portion of the Clear Creek Crossing master -planned development, south of 40th Avenue and east of the future Clear Creek Drive, received on February 18, 2020, and I have the following comments: PLANNING & ZONING: Specific Development Plan: See attached redline markup documents for comments on the SDP drawing set, which are also summarized below. Please provide any necessary comment responses directly in the PDF redline markup documents with the next submittal. 1) Sheet6—Landseane Plan. Coordinate with Evergreen. This area will needto be landscaped with the elimination of the cul-de-sac. Phase 1 landscaping plans should show this. Final Plat: See attached redline markup documents (Kum N Go REPLAT_Review- 3_REDLINES.pdt) for comments on the plat, which are also summarized below. Please provide any necessary comment responses directly in the PDF redline markup documents or in letter format with the next submittal. 1) Sheet 1 —Cover Sheet a) A tifle transfer to LPMD is occurring with this plat. Please dont abbreviate the District's name in the replat purpose statement as the name in this statement must exactly match the name in the dedicatory Note #5. b) The conveyance of Tract `A' should not be placed under the Easement Notes section, but instead be located above the acceptance statement. Please remove this note from this section and move over HERE by the acceptance and the following verbiage be used: "TRACT 'A' CONVEYANCE: THE AREA SHOWN ON SHEET 3 OF THIS PLAT AS TRACT W IS HEREBY CONVEYED IN FEE SIMPLE BY THIS PLAT TO THE LONGS PEAK Kim &Go Clear Cee, Re-31mdo,. Engineering Division March 3, 2020 Page 2 METROPOLITAN DISTRICT ("LPMD"). TRACT'A' SHALL BE MAINTAINED IN PERPETUITY BY AND AT THE SOLE EXPENSE OF THE LPMD, ITS SUCCESSORS, AND ASSIGNS." c) The LPMD Acceptance Block needs to have the acceptance spelled out. At the end of the first sentence please add the following text to accept the conveyance: ", HEREBY ACCEPTS TRACT'A' AS CONVEYED BY THIS PLAT." d) The following comments pertain to the Notes: i) Please add a period to Note #4 at the location shown. ii) Note #5 pertaining to the conveyance of Tract `A' is not related to easements and needs to be removed from the Easement Notes. iii) In Note #6 the word "METROPOLITAN" should be used rather than its abbreviated form. 2) Sheet 2 —Existing Conditions a) Show all existing easements as "TO REMAIN" or "HEREBY EXTINGUISHED". b) Please use the word "HEREBY" instead of "TO BE" which can be misinterpreted as occurring in the future. 3) Sheet 3 —Proposed Conditions a) Be sure to include the lot line for Tract `A' in the "LOT LINES HEREBY CREATED BY THIS PLAT" notation. b) The following comments pertain to Detail `A': i) Need to call out the NEW ROW lines being created. ii) Add the word "EXISTING" to the ROW lines being removed. iii) Revise the area of dedication to read: "AREA OF ROW HEREBY DEDICATED BY THIS PLAT". c) Please add the following note for the Tract 'A! conveyance: "NOTE: THE AREA HEREIN SHOWN AS TRACT'A' IS HEREBY CONVEYED IN FEE SIMPLE BY THIS PLAT TO THE LONGS PEAK METROPOLITAN DISTRICT (REFER TO "TRACT'A' CONVEYANCE" NOTE ON SHEET 1). 4) Sheet 4 —Easement Details a) Please include the Neel Easement reception number prior to Mylar®. b) Please rename both Exhibits A and B as follows: i) Rename Exhibit A to "EXISTING & PROPOSED EASEMENTS". ii) Rename Exhibit B to "CONSOLIDATED MUTUAL WATER EASEMENTS". And correct the typo for the exhibit title. c) The utility easement hatch pattern is horrible for a reader trying to discern the different overlapping easement types. Please revise to a light, solid shading for the PROPOSED UTILITY EASEMENT so all easement lines can be seen. CIVIL ENGINEERING: Construction Plans: See attached redline markup documents for comments on the Construction Plans, which are also summarized below. Please provide any necessary Kum & Go Clear Creek Review-3.Ih.doex Engineering Division March 3, 2020 Page 3 comment responses directly in the PDF redline markup documents with the next submittal. 1) Sheet 4—Easement Details: This doesn't match plat. Must match plat. See comments on plat for additional changes required. Sidewalk should be included in cross access easement. 2) Sheet 4— Easement Details: This should be clearly labeled "FOR INFORMATION ONLY" 3) Sheet 5 —Ex Conditions & Demo Plan: Note that this drive must be maintained during winter months. Coordinate requirements with Planning. Would it make sense to just construct this portion of the parking lot early on in the construction? 4) Sheet 5 —Ex Conditions & Demo Plan: Please correct the spelling of "stubbing". This is on several sheets. Please fix this on all sheets. 5) Sheet 6— Site Plan: Not concerned about other arrows on site, but these should be thermoplastic or DLPM due to the high traffic at the entrance. Suggest the same for lines at the entrance. 6) Sheet 6— Site Plan: Please add stop bar per MUTCD. Stop bar shall be placed 4' in front of the extended edge of sidewalk. Move stop sign west to be adjacent to stop bar. Due to limited sight distances, this will allow more visibility from stop position. It's OK if sign is in ROW. 7) Sheet 6— Site Plan: This line should be white, not yellow. 8) Sheet 6— Site Plan: Please provide sign detail. Additional signs may be needed for truck "wayfinding". Suggest at least one additional sign to alert truck drivers of the exit route as they enter the site. 9) Sheet 6— Site Plan: Is this the same stamped concrete as item #15? If so, add callout #15. Hatches should match. If this is different, then maybe a distinct callout should be used and details shall be provided for both types of stamped concrete 10) Sheet 6— Site Plan: Add cleanouts to legend. 11) Sheet 6— Site Plan: Drawing is a bit cluttered. Considering the next sheet is an easement sheet, do easements need to be shown on this sheet? Removing them may add clarity to this sheet. 12) Sheet 6— Site Plan: Unclear what the crosswalk visibility will be like here for northbound cars. Advanced crosswalk warning sign on Youngfield Service Road may be required to alert northbound drivers that there's a crosswalk ahead. Coordinate with Martin & Martin. 13) Sheet 7—Easement Plan: Cross access should include sidewalk. 14) Sheet 7—Easement Plan: Is this sheet necessary since the plat sheet is included for reference? 15) Sheet 8— Grading Plan: Grade is not ideal for patio/amenity area. Can this be flattened somehow? Maybe east side could be sunk slightly. May require slight reconfiguration. 16) Sheet 8— Grading Plan: What's this circle? Remnant from landscaping? It's in every drawing. Label or remove if not necessary. 17) Sheet 9— Spot Elevations 1: What is the slope of this patterned concrete? Appears to be very steep (25+%). Provide additional info. May look better to make up grade in the landscape area between concrete and wall rather than have concrete at 25%. 18) Sheet 9 — Spot Elevations 1: Coordinate with rollover curb detail. The "lip" of the rollover curb shall be at the edge of sidewalk. Curves associated with rollover curb Kum & Go Clear Creek Review-3.Ih.doex Engineering Division March 3, 2020 Page 4 shall not encroach on pedestrian path. 19) Sheet 10 --Spot Elevations 2: Unclear what is happening herewith 2 pavement elevations. If pavement is 13.03 this won't drain. If pavement is 14.80, then it might make sense to lower so there's not 6% cross slope at trash enclosure. 20) Sheet 10 --Spot Elevations 2: Unclear what is happening herewith 2 pavement elevations. If pavement is 13.03 this won't drain. If pavement is 14.80, then it might make sense to lower so there's not 6% cross slope at trash enclosure. 21) Sheet 13 —Landscape Plan: Comment response indicates that K&G will maintain this offsite landscaping until lot is developed. Irrigation system shall be designed such that offsite areas can be easily transferred to adjacent owner (appropriate valving, etc.). 22) Sheet 13 —Landscape Plan: Color? Is there a cut sheet or product sheet? 23) Sheet 13 —Landscape Plan: This area needs to be landscaped. 24) Sheet 16— Utility Plan: Is stub or tee provided anywhere for future water connection? Is future connection point known? 25) Sheet 16— Utility Plan: 5.40? 26)Sheet 18—Private Storm 1: Add Q5, Q100, Qfull for all pipe segments as previously requested. Typ for all storm profiles. 27) Sheet 18—Private Storm 1: Hard to identify which details are applicable. There is no No. 16 inlet detail. Please coordinate labels to match details or vice versa. 28) Sheet 18—Private Storm 1: Trim these lines if possible to add clarity to drawing. 29) Sheet 19—Private Storm 2: Add Q5, Q100, Qfull for all pipe segments as previously requested. Typ for all storm profiles. 30) Sheet 22 —ADA Plan: Ramp? Orange? 31) Sheet 22 —ADA Plan: Ramp? Orange? Or is this flat? 32) Sheet 22 —ADA Plan: Orange? 33) Sheet 22 —ADA Plan: Double check this? Appears colors may need to be swapped. 34) Sheet 27—Photometric Plan: Clear Creek Drive lighting doesn't light this path. Photometrics have been verified. Suggest additional ped/bollard light. 35) Sheet 27—Photometric Plan: Recommend adding lighting details to the construction drawings OR add a large note that directs contractor to SDP plans. Incorrect lighting often gets installed when details aren't included in CDs. 36) Sheet 28 — Site Details 1: Size? 37) Sheet 28— Site Details 1: Would be helpful to show this accurately. As discussed with M&M, the rollover must transition to vertical curb. Vertical curb starts at west side of ADA ramp. 38) Sheet 30— Site Details 3: Remove details that are not applicable to this project. Only include details that are being used on the site. 39) Sheet 30— Site Details 3: It is unclear which details are used where. Please label consistently and coordinate with plan/profile sheets. 40) Sheet 32 — Site Details 5: How does contractor know where to install rollover vs vertical curb? This should be clarified on plan sheets. Drainage Compliance Letter: See attached redline markup documents for comments on the Drainage Compliance Letter, which are also summarized below. 1) Page 1: Add to sentence for clarity, "and conveyed through the private storm sewer system to the Clear Creek Drive system." Kum & Go Clear Creek Review-3.Ih.doex Engineering Division March 3, 2020 Page 5 2) Page 1: On Master Drainage Plan, Table shows 4.4 acres, and label shows 2.7 acres. Has this discrepancy been discussed with M&M to determine what actual value is? Traffic Compliance Letter: The traffic compliance letter is approvable, but please note the following comment: 1) Page 1: Please note that the trip generation for this development is approximately equal to the trip generation in the original TIS for the 2 restaurants initially proposed for PA4-south. This means that the traffic analysis for the northern lot on PA4-south will be more involved and will likely require level -of -service analysis to show the impacts of exceeding the trip generation in the original TIS. Ultimately, this may have impacts on future development in the CCC subdivision and a more detailed traffic analysis may be required in the future to show compliance with the threshhold report. In addition to the comments above, I have the following general comment(s): The design of the northern portion of Youngfield Service Road, which must be modified due to the removal of the cul-de-sac from the I-70 ramp plans, must be finalized and approved by the City prior to issuance of building permits. 2. The intersection improvements at Youngfield Service Road and the entrance to 7C West Business Center, being designed and constructed by Evergreen Devco, must be complete prior to issuance of a Certificate of Occupancy. 3. The following documents have not yet been submitted and will be required prior to issuance of site permits: SWMP, cost estimates for private/onsite horizontal infrastructure, and the Construction Control Plan (CCP). Please reach out to me if you have any questions on these additional documents. SUBDIVISION -RELATED REQUIREMENTS: 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. 2. Private improvements Cost Estimate & Use Tax: Kum & Go Clear Creek Review-3.Ih.doex Engineering Division March 3, 2020 Page 6 A cost estimate for private infrastructure improvements will be required prior to issuance of a Sitework Permit. The private improvements cost estimate shall include a breakdown of costs for all non-public "horizontal' infrastructure installed on site, including but not limited to: paving, curb & gutter, sidewalks, sanitary sewer, water mains, hydrants, lighting, private storm sewer improvements, and landscaping. Costs associated with "vertical' construction and public infrastructure should not be included. The private improvements cost estimate will be used to determine the City use tax due for this project. City use tax is due upon application for a Sitework Permit. Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, Construction Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 4. Sitework Permit: Prior to construction of any private infrastructure on the site, a Sitework Permit will need to be obtained from the City Building Department. Payment of the City use tax is required at the time of application for the Sitework Permit. Sitework Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report, Final Plat, Final Development Plan, Traffic Impact Study, Construction Plans, and Construction Control Plan. 5. Construction Control Plan: A Construction Control Plan (CCP) shall be required prior to issuance of Sitework and ROW Permits. The Construction Control Plan is a modified set of construction plans used in the field to facilitate recordation of key as -built elevations and dimensions. The CCP shall be developed by the design engineer and architect and shall be submitted to the City for review and final approval. Instructions for development of the CCP are included with this letter. 6. Pre -Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre -construction meeting with the city of Wheat Ridge public works at 303.23 5.286 1. The contractor shall be responsible for contacting all applicable utility districts for this meeting. Kum & Go Clear Creek Review-3.Ih.doex Engineering Division March 3, 2020 Page 7 7. Drainage Certification/ As -Built Plans/ SMA and O & M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer -of -Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As -Built Plans: The following items shall be included in the As -Built Plan prior to City acceptance (as applicable to this project): i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies of the "As -Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (of the signed & sealed sheets). 8. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD@ DWG format, ROW maps, and City -based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridee.co.us Kum & Go Clear Creek Review-3.Ih.doex WOO L P E P T ARCHITECTURE I ENGINEERING I GEOSPATIAL Memo To: Scott Cutler & Jordan Jefferies City of Wheat Ridge Eric Jesse, PE From: Woolpert Date: January 3, 2020 Kum & Go Store #2310 Subject: Clear Creek Crossing Southern Sidewalk Scott and Jordan, As requested, we have removed the sidewalk on the southern boundary of our site for the following reasons: - We were able to avoid any extension or revision to the soil nail wall between the lot and La Quinta. This also allows for a buffer between the existing wall and any concrete placement for our site. - Should further changes be required to the existing wall they will only impact landscaping, not pavement, and will not require pedestrians to alter their established routes to our site and the one to the north. - This sidewalk would have been difficult to keep as an ADA route due to a variety of constraints, including the grading of the La Quinta property, the existing wall, the water main on the southern portion of the property as well as a conflict to the east with CDOT right-of-way. An ADA route has been provided and will be shared by our site and the site to the north. Additionally, an ADA route has been provided from the south east of our site to allow pedestrians access from both sides of the La Quinta property. - The removal of the sidewalk allowed for additional landscaping on the site which create a more desirable space that is more in line with the guidelines of Clear Creek Crossing. We feel that these reasons more than justify the removal of this sidewalk. Most importantly it will prevent any confusion about ADA routes to get to our store. Thank you for your time and consideration. Woolpert, Inc. 116 Inverness Drive East, Suite 107 Englewood, CO 80112-5125 303.925.1400 City of Wheatjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. December 12, 2019 Woolpert, Inc. Attn: Thomas Pannell 116 Inverness Drive E. Englewood, CO 80112 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 RE: WZ-19-02 & MS -19-06/ Kum & Go at Clear Creek Crossing— 2nd Review Comments Mr. Pannell: This letter is in regards to your application for approval of a Specific Development Plan (SDP) and Administrative Subdivision on property zoned Planned Mixed Use Development (PMUD) located within Planning Area 4 (PA 4), south of 40d' Avenue and east of the future Clear Creek Drive. The second review of your submittal is complete. Refer to the comments below as well as the redlined copies of the draft documents attached. I am providing comments on behalf of Stephanie Stevens while she is on maternity leave. Please coordinate with me to resubmit the application materials. No hard copies are required. General 1. Comment Responses: Please use the provided Word file of this letter to respond to the subsequent comments and provide it as part of the second submittal. 2. ACC Approval: As a reminder, the Clear Creek Crossing Architectural Control Committee (ACC) will need to provide written approval prior to Planning Commission. 3. SiQnaQe: Community Development has made the interpretation that Section 7 of the Design Pattern Book (DPB) is intended to act as the overall Master Sign Plan, setting forth locations and standards for signage as a Master Sign Plan would, and allowing for minor variations subject to approval by the Community Development Director. To the extent possible, all signage information shall be provided with the SDP. Proposed signage should account for future tenants on the lot to the north. For reference, the DPB allows for the following freestanding sign types within Planning Area 4 -South (per Section 7.4, Freestanding Signs of the DPB): • one project ID sign (advertising Clear Creek Crossing), • one secondary monument sign (advertising multiple tenants), • one other tenant sign (single tenant sign, max 50 sf), and • one wayfinding sign. The master developer should confirm that Kum & Go's "Other Tenant" sign is permitted and therefore precludes Lot 2 (the northern lot) from having an "Other Tenant" sign. Provide this in writing with the next submittal. It seems like the secondary monument sign which advertises for www.ci.wheatridge. co.us both lots should be located at the access drive. Please explain the reasoning for not using this sign type on Lot 1. Building signs shall consist of the following types: • primary wall mounted tenant sign, • secondary wall mounted tenant sign, • under canopy sign, and • project sign. The total allowance of wall sign area is 1 square foot per linear foot of building frontage. Only the footprint of the structure can be used in calculating the wall sign allowance; the gas station canopy cannot be applied toward the wall sign allowance on the building. The wall sign area currently proposed likely exceeds the wall sign allowance per the DPB. See Section 7.5 Building Signs of the DPB and comment #28 below. 4. Frontage road and snowplow access: Provide written acknowledgement from CDOT related to the deviation from the previously agreed upon cul-de-sac design southeast of the site for snowplows. Further, since fuel truck circulation appears to rely heavily on this access, and southbound public access may rely heavily on this road, provide confirmation from CDOT on the longevity of this frontage road. As of the date of this letter, no communication has been provided, and CDOT noted in their comment response that they have not been part of further communications regarding a revised snowplow turnaround. Specific Development Plan (SDP) All Sheets 5. Add lot line with labeled metes and bounds to match plat (for sheets with plan view). 6. Show all existing and proposed easements throughout the SDP, to match the plat and Filing No. 3. 7. Confirm and show that at least one trash and one recycling receptacle will be located at each main building entry, common courtyard, or seating area. 8. All pages and details need to be in black and white for recording purposes. Sheet 1 (Cover Sheet) 9. Revise site area in data table to match the new plat. 10. Update required/proposed turf coverage. Turf may not exceed 30% of the required landscaping provided per the DPB, not 30% of entire site area as currently calculated. 11. The owners need to match; project team and Owner's Certificate are different. Fill in the name and title of the person who will sign. Sheet 2 (Overall Site Plan) No comments. May need to be updated based on comments on next sheet. Sheet 3 (Site Plan) 12. Please work with CDOT to explore any opportunity to improve the area in the CDOT ROW, just east of your site. Also see comment #23 below. 13. Coordinate with CDOT to make sure they are amenable to the reconfigured snow plow access easement which deviates from the cul-de-sac design that was anticipated. Provide written documentation; CDOT states you have not contacted them regarding this arrangement. While the Case No. WZ-19-02 & MS-19-06/Kum & Go at Clear Creek Crossing City is supportive of the design, it must meet the intent of the previously executed MOU in an equal or better way to get CDOT's support. 14. The plat of record shows a 24' access easement where the 36' cross access easement is proposed along the south side of the site. Please confirm whether the 24' access easement will be vacated and show on plat and site plan; this appears to be the case from the plat. 15. Label gas canopy, go -fresh market, and convenience store. 16. Provide bench detail. All site furnishings should match the agrarian theme as set forth in Section 5.5 Site Furnishings of the DPB. All site furnishings within the SDP area need to be identified in the plans. 17. Please show sight triangles per AASHTO as discussed with staff. Sight distance continues to be of concern at the southwest corner of the site, on the south side of the site entrance, due to special circumstances related to grade which exist at this location that may obstruct views of oncoming vehicular traffic, bicyclists, and pedestrians. 18. The monument sign is considered an "other tenant sign" per the DPB and is limited to 50 sq. ft. Please revise the sign area of the monument sign to meet this requirement. Label as "other tenant sign" per DPB language. 19. It does not appear a wayfinding sign was added as requested. People entering the site should be alerted where to turn for access to the lot to the north. One wayfinding sign is permitted per the DPB. 20. The site design relies heavily on access that connects to Youngfield Service Road (CDOT ROW) off-site to the southeast, and it should be covered by an access easement in the event that CDOT ROW ever goes away. Please coordinate with CDOT and provide evidence of such. The access easement should extend south to the Youngfield Service Road right-of-way, south of La Quinta Sheet 4 (Grading Plan) No comments. Sheet 5 (Utility Plan) 21. The 20' drainage and utility easement covering the storm pipe on the northern portion of the site does not match labeled easements on the submitted plat document. Sheet 6 (Landscape Plan) 22. Sight triangles need to be shown on site plan and landscape plan sheets. 23. Please work with CDOT to incorporate landscaping treatment on the property just east of the subject site. 24. Provide fencing detail of patio area Sheets 7 through 9 (Building Elevations) 25. Provide a materials exhibit with your resubmittal. 26. Revise all building elevations and details to be in black and white for recording purposes. Provide the final colored elevations as a separate exhibit for Planning Commissions purview. 27. The primary entrance of each building shall be emphasized through at least two of the following: changes in wall plane or building mass, higher level of detail, and/or enhanced lighting. For buildings with multiple exterior entrances to multiple units, each entrance shall be defined with recessed entrance, projecting entrance, change in height, and change in material. Staff appreciates the incorporation of additional materials, however only one of the above criteria appear to be met. Case No. WZ-19-02 & MS-19-06/Kum & Go at Clear Creek Crossing 28. Revise wall signage to be within the total allowance as set forth in the DPB. The DPB allows a 1:1 ratio of square footage to building frontage. The building is 100.7 feet wide, so the primary signs facing Clear Creek Drive (West Elevation) would need to be combined at or under 100.7 square feet. The building is 57.4 feet deep so the sign on the South Elevation would need to be at or under than square footage. Sign square footage is measured as the closest polygon around the sign, so the square footages for the oval signs would be measured around the perimeter, reducing the overall square footage somewhat. Sheet 10 (Trash Enclosure Details) No comments. Sheets 11 through 15 (Photometric Plan and Cut Sheets) 29. Some of the walkways are still under 2 footcandles, particularly along the southern sidewalk and the front setback/lawn area. Adding the proposed street lighting along Clear Creek Drive to this plan may resolve the latter, per comment #33 below. 30. Light type "C" appears to be uplighting which is prohibited. 31. Confirm all exterior lights are fully cut off. It is unclear from the cut sheets. 32. Lighting fixture types do not fit in with the agrarian architecture. Coordinate with the master developer and/or metro district to potentially match site furnishings throughout the entire Clear Creek Crossing project for ease of maintenance. This comment does not appear to have been resolved from the previous comment letter. 33. Show proposed street lighting along Clear Creek Drive. Although LPMD will coordinate, the locations should still be shown on the SDP, or in the CD photometric plan (Sheet 25 of that document). Sheets 16 through 19 (Site Details) 34. Revise all details to be in black and white for recording purposes. 35. Add bench detail. See comment #16. 36. Do you have an idea of what the "community specific graphics" would be for the Ampersand? 37. The bike rack as shown is not an "inverted u" style. Change to "inverted u" per the DPB, which functions better than the bike racks proposed. An example detail is below. 0 k n TYPICAL BIKE RACK DETAIL a� aw.e. in=Ia 38. The bike repair station detail needs to be larger so it is legible. 39. The monument sign ("other tenant sign") area exceeds 50 square feet and needs to be reduced. Case No. WZ-19-02 & MS-19-06/Kum & Go at Clear Creek Crossing Plat Sheet 1 40. The plat title already exists and cannot be used. Consider something more descriptive like "Kum & Go at Clear Creek Crossing Subdivision." 41. The case number is MS -19-06. Add to case history table and change in the upper right corner. 42. The purpose of the plat is to establish easements and split Block 3, Lot 1 into two lots. Refer to Engineering comments/redlines for recommended language/grammar. 43. Remove the Planning Commission certificate. This is an administrative approval. 44. Remove the Director of Public Works from the City Certification block. Sheet 2 45. It may be possible to add these notes to Sheet 1. The entire sheet could be removed if the legend is also deleted, which is okay because it is provided on the next sheets. 46. Add a cross -access easement note to the notes (including a note on snowplows): The owner, its successors and assigns grants limited rights and privileges to access and to free movement through those areas indicated as 'access easement', as illustrated upon this plat. Such grant of easement shall be limited to the owners, tenants, customers, and guests of the owners, emergency vehicles, and snow plows, and shall furthermore grant access to and free movement through said easements to those entering said easements from similarly recorded easements from adjacent properties and/or abutting public streets. Sheet 3 47. Add boundary distances. 48. Show full name of lot: Block 3, Lot 1... Refer to Engineering redlines. 49. Have you communicated with CDOT regarding the reconfiguration of their easement? The 24' snow plow easement was originally granted under Filing 3. It is logical to add snowplows to the standard cross -access easement note, per comment #46 above. Sheet 4 50. The lot line should be shown as a solid, heavy line. It is difficult to distinguish from other linework. The legend should be updated to match. 51. Label all easements shown on this sheet and indicate whether existing or proposed. 52. ROW dedication location appears to be missing. Refer to Engineering comments and redlines. Sheet 5 53. The Utility Plan (Sheet 5 of SDP) shows a 20' drainage/utility easement. This should also be shown correctly on the plat. If this is in error, make sure all dimensions match. 54. Provide the Consolidated Mutual Water easements reception numbers after they are recorded. The numbers should be shown on the plat, or blanks should be provided and filled in prior to recordation. Other Items to Consider 55. Subdivision improvementAQreement (SIA): As part of the plat approval, an SIA is required to memorialize your obligation to construct public improvements, including on-site improvements such as the alleyway and sidewalks. The phasing or installation schedule will be memorialized in the agreement, and you will need to provide itemized cost estimates and financial guarantee for any on- and off-site improvements. Staff will provide atemplate SIA under separate cover as part of a future review. Case No. WZ-19-02 & MS-19-06/Kum & Go at Clear Creek Crossing Engineering comments See attached comment memo and redlines from Jordan Jefferies dated December 6, 2019. Please note Engineering has significant comments on Sheets 3-5 of the plat. Agency comments Continue to coordinate with the utility districts to establish service. West Metro Fire Protection District: See attached letter from Bruce Kral, dated November 27, 2019. There are comments related to the fire truck turning exhibit. The site plan must be reviewed and stamped by the developer's Fire Protection Engineer. Xcel Energy: See attached letter from Donna George, dated December 2, 2019. Please complete the application process for any new natural gas or electric service as directed. Colorado Department of Transportation: See attached comments from Marilyn Cross, dated December 4, 2019. Marilyn provided the IGA that shows the cul-de-sac on page 10, and the plan sheet that shows it in greater detail. The revised plan for the snowplow turnaround with the on-site easement must be communicated directly to CDOT by the applicant. On December 12, Steve Sherman with CDOT stated he had not heard from Evergreen regarding the proposed changes, and "if the City supports the change and the snowplow turnaround meets the original intent in an equal or better way then CDOT would be unlikely to oppose the change." Please coordinate with CDOT and the City's Engineering Division (Jordan Jefferies) regarding these comments. This concludes the summary of comments. Please re -submit the site plan and plat as .pdf files. The plat should also be provided as a .dwg file. For questions or clarification on any comments, feel free to directly contact me or Jordan Jefferies. Sincerely, Scott Cutler Planner II Case No. WZ-19-02 & MS-19-06/Kum & Go at Clear Creek Crossing A, City of Wheatludge COMMUNITY DEVELOPMENT Memorandum TO: Stephanie Stevens, Senior Planner Scott Cutler, Planner II FROM: Jordan Jefferies, Development Review Engineer DATE: December 6, 2019 SUBJECT: MS -19-06, WZ-19-02 / Kum & Go Clear Creek Crossing — Review #2 I have completed my second review for the request for approval of a Specific Development Plan and associated minor subdivision plat for a gas station and convenience store located in the southeast portion of the Clear Creek Crossing master -planned development, south of 40th Avenue and east of the future Clear Creek Drive, received on November 14, 2019, and I have the following comments: PLANNING & ZONING: Specific Development Plan: See attached redline markup documents (3_2310_SDP 2019-10-31 AECOM-PW Review 20191202.pdf) for comments on the SDP drawing set. Please provide any necessary comment responses directly in the PDF redline markup documents with the next submittal. Final Plat: See attached redline markup documents (CCC Block 3 Replat Review- 1_PW- AECOM-REDLINES.pdf) for comments on the SDP drawing set, which are also summarized below. Please provide any necessary comment responses directly in the PDF redline markup documents or in letter format with the next submittal. 1) General Comments: a) This plat cannot be named `Clear Creek Crossing Subdivision, Filing No. 3' as it already exists. Consider something more descriptive and unique such as "Kum & Go CCC" or "Kum & Go at Clear Creek", etc. b) Correct the sub -fide to be "A SUBDIVISION OF BLOCK 3, LOT 1, CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3..." c) On all sheets, there appears to be sufficient open space to spread things out a bit, especially with regard to the title. PW recommends shifting items down on the page to not crowd the titte. d) All text should be 0.10" high (min.). All dimensions should be to 0.01 foot. e) The electronic file of the AutoCAD drawing submitted does not appear to be on the Current City Datum. Please include in the next submittal of the plat. f) Right-of-Wav Vacation Required: Please be advised that: i) This administrative plat will not be recorded until such time as the existing K— &Go Clear Cee, Re-21mdo,. Public Works Engineering December 6, 2019 Page 2 Right -of -Way for the cul-de-sac bulb on the southeasterly portion of the site has been approved for vacation by the Wheat Ridge City Council. ii) A Legal Description with Exhibit `A' describing the area to be vacated shall be created by and at the sole expense of the applicant and included with the next plat submittal for review and approval. The exhibit will be used by the City to bring the vacation before City Council. 2) Sheet 1 — Cover Sheet a) In the OWNERS' CERTIFICATION: i) Add "AND ERIKA KLOPPEL SHORTER." to the owners list in the first sentence. ii) The acreages at the beginning of the Certification and the end of the Legal Description do not match. iii) In the Legal Description, the radius and central angle of the I-70 ramp at the northeast corner of the property do not match the plan view values. b) In the VICINITY MAP: i) Turn off easement linework in Vicinity Map. ii) Label the I-70 ramps north of the Site. iii) Extend W. 40"' Avenue under I-70 (show as hidden linetype). iv) Show the lake boundary within Clear Creek Subdivision as red -lined. c) In the PURPOSES OF THIS REPLAT: i) In the title change `PURPOSES' TO "PURPOSE" and `ARE' to "IS". ii) Delete the note number, as there is no number 2. iii) Add "LOT P' to the BLOCK 3 descriptor as red -lined. iv) d) In the Surveyor's Certification, modify the title to match the Plat title. e) In the COUNTY CLERK AND RECORDER'S CERTIFICATE, change the year of recordation to the generic "20 ." as red -lined as the recordation of this document will, most likely, occur next year. I) In the SHEET INDEX, PW recommends modifications as shown to clarify sheet titles and contents. Adjust sheet titles on individual sheets to correspond. g) ENGINEERING recommends combining Sheet 2 notes to the cover sheet. It appears there is enough room. 3) Sheet 2 —Notes a) ENGINEERING recommends moving Sheet 2 notes to the cover sheet and deleting the Legend from this sheet. In essence, this would eliminate the necessity for this sheet. b) ENGINEERING suggests c) Add the following note to the Easement Notes: 3. ACCESS EASEMENT THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS 'ACCESS EASEMENT', AS ILLUSTRATED UPON THIS PLAT. SUCH GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS, AND GUESTS OF THE OWNERS, EMERGENCY VEHICLES, AND SNOW PLOWS, AND SHALL FURTHERMORE GRANT ACCESS Kum & Go Clear Creek Review2.1h.doex Public Works Engineering December 6, 2019 Page 3 TO AND FREE MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND /OR ABUTTING PUBLIC STREETS. d) PW recommends showing one complete Legend and placing it on the first plan view sheet. e) If the Notes are moved to the Cover Sheet as recommended by Engineering - this sheet can be deleted. 4) Sheet 3 —Existing Conditions a) Identify the existing block boundary along with its bearings and distances. b) The section linetype is shown as'lot line to remain'. Please show as a Section Line. c) Engineering cannot verify source of the Neel easement. Please provide the JeffCo Reception #. d) The cul-de-sac ROW bulb that currently exists but that will be vacated apart from this plat needs to be shown on this Existing Conditions sheet as "PREVIOUS CITY ROW VACATED BY ORDINANCE DATED ." Subsequent to the ROW Vacation Ordinance by City Council the information can be input on this plat. Note that this plat shall not be recorded until the ROW vacation has occurred and the Ordinance info has been placed upon this plat. e) Revise the Block 3 description to the original Block 3, Lot 1 description from Filing No. 3, as red -lined. f) 24' Snow Plow Easement was originally granted as an Access Easement on Filing 3; please revise. g) The 10' U.E. bordering the easterly property line appears to be dedicated in Filing No. 3. h) The changes in the ROW shown as "TO BE VACATED" or "HEREBY REMOVED" need to be shown on the PROPOSED sheet #4. i) Change sheet title to "EXISTING CONDITIONS". 5) Sheet 4 —Proposed Conditions a) Property boundary shall exactly correspond to legal description. Property boundary callouts to be at a consistent and prominent size and weight for a major feature. Show 'tic' marks defining curve -curve or curve -tangent locations. b) Proposed changes to boundary should be reflected on this sheet. c) Geodetic Surveying requirements specify a minimum of two (2) property boundary corners of the site shall be tied to any of the three (3) following control point types within the City of Wheat Ridge network: i) Section corners ii) Quarter section corners iii) City of Wheat Ridge Permanent High Accuracy Control (PHAC) Points d) Numerous linetypes shown on the graphic do not exactly match the Legend, as they must. For example: i) The CDOT `A' Line ii) The proposed lot line e) Show the area of `BOW HEREBY DEDICATED BY THIS PLAT", and remove the "LOT LINE HEREBY CREATED BY THIS PLAT". I) Remove all easement lines from this sheet - they have their own sheet #5 & just clutter this one. g) Delete Legend from all but the Existing Conditions sheet. One complete legend Kum & Go Clear Creek Review2.1h.doex Public Works Engineering December 6, 2019 Page 4 shown on the first plan sheet is recommended. h) As the Point of Commencement is currently shown, it appears to lie within Clear Creek Drive when it is not. Show P.O.C. west of the street and more southerly to give a closer approximation to its relationship with the boundary. i) Change sheet title to "PROPOSED CONDITIONS". 6) Sheet 5—ReplatEasement Details a) Flip the Clear Creek Crossing street text 180 degrees. b) Please modify all easements to read "...HEREBY GRANTED BY THIS PLAT". (Dedication is more appropriate when title is being conveyed). c) Unless there is some specific and compelling reason that the multiple "Cross Access Easements" have to all be 1'-2' different from one another? Why not just make a single 36' ACCESS EASEMENT? An Access Easement will provide what the development needs if the right language is included in a Note. Also, Engineering has provided suggested language on Sheet 2. d) Having a separate "SNOWPLOW EASEMENT" makes no sense. Why not just add language in the ACCESS EASEMENT note to include snow plows. CIVIL ENGINEERING: See attached redline markup documents for comments on the following civil engineering documents that were submitted: • Construction Drawing comments: 2310 CD 2019-10-31 AECOM-PW Review 20191204.pdf • Traffic Letter comments: 8 2310 LSC Traffic Letter_ 2019.07.29 AECOM-PW Review 20191202.pdf • Drainage Compliance Letter comments: 6_2310_Drainage Compliance Letter 2019-10-25 AECOM-PW Review 20191202.pdf • Truck turning exhibit comments: 4_2310_Truck Turning Exhibit 2019-10-10 AECOM-PW Review 20191202.pdf • Fire Truck turning exhibit comments: 5 2310 Fire Truck Turning Exhibit _2019-10-10 AECOM Review 20191202.pdf Please provide comment responses directly in the PDF redline markup documents with the next submittal. In addition to the redline markup documents, I have the following general comment(s): 1. The intersection improvements at Youngfield Service Road and the entrance to 7C West Business Center, being designed and constructed by Evergreen Devco, must be complete prior to issuance of a Certificate of Occupancy. SUBDIVISION -RELATED REQUIREMENTS: 1. CDPS Permit & Stormwater Management Plan: Kum & Go Clear Creek Review2.1h.doex Public Works Engineering December 6, 2019 Page 5 This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. 2. Private improvements Cost Estimate & Use Tax: A cost estimate for private infrastructure improvements will be required prior to issuance of a Sitework Permit. The private improvements cost estimate shall include a breakdown of costs for all non-public "horizontal' infrastructure installed on site, including but not limited to: paving, curb & gutter, sidewalks, sanitary sewer, water mains, hydrants, lighting, private storm sewer improvements, and landscaping. Costs associated with "vertical' construction and public infrastructure should not be included. The private improvements cost estimate will be used to determine the City use tax due for this project. City use tax is due upon application for a Sitework Permit. Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, Construction Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 4. Sitework Permit: Prior to construction of any private infrastructure on the site, a Sitework Permit will need to be obtained from the City Building Department. Payment of the City use tax is required at the time of application for the Sitework Permit. Sitework Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report, Final Plat, Final Development Plan, Traffic Impact Study, Construction Plans, and Construction Control Plan. Kum & Go Clear Creek Review2.1h.doex Public Works Engineering December 6, 2019 Page 6 5. Construction Control Plan: A Construction Control Plan (CCP) shall be required prior to issuance of Sitework and ROW Permits. The Construction Control Plan is a modified set of construction plans used in the field to facilitate recordation of key as -built elevations and dimensions. The CCP shall be developed by the design engineer and architect and shall be submitted to the City for review and final approval. Instructions for development of the CCP are included with this letter. 6. Pre -Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre -construction meeting with the city of Wheat Ridge public works at 303.23 5.286 1. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 7. Drainage Certification/ As -Built Plans/ SMA and O & M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer -of -Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As -Built Plans: The following items shall be included in the As -Built Plan prior to City acceptance (as applicable to this project): i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies of the "As -Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and Kum & Go Clear Creek Review2.1h.doex Public Works Engineering December 6, 2019 Page 7 ii. Two (2) electronic Files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (of the signed & sealed sheets). 8. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD@ DWG format, ROW maps, and City -based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridee.co.us Kum & Go Clear Creek Review2.1h.doex 433 S. Allison Parkway Lakewood, CO 80226 Bus: (303) 989-4307 Fax: (303) 989-6725 www.westmetrofire.org West Metro Fire Protection District November 27, 2019 Stephanie Stevens, AICP Senior Planner 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2848 sstevens@ci.wheatridge.co.us Re: Case No. WZ-19-02 & MS -19-06 2nd Referral/ Kum & Go at Clear Creek Crossing Dear Ms. Stevens, This property is within the West Metro Fire Protection District (WMFPD). Fire service will be provided as long as provisions of the International Fire Code, 2012 edition, including amendments, are met in development. The proposed fire hydrant locations are acceptable. The cross access easements used for fire code compliant emergency access must also be designated emergency access easements. Emergency easements must be shown as they connect to public right-of- ways. To be enforceable, the easements must be designated as "emergency access". The entrance from the SE must show at least a 27' inside and 54' outside turn radius. The fire truck turning exhibit shows non-compliant abrupt turns. All turns must be smooth and reasonable at a 7 mile per hour speed. The site plan must be reviewed and stamped by the development's fire protection engineer to ensure the proposed access routes and fire hydrants are coordinated with the larger site's overall connectivity plan and that all fire code requirements have been addressed. New building plans must be review by the WMFPD to assess the need for fire protection features. Permits are required from the fire district for core and shell, tenant finish, all work on automatic fire protection systems, all work on automatic fire detection systems, underground fire line, solar photovoltaic systems, radio amplification, and for the storage of hazardous materials including the removal and placement of fuel storage tanks. WMFPD reserves the right to provide additional comments/requirements at the time when plans are submitted and reviewed per applicable codes and amendments. If you have any questions contact me at 303-989-4307 extension 513 or e-mail: bkralg_westmetrofire.org. Respectfully, Bruce Kral Fire Marshal "Whatever It Takes"... To Serve ONSOUDATED mutual water � December 3, 2019 City of Wheat Ridge Planning Department Ms. Stephanie Stevens 7500 West 29" Avenue Wheat Ridge, Colorado 80033 Re: WZ-19-02 & MS -12-06 Referral- Kum & Go at Clear Creek Crossing Dear Ms. Stevens, This letterwill acknowledge receipt of your correspondence dated November 15, 2019, regarding the above referenced project. Please be advised that the subject property is in an area served by The Consolidated Mutual Water Company (Company) and is currently not receiving domestic water. Domestic water service may be provided to the property subject to compliance with the Company's Bylaw's, rules, regulations and requirements for such service. The Company is currently working with the owner/developer regarding the water components of this project and our requirements. The Company has not approved plans for this project. If you should have any questions or comments regarding this correspondence, please contact this office. Sincerely, CA awti� Casey Burtis, PE Project Engineer /HH Cc: Bruce Kral, West Metro Protection Fire Marshall John Boyle, CMWCo President Kim Medina, CMWCo Tap Administrator Andy Rogers, CMWCo Vice President Xcel EnergysM PUBLIC SERVICE COMPANY December 2, 2019 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Stephanie Stevens Right of Way & Permits 1123 West 3" Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile 303. 571. 3284 donna.l.george@xcelenergy.com Re: Kum and Go at Clear Creek Crossing - Clear Creek Crossing Subdivision Filing No. 3 - 2nd referral Case #s WZ-19-02 and MS -19-06 Public Service Company of Colorado's (PSCo) Right of Way & Permits Referral Desk has reviewed the plat and site development plans plans for the above captioned project, and requests that the property owner/developer/contractor completes the application process for any new natural gas or electric service via xcelenergV.com/InstallAndConnect. 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. As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center by dialing 811 for utility locates prior to construction. Donna George Right of Way and Permits Public Service Company of Colorado dba Xcel Energy Office: 303-571-3306 — Email: donna.l.george@xcelenergy.com STATE OF COLORADO Traffic I Sal ®®OLORADO Region 1 Department of Transportation 2829 W. Howard Place Denver, Colorado 802M PmieP Name. Kum and Go Clear Creek Crossing Highway MIIe Marker. Print Date 12/0/2019 070 Right of Way Comments No private improvements in CDOT ROW Resident Engineer Comments Th ere were m any conversations about a mFao-sac In this property to serve as a plow turn around, which were then form aided in the MOO between CO OF and Wheat Plage for ongoing alntenance of the area lm provements Ims cul -ae-sac, shown on Page 10 of the MOO and In more detail on the final plan sheet page 58, both of which I will ma In an email. If alternate lana better) a®m m oaatl oris have been aeterm lnea please mmmunlretesuch .- Sherman 12/0/2039 om Any Permits rk in the Interstate or State High way Plght of Way will require a perm it from our office This Includes, buts not to landscaping, utility lt work o survey P a,opplled for at the following Ik nm�uwwwreanr4P.rornnes/permlelmeBpwemeoermltappureenn n developer, developent that will bevlAbleto MaW e Interstate or Highway min be premise re and nm advertise goo as or services that are amiable o n that property and must comply with any other applicable rules ng outdoor advertising In Colorado per 2PAR 6010 (Local $CDOTWRK & MTCE) PROJECT: CC 0703-453 (22417) CONTRACT OLA #: 331001724 Routing #: 18 -HAI -XC -00055 REGION: 1 Oh) THIS CONTRACT, executed this // day of L Z6 / by and between the State of Colorado, for the use and benefit of the Colorado Department of Transportation ("State" or "CDOT') and City of Wheat Ridge, 7500 West 29th Avenue, Wheat Ridge, Colorado, 80033, CDOT Vendor #: 0002000099 ("Local Agency"), and the State and the Local Agency together shall be referred to as the "Parties." RECITALS 1. Authority exists in the law and funds have been budgeted, appropriated and otherwise made available and a sufficient uncommitted balance thereof remains available for payment of project and Local Agency costs in Fund Number 400, Function 3301, GL Acct. 4511000010, WBS Element 22417.20.10, (Contract Encumbrance Amount: $0.00); 2. Required approval, clearance and coordination have been accomplished from and with appropriate agencies; 3. Section 43-2-102 and 103, C.R.S require the State to maintain state highways (including where such highways extend through a city or an incorporated town), and 43-2-135 describes certain specific responsibilities of the State and affected local entities (respectively) with respect to state highways that are also part of a local street system; 4. The Local Agency has estimated the contribution and is prepared to provide the funding required for their contribution toward the Project, as evidenced by an appropriate ordinance or resolution duly passed and adopted by the authorized representatives of the Local Agency, which expressly authorizes the Local Agency to enter into this Contract and to expend its funds for the Contribution; 5. The Parties also desire to enter into this Contract to delineate each one's responsibilities for maintenance of the I-70 and 32"d Avenue Interchange (Project); 5. The Local Agency has funds available and desires to provide 100% of the funding for the Work; 6. The State and Local Agency have the the resources to perform the desired maintenance for the Project; 7. This contract is executed under the authority of §§ 29-1-203, 43-1-110; 43-1-116, 43-2-101(4)(c) and 43-2-144, C.R.S.; 8. The Parties hereto desire to agree upon the division of work and maintenance responsibilities with regard to the project. THE PARTIES NOW AGREE THAT: Section 1. Scope of Work The work under this Contract shall consist of CDOT's construction oversight and maintenance responsibilities associated with the I-70 and 32nd Avenue Interchange (Work), and the Local Agency shall provide their Contribution toward the Project, in Wheat Ridge, Colorado, as more specifically described in Exhibit A. Section 2. Order of Precedence In the event of conflicts or inconsistencies between this Contract and its exhibits, such conflicts or inconsistencies shall be resolved by reference to the documents in the following order of priority: 1. This Contract 2. Exhibit A (Scope of Work) 3. Exhibit B (Maintenance Responsibilities) 4. Other Exhibits in descending order of their attachment (if any). Pagel of 8 OLA #: 331001724 Routing #: 18 -HAI AC -00055 Section 3. Term This Contract shall be effective upon approval of the CDOT Chief Engineer or designee. The term of the funding portion of this Contract shall continue through the completion and final acceptance of the Project by the State, FHWA and the Local Agency. The State and Local Agency will maintain and operate the improvements constructed under this Contract for their useful life. Section 4. Project Funding Provisions A. The Local Agency has estimated the total cost of the Contribution and is prepared to provide its funding, as evidenced by an the signing of this Contract, which expressly authorizes the Local Agency the authority to expend its Contribution toward the Project. B. The contribution is estimated to be $20,000.00. C. The maximum amount payable by the Local Agency under this Contract shall be $20,000.00 unless such amount is increased by an appropriate written modification to this contract executed by the Parties hereto before any increased cost is incurred D The Parties hereto agree that this contract is contingent upon all funds designated for the project herein being made available from state sources, as applicable. Should these sources fail to provide necessary funds as agreed upon herein, the contract may be terminated by either party, provided that any party terminating its interest and obligations herein shall not be relieved of any obligations which existed prior to the effective date of such termination or which may occur as a result of such termination.. Section 5. Project Payment Provisions A. The Local Agency will reimburse the State for incurred costs relative to the project following the Local Agency's review and approval of such charges, subject to the terms and conditions of this Contract. B. If the Local Agency is to be billed for CDOT incurred costs, the billing procedure shall be as follows: 1. Upon receipt of each bill from the State, the Local Agency will remit to the State the amount billed no later than 60 days after receipt of each bill. Should the Local Agency fail to pay moneys due the State within 60 days of demand or within such other period as may be agreed between the Parties hereto, the Local Agency agrees that, at the request of the State, the State Treasurer may withhold an equal amount from future apportionment due the Local Agency from the Highway Users Tax Fund and to pay such funds directly to the State. Interim funds, until the State is reimbursed, shall be payable from the State Highway Supplementary Fund (400). 2. If the Local Agency fails to make timely payment to the State as required by this section (within 60 days after the date of each bill), the Local Agency shall pay interest to the State at a rate of one percent per month on the amount of the payment which was not made in a timely manner, until the billing is paid in full. The interest shall accrue for the period from the required payment date to the date on which payment is made. C. The State will prepare and submit to the Local Agency, no more than monthly, charges for costs incurred relative to the project. The State's invoices shall include a description of the amounts of services performed, the dates of performance and the amounts and description of reimbursable expenses. The invoices will be prepared in accordance with the State's standard policies, procedures and standardized billing format. Section 6. State and Local Agency Commitments The Scope of Work (Exhibit) describes the work to be performed. A. Design [if applicable] 1. If the work includes preliminary design or final design (the "Construction Plans"), or design work sheets, or special provisions and estimates (collectively referred to as the "Plans"), the State shall comply with the following requirements, as applicable: a. perform or provide the Plans, to the extent required by the nature of the work. b. prepare final design (Construction Plans) in accord with the requirements of the latest edition of the American Association of State Highway Transportation Officials (AASHTO) manual or other standard, such as the Uniform Building Code, as approved by CDOT. c. prepare special provisions and estimates in accord with the State's Roadway and Bridge Design Manuals and Standard Specifications for Road and Bridge Construction. Page 2 of 8 OLA #: 331001724 Routing #: 18 -HAI -XC-00055 d. include details of any required detours in the Plans, in order to prevent any interference of the construction work and to protect the traveling public. e. stamp the Plans produced by a Colorado Registered Professional Engineer. f. provide final assembly of Plans and contract documents. g. be responsible for the Plans being accurate and complete. h. make no further changes in the Plans following the award of the construction contract except by Contract in writing between the Parties. The Plans shall be considered final when approved and accepted by the Parties hereto, and when final they shall be deemed incorporated herein. B. Construction [if applicable] 1. If the work includes construction, the State shall perform the construction in accordance with the approved design plans and/or administer the construction all in accord with the Scope of Work (Exhibit A and Exhibit B). Such administration shall include project inspection and testing; approving sources of materials; performing required plant and shop inspections; documentation of contract payments, testing and inspection activities; preparing and approving pay estimates; preparing, approving and securing the funding for contract modification orders and minor contract revisions; processing contractor claims; construction supervision; and meeting the Quality Control requirements of the FHWA/CDOT Stewardship Contract. 2. Subject to Section 5, if the State is the responsible party: a. it shall appoint a qualified professional engineer, licensed in the State of Colorado, as the State Agency Project Engineer (SAPE), to perform that administration. The SAPE shall administer the project in accordance with this Contract, the requirements of the construction contract and applicable State procedures. b. if bids are to be let for the construction of the project, the State shall, in conjunction with the Local Agency, advertise the call for bids and upon concurrence by the Local Agency will award the construction contract(s) to the low responsive, responsible bidder(s). (1) in advertising and awarding the bid for the construction of a federal -aid project, the State shall comply with applicable requirements of 23 USC § 112 and 23 CFR Parts 633 and 635 and C.R.S. § 24-92-101 et seq. Those requirements include, without limitation, that the State/contractor shall incorporate Form 1273 in its entirety verbatim into any subcontract(s) for those services as terms and conditions therefore, as required by 23 CFR 633.102(e). (2) the Local Agency has the option to concur or not concur in the proposal of the apparent low bidder for work on which competitive bids have been received. The Local Agency must declare its concurrence or non -concurrence within 3 working days after said bids are publicly opened. (3) by indicating its concurrence in such award, the Local Agency, acting by or through its duly authorized representatives, agrees to provide additional funds, subject to their availability and appropriation for that purpose, if required to complete the work under this project if no additional federal -aid funds will be made available for the project. c. If all or part of the construction work is to be accomplished by State personnel (i.e. by force account), rather than by a competitive bidding process, the State will ensure that all such force account work is accomplished in accordance with the pertinent State specifications and requirements with 23 CFR 635, Subpart B, Force Account Construction. Section 7. ROW Acquisition and Relocation If the Project includes right of way, prior to this project being advertised for bids, the State will certify in writing that all right of way has been acquired in accordance with the applicable state and federal regulations, or that no additional right of way is required. Any acquisition/relocation activities must comply with: all applicable federal and state statutes and regulations, including but not limited to the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 as amended (P.L. 91-646) and the Uniform Relocation Assistance and Real Property Acquisition Policies for Federal and Federally Assisted Programs as amended (49 CFR Part 24); CDOT's Right of Way Manual; and CDOT's Policy and Procedural Directives. Allocation of Responsibilities are as follows: Federal participation in right of way acquisition (3111 charges), relocation (3109 charges) activities, if any, and right of way incidentals (expenses incidental to acquisition/relocation of right of way — 3114 charges); Page 3 of 8 OLA #: 331001724 Routing #: 18 -HAI -XC -00055 Federal participation in right of way acquisition (3111 charges), relocation (3109 charges) but no participation in incidental expenses (3114 charges); or No federal participation in right of way acquisition (3111 charges) and relocation activities (3109 expenses). Regardless of the option selected above, the State retains oversight responsibilities. The Local Agency's and the State's responsibilities for each option is specifically set forth in CDOT's Right of Way Manual. The manual is located at http://www.coloradodot.info/business/manuals/right-of-way. If right of way is purchased for a state highway, including areas of influence of the state highway, the local agency shall immediately convey title to such right of way to CDOT after the Local Agency obtains title. Section 8. Utilities If necessary, the State will be responsible for obtaining the proper clearance or approval from any utility company, which may become involved in this Project. Prior to this Project being advertised for bids, the responsible party will certify in writing that all such clearances have been obtained. Section 9. Railroads In the event the Project involves modification of a railroad company's facilities whereby the work is to be accomplished by railroad company forces, the State shall make timely application to the Public Utilities Commission requesting its order providing for the installation of the proposed improvements and not proceed with that part of the work without compliance. The State shall also establish contact with the railroad company involved for the purpose of complying with applicable provisions of 23 CFR 646, subpart B, concerning federal -aid projects involving railroad facilities, including: 1. Executing an Contract setting out what work is to be accomplished and the location(s) thereof, and that the costs of the improvement shall be eligible for federal participation. 2. Obtaining the railroad's detailed estimate of the cost of the work. 3. Establishing future maintenance responsibilities for the proposed installation. 4. Prescribing future use or dispositions of the proposed improvements in the event of abandonment or elimination of a grade crossing. 5. Establishing future repair and/or replacement responsibilities in the event of accidental destruction or damage to the installation. Section 10. Environmental Obligations The State shall perform all work in accordance with the requirements of the current federal and state environmental regulations including the National Environmental Policy Act of 1969 (NEPA) as applicable. Section 11. Maintenance Obligations The State and Local Agency will maintain and operate the improvements constructed under this Contract at their own cost and expense during their useful life as shown in Exhibit B, in a manner satisfactory to the State and FHWA. The State and Local Agency will make proper provisions for such maintenance obligations each year. Such maintenance and operations shall be conducted in accordance with all applicable statutes, ordinances and regulations. The State and FHWA will make periodic inspections of the project to verify that such improvements are being adequately maintained. Section 12. Record Keeping The State and Local Agency shall maintain a complete file of all records, documents, communications, and other written materials, which pertain to the costs incurred under this Contract. The State and Local Agency shall maintain such records for a period of three (3) years after the date of termination of this Contract or final payment hereunder, whichever is later, or for such further period as may be necessary to resolve any matters which may be pending. The State shall make such materials available for inspection at all reasonable times and shall permit duly authorized agents and employees of the Local Agency and FHWA to inspect the project and to inspect, review and audit the project records. Page 4 of 8 OLA M 331001724 Routing 18 -HA I AC -00055 Section 13. Termination Provisions This Contract may be terminated as follows: A. Termination for Convenience. The State may terminate this Contract at any time the State determines that the purposes of the distribution of moneys under the Contract would no longer be served by completion of the project. The State shall effect such termination by giving written notice of termination to the Local Agency and specifying the effective date thereof, at least twenty (20) days before the effective date of such termination. B. Termination for Cause. If, through any cause, the Local Agency shall fail to fulfill, in a timely and proper manner, its obligations under this Contract, or if the Local Agency shall violate any of the covenants, Contracts, or stipulations of this Contract, the State shall thereupon have the right to terminate this Contract for cause by giving written notice to the Local Agency of its intent to terminate and at least ten (10) days opportunity to cure the default or show cause why termination is otherwise not appropriate. In the event of termination, all finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs and reports or other material prepared by the Local Agency under this Contract shall, at the option of the State, become its property, and the Local Agency shall be entitled to receive just and equitable compensation for any services and supplies delivered and accepted. Notwithstanding the above, the Local Agency shall not be relieved of liability to the State for any damages sustained by the State by virtue of any breach of the Contract by the Local Agency, and the State may withhold payment to the Local Agency for the purposes of mitigating its damages until such time as the exact amount of damages due to the State from the Local Agency is determined. If after such termination it is determined, for any reason, that the Local Agency was not in default or that the Local Agency's action/inaction was excusable, such termination shall be treated as a termination for convenience, and the rights and obligations of the Parties shall be the same as if the Contract had been terminated for convenience, as described herein. Section 14. Legal Authority The Local Agency warrants that it possesses the legal authority to enter into this Contract and that it has taken all actions required by its procedures, by-laws, and/or applicable law to exercise that authority, and to lawfully authorize its undersigned signatory to execute this Contract and to bind the Local Agency to its terms. The person(s) executing this Contract on behalf of the Local Agency warrants that such person(s) has full authorization to execute this Contract. Section 15. Representatives and Notice The State will provide liaison with the Local Agency through the State's Region Director, Region 1, 2000 South Holly Street, Denver, CO 80222. Said Region Director will also be responsible for coordinating the State's activities under this Contract and will also issue a "Notice to Proceed" to the Local Agency for commencement of the work. All communications relating to the day-to-day activities for the work shall be exchanged between representatives of the State's Transportation Region 1 and the Local Agency. All communication, notices, and correspondence shall be addressed to the individuals identified below. Either party may from time to time designate in writing new or substitute representatives. If to the State: Steve Sherman CDOT Region 1 2000 South Holly Street Denver, Colorado 80222 303-512-5986 steve.sherman@state.co.us Section 16. Successors If to the Local Agency: Scott Brink City of Wheat Ridge 7500 West 29TH Avenue Wheat Ridge, Colorado 80033 303-235-2860 sbrink@ci.wheatridge.co.us Except as herein otherwise provided, this Contract shall inure to the benefit of and be binding upon the Parties hereto and their respective successors and assigns. Section 17. Third Party Beneficiaries Page 5 of 8 OLA #: 331001724 Routing #: 18 -HAI -XC-00055 It is expressly understood and agreed that the enforcement of the terms and conditions of this Contract and all rights of action relating to such enforcement, shall be strictly reserved to the State and the Local Agency. Nothing contained in this Contract shall give or allow any claim or right of action whatsoever by any other third person. It is the express intention of the State and the Local Agency that any such person or entity, other than the State or the Local Agency receiving services or benefits under this Contract shall be deemed an incidental beneficiary only. Section 18. Governmental Immunity Notwithstanding any other provision of this Contract to the contrary, no term or condition of this Contract shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protection, or other provisions of the Colorado Governmental Immunity Act, § 24-10-101, et seq., C.R.S., as now or hereafter amended. The Parties understand and agree that liability for claims for injuries to persons or property arising out of negligence of the State of Colorado, its departments, institutions, agencies, boards, officials and employees is controlled and limited by the provisions of § 24-10-101, et seq., C.R.S., as now or hereafter amended and the risk management statutes, §§ 24-30-1501, et seq., C.R.S., as now or hereafter amended. Section 19. Severability To the extent that this Contract may be executed and performance of the obligations of the Parties may be accomplished within the intent of the Contract, the terms of this Contract are severable, and should any term or provision hereof be declared invalid or become inoperative for any reason, such invalidity or failure shall not affect the validity of any other term or provision hereof. Section 20. Waiver The waiver of any breach of a term, provision, or requirement of this Contract shall not be construed or deemed as a waiver of any subsequent breach of such term, provision, or requirement, or of any other term, provision or requirement. Section 21. Entire Understanding This Contract is intended as the complete integration of all understandings between the Parties. No prior or contemporaneous addition, deletion, or other amendment hereto shall have any force or effect whatsoever, unless embodied herein by writing. No subsequent novation, renewal, addition, deletion, or other amendment hereto shall have any force or effect unless embodied in a writing executed and approved pursuant to the State Fiscal Rules. Section 22. Survival of Contract Terms Notwithstanding anything herein to the contrary, the Parties understand and agree that all terms and conditions of this Contract and the exhibits and attachments hereto which may require continued performance, compliance or effect beyond the termination date of the Contract shall survive such termination date and shall be enforceable by the State as provided herein in the event of such failure to perform or comply by the Local Agency. Section 23. Modification and Amendment This Contract is subject to such modifications as may be required by changes in federal or State law, or their implementing regulations. Any such required modification shall automatically be incorporated into and be part of this Contract on the effective date of such change as if fully set forth herein. Except as provided above, no modification of this Contract shall be effective unless agreed to in writing by both Parties in an amendment to this Contract that is properly executed and approved in accordance with applicable law. Section 24. Disputes Except as otherwise provided in this Contract, any dispute concerning a question of fact arising under this Contract, which is not disposed of by Contract, will be decided by the Chief Engineer of the Department of Transportation. The decision of the Chief Engineer will be final and conclusive unless, within 30 calendar days after the date of receipt of a copy of such written decision, the Local Agency mails or otherwise furnishes to the State a written appeal addressed to the Executive Director of the Department of Transportation. In connection with any appeal proceeding under this clause, the Local Agency shall be afforded an opportunity to be heard and to offer evidence in support of its appeal. Pending final decision of a dispute hereunder, the Local Agency shall proceed diligently with the performance of the Contract in accordance with the Chief Engineer's decision. The decision of the Executive Director or his duly Page 6 of 8 OLA #: 331001724 Routing #: 18 -HAI -XC -00055 authorized representative for the determination of such appeals will be final and conclusive and serve as final agency action. This dispute clause does not preclude consideration of questions of law in connection with decisions provided for herein. Nothing in this Contract, however, shall be construed as making final the decision of any administrative official, representative, or board on a question of law. THE REMAINDER OF THIS PAGE IS INTENTIONALLY LEFT BLANK Page 7 of 8 OLA #: 331001724 Routing #: 18 -HAI -XC-00055 THE PARTIES HERETO HAVE EXECUTED THIS CONTRACT * Persons signing for The Local Agency hereby swear and affirm that they are authorized to act on The Local Agency's behalf and acknowledge that the State is relying on their representations to that effect. THE LOCAL AGENCY STATE OF COLORADO City of Wheat Ridge John W. Hickenlooper, GOVERNOR By: (3u,4 5+AX--,-1{ Eri Colorado Department of Transportation By GIt��4 (print name) Title: ""y 0 K J hua Laipply hief me (For) Michael P. Lewis, Execiftive Director (print title) Date: "�/� � bD /$ Urw�, Signature Date: 2nd The Local Agency Signature [if Needed] By:Jct n Q, I L v-, -S ha ver /� (print name) Title: V C 1 Qr k rint title) lT *Signature IF Date:01 9 0 O Page 8 of 8 Exhibit A Scope of Work This IGA between CDOT and the City of Wheat Ridge is to document construction oversight and maintenance responsibilities for the new/changed access at Westbound (WB) Interstate 70 (I-70), associated with the I-70/32nd Avenue interchange, being implemented in association with nearby development activity, the proposed Clear Creek Crossing (CCC) mixed use development. No State or Federal Funds are being used for construction of this project. The City of Wheat Ridge agrees to pay CDOT $20,000 for part-time review of the project by a CDOT Engineer, who will represent CDOT interests with regard to work quality and impact to the traveling public on westbound I70. By the permit through CDOT Region 1 Permits, CDOT will retain final acceptance authority for all facilities and appurtenances to be owned and maintained by CDOT. Through many discussions, the maintenance of facilities has been agreed to as represented in the attached graphics (3 pages). Also, as shown in the graphics, a turn -around for snow plows has been agreed to within the development, such that CDOT plows will be able to plow the I70 facility in much the same way as exists prior to construction. Exhibit A — Page I of 1 br 1l+�ti Y1o01lINO•�•V •✓�IAI•Im•701rri+GNO��14 Jill I ' I ' I � x / • 1' ! 1 � 7 1 I I 000 rn I 1 1 } I• F , ililil 'i� 1 I I `` •9�♦``` O � I t I I f m �; � r `♦ i i b f } f I Vt m ♦ •�, � I I f 1 f } I 1 is • � O •:• li i � f ♦ ♦ 1 1 I i i ,� i � � �� •� f I l t G ��� ' II � � I L I I� • fit 1 V 1 i i } f •�,D II H i i I f I 1 i li I }j i f 1 I , I Exhibit B - Page 1 of 3 .soon I:�uow awoollnlaowxwa.r u..r�ysuHsco.Wm wmr.vwvwa.w:aP Exhibit B - Page 2 of 3 0000 L2 Exhibit B - Page 3 of 3 LF- ........ . ... ........... ... . I S 261.00 rc m a J 280.0® nn Q + 259,00 258.00 257.00 mwi UI FQ...DJ{-_-'__ll-. .... .. Dj_...__O1'-_-__OJ- C �-Bi L _ _ :J 1.1 _- '___-____p'___DI___. 0 wa 0oF a0w J0 < o 0 oma CO -M,Zn-3:Pa orc �a mvQ odw I-70 HCL ao M<rJ (+1KQ V pZ OjJV JC, (IJQ J �N aUQ JF J '- HWJ VImU N1.. 1- 0 m VI N o2N }aZ N NLL NJv OQ '/1 +3 �ryV.' }N '-^ GUARDRAIL TYPE 7 NN'an oM 3 �w (STYLE CE) w'" ooF"4w '^- WB I -%D i°-w?w E%. BARRIER LINE F .aco Wo at SLOPE & DITCH �nwr v`i `. m r- m o m w F m F Q SAWCUT LINE = PAVEMENT (3 CY) caQ GUARDRAIL TYPE 7 0 (STYLE CE) _ N o 0 O N � � J } II II II II II II II - _ ' RAMP 8 HCL RAMP 8 a � 77 a 0 0 CUARORAI 7m ! 18' GHA -- __� ._ _ PROPOSED ROW/ ---_�„X GUARDRAIL TYPE 3 W 1TYPE _ �� o ARD AIIL-TSPE,3-� GUARDRAIL _ "LINE TO BE "REMOVED W ZING) -'_"-'- ---_ CHA[N LINK FENCE----""'_"- 09 LL! RAMP D HC -- ~ Z - i -- --_--- - -. PROPOSED. FRONTAGE y ROAD IMPROVEMENTS J CHAIN LINK FENCE a - 9 "---- i - J_ h" �' (SEE FRONTAGE SHEETS) FRONTAGE y READ 0 EX EDGE D9 FRONTAGE ROAD ASPHALT MAT /- PROPOSED ROW/ ``f (TO BE REMOVED) "A" LINE PROPOSED i WHEAT RIDGE J n �` EX COOT ROW a _ I 1 ✓ � w ROW 4 � ow \ i ASPHiCI 'Mkf ID`BE,'R�cMOVED i Q _ Z SIL Wa _ S, o o m zo ,REh'Y rc m� t vim .a ea O � 'rO�Ati`Acn In BURIED UTILITY INFORMATION FOR < ^ 53075 TWO TWO (2)BUSINESS DAYS s �a BEFORE YOU DIG< L,--' -- --- CALL 1-800-922-1987 �`—t m m < 44 S/OVAL UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) 4/13/18 Print Date. ul6not6 Sheet Revisions HEar AA MARTINJMARTI_N For Review Project No./Code File Name: 5]_I]0 RoadxayPlanOS.tlgn Date: comments mit a /"�;.S. „. „ ;,,,,, ROADWAY PLAN Norio. Boodle: 140 Vert. Scale: Aa Noted Q �_ No Revisions: CC M381-004 Unit Information Unit Leede, lnfllale u m ...sRevised: Designer: ARE Sme"'a 16063 Q rnx soa..=..oa® Datalle[ DAA Numbers O O Void Sheat Subset Stay PLAN I SubseISaa : 5 of 17 Street Number 58 APPLEWOOD SANITATION DISTRICT P.O. BOX 1109 GOLDEN, CO 80402-1109 303-232-6883 April 22, 2019 Stephanie Stevens Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 RE: Applewood Sanitation District Case #WZ-19-02 / Kum & Go at Clear Creek Crossing Review #1 Applicant: Kum & Go, L.C. RGA Job No.: 1042.0001 Dear Ms. Stevens: On April 12, 2019, RG and Associates, LLC (RGA) received the following for review: ■ Community Development Referral, WZ-19-02 Referral, Case Number WZ-19-02 / Kum & Go at Clear Creek Crossing Thank you for providing us the referral. Please see our response below. 1. In order for the district to begin reviews, the applicant is to finalize the Funding Agreement with deposit. The district has provided this agreement to the developer. 2. Once the above is completed, the district will review the submittal and provide comments. If you have any questions regarding this matter, please contact us at this office. Sincerely, RG AND SOCIAT C e R. Landry District's Engineer cc: Applewood Sanitation District Board Dick Scheurer, District Attorney R:\1042 - Applewood Sanitation District\Task 15 - Gas Station - Block 2, Lot 2\Plan Submittals-Responses\4.12.2019 - Referral\Kum & Go at ASD Review #1.docm Stephanie Stevens From: Cross - CDOT, Marilyn <marilyn.cross@state.co.us> Sent: Thursday, April 11, 2019 1:30 PM To: Stephanie Stevens Cc: Bradley Sheehan; Steven Loeffler; Chris Laughlin Subject: Re: WZ-19-02 Referral Follow Up Flag: Follow up Flag Status: Flagged Stephanie, Thank you for this referral. CDOT has the following comments: • Please show 1-70 right-of-way lines on the plans. • Any proposed construction, grading, utility, survey, or landscaping work within CDOT right-of- way will require a Special Use or Utility Permit issued by the Department. These permit applications can be found at the following link: https://www.codot.gov/business/permits/utiIitiesspecialuse . • The contact for Special Use/Utility Permits is Chris Laughlin, Permit Project Manager, christopher.laugh lin(cDstate.co. us, Office Ph: 303-512-4269, Cell 303-916-0463 • Since the project is adjacent to 1-70, we request to review the drainage report. • All signing must be on -premise in nature and may not either wholly or partly on 1-70 Right -of - Way. Please let me know if you have any questions. Marilyn Cross, AICP Access Manager Permits Unit COLORADO Department of Transportation AV Region 1 P 303.512.4266 1 C 303-514-5992 1 F 303.757.9886 NEW ADDRESS: 2829 W. Howard PI, #255D, Denver, CO 80204 marilyn.cross@state.co.us 1 Link to Access Permits 1 www.codot.eov On Thu, Apr 11, 2019 at 11:16 AM Stephanie Stevens Csstevens(Lci.wheatridge.co.us wrote: Marilyn, The Wheat Ridge Community Development Department has received a request for approval of a Specific Development Plan for a gas station and convenience Do re located In the southeast portion of the Clea r Creek Cursing mastery planned development, south of 40th Avenue and east of the future Clear Creek Drive (Case No. WZ 19 02). Pleas dComic ad the application doonments using the following Dmpbon link Comments are due by April 26, 2019 no response from you will constitute having no objections or concerns. Fee Ifree to beintouch with any additional go estio ns. Thank you Step heno Chose note you will aedAWW Winters to✓wthe what subMtlela TheiletverelondAdo Redercanf downimdech here drooledopens cm/reatl Stephanie Stevens, AICP Seoim Planner Community Development Department 7500 W 29th Avenue Wheat Ridge, Colorado 00033 Office Phone. 303-235-2848 Fax 303234_2040 www Lwbeatridoe cc us W heof atl�dge CONECE ECTICUOITCNATICE Thi It. If IA�45a+reme6e Wtmvd�s�lmv«,�opyug, lismLvemlAe�masmvge my eofYv mmmamo�uemkL�rtd. If dve �4 ara<k.�se.00ew.re::�, mWde4rt JeovgiMmsss•fmmyaem.�.yoxx, W ONSOUDATED mutual water � April 26, 2019 City of Wheat Ridge Planning Department Ms. Stephanie Stevens 7500 West 29" Avenue Wheat Ridge, Colorado 80033 Re: WZ-19-02 Referral- Kum & Go at Clear Creek Crossing Dear Ms. Stevens, This letter will acknowledge receipt of your correspondence dated April 11, 2019, regarding the above referenced project. Please be advised that the subject property is in an area served by The Consolidated Mutual Water Company (Company) and is currently not receiving domestic water. Domestic water service may be provided to the property subject to compliance with the Company's rules, regulations and requirements for such service. The Company has had a preliminary meeting with the owner/developer regarding the site plan. Since that meeting, The Company has learned that there may be final grade changes in the location of the existing 12" water line on the southern side of the site. Any changes to the final grade must be reviewed by The Company. The pipe may need to be abandoned and re-routed. See our comments on the attached overall utility plan. The owner/developer should call this office (303-238-0451) to schedule another meeting to discuss the water components of this project. If you should have any questions or comments regarding this correspondence, please contact this office. Sincerely, CA 13UA �.1.,c Casey Burtis, PE Project Engineer /H H Cc: Bruce Kral, West Metro Protection Fire Marshall John Boyle, CMWCo President Kim Medina, CMWCo Tap Administrator Andy Rogers, CMWCo Vice President Ndj --1 wR—_—i— I 11 L I V'� l l � III y it :I II UTILITY LEGEND DESCRIPTION III CONNECT TO I { � III •. I I I SANITARY SEWER III A.4 I 1 Ip III II Ld III I 11 L I V'� l l � III y it :I TABLE UTILITY LEGEND DESCRIPTION 1.1 CONNECT TO - —NHS EXISTING 6" SNB A.1 CLEAN OUT 135'-8" P I SANITARY SEWER III A.4 I 1 Ip III II Ld III A5 CLEAN OUT A6 PROPOSED PRWATE STORM SEWER CONNECTION i W II III I• Y 1.11 WLLJ N D_ PROPOSED UNDERGROUND TELEPHONE U q PROPOSED UNDERGROUND ELECTRIC/TELEPHONE I a o I D_ II III Iq Wi J I U PROPOSED MANHOLE I II 0 1 HP o 1.z — 1.1 19'12' H ��—®— �r 37'6" PVC 28'6" PVC_— --_—� II, �` I II II I 2 II I 1YN E -E5 12K PMMIUM I 1sx DlF9 — — — J POTENTIAL LOCATION OF NEW CMWC WATER MAIN 2" HP HP ----- — 150'6- PVC --- I I = TABLE UTILITY LEGEND DESCRIPTION 1.1 CONNECT TO AO EXISTING 6" SNB A.1 CLEAN OUT 135'-8" P I SANITARY SEWER CLEAN OUT A.4 BUILDING � CONNECTION A5 CLEAN OUT A6 PROPOSED PRWATE STORM SEWER CONNECTION i UE PROPOSED UNDERGROUND ELECTRIC 1.11 C 56'8' 15'6" PJC 10 EI MP-RO-E01N4 9103 so. FT. FFE: M1z.m HP I I I L---- ---- ------ -1---1-------------------------------------------- -�------------------------------------------------------------------- DG— re---I� __ _----wrre--�C--wrR------'MDC -- _" __X---wR-----_ re--- wrrex____'"^re____ -kR--- --'MR---- FINAL GRADE CHANGES IN THIS AREA MAY DRASTICALLY REDUCE COVER OVER OUR CMWC EXISTING 12" MAINI EXISTING PIPE... WHICH WOULD MEAN WE WOULD ABANDOWRE-ROUTE • a ° a. ----- — I --------——_— — �� i - - _ - ��---�=-----------=----- I� II -- I 3 JA �I OUR UNDERSTANDING OF THE PROJECT AREA IS THAT THERE MAY BE FINAL GRADE ADJUSTMENTS IN THE AREA OVER OUR EXISTING 12" WATER LINE. IF THE GRADE OVER THE EXISTING WATER MAIN IS REDUCED, WE WILL LIKELY ABANDONIREMOVE THAT MAIN. THE WATER WOULD THEN BE RE-ROUTED AROUND THE NORTH SIDE OF THE PROJECT AREA. -1 �' P u I � III I .�I I I III I I ! u r IN RESPONSE TO THE SUBMITTED SITE PIAN OR PUT, SEE THE CONSOLIDATED MUTUAL WATER COMPANYS COMMENTS ON THIS SHEET. CONTACT THE FOLLOWING FOR PLAN REVIEW AND APPROVAL INFORMATION: ❑ NO FURTHER PLAN REVIEW NEEDED ❑ CONSUMER SERVICES REVIEW -303-274-7420 ® ENGINEERING PRE -SUBMITTAL MEETING 303-274-7419 BENEWCOMMENTS PERTNNTO THIS REPIM PLW BET ONLY. ANY d1ANGEBTNATMAYIMPAOTWATERMUSTBESUBMIITEDTOCMWOFOR SI.SSWUENT�J R�EM�eEOWANAPPROVAL CA l3wW 4IM19 CMWC REVIEWER DATE SITE KEY NOTES NO. DESCRIPTION O PROPOSED FIRE HYDRANT 02 PROPOSED 2" DOMESTIC SERVICE SANITARY = TABLE UTILITY LEGEND DESCRIPTION 1.1 CONNECT TO AO EXISTING 6" SNB A.1 CLEAN OUT A2 PROPOSED SANITARY SEWER CLEAN OUT A.4 BUILDING 1.7 CONNECTION A5 CLEAN OUT A6 PROPOSED PRWATE STORM SEWER CONNECTION i UE PROPOSED UNDERGROUND ELECTRIC J N UT PROPOSED UNDERGROUND TELEPHONE UET PROPOSED UNDERGROUND ELECTRIC/TELEPHONE a o PROPOSED CURB INLET o • PROPOSED MANHOLE PROPOSED CLEANOUT PROPOSED SANITARY STRUCTURE CALLOUT 0 3 1.3 PROPOSED STORM STRUCTURE CALLOUT N m PROPOSED LMUTY CROSSING CALLOUT m 3 PROPOSED CURB STOP a • PROPOSED CORP STOP vo r L PROPOSED PLUG E 0 m E ® PROPOSED 2" DOMESTIC METER E J r ■ PROPOSED WATER VALVE ry` IN PROPOSED TAP AND SLEEVE Hi OUR UNDERSTANDING OF THE PROJECT AREA IS THAT THERE MAY BE FINAL GRADE ADJUSTMENTS IN THE AREA OVER OUR EXISTING 12" WATER LINE. IF THE GRADE OVER THE EXISTING WATER MAIN IS REDUCED, WE WILL LIKELY ABANDONIREMOVE THAT MAIN. THE WATER WOULD THEN BE RE-ROUTED AROUND THE NORTH SIDE OF THE PROJECT AREA. -1 �' P u I � III I .�I I I III I I ! u r IN RESPONSE TO THE SUBMITTED SITE PIAN OR PUT, SEE THE CONSOLIDATED MUTUAL WATER COMPANYS COMMENTS ON THIS SHEET. CONTACT THE FOLLOWING FOR PLAN REVIEW AND APPROVAL INFORMATION: ❑ NO FURTHER PLAN REVIEW NEEDED ❑ CONSUMER SERVICES REVIEW -303-274-7420 ® ENGINEERING PRE -SUBMITTAL MEETING 303-274-7419 BENEWCOMMENTS PERTNNTO THIS REPIM PLW BET ONLY. ANY d1ANGEBTNATMAYIMPAOTWATERMUSTBESUBMIITEDTOCMWOFOR SI.SSWUENT�J R�EM�eEOWANAPPROVAL CA l3wW 4IM19 CMWC REVIEWER DATE SITE KEY NOTES NO. DESCRIPTION O PROPOSED FIRE HYDRANT 02 PROPOSED 2" DOMESTIC SERVICE SANITARY STRUCTURE TABLE STRUCTURE ID DESCRIPTION 1.1 CONNECT TO AO EXISTING 6" SNB A.1 CLEAN OUT A2 CLEAN OUT A3 CLEAN OUT A.4 BUILDING 1.7 CONNECTION A5 CLEAN OUT A6 BUILDING 1.10 CONNECTION STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION 1.0 CONNECT TO EXISTING SNB 1.1 MANHOLE 1.2 CURB INLET 1.3 CLEANOUT 1.4 CLEANOUT 1.5 CLEANOUT 1.6 MANHOLE 1.7 CURB INLET 1.8 CLEANOUT 1.9 CLEANOUT 1.10 CLEANOUT 1.11 CLEANOUT �.". .. euViaazae 0 Westown Parkway at Des Moines, lows 50265 P: 515-2255125 MEN _MEN _, �o 0 Westown Parkway at Des Moines, lows 50265 P: 515-2255125 MPROJECTTHM: ROM: J09H HOME SOM: ROB rim W11:01EITSTUFP 0 k a [ATE: OM19 91EUNUMBS2 4OF11 L �o 0 W Z W QW LuQ Q J N P M M it MPROJECTTHM: ROM: J09H HOME SOM: ROB rim W11:01EITSTUFP 0 k a [ATE: OM19 91EUNUMBS2 4OF11 433 S. Allison Parkway Lakewood, CO 80226 Bus: (303) 989-4307 Fax: (303) 989-6725 www.westmetrofire.org West Metro Fire Protection District April 15, 2019 Stephanie Stevens, AICP Senior Planner 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2848 sstevens@ci.wheatridge.co.us Re: Case No. WZ-19-02 / Kum & Go at Clear Creek Crossing Dear Ms. Stevens, This property is within the West Metro Fire Protection District (WMFPD). Fire service will be provided as long as provisions of the International Fire Code, 2012 edition, including amendments, are met in development. The proposed fire hydrant locations are acceptable. A third fire hydrant must be added at the SE corner of the driveway from Clear Creek Drive. The cross access easements must also be designated emergency access easements. Emergency easements must be shown as they connect to public right-of-ways. The entrance from the SE must show at least a 27' inside and 54' outside turn radius. New building plans must be review by the WMFPD to assess the need for fire protection features. Permits are required from the fire district for core and shell, tenant finish, all work on automatic fire protection systems, all work on automatic fire detection systems, underground fire line, solar photovoltaic systems, radio amplification, and for the storage of hazardous materials including the removal and placement of fuel storage tanks. WMFPD reserves the right to provide additional comments/requirements at the time when plans are submitted and reviewed per applicable codes and amendments. If you have any questions contact me at 303-989-4307 extension 513 or e-mail: bkralg_westmetrofire.org. Respectfully, 6_�_4w� Bruce Kral Fire Marshal "Whatever It Takes"... To Serve Xcel EnergysM PUBLIC SERVICE COMPANY April 25, 2019 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Stephanie Stevens Re: Kum and Go at Clear Creek Crossing, Case # WZ-19-02 Right of Way & Permits 1123 West 3°' Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile 303. 571. 3284 donna.I.george@xcelenergy.com Public Service Company of Colorado's (PSCo) Right of Way & Permits Referral Desk has reviewed the site development plan for Kum and Go at Clear Creek Crossing and requests the property owner/developer/contractor to complete the application process for any new natural gas or electric service via FastApp-Fax-Email-USPS (go to: https://www.xcelenergy.com/start, stop, transfer/installing and connecting service/). The Builder's Call Line is 1-800-628-2121. 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. 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. Donna George Right of Way and Permits Public Service Company of Colorado / Xcel Energy Office: 303-571-3306 — Email: donna.l.george@xcelenergy.com City of �Wheat�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. May 9, 2019 Woolpert, Inc. Attn: Thomas Pannell 116 Inverness Drive E. Englewood, CO 80112 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Subject: WZ-19-02 / Kum & Go at Clear Creek Crossing 1' Review Comments Mr. Pannell: This letter is in regards to your application for approval of a Specific Development Plan (SDP) on property zoned Planned Mixed Use Development (PMUD) located within Planning Area 4 (PA 4), south of 40"' Avenue and east of the future Clear Creek Drive. The first review of your submittal is complete. Refer to the comments below as well as the redlined copies of the draft documents attached. Any further comments received from external agencies will be provided under separate cover. This project is being reviewed in compliance with the Clear Creek Crossing Planned Mixed Use Outline Development Plan (ODP) along with the Clear Creek Crossing Subdivision Filing No. 2 (in process of replat, to be known as "Clear Creek Crossing Subdivision Filing No. 3), the Clear Creek Crossing Design Pattern Book (DPB) & Vision Book, and Chapter 26 of the City of Wheat Ridge Municipal Code. General 1. Comment Responses: Please use the provided Word file of this letter to respond to the subsequent comments and provide it as part of the second submittal. 2. Please provide a plat document with your resubmittal to reflect the lot split of Lot 1, Block 3, Clear Creek Crossing Subdivision Filing No. 3. Be sure to provide a unique title to differentiate this project from the overall Clear Creek Crossing Subdivision. Recommended title: "Kum & Go at Clear Creek Crossing Subdivision". 3. The City is currently reviewing a replat of the overall Clear Creek Crossing Subdivision of record. Please coordinate to ensure that the SDP and subdivision submitted with this application are consistent with the revised plat. All references to Filing 2 should be revised to match the new plat, to be known as "Clear Creek Crossing Subdivision Flg. No. 3". 4. Provide a completed Mineral Rights Certification Form with your resubmittal. 5. As a reminder, the Clear Creek Crossing Architectural Control Committee (ACC) will need to provide written approval prior to Planning Commission. They have received a referral and comments are forthcoming. Please address any of the ACC concerns with your resubmittal. 6. Per the DPB, a Master Sign Plan for each planning area is required, subject to approval by the Planning Commission. Community Development has made the interpretation that Section 7 of w .ci.wheatridge.co.us the DPB is intended to act as the overall Master Sign Plan, setting forth locations and standards for signage as a Master Sign Plan would, and allowing for minor variations subject to approval by the Planning Development Director. Therefore, all signage information shall be provided with the SDP. Proposed signage should account for tenants on the lot to the north. For reference, the DPB allows for the following freestanding sign types within Planning Area 4 -South: one project ID sign, one secondary monument sign, one other tenant sign, and one wayfinding sign. See Section 7.4 Freestanding Signs of the DPB. Building signs shall consist of the following types: primary wall mounted tenant sign, secondary wall mounted tenant sign, under canopy sign, and project sign. The total allowance of wall sign area is 1 square foot per linear foot of building frontage. Only the footprint of the structure can be used in calculating the wall sign allowance; the gas station canopy cannot be applied toward the wall sign allowance. The wall sign area currently proposed appears to exceed the wall sign allowance per the DPB. See Section 7.5 Building Signs of the DPB. Staff is finding it difficult to understand the overall connectivity of PA 4 and questions whether the gas station can function with surrounding high-volume uses due to connectivity and circulation challenges present here. No further review will be conducted until the following access and connectivity concerns are addressed: a. Connectivity with the northern parcel — Please provide an integrated plan showing the entire extent of PA 4 — South to include a conceptual layout of both parcels, the overall circulation network, and how the sites can work together to function as a whole. While this submittal has some reduction in the paved surfaces, it still appears to be a potential 'Tree for all" without clearly delineated access to the northern parcel. b. Trip generation — The integrated plan should be backed by a traffic analysis based on the appropriate use assumptions. Provide a trip generation and traffic letter that confirms that the fueling center and potential uses for the northern parcel are consistent with the overall traffic analysis for the site. Staff has concerns about the potential traffic volumes and the ability to make left -turning movements from Clear Creek Drive at an unsignalized intersection. c. Public access along Youngfield Service Road — see Item 46 below d. Frontage road access — Provide acknowledgement from CDOT related to the deviation from the previously agreed upon cul-de-sac design southeast of the site for snow plows (see Item 35). Further, since fuel truck circulation appears to rely heavily on this access, and southbound public access may rely heavily on this road, provide confirmation from CDOT on the longevity of this frontage road. e. Sight distance at the main access — see Item 42 below Addressing these overarching issues is imperative. If a meeting is necessary to discuss, we can coordinate that as well. A second submittal that fails to address these items will not be reviewed. Specific Development Plan (SDP) All Sheets 8. Please revise the title, to read: "Kum & Go at Clear Creek Crossing". Add title at top center to all sheets following cover, and revise the title in the sidebar to match. 9. Add platting information for adjacent sites. All references to Clear Creek Crossing Subdivision Filing No. 2, should be designated as "Clear Creek Crossing Subdivision Filing No. 3", since this is in process of being replatted. 10. Dimension all property boundaries to match plat. 11. Show all existing and proposed easements throughout the SDP, to match the plat and Filing No. 3. Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing 12. Confirm and show that at least one trash and one recycling receptacle will be located at each main building entry, common courtyard, or seating area. 13. Show street side curb and gutter along Clear Creek Drive. According to the DPB, the Longs Peak Metro District (LPMD) will be responsible for streetscape improvements. Please provide details related to which street improvements you intend to construct, and which ones LPMD will be responsible for. 14. The location of the 30' utility easement shown at the northeast corner of the site seems misplaced. Per plat, it starts at the northern half of the hook ramp. Please confirm location and revise for accuracy. 15. Provide screening for all ground utility equipment and transformers. Sheet 1 (Cover Sheet) 16. Provide plat and revise legal description to match new plat. 17. Please note that the SDP is showing this site as Lot 1, Block 4, Clear Creek Crossing Subdivision Filing No. 1, while it is actually designated as Lot 1, Block 3, Clear Creek Crossing Subdivision Filing No. 3. Lot area does not match the plat of record. Per Subdivision Filing No. 3, the lot is 133,724 sq. ft. or 3.0699 acres. Site data and the legal description should be updated to match the new plat, "Kum and Go at Clear Creek Crossing". 18. Revise owner to match the deed of record, and add name and title of designated signatory of owner under the owner's certificate. 19. Revise Planning Commission Certification to remove "recommended for approval..." to "approved". The Planning Commission is the ultimate approval body for SDP's. 20. Add project des cription/character statement to reference PMUD zoning and designated Vineyard District. 21. Add case history as follows: WZ-19-02 MS -06-10 WZ-19-01 MS -06-09 MS -19-02 WS -06-01 WS -19-04 WZ-06-03 WS -17-07 SUP -06-05 WZ-16-07 SUP -05-04 WS -11-01 WZ-05-02 WZ-11-02 WZ-05-01 WZ-11-01 SUP -05-01 ANX-11-01 ANX-05-01 SUP -10-01 22. The individual property boundaries listed in the site data table do not add up to the overall lot size. Please revise for accuracy. 23. Under the landscaping calculations, add required/proposed turf coverage. Turf may not exceed 30% of the required landscaping provided per the DPB. 24. Add required parking to site date table (24 spaces). 25. Add required accessible parking to site data table (1 space). Sheet 2 (Site Plan) Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing 26. Staff continues to encourage you to re-evaluate site design, to orient the building along Clear Creek Drive and the gas canopy along I-70. Per the DPB, the siting of buildings within the Vineyard District should prioritize fronting to public or private streets with parking located behind to help establish place making. 27. Please improve internal pedestrian circulation by incorporating additional safe paths of travel interior to the site. Flipping the building orientation as noted in Item 26 above would address this issue. It is appreciated that pedestrian pathways are provided from the perimeter to the building; however, the site is heavily focused on vehicles rather than the pedestrian environment. The pedestrian environment is consistently emphasized as a vital aspect of the Clear Creek Crossing project in the DPB. 28. Please line up pavement markings/arrows along the northern cross access. Will this entire drive be constructed with your project? The portion located off site will need to be addressed in the Subdivision Improvement Agreement (SIA) to define cost-sharing, accountability, and triggers for the improvements. 29. Add label with lot, block, and site area (in square feet). 30. Show CDOT A-line. 31. The 15.5' utility easement shown on the west side of the site does not appear on the plat of record. Is this a proposed easement or has it been previously dedicated by separate document? Please clearly label all easement as existing versus proposed, and provide dedication for proposed easement by plat with your resubmittal. 32. Please work with CDOT to explore any opportunity to improve the area in the CDOT ROW, just east of your site. Also see Item 56. 33. Label loading/service areas. 34. There appears to be only 1 bike rack shown on the site plan, which would account for 2 bike parking spaces. Four (4) bike parking spaces are required per the DPB. Staff recommends adding a bike rack near the proposed bike repair station along Clear Creek Drive. Bike racks should be "inverted -U" type per the DPB. 35. Coordinate with CDOT to make sure they are acceptable to the reconfigured snow plow access easement which deviates from the cul-de-sac design that was anticipated. 36. The plat of record shows a 24' access easement where the 36' cross access easement is proposed along the south side of the site. Please confirm whether the 24' access easement will be vacated and show on plat and site plan. 37. Provide detail of ampersand sculpture and denote as public art in legend. 38. Label and dimension gas canopy, go -fresh market, and convenience store and include floor area. 39. The aluminum panel appears to obstruct the pedestrian route of travel, leaving only 3.5' of pedestrian clearance. Please rethink the design to prevent pedestrian obstruction. 40. Provide bench detail. All site furnishings should match the agrarian theme as set forth in Section 5.5 Site Furnishings of the DPB. Coordinate with the master developer and/or metro district to potentially match site furnishings throughout the entire Clear Creek Crossing project for ease of maintenance. 41. Provide a retaining wall detail to show existing and proposed conditions showing height and material changes, and the proposed retaining wall extensions. Staff is concerned with the proposed grade change and alterations to a retaining wall that was just recently constructed. Please provide justification and explain how this change affects the previously approved overlot grading plan. 42. Sight distance is of significant concern at the southwest corner of the site, on the south side of the site entrance, due to special circumstances related to grade which exist at this location that may Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing obstruct views of oncoming vehiculartraffiq b icy clists, andpedestrians. Per Sec. 26-603B.4of the Municipal Code, the director of public works (or his/her designee) is authorized to permit modifications to the sight triangle requirements for special circumstances in accordance with the standards set forth in the most current edition of the policy on geometric design of highways and streets, published by the American Association of State Highway and Transportation Officials (AASHTO). As a starting place, please provide a sight distance analysis per AASHTO and based on existing grades, design, and speeds so Public Works can further evaluate The entrance may need to be moved north to the greatest extent possible and a specialized crossing/crosswalk treatment is needed to adequately alert driver s to the potential presence of bicyclists and pedestrians. 43. Provide a monument sign detail, to include overall sign area, height, and material information. 44. Add missing parenthesis to Key Note 9 description in legend as identified on redlines. 45. Add wayfmding signage or other physical design features to more clearly direct and channelize cross -access users to the adjacent site to the north. Provide an integrated plan showing the overall circulation network of the 2 sites and how they will function together as a whole. See Item 7. 46. The site design relies heavily on access that connects to Youngfheld Service Road (CDOT RO- W) off-site to the southeast, and it needs to be covered by an access easement in the event that CDOTR-O-W ever goes away. Please coordinate with CDOT and include access easement dedication on the plat with your resubmittal. The access easement should extend south to the Youngfheld Service Road right-of-way, south of La Quinta Inn. See Illustration below (existing right-of-way is outlined in red). Sheet 3 (Grading Plan) 47. Show all parking spaces. 48. Clearly show and label the retaining wall, and address grades at this location to ensure an appropriate transition. Also see Item 41. Sheet (Utility Plan) Care No. W -19-02/ Kers & Co at Clear Creek Crossing 49. The storm sewer pipe should be covered by a drainage and utility easement of 10' minimum width. Detail the maintenance structure of interior infrastructure. Will there be an established Property Owners' Association (POA), or will this be the responsibility of the metro district to maintain? Sheet 5 (Landscape Plan) 50. Per the DPB, deciduous trees in key public gathering areas shall be upsized to 2.5" caliper. Please revise plant schedule accordingly. 51. Street trees appear to be proposed within the Clear Creek Drive streetscape, which are not consistent with the civil documents we have for Phase 1. According to the DPB, LPMD will be responsible for streetscape improvements. Please provide details related to which street improvements you intend to construct, and which ones LPMD will be responsible for. Show streetscape improvements consistent with civil documents for Phase 1, greyed out and labeled as "by others refer to Phase 1 CD's". 52. There appears to be a missing label for the southernmost tree along Clear Creek Drive. Please label. 53. Revise labels for the sight triangles as follows: "Site Sight Triangle", and address sight distance concerns per Item 42. 54. Staff encourages additional landscaping to be incorporated along the south access drive to assist with buffering from the adjacent property. 55. Add more native plantings along the eastern edge of the site. 56. Please work with CDOT to incorporate landscaping treatment on the property just east of the subject site. 57. There are multiple plant species selected that do not match the DPB plant list as indicated on redlines. Please match plant schedule to Appendix C Plant List of the DPB. 58. Per the City standard, bark mulch is used for tree rings. The standard note from Parks, Forestry, and Open Space is: "Rock mulch may be used where the perennials and shrubs are planted but a swath of wood mulch should be used beneath the trees that would extend 6 inches beyond the dripline of the trees being planted. Depending on the size/species of the trees, this width could vary but an average uniform width of 6' should be proposed." 59. Within the Vineyard commercial zone district, landscaping shall not be less than 20% of the gross lot size, of which no more than 30% of the total landscape coverage can be manicured turf. Please revise the landscape requirement chart for accuracy. Where did the 45% minimum low water demand turf requirement come from? It appears that what is being considered as low water demand turf is considered manicured turf per the DPB. 60. Create a more inviting pedestrian environment at the patio seating area located south of the building. Staff encourages the incorporation of creative lighting and shading elements to achieve a high quality pedestrian environment for the users, in line with DPB recommendations. Sheet 6 (Building Elevations) 61. Provide a materials exhibit with your resubmittal. 62. Elevations need to be to scale. 63. Provide transparency calculations and incorporate additional transparency along the east and north elevations. The fagade facing the primary street shall be at least 60% transparent. All other facades facing a street or public space shall be at least 30% transparent. A separate exhibit detailing how transparency and fenestration requirements are being met may be helpful. At minimum, include a table identifying required and proposed transparency per facade. Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing 64. Identify the location of rooftop mechanical equipment and show how it will be screened. 65. Please confirm that the change in height from the board and batten to the cedar panels is at least 2'. Roof forms longer than 100' shall be broken with a vertical change of not less than 2' in height. If found that the building does not exceed 100', at a minimum there must be at least of (1) foot in height difference from the adjacent parapet. 66. Confirm that changes in wall depth are greater than 1'. Per the DPB, buildings that are setback 20 feet or more from the street must include changes in plane depth greater than 1' to achieve fagade articulation. Confirm that the changes in depth along the east side meet the requirement for a minimum of one foot of plane depth for every 50 linear feet of the length of the fagade. 67. Create more defined entries. The primary entrance of each building shall be emphasized through at least two of the following: changes in wall plane or building mass, higher level of detail, and/or enhanced lighting. For buildings with multiple exterior entrances to multiple units, each entrance shall be defined with recessed entrance, projecting entrance, change in height, and change in material. 68. Consider incorporating more varied roof forms, especially at entries, to enhance the agrarian feel. 69. The aluminum panel appears to create a potential pedestrian obstruction. See Item 39. 70. The east side elevation needs more variation. Incorporating additional transparency may achieve this, but staff recommends also providing more variation in color between the board and batten and stone. 71. Revise wall signage to be within the total allowance as set forth in the DPB. The amount of wall signs proposed exceeds the total allowance. See Item 6. Sheet 7 (Canopv Elevations) 72. Wrap columns with stone veneer all the way up. Panel siding does not achieve the perception of high quality materials, nor does it relate to the agrarian architectural theme. 73. The aluminum soffit and fascia material used on the canopy is not used anywhere on the building and is not cohesive with the rest of the site architecture, nor does it appear to be an approved option for metal materials per the DPB. Please revise to an approved metal panel type and incorporate similar metal materials into the building architecture, else change the material, to unite building and canopy architecture. Per the DPB and Vision Book, natural copper, rust colored, bronze or zinc finishes having self -healing patinas are preferred over painted finishes; and metal panel options include standing seam, ribbed/corrugated, or flat panel. 74. Show canopy lighting on the elevation. All canopy lights shall be recessed so that no lens or light source drops below the ceiling surface of the canopy. 75. Elevations need to be to scale. 76. Revise wall signage to be within the total allowance as set forth in the DPB. The amount of wall signs proposed exceeds the total allowance. See Item 6. Sheet 8 (Trash Enclosure Details) 77. Elevations need to be to scale. Sheet 9 (Photometric Plan) 78. Per the DPB, lighting levels are required to be a minimum of 2' candles at walkways and 5' candles at entries. See Section 6.4 General Light Standards and Intensity of the DPB. 79. Provide lighting cut sheets as part of the photometric plan, to include height dimensions as applicable. Confirm use of full cut-off fixtures. 80. Consider landscape lighting as suggested by the DPB. Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing 81. Re-evaluate lighting fixture types as they do not seem to fit in with the agrarian architecture throughout Clear Creek Crossing. See Section 6.1 Street and Parking Area Lighting, 6.2 Pedestrian Lighting, and 6.3 Accent Lighting of the DPB. Coordinate with the master developer and/or metro district to potentially match site furnishings throughout the entire Clear Creek Crossing project for ease of maintenance. 82. Confirm all canopy lighting is recessed. 83. Confirm all lighting is LED. 84. Reduce light spill on adjacent properties in the areas indicated on redlines. Lighting should not be placed to cause glare or excessive light spillage on neighboring sites. 85. Show proposed street lighting along Clear Creek Drive. According to the DPB, LPMD will be responsible for streetscape improvements. Please provide details related to which street improvements you intend to construct, and which ones LPMD will be responsible for. 86. Consider adding patio string lights above the patio seating area. See Item 60. 87. Confirm that the floodlight Type C will be fully shielded. Sheet 10 (Site Details) 88. Add bench detail. See Item 40. 89. Provide details for the bike repair station. 90. Provide detail for ampersand structure (public art). See Item 37. 91. Use "inverted -u" bike rack type in lieu of bollard bike rack, as required by the DPB. 92. Provide monument sign detail, to include overall sign area, height, and material information. Sheet 11 (Site Details - 2) 93. The DPB does not address flag poles as a type of permitted sign type. This would be considered a variation in design and location per the DPB, and is subject to approval by the Community Development Director. See Item 6. The flag will count towards overall allotted sign area, unless it is intended to be displayed in limited increments of time; then it shall comply with temporary sign regulations per Sec. 26-711 of the Municipal Code. Other Items to Consider 94. Subdivision Improvement Agreement (SIA): As part of the plat approval, an SIA is required to memorialize your obligation to construct public improvements, including on-site improvements such as the alleyway and sidewalks. The phasing or installation schedule will be memorialized in the agreement, and you will need to provide itemized cost estimates and financial guarantee for any on- and off-site improvements. Staff will provide a template SIA under separate cover as we get a little further along in the review. 95.1iming of Civil Submittals: Civil plans should be provided as part of the next submittal. They should reflect any comments provided herein in order to reduce the amount of comments. All documents should be submitted via email at the same time. No hard copies will be required. Referral comments The application was also sent on referral to other City departments and outside agencies. Below and attached are the comments that were received. Wheat Ridge Public Works: See attached comment log and redlines from Jordan Jefferies dated April 30, 2019. Of particular note are comments pertaining the retaining wall, grading, sight distance, and easements. These comments will affect the overall layout of the site. Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing 8 Wheat Ridge Parks and Recreation: No comments received. Wheat Ridge Police Department: No objections. Wheat Ridge Economic DevelopmentlUrban Renewal Authority: The development does not conflict with the I70/Kipling Corridors Urban Renewal Plan. The URA continues to encourage switching the orientation of the fueling canopy and the store for place making and visibility from I-70. Consolidated Mutual Water District (CMWD): See attached letter from Casey Burtis, dated April 26, 2019. Continue coordinating with CMWD to establish domestic water utilities and to resolve issues with grade and the water line along the south side. Applewood Sanitation District: See attached letter from James Landry, dated April 22, 2019. The District is in need of a completed agreement with deposit in order to begin their review. West Metro Fire Protection District: See attached letter from Bruce Kral, dated April 15, 2019. Comments pertaining to needed fire hydrants and the SE entrance will affect the site plan. Longs Peak Metro District: No comments received. Denver Water: Comments are forthcoming and will be provided under separate cover. Jefferson County Planning Department: A referral was sent out to planning, cartography, civil engineering, open space, addressing, transportation and engineering, and road and bridge. Comments are forthcoming and will be provided under separate cover. Xcel Energy: See attached letter from Donna George, dated April 25, 2019. Please complete the application process for any new natural gas or electric service as directed. Comcast: No comments received. Century Link: No comments received. Colorado Department of Transportation: See attached e-mail from Marilyn Cross, dated April 11, 2019. Comments pertaining to I-70 right-of-way need to be addressed prior to resubmittal. Please coordinate with CDOT on potential right-of-way landscaping and the snow plow easement as well. Prospect Recreation and Parks District: No comments received. Regional Transportation District: No objections. Clear Creek Crossing Architectural Control Committee (ACC): Comments are forthcoming and will be provided under separate cover. Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing This concludes the summary of comments. Please re -submit the site plan and plat as .pdf files. The plat should also be provided as a .dwg file. For questions or clarification on any comments, feel free to directly contact me or Jordan Jefferies. Sincerely, -/�). Stephanie Stevens Senior Planner cc: WZ-19-02 Case No. WZ-19-02 /Kum & Go at Clear Creek Crossing 10 WHERE MEANS MORE! D VICINITY MAP 1" = 500' LEGAL DESCRIPTION: PROJECT TEAM: N 0 E S KUM & GO - #2310 GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST Y40F SECTION 19, THE SOUTHWEST Y4 OF SECTION 20, THE NORTHWEST Y40F SECTION 29, AND THE NORTHEAST Y40F SECTION 301TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN OWNER/DEVELOPER/APPLICANT: LOT 1, BLOCK 4; KUM & GO L.C. CLEAR CREEK CROSSING SUBDIVISION FILING NO. 1, 1459 GRAND AVENUE COUNTY OF JEFFERSON, STATE OF COLORADO DES MOINES, IOWA 50309 CONTACT: ROBERT FIEBIG PH: 515.457.6389 TOTAL AREA OF ALL PARCELS = 127,825 S.F. (2.934 ARCES) MORE OR LESS E: ROBERT.FlEBIG@KUMANDGO.COM ENGINEER: BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CITY OF WHEAT RIDGE BEARINGS OF N0100114611W ALONG THE EASTERLY LINE OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEING MOUNUMENTED BY A 3-1/4" BRASS DISK PLS #13212 IN RANGE BOX AT THE EAST QUARTER CORNER OF SECTION 30 AND A 3-1/4" BRASS CAP PLS #13212 AT A 200' WITNESS CORNER SOUTH OF THE NORTHEAST CORNER OF SECTION 30. FLOOD ZONE: FLOOD ZONES: ACCORDING TO THE F.E.M.A. F.I.R.M., COMMUNITY PANEL NUMBER 08059CO194F, DATED FEBRUARY 05, 2014; OTHER AREA. ZONE "X": THE PARCEL LIES IN AN 'OTHER AREA, ZONE "X"', AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. WOOLPERT, INC 116 INVERNESS DR. EAST, SUITE 107 ENGLEWOOD, CO 80112 CONTACT: THOMAS PANNELL PH: 720.279.3784 E: THOMAS. PAN NELL@WOOLPERT.COM ARCHITECT: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA, SUITE 300 MERRIAM, KS 66204 CONTACT: BRITTANY WINNIKE PH: 913-236-3319 E: BRITTANY.WINNIKE@BRRARCH.COM LANDSCAPE ARCHITECT: WOOLPERT, INC 116 INVERNESS DR. EAST, SUITE 107 ENGLEWOOD, CO 80112 CONTACT: JOHN MARTIN PH: 513.527.2634 E: JOHN. MARTIN@WOOLPERT.COM SURVEYOR: MARTIN/MARTIN, CONSULTING ENGINEERS 12499 WEST COLFAX AVENUE LAKEWOOD, CO 80215 CONTACT: RICHARD A. NOBBE PH:303.431.6100 E: SURVEY@MARTINMARTIN.COM OWNER'S CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENTS) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS KG STORE 2310, L.L.C. BY: DATE: PRINTED NAME: TITLE: CITY OF WHEAT RIDGE ) STATE OF COLORADO ) SS COUNTY OF JEFFERSON ) THE FORGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2019, BY WITNESS MY HAND AND OFFICIAL SEAL MY COMMISION EXPIRES: NOTARY PUBLIC CLERK AND RECORDER'S CERTIFICATION STATE OF COLORADO ) SS COUNTY OF JEFFERSON ) I HEREBY, CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT O'CLOCK .M, ON THE DAY OF . �►.D., IN BOOK PAGE RECEPTION NO. JEFFERSON COUNTY CLERK AND RECORDER BY DEPUTY PLANNING COMMISSION CERTIFICATION [RECOMMENDED FOR APPROVAL / APPROVED ] THIS DAY OF . BY THE WHEAT RIDGE PLANNING COMMISION. CHAIR PERSON DATE CITY CERTIFICATION APPROVED THIS DAY OF , BY THE [CITY OF WHEAT RIDGE / WHEAT RIDGE CITY COUNCIL]. ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR SURVEYOR'S CERTIFICATION I, , DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF THE KUM & GO - #2310 GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. SIGNATURE (SURVEYOR'S SEAL) DATE SHEET INDEX PROPOSED LAND USE 04/05/19 COVER SHEET 1 04/05/19 SITE PLAN 2 04/05/19 GRADING PLAN 3 04/05/19 UTILITY PLAN 4 04/05/19 LANDSCAPE PLAN 5 04/05/19 BUILDING ELEVATIONS 6 04/05/19 CANOPY ELEVATIONS 7 04/05/19 TRASH ENCLOSURE DETAILS 8 04/05/19 PHOTOMETRIC PLAN 9 04/05/19 SITE DETAILS 10 04/05/19 SITE DETAILS — 2 11 EXISTING ZONING PMUD PROPOSED LAND USE AUTOMOBILE GASOLINE FILLING STATION GENERAL ZONE LOT INFORMATION SQ. FT. ACRES LOT AREA (LOT 1, BLOCK 4) 127,825 2.934 KUM&GO PROPERTY BOUNDARY 699608 1.60 NORTHERN ADJACENT PROPERTY BOUNDARY 669491 1.53 GROSS FLOOR AREA (GFA) PRIMARY -3,475 SF ACCESSORY -2,125 SF CANOPIES -6,027 SF FLOOR AREA RATIO 0.167 HEIGHT OF STRUCTURES (FEET/STORIES) 22.6' / 1 STORY W SQ. FT PERCENTAGE GROUND COVERAGE BY ALL PRIMARY AND ACCESSORY STRUCTURES 119627 16.70 GROUND COVERAGE BY ALL PARKING AND PRIVATE DRIVES 399841 57.20 GROUND COVERAGE BY ALL WALKS 3,807 5.40 GROUND COVERAGE BY ALL LANDSCAPING 149333 20.70 M SQ. FT PERCENTAGE REQUIRED OPEN SPACE 139922 20.0 PROVIDED OPEN SPACE 149333 20.70 PARKING REQUIRED (MIN/MAX) PROVIDED STANDARD SPACES — PRIMARY USE N/A 24 COMPACT SPACES N/A 0 ACCESIBLE N/A 2 TOTAL PARKING SPACES N/A 26 BICYCLE SPACES 4 4 LOADING SPACES 1 1 � N W CD p co Q 0 0 CDU La CDc mo N Q1 r CD c 3 RID > T -N W i= cm M X CO W M LL 6400 Westown Parkway West Des Moines, Iowa 50266 P: 515-226-0128 0 U Wo ti 06 Lu Lu W Q W w Q M W O U � M O U) M N Z Lu KG PROJECT TEAM: RDM: JOSH HOUSE SDM: ROB FIEBIG CPM: BRETT STUPP z 0 U U) U) Z Lu 0 O z 0 (n U) > > LuLu w NOTE TO CONTRACTOR: CONTRACTOR TO REFER TO KUM&GO'S STANDARD TECHNICAL SPECIFICATIONS a DATE: 04/05/19 SHEET NUMBER: 1 OF 11 KUM & GO #2310 III EAS II II tll UTI Iry EASE ENT 10 p 1 AlIlI 93' UTILA EAS MENT 1 R.LW. ) `-R=20.00' c = dC,) O on1 28 L - - - - - - - - - - - - - - - - - --� - - - - - - -> - -am-- - - - - - - - - - - - - - - - - - - - - - - - - M� o N 33 � 26 ow an I 3o oaw an aw 111111111110 �0 an w m V 13 30FM4 \ JEEP 10, \ UTI LITV EASEMENT \ EC# 2006,48911 R=49.00' R=13.00'pp 411 ^ ^ 0. 2 33 / / 5 10 01'P) I R=20.00' 1 35' 27 CROSS AC EASEME 2g 17 23P R=3.00' 3 R=3.00' ------------ ------------------ Mow _---------- I IT Ta -d - -° 45 4 fi— o L"l rTl 45 —_off ------------ — — — — ----_—�� SITE LEGEND INDICATES CONCRETE PAVEMENT INDICATES CONCRETE SIDEWALK 4® INDICATES PERMEABLE PAVERS 4 C}E] b LIGHT POLES =0-- EXISTING CURB AND GUTTER CURB AND GUTTER 10 INDICATES ROW PARKING COUNT 29 INDICATES PARKING TOTAL PAC — - - —PROPERTY BOUNDARY \ \ \ SITE KEY NOTES \\ NO. DESCRIPTION O BUILDING ENTRY Ld O BUILDING CANOPY OVERHANG O PROPOSED LIGHT POLE \ BEGIN/END RD ® 0 SAWCUT EXISTING CURBTO \ PROVIDE CLEAN CONSTRUCTION JOINT. 1 O 6' INTEGRAL CURB R=2<�.Do' O END OF CURB Ll O UNITS OF PROPOSED PAVEMENT ¢ O DIAMETER RDS DETAIL E (EESHEET 10) H 28 CONCRIKE (SEE DETAIL D - SHEET 10 ETE. 10 BOLLARD MOUNTED ADA VAN PARKING SIGN (SEE DUAL BSHEET ) M 8 (SEE DEAL B - SHEET 10) 12 CONCRETE SIDEWALK 13 ACCESSIBLE CURB RAMP ST 14 ACCESSIBLE SBEC2% ACCESSAISLESRS ALLRKING MAX. SLOPE IN ALL DIRECTIONS. -� 15 STAMPED CONCRETE PAVEMENT (SEE DETAIL F - SHEET 11) 16 FLAG POLE, 12' RADIUS (SEE DETAIL E - SHEET 11) I 0 18 KUM&GO MONUMENT SIGN 19 UNGERGROUND STORAGE TANKS 0 20 TANK OVERDIG UNITS 21 1000 GALLON SANITARY GREASE INTERCEPTOR QTRASH ENCLOSURE (SEE ARCHITECTURAL PUNS FOR DETAILS) I 23 AIR MACHINE ON 4'X4' PAD 8 (SEE DETAIL A - SHEET 10) 24 RETAINING WALL EXTENSION -R=25.00' 25 24" WIDE STOP BAR, TRAFFIC WHITE PAINT S Q4" YELLOW PARKING STRIPING, 2' OFF CENTERED AT 45' O 0=3° 2g 12'X60' LOADING ZONE, 4" YELLOW PAVEMENT CROSS HATCH, 2' OFF CENTERED STRIPING 30 FIRE HYDRANT 87.00' 31 AMPERSAND SCULPTURE II STI SITE BENCH 33 4" WIDE WHITE PAVEMENT MARKING, TR. III I 38.1 35 ROLL OVER CURB 36 PROPANE CAGE MISCELLANEOUS MERCHANDISE 36 FIREWOOD 21 39 RED BOXES) 40 ICE MERCHANDISER 41 2' PAN 42 BIKE REPAIR STATION 43 PATIO AREA (SEE DETAIL D - SHEET 11) 44 PROPOSED STOP SIGN (SEE DETAIL C - SHEET 10) 1 46 RETAINING WALL HEIGHTENING r O 5 III ` CROSS ACCESS 36 EASEMENT 1 III I. __-- I � 15 I�—• i I 3e ° • I L�1g 12 I 3 Or. 19 8 • 1sM E -BS 6 15 Ed 1p Ill°v o % � • -��1' ��1 ro �® MP-RD-9D1N4 I I tsK u P60D sa PT. 6 PRE: StO.m � ry 1 III TIL a • �) 1 VI`` 4X gESEL I�° e.4' W PAC °• 42 23 III - -_-eN 33 712' •. g° 6 Of 43 , 12 ' (JJ 36. 35' 1 2 5 J 5 jR=33.00' U 115. 13 3 .� 44 1 35�aw �.. �. , `-R=20.00' c = dC,) O on1 28 L - - - - - - - - - - - - - - - - - --� - - - - - - -> - -am-- - - - - - - - - - - - - - - - - - - - - - - - - M� o N 33 � 26 ow an I 3o oaw an aw 111111111110 �0 an w m V 13 30FM4 \ JEEP 10, \ UTI LITV EASEMENT \ EC# 2006,48911 R=49.00' R=13.00'pp 411 ^ ^ 0. 2 33 / / 5 10 01'P) I R=20.00' 1 35' 27 CROSS AC EASEME 2g 17 23P R=3.00' 3 R=3.00' ------------ ------------------ Mow _---------- I IT Ta -d - -° 45 4 fi— o L"l rTl 45 —_off ------------ — — — — ----_—�� SITE LEGEND INDICATES CONCRETE PAVEMENT INDICATES CONCRETE SIDEWALK 4® INDICATES PERMEABLE PAVERS 4 C}E] b LIGHT POLES =0-- EXISTING CURB AND GUTTER CURB AND GUTTER 10 INDICATES ROW PARKING COUNT 29 INDICATES PARKING TOTAL PAC — - - —PROPERTY BOUNDARY \ \ \ SITE KEY NOTES \\ NO. DESCRIPTION O BUILDING ENTRY Ld O BUILDING CANOPY OVERHANG O PROPOSED LIGHT POLE \ BEGIN/END RD ® 0 SAWCUT EXISTING CURBTO \ PROVIDE CLEAN CONSTRUCTION JOINT. 1 O 6' INTEGRAL CURB 1 O END OF CURB Ll O UNITS OF PROPOSED PAVEMENT ¢ O DIAMETER RDS DETAIL E (EESHEET 10) H BOLLAO RACK ON 5.OX6.5X4 HICK CONCRIKE (SEE DETAIL D - SHEET 10 ETE. 10 BOLLARD MOUNTED ADA VAN PARKING SIGN (SEE DUAL BSHEET ) M 11 BOLIARD MOUNTED AOA PARKING SIGN (SEE DEAL B - SHEET 10) 12 CONCRETE SIDEWALK 13 ACCESSIBLE CURB RAMP ST 14 ACCESSIBLE SBEC2% ACCESSAISLESRS ALLRKING MAX. SLOPE IN ALL DIRECTIONS. -� 15 STAMPED CONCRETE PAVEMENT (SEE DETAIL F - SHEET 11) 16 FLAG POLE, 12' RADIUS (SEE DETAIL E - SHEET 11) I 1] TRANSFORMER 18 KUM&GO MONUMENT SIGN 19 UNGERGROUND STORAGE TANKS 20 TANK OVERDIG UNITS 21 1000 GALLON SANITARY GREASE INTERCEPTOR QTRASH ENCLOSURE (SEE ARCHITECTURAL PUNS FOR DETAILS) I 23 AIR MACHINE ON 4'X4' PAD (SEE DETAIL A - SHEET 10) 24 RETAINING WALL EXTENSION -R=25.00' 25 24" WIDE STOP BAR, TRAFFIC WHITE PAINT 26 4" WIDE YELLOW PAVEMENT MARKING, TYR. Q4" YELLOW PARKING STRIPING, 2' OFF CENTERED AT 45' 28 DIRECTIONAL ARROW, TRAFFIC WHITE PAIN 2g 12'X60' LOADING ZONE, 4" YELLOW PAVEMENT CROSS HATCH, 2' OFF CENTERED STRIPING 30 FIRE HYDRANT 31 AMPERSAND SCULPTURE II STI SITE BENCH 33 4" WIDE WHITE PAVEMENT MARKING, TR. III I 34 PEDESTRIAN CROSS WALK 35 ROLL OVER CURB 36 PROPANE CAGE MISCELLANEOUS MERCHANDISE 36 FIREWOOD 39 RED BOXES) 40 ICE MERCHANDISER 41 2' PAN 42 BIKE REPAIR STATION 43 PATIO AREA (SEE DETAIL D - SHEET 11) 44 PROPOSED STOP SIGN (SEE DETAIL C - SHEET 10) 46 RETAINING WALL HEIGHTENING COLO IO Westown Parkway st Des Moines, Iowa 50266 P: 515226-0128 0 Ld 0 0 � �W Z Z Q Lu Ll LLI ¢ H �Z � M M KGPI✓J.IELTTHM: RDM:JOSHHOUSE SOM: RDB FIMYG GPM:M¢T Mw 0 0 a Q MME 04M19 BHEETNUMBBL 2OF11 \ 3 e9 1 . 1 1.0 CONNECT TO EXISTING STUB 1.1 MANHOLE 1.2 CURB INLET 1.3 CLEANOUT EXISTING BOUNDARY CLEANOUT o 0 — — — — PROPOSED BOUNDARY 1.7 CURB INLET u = a CLEANOUT 1.9 CLEANOUT 1.10 i ----803— ---- EXISTING 1' CONTOUR ----810----- EXISTING 5' CONTOUR 3 n n —803— PROPOSED 1' CONTOUR u X10— PROPOSED 5' CONTOUR F PROPOSED STORM SEWER C PROPOSED CURB INLET W 1 a PROPOSED MANHOLE % 1 Q 1 0 - 1.3 I 1 1 . . . . . . . LIMNS OF CONSTRUCTION ------. GRADE BREAK 1.11 \ GRADING/DRAINAGE KEY NOTES NO. DESCRIPTION O CONNECT TO CANOPY DOWNSPOUT O CONNECT TO BUILDING DOWNSPOUT O AOA ACCESSIBLE STALL (NOT TO EXCEED 2.00% GRADE IN ANY DIRECTION) ® MATCH EXISTING GRADE STORM STRUCTURE TABLE GRADING LEGEND N 1.0 CONNECT TO EXISTING STUB 1.1 MANHOLE 1.2 CURB INLET 1.3 CLEANOUT EXISTING BOUNDARY CLEANOUT o 0 — — — — PROPOSED BOUNDARY 1.7 CURB INLET u = a CLEANOUT 1.9 CLEANOUT 1.10 CLEANOUT ----803— ---- EXISTING 1' CONTOUR ----810----- EXISTING 5' CONTOUR 3 n n —803— PROPOSED 1' CONTOUR u X10— PROPOSED 5' CONTOUR F PROPOSED STORM SEWER C PROPOSED CURB INLET W 6 a PROPOSED MANHOLE % Q PROPOSED CLEANOUT 0 - 1.3 PROPOSED STORM STRUCTURE CALLOUT O . . . . . . . LIMNS OF CONSTRUCTION ------. GRADE BREAK GRADING/DRAINAGE KEY NOTES NO. DESCRIPTION O CONNECT TO CANOPY DOWNSPOUT O CONNECT TO BUILDING DOWNSPOUT O AOA ACCESSIBLE STALL (NOT TO EXCEED 2.00% GRADE IN ANY DIRECTION) ® MATCH EXISTING GRADE STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION 1.0 CONNECT TO EXISTING STUB 1.1 MANHOLE 1.2 CURB INLET 1.3 CLEANOUT 1.4 CLEANOUT 1.5 CLEANOUT 1.6 MANHOLE 1.7 CURB INLET 1.8 CLEANOUT 1.9 CLEANOUT 1.10 CLEANOUT 1.11 CLEANOUT �- f COLO�DO 891 1, 1 i0 Westow0 Parkway st Des Moines, Iowa 50266 P: 515226-0128 0 0 LLI ^o 0 L Lu z a Lu ¢ z o ?� z � M 0 C=) M 4t KGPMELTTHM: FDM:JOMIHOLGE 9aM:R FIMYG GM:Ii Tmw 0 0 a 1 1 ' 3OF11 19'12' HPI / 3]'-6" PVC 28'6" PVC-_ 6 1 OO 12M E -E5 III O• 12M PREMIUM III I IIII �• 4M RIESFL I II I IL_ I_________ 2" HP I I I TABLE STRUCTURE ID DESCRIPTION � IiI CONNECT TO I sI EXISTING 6" SNB A.1 CLEAN OUT y I II I°I CLEAN OUT °°'R--- 135'8" P II I � � II he'll CONNECTION �jgR- CLEAN OUT A6 BUILDING r CONNECTION � III CLEANOIfT —Mn- -�--Nvs-� � M J I M SII w3IIII F Y � I w 1.10 U � III I I I W f _J U � MP-RO-2017V4 WR--- I -- R I I 19'12' HPI / 3]'-6" PVC 28'6" PVC-_ 6 1 OO 12M E -E5 III O• 12M PREMIUM III I IIII �• 4M RIESFL I II I IL_ I_________ 2" HP I I I TABLE STRUCTURE ID DESCRIPTION V V CONNECT TO AO EXISTING 6" SNB A.1 CLEAN OUT A.2 CLEAN OUT °°'R--- 135'8" P A4 WTR _--wTR_-----91 CONNECTION A.5 CLEAN OUT A6 BUILDING r CONNECTION 1.11 CLEANOIfT Z 56'8" PVC M 12" HP PVC- - - RIA I I TABLE STRUCTURE ID DESCRIPTION V V CONNECT TO AO EXISTING 6" SNB A.1 CLEAN OUT A.2 CLEAN OUT °°'R--- —_ ATR --_---�R-----_�R------NTR_----_OR------�R_-----NRR A4 WTR _--wTR_-----91 CONNECTION A.5 CLEAN OUT A6 BUILDING r CONNECTION 1.11 CLEANOIfT Z 56'8" PVC � M O M F 1.10 f MP-RO-2017V4 1600 SQ FT. FFE: M12.W C m o PROPOSED CURB STOP F � i • PROPOSED CORP STOP v PROPOSED PLUG E v ® PROPOSED )- E LTi ■ PROPOSED WATER VALVE ` ■ PROPOSED TAP AND SLEEVE I°n 9 JJ� dd 32'8" I I TABLE STRUCTURE ID DESCRIPTION -1---1----------`====___________________________-- CONNECT TO AO EXISTING 6" SNB A.1 CLEAN OUT A.2 CLEAN OUT °°'R--- —_ ATR --_---�R-----_�R------NTR_----_OR------�R_-----NRR A4 WTR _--wTR_-----91 CONNECTION A.5 CLEAN OUT A6 BUILDING r CONNECTION 1.11 CLEANOIfT Z ~ � M O M Vlip SITE KEY NOTES F I\ NO. DESCRIPTION \� O1 PROPOSED FIRE HYDRANT PROPOSED 2" DOMESTIC SERVICE V I I QR I I ]' 12" HP -ATR-- ---WP- -- lc� I � yo I I BVI n I I I � I I I I T x I I I I I I I I I I I I I I I i` I I --�-so I 5 I I I I I r ' — -rr = UTILITY LEGEND - � PROPOSED SANITARY SEWER PROPOSED PRIVATE STORM SEWER i UE PROPOSED UNDERGROUND ELECTRIC UT PROPOSED UNDERGROUND TELEPHONE N UEf PROPOSED UNDERGROUND ELECTRIC/TELEPHONE a o � PROPOSED CURB INLET • PROPOSED MANHOLE PROPOSED CLEANOUT PROPOSED SANITARY STRUCTURE CALLOIR 0 3 1.3 PROPOSED STORM STRUCTURE CALL01lT N m A PROPOSED UTIUtt CROSSING CA -LOUT I I I o � I I I I I I I I I so—i -I II�� I I III I I ! II I SANITARY STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION 1.0 CONNECT TO EXISTING STUB 1.1 MANHOLE 1.2 CURB INLET 1.3 CLEANOUT 1.4 CLEANOUT 1.5 CLEANOUT 1.8 MANHOLE 1.7 CURB INLET 1.8 CLEANOUT 1.9 CLEANOUT 1.10 CLEANOUT STRUCTURE TABLE STRUCTURE ID DESCRIPTION CONNECT TO AO EXISTING 6" SNB A.1 CLEAN OUT A.2 CLEAN OUT A3 CLEAN OUT A4 BUILDING CONNECTION A.5 CLEAN OUT A6 BUILDING r CONNECTION 1.11 CLEANOIfT Z ~ � M O M m o PROPOSED CURB STOP � � i • PROPOSED CORP STOP v PROPOSED PLUG E v ® PROPOSED 2" DOMESTIC METER E LTi ■ PROPOSED WATER VALVE ` ■ PROPOSED TAP AND SLEEVE I°n JJ� I I I o � I I I I I I I I I so—i -I II�� I I III I I ! II I SANITARY STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION 1.0 CONNECT TO EXISTING STUB 1.1 MANHOLE 1.2 CURB INLET 1.3 CLEANOUT 1.4 CLEANOUT 1.5 CLEANOUT 1.8 MANHOLE 1.7 CURB INLET 1.8 CLEANOUT 1.9 CLEANOUT 1.10 CLEANOUT STRUCTURE TABLE STRUCTURE ID DESCRIPTION CONNECT TO AO EXISTING 6" SNB A.1 CLEAN OUT A.2 CLEAN OUT A3 CLEAN OUT A4 BUILDING CONNECTION A.5 CLEAN OUT A6 BUILDING r CONNECTION 10 Westown Parkway st Des Moines, Iowa 50266 P: 515226-0128Lu 0 rW O V J � Z W � Z rd Lu I(GPI✓J.IELTTFAN: IiaA:JOSX XOL6E sou: Rae FIFHIG WM: BI¢TTSNW 0 0 p a Q MTB oaW ¢ r 1.11 CLEANOIfT 10 Westown Parkway st Des Moines, Iowa 50266 P: 515226-0128Lu 0 rW O V J � Z W � Z rd Lu I(GPI✓J.IELTTFAN: IiaA:JOSX XOL6E sou: Rae FIFHIG WM: BI¢TTSNW 0 0 p a Q MTB oaW ¢ r Q J_ Z ~ � M O M rinn—g nr`<i'� A Q xa GIE L---- -------------- — dt=j'iiei ----------- ------ ------ R-- -- WTR_ R�WTR� WHO -- - R O N Y V Y V BE 6 03 WNCh an CD an vCD 5 E Ev E EJ>i IN 0 on %9 JJ� P X11 N I\ ein�\ `� II I'II i vv I II \ I I � � Nvv.' l(3)\'PIC I \ I o 6is P IN DUN / (J F n I � J)VP NUE (1 \ 1])41 F \ / \ Ln \ ~I> T Ps LL ITT % UP zG I Ed z I z o ((I�A III II I I I I (1x0 (1 jCs XXX SD or No (nom N T 55 (�5 { I I I 30 -------- — �_._ I )M — — — — — — — —_—_--wrR---- x x x z z 0 ) V — fir =------------- --------- -- \W/4 W 0 EEMIiC MME fOMIC11 MME p0 (11)S0 0 0 0 0 IF1111aE SHADE / ORNAMENTAL / EVERGREEN TREE AG 1 Amelanchier x grantlitlom 'Autumn Brilliance y rinn—g nr`<i'� A Q xa GIE L---- -------------- — dt=j'iiei ----------- ------ ------ R-- -- WTR_ R�WTR� WHO -- - R O N Y V Y V BE 6 03 WNCh an CD an vCD 5 E Ev E EJ>i IN 0 on %9 JJ� P X11 N I\ ein�\ `� II I'II i vv I II \ I I � � Nvv.' l(3)\'PIC I \ I o 6is P IN DUN / (J F n I � J)VP NUE (1 \ 1])41 F \ / \ Ln \ ~I> T Ps LL ITT % UP zG I Ed z I z o ((I�A III II I I I I (1x0 (1 jCs XXX SD or No (nom N T 55 (�5 { I I I 30 -------- — �_._ I )M — — — — — — — —_—_--wrR---- x x x z z 0 ) V — fir =------------- --------- -- \W/4 W 0 EEMIiC MME fOMIC11 MME p0 (11)S0 0 0 0 0 IF1111aE SHADE / ORNAMENTAL / EVERGREEN TREE AG 1 Amelanchier x grantlitlom 'Autumn Brilliance Apple S,riceberry B&B 2" col. 11 4',d Full, well shaped, single—stem CS 1 Carolina sped... Northern Carolina B&B U3�rA Full, well shaped CO 2 Body DocidentalaPrairie Pride Pmre Pride Freeberg CA 2 0l, 1OUL 5'wd Full well shaped CA 1 Grenadiers b'g Russian Hawthorn B&B 2 col, ii 4',d Full, well shopetl single—stem AT 3 Gled t m trocanthos var.a Skyline m Skyline Honeys..[ B&B 2 col. 1OHt 5'wd Full well shaped GD 1 Gymnoclodus depa 'Espresso Fruitless KY Coffeefree B&B 2" col, 1OHL 5'wd Full, well shaped KP 4 12K E-95 Goldenminfino B&B 25" col, 14TI. Ywtl r PF 3 Pinus flexhs Limber Pine B&B pilot. 4'wd. B PG 1 Picea glance handle Block Hill, Spruce B&B pilot. 4'wd. Full to ground, well shaped ON 2 — Urban Ponape Oak B&B MP-FO-20IN4 ° ISM PREM u 22 Budmeia Fuel Amethyst' Amethyst BCRrfy Bush 5 gallon 12 Et n 24",d Full, vigorous fdOa SQ ST. 14 C,Dmpteri. x dantlonensi, 'Longwood Blue' Blue Mist Sales 5 gallon FFE: 5510.53 Full, vigorous JS 29 Junipem, thin.... sorgentii 'Viridi,' Green Sargent Juniper 5 gallon uK Ri Full, vigorous MA 13 Mobome raper, 'Mon Rwe J 5 gallon 12 Et x 24",d Full, vigorous RE — — Potentllla fruiticosa 'Omani More, Tango Porenti lir 5 gallon 12 Et x 24"wd rinn—g nr`<i'� A Q xa GIE L---- -------------- — dt=j'iiei ----------- ------ ------ R-- -- WTR_ R�WTR� WHO -- - R O N Y V Y V BE 6 03 WNCh an CD an vCD 5 E Ev E EJ>i IN 0 on %9 JJ� P X11 N I\ ein�\ `� II I'II i vv I II \ I I � � Nvv.' l(3)\'PIC I \ I o 6is P IN DUN / (J F n I � J)VP NUE (1 \ 1])41 F \ / \ Ln \ ~I> T Ps LL ITT % UP zG I Ed z I z o ((I�A III II I I I I (1x0 (1 jCs XXX SD or No (nom N T 55 (�5 { I I I 30 -------- — �_._ I )M — — — — — — — —_—_--wrR---- x x x z z 0 ) V — fir =------------- --------- -- \W/4 W CRY EEMIiC MME fOMIC11 MME =M lialiB::= IF1111aE SHADE / ORNAMENTAL / EVERGREEN TREE AG 1 Amelanchier x grantlitlom 'Autumn Brilliance Apple S,riceberry B&B 2" col. 11 4',d Full, well shaped, single—stem CS 1 Carolina sped... Northern Carolina B&B 2v col. 10 -hi 5'wd Full, well shaped CO 2 Body DocidentalaPrairie Pride Pmre Pride Freeberg B&B 2 0l, 1OUL 5'wd Full well shaped CA 1 Grenadiers b'g Russian Hawthorn B&B 2 col, ii 4',d Full, well shopetl single—stem AT 3 Gled t m trocanthos var.a Skyline m Skyline Honeys..[ B&B 2 col. 1OHt 5'wd Full well shaped GD 1 Gymnoclodus depa 'Espresso Fruitless KY Coffeefree B&B 2" col, 1OHL 5'wd Full, well shaped KP 4 Koelreurerio paniculoro Goldenminfino B&B 25" col, 14TI. Ywtl Full, well shaped PF 3 Pinus flexhs Limber Pine B&B pilot. 4'wd. Full to ground, well shaped PG 1 Picea glance handle Block Hill, Spruce B&B pilot. 4'wd. Full to ground, well shaped ON 2 Ouerus macrocarpa 'JFS—KW3' Urban Ponape Oak B&B 2" col, 1OHt. 5'wd Full, well shaped SHRUB BB 22 Budmeia Fuel Amethyst' Amethyst BCRrfy Bush 5 gallon 12 Et n 24",d Full, vigorous CA 14 C,Dmpteri. x dantlonensi, 'Longwood Blue' Blue Mist Sales 5 gallon 24"ht , 24'wd Full, vigorous JS 29 Junipem, thin.... sorgentii 'Viridi,' Green Sargent Juniper 5 gallon 12 Et x 24",d Full, vigorous MA 13 Mobome raper, 'Mon Rwe Dork,tor Creeping Oregon Gmpe 5 gallon 12 Et x 24",d Full, vigorous RE 19 Potentllla fruiticosa 'Omani More, Tango Porenti lir 5 gallon 12 Et x 24"wd Full, vigorous RA 10 Rhus aromalice 'Gro—Low' Gro—Low Frog mnr Sumac 5 gallon 24"ht , 24'wd Full, vigorous SD 11 Symphorico reds x tloorenbosii 'White Hedge' White Hedge Snow Ferry 5 gallon 24"ht , 24%rd Full, vigorous ORNAMENTAL GRASS / PERENNIAL / GROUNDCOVER PV 14 Poneum smatum 'Hot Rod' Hot Rod Swdchgrae, 2 gallon Full, vigorous SH 36 Sparobaw, hefermepe Prairie Proposed 2 gallon Full, vigorous SS 19 Sedum ,pectabne Showy Smnecrop 1 gallon VP 22 Veronica pectinate Blue Wooly Speedwell 1 gaudn VM 20 Vmcd minor 'Bdwlee Periwinkle 1 gdlldn 9500 Porteous dol des ButIDlagross Sao " QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITIES OF PLANTS ON LANDSCAPE PLAN. 3 INCHES MULCH ( SEE LAND OR UL NBTES FOR TYPE DG MULCH J t2 IF SHRUB IS B & B, THEN REMOVE BURLAP & ROPE FROM TOP 1/3 OF BALL BACKFILL MIX UNDISTURBED 5U a SOIL SHRUB PLANTING N.T.S. LOU SAUCER SUBSOIL AP & ROPE FROM TOP 1/3 OF THE BALL 3" CREATE 4" SA REMOVE UPPER - 1/3 OF BURLAP SPECIFIED PLANTING MIX. WATER & TAMP TO REMOVE AIR POCKETS NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. IE011ED TREE PLANTING EVERGREEN PLANTING DETAIL min N.T.S. Rock Gmunticov.. N.T.S. / LEGEND LARGE TREE �wYr• MEDIUM TREE SMALL TREED EVERGREEN TREE SHRUB @094000 GRASS/PERENNIAL Ill (9,000 SF)E BUFFA OJ so0 RIVERROCK GRAVEL MULCH (4.460 SF) 1. LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES , PRIOR TO DIGGING, IS RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 2. PRIOR TO INSTALLATION. THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUB GRADE, GENERAL SITE CONDITIONS VERIFY ELEVATIONS, UTILITY LOCATIONS, IRRIGATION, APPROVE TOPSOIL PROVIDED BY GENERAL CONTRACTOR AND OBSERVE THE SITE CONDITIDNS UNDER WHICH THE WORK IS TO BE DONE. NOTIFY GENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITIONS. WORK SHALL NOT PROCEED UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO THE LANDSCAPE CONTRACTOR AND/OR CONSTRUCTION MANAGER. 3. GENERAL AND LANOSCAPE CONTRACTOR ARE RESPONSIBLE FOR PROTECTING EXISTING TREES FROM DAMAGE DURING CONSTRUCTION. GENERAL CONTRACTOR i0 INSTALL TREE PROTECTION FENCING PRIOR TO ANY SITE WORK. 4. ALL SHRUB AND CROUNDCOVER BEDS TO BE MULCHED WITH A MINIMUM OF 3 INCHES OF RNERROCK GRAVEL 1"-2" DIAMETER STONES OVER WEED BARRIER. STAND ALONE TREES IN LAWN AREAS TO BE MULCHED WITH A MINIMUM OF 3 INCHES OF SHREDDED HARDWOOD MULCH IN A 6 FOOT DIAMETER RING. 5. PLANTING HOLES i0 BE DUG A MINIMUM OF TWICE THE WIDTH AND 6-12 INCHES DEEPER THAN THE SIZE OF THE ROOT BALL OF BOTH SHRUB AND TREE. AMEND BACKFILL WITH TOPSOIL MIX. BACKFILL AND TAMP BOTTOM OF HOLE PRIOR TO PLANTING SO TOP OF ROOT BALL DOES NOT SETTLE BELOW SURROUNDING GRADE. 5. TOPSOIL MIX TO BE 4 PARTS SCREENED TOPSOIL AND 1 PART ORGANIC MATERIAL Ad. NATURE'S HELPER OR PRO MIX). FOUR CUBIC YARDS OF ORGANIC MATTER PER 1.000 SF OF AREA. ]. EXISTING GRASS IN PROPOSED PLANTING AREAS TO BE REMOVED AND AREA TO BE HAND RAKED TO REMOVE ALL ROCKS AND DEBRIS LARGER THAN 1 INCH IN DIAMETER PRIOR TO PLANTING SHRUBS. e SOIL TO BE TESTED TO DETERMINE FERTILIZER AND LIME REQUIREMENTS. LIME AND FERTILIZER TO BE DISTRIBUTED PRIOR TO LAYING SOD. ALL DISTURBED AREAS (INCLUDING RIGHT—OF—WAYS) NOT RECEIVING PLANTINGS TO RECEIVE 4 INCHES OF TOPSOIL AND SODDED WITH REVEILLE HYBRID BLUEGRASS. 9, SOD TO BE DELIVERED FRESH (CUT LESS THAN 24 HOURS PRIOR TO ARRIVING ON SIrE), LAID IMMEDIATELY, ROLLED AND WATERED THOROUGHLY WITIIN ONE HOUR OF INSTALLATION. 10. ALL CHANGES TO DESIGN AND/OR PLANT SUBSTITUTIONS TO BE AUTHORIZED BY LANDSCAPE ARCHITECT. 11. ALL PARKING ISLANDS TO BE SERVED UP 6"-10" WITH CLEAN FRIABLE TOPSOIL PRIOR TO PLANTING. 12. ALL LANDSCAPING SHALL BE INSTALLED IN CONFORMANCE WITH ANSI Z D 1 THE AMERICAN STANDARD FOR NURSERY STOCK, AND THE ACCEPTED STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 13. SITE TO BE 10D% IRRIGATED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 14, THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FELL YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL PLANTS SHALL BE ALIVE AND AT A VIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD. THE LANDSCAPE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR ACTS OF GOD OR VANDALISM. 1E ANY PLANT THAT IS DETERMINED DEAD, IN AN UNHEALTHY OR UNSIGHTLY CONDITION, LOST ITS SHAPE DUE TO DEAD BRANCHES OR OTHER SYMPTOMS OF POOR, NON—VIGOROUS GROWTH SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR WITH THE COST OF THE REPLACEMENT INCLUDED IN THE BID OR PROPOSAL PRICE. 16. WATER THOROUGHLY TWICE IN THE FIRST 24 HOURS AND APPLY MULCH IMMEDIATELY. IE�;IFg?d.1»ax•PIIa �F7 IYPE IE011ED PIIOP05FD Commands / Landscaping 20% min / 13.923 s1 min 20.19% / 14.054 s1 Rock Gmunticov.. 35% max / 4.918 at max 34% / 4.805 s1 Shredded Hard wootl MUICr Lt.( Q LU 284 at Bad 30% max / 4.216 at max 0 at Low Water Diamond Turf 45% min / 6.324 at min 63.8% / 8.965 at On—Site Tree, 1882 15 On—Site Shrub, 139 2 150 Street Tree, 0 4 IO Westovm Parkway st Des Moines, Iowa 50266 Is 515226-0128 O Wr^ C=) xii w 4 �v Ll. ELJ Lt.( Q LU D_ LU cp Z Z � M Q I(GPRNELTIRBIM FIDlICWHOUSE sou: RDS Bill GPM: IRSTM P 0 0 Le Q 1 1 ' 5OF11 00 a a Q) 0 n E v U '.1 M 3 -v V) Z O �a w I 0 LO I n N I 00 r C'4 r` / 0 N U v v U U rn (D C �U A) O O r7 cV � I Q CO O U 0-0 rn 0 O� N 0000 04 r` cV N Ui.jCA Z � O 0 M L- � N > j E %>, Zm� -0 -0 C:_ > ._ U I N W _j _j Proposed Building Signage Location Sign Size Area West Elevation "Kum & Go"Sign "Go Fresh Market"Sign 6'x 12' 5'x 9' 72 SF 45 SF South Elevation "Kum & Go" Sign 6'x 12' 72 SF East Elevation "Kum & Go"Sign 6'x 12' 72 SF North Elevation "Kum & Go" Sign 6'x 12' 72 SF Total 333 SF Vertical Board and Batten Siding Oil -Rubbed Prefinished Aluminum 6-0"x 12'-0" 18"x10' Nichiha Fiber Painted Fiber- 5'-0"x 9'-0" Standing Seam by James Hardie, painted to Bronze Powder Panel with Coping Signage Cement Panel - glass Cornice to Signage Metal Roof to match SW "Repose Gray" Coated Storefront Color "Tor Red" Painted Fiberglass Cornice Vintage Wood Cedar match SW "Urbane match Berridge StoneVeneer-"Shadow TYP T.O.S. 4 to match SW"Urbane Bronze". REF "Dark Bronze" 21'-0" Stone - Avalanche by 22'-7-f Bronze" REF Cornice Profile Cornice Profile 19'-0" Arriscraft Com? Fresh _MARKET _ � a sann+�cne: a ssx«y a ague 9'-0„ 7'-2" -- i. -._ OIL 31-3" West Elevation NTS 0 3' 6' 12' 30' n_:_a_-1 r:L_.. _.I___ /I n/I.. , I n" - _.. - _. ... . .. South Elevation NTS Cornice Profile NTS Oil -Rubbed Bronze Powder Coated Storefront, TYP 0 3' 6' 12' 30' Vertical Board and Batten Siding Painted Fiberglass by James Hardie, painted to match Cornice to match SW "Repose Gray" SW "Urbane Bronze" Stone Veneer -"Shadow REF Cornice Profile Stone - Avalanche by Arriscraft Standing Seam Painted Fiberglass Vertical Board and Batten Siding Metal Roof to Cornice to match by James Hardie, painted to match Berridge SW "Urbane Bronze" match SW "Repose Gray" "Dark Bronze" REF Cornice Profile Stone Veneer -"Shadow Stone - Avalanche by Arriscraft Vertical Board and Batten Siding r- Standing Seam by James Hardie, painted to Metal Roof to match SW"Dorian Gray" match Berridge "Dark Bronze" — - — — - T —0 9' 0" b Fiber Cement Panel - Signage - Vintage Wood Cedar Bronze" REF Cornice _ Profile 7'-2" (D0 C) 0 3'-3" -T- ,7 — _-r-- - �� cc '-'I i 7,= s f --jI East Elevation NTS iiiiiiiiiiiiiiii■ � � 0 3' 6' 12' 30' ILIL J Metal Door painted to match SW"Dorian Gray" - 18"x10' Nichiha 6'-0"x 12'-0" Painted Fiberglass Cornice Fiber Cement Panel - Signage to match SW "Urbane Vintage Wood Cedar Bronze" REF Cornice LU Profile 17'-10" (D0 3LUIIC VCIICCI - "Shadow Stone - North Elevation A Avalanche lae he by NTS 0 3' 6' 12' 30' ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com Tel: 913-262-9095 I Fax: 913-262-9044 • 46 6400 Westown Parkway West Des Moines, Iowa 50266 P: 515-226-0128 0 U LU O P. U) (D0 C) 0 LU ~ W J LU Q W = 0 Z Z U) Q M J C:) � m M N KG PROJECT TEAM: RDM: JOSH HOUSE SDM: ROB FIEBIG CPM: BRETT STUPP Z O C) U U) Z Lu D 0 Z O (n Lu Of W n r i <1 I I I I I DATE: 04/05/19 SHEET NUMBER: 6 OF 11 KUM & GO #2310 Proposed Canopy Signage Location Sign Size Area West Elevation "Kum & Go" Sign 3'x 6' 18 SF East Elevation No Signage --- 0 SF North Elevation "Kum & Go" Sign 3'x 6' 18 SF South Elevation "Kum & Go" Sign 3'x 6' 18 SF Total 54 SF 00 Q a� 0 n E v U '.i M 3 V) Z O �a w I 0 LO I n 0 V) I 00 C'4 / 0 V) / U v v U U (D c �U A) 0 O O cV O CA v 0 O� N \ CO 04 r- cV N n _O O m/ 0 0 U L_ � ui > E _ji zm� > ._ U I N W _j _j !'i.. ... .. I/.....--- n.. ... ..I c: J:.. .,. L.., 1..--- 1 7, nn.." n" 9 n1f_.1ni nl:-t-:6.. r:L -- "CA.— M-11 n1....i:.. West Elevation NTS 0 3' 6' 12' 30' ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com Tel: 913-262-9095 I Fax: 913-262-9044 0 • ia Stone Veneer - Panel Siding by James Hardie, 18"x10' Nichiha Fiber "Silver Metallic"Color Black Plastic "Shadow Stone - painted to match SW"Repose Cement Panel -Vintage Aluminum Soffit and Bollard Cover 6400 Westown Parkway 20'-10" Avalanche by Arriscraft Gray" Wood Cedar Fascia TYP West Des Moines, Iowa -- 50266 17'-6" PF P: 515-226-0128 15'-6„ 4" - - - —. White Aluminum Ceiling Panels TYP OL 7'-2" U i L.d O Cn ' Z = O oes 0 W ~ W W East Elevation r= W W NTS 0 3' 6' 12' 30' Q 0 � N 0 � M Z CD3;:CD U M N Black Plastic Stone Veneer - 3'-0"x 6'-0" "Silver Metallic" Color Black Plastic Stone Veneer - 3'-0"x 6'-0" "Silver Metallic" Color Bollard Cover "Shadow Stone - Illuminated Aluminum Soffit and Bollard Cover "Shadow Stone - Illuminated Aluminum Soffit and 20'-10" TYP Avalanche by Arriscraft Can Signage Fascia 20'-10" TYP Avalanche by Arriscraft Can Signage Fascia KG PROJECT TEAM: RDM: JOSH HOUSE 17'- 6„ e - _ - u 17'- 6„ - - --- SDM: ROB FIEBIG -6" -0 CPM: BRETT STUPP White Aluminum Ceiling Panels TYP OIL 71-2"7'-2" i 0 !U Panel Siding by James Hardie, painted to match SW "Repose Gray" North Elevation NTS 0 3' 6' 12' 30' South Elevation NTS White Aluminum Ceiling Panels TYP IBM L Panel Siding by James Hardie, painted to match SW "Repose Gray" 0 3' 6' 12' 30' Z O C) U U) (n Z LU D 0 Z O U) LU Of W n r i <111111 DATE: 04/05/19 SHEET NUMBER: 7 OF 11 KUM & GO #2310 O / O N 0-0 41 rn v v O N \00 00 00 N \ O M r - NN / O O CD >� J v 5,.,- Z /Z m ate+ � v � > ._ U I N W OCn �o J J U Prefinished Stone Veneer- Vertical Board and Trash Enclosure Bollard with Metal Coping "Shadow Stone - Batten Siding by James Gate with Trex Plastic Cover • Berridge Avalanche by Arriscraft Hardie, painted to match (Gravel Path) TYP "Champagne" SW"Dorian Gray" Paneling 6'-0" ARCHITECT OF RECORD: - BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 3'-3" - www.brrarch.com - - - _ — Tel: 913-262-9095 Fax: 913-262-9044 Southwest Elevation NTS 0 3' 6' 12' Prefinished Vertical Board and Batten Siding Stone Veneer - Smooth Face Bollard with Metal Coping by James Hardie, painted to "Shadow Stone - CMU Beyond Plastic Cover Berridge match SW "Dorian Gray" Avalanche by Arriscraft TYP "Champagne" 6'- 0" I i 3'-3" _n 1- F- 6400 _6400 Westown Parkway West Des Moines, Iowa 50266 Northeast Elevation P: 515-226-0128 NTS 0 3' 6' 12' Vertical Board and Stone Veneer - Prefinished Bollard with Bollard with Prefinished Stone Veneer - Vertical Board and O Batten Siding by "Shadow Stone - Metal Coping Plastic Cover Plastic Cover Metal Coping "Shadow Stone - Batten Siding by U U) James Hardie, painted Avalanche by Arriscraft Berridge TYP TYP Berridge Avalanche by Arriscraft James Hardie, painted J to match SW "Dorian "Champagne" "Champagne" to match SW "DorianQ Q Gray" Gray" ��� 1� 6'-0" 6'-0" _ V W 0 06 Q DC Z W ~W Q C/) OL 3'-3" 3'-3" W Q J - - - - CV W N � Northwest Elevation Southeast Elevation NTS 0 3' 6' 12' NTS 0 3' 6' 12' KG PROJECT TEAM: RDM: JOSH HOUSE SDM: ROB FIEBIG _ _ ------ _-----� _ CPM: BRETT STUPP (n Lu z = _ � r Lu Lu Ill Lu Q -i • DATE: 04/05/19 Perspective NTS SHEET NUMBER: 8 OF 11 KUM & GO #2310 I 0.0 Illi I1. 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I 0.2 1� 1.7 `/.4 2 "32.3°432 `54.6 10.72.91.0 0. 1.3 7r"4 3.5 3.2 1.5 d.4 0.4 0.3 0.2 0.1 0. 1 �j �1 +.1 04 T 0.0 �.� 0.5 0.0 CL 1 0.3 11 0.0 00 0.11 0.01 Q 0.0 0 0.1 1 Z. 1 ---12.0 _ 2.6 5 2--14.5- �1-3�&-�3�E �=9 = - -�--� - � -4. - + . + . +.a - 2-0-=�"�-�� I S * .� 0.5 0.2 ---------------------------------------- ---fi-� 7 4.3 4.2 3.9 4.0 4.2 5.9 3.9 3.3 1.4 1.4 3.1 9r.G 4.1 4.1 2.0 2.2 3.6 4.1 1 +4.1 3.8 2.7 0.7 0.1 N y m 3 14.5 X5.0 3.9 3.2 1.3 1.1 1.2 1.3 1.3 1.0 0.7 1.0 3.3 5.1 3.9 3.5 1.5 1.8 3.5 4.0 1 3. 3.6 2.9 0.5 0.1 -A° r 7�8 9 1 5 5 6 _ &# = 4.�F =i' 4 0 0 0 ff.§ =1 =3� _ . 1 .6 0.3 0.00 3 2.5 3.0 1 .1 0.4 0.3 0�2 0.2 0 0.2_=02 0.2 = 0.2 �. =5 �� - �_ __= 2.2 1 1TG /L 0.3 0.1 11 O O 1;II0.3�+ 0.� ���].4 0.2 0.2 0.1 0.1 0.1 o.i o.1 0.1 0.1 0.2 o.s o.7 0.6 0.3 0.2 0.2 0.���2_���!4 0.2 0.1Ip o.� \ N o 0 U o 3„ .0 _� m o Wi- ' nj 0- 0 Lu minalre Schedule Symbol Qty Lobel IF Description LLD UDF LLF Arr. Lum. Lumens Arr. Watts ®i 17 A SINGLE SCV-LED-23L-SCFT-50 - 15.5' MH N 1.000 1.000 24361 191.5 ®J> al Al SINGLE 0 00 1.000 1.000 1.000 BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE 191.5 1 LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER B - AND/OR ARCHITECT MUST DETERMINE THE APPLICABILITY OF THE LAYOUT 1.000 1.000 TO EXISTING OR FUTURE FIELD CONDITIONS. 3512 25 .� 1 0 3 SINGLE TLFL-190-45-BLK - 4' MH 1.000 THIS LIGHTING PLAN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM 1.000 m m 185.39 67 17 LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE SINGLE DNR52509 LED6-40K - 9' MH - FIXTURE BY ATLANTIC LIGHTING WITH THE ILLUMINATING ENGINEERING SOCIETY (IES) APPROVED METHODS. 1.000 1.000 ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE 23.8 v o TO CHANGES IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS/LED's AND Y U OTHER VARIABLE FIELD CONDITIONS. CALCULATIONS DO NOT INCLUDE 1.000 E L ^1 OBSTRUCTIONS SUCH AS BUILDINGS,CURBS, LANDSCAPING, OR ANY OTHER 19664 > j ARCHITECTURAL ELEMENTS UNLESS NOTED. FIXTURE NOMENCLATURE NOTED E DOES NOT INCLUDE MOUNTING HARDWARE OR POLES. THIS DRAWING IS FOR T� PHOTOMETRIC EVALUATION PURPOSES ONLY AND SHOULD NOT BE USED AS A CONSTRUCTION DOCUMENT OR AS A FINAL DOCUMENT FOR ORDERING PRODUCT, SITE LIGHTING CAN AND WILL BE ADJUSTED TO ELIMINATE ALL SPILL ONTO RESIDENTIAL PROPERTY. MAXIMUM LIGHTING LEVELS ON SITE WILL M Ind NOT EXCEED 15.BFC. %i JJ� \ N o 0 U o 3„ .0 _� m o Wi- ' nj 0- 0 Lu minalre Schedule Symbol Qty Lobel Arrangement Description LLD UDF LLF Arr. Lum. Lumens Arr. Watts ®i 17 A SINGLE SCV-LED-23L-SCFT-50 - 15.5' MH 1.000 1.000 1.000 24361 191.5 ®J> 4 Al SINGLE SCV-LED-23L-SCFT-50 - 17.5' MH 1.000 1.000 1.000 24361 191.5 1 6 B SINGLE MOST LED P2 40K VW MVOLT - 11' MH - FIXTURE BY LITHONIA LIGHTING 1.000 1.000 1.000 3512 25 .� 1 C SINGLE TLFL-190-45-BLK - 4' MH 1.000 1.000 1.000 19103 185.39 O 17 D SINGLE DNR52509 LED6-40K - 9' MH - FIXTURE BY ATLANTIC LIGHTING 1.000 1.000 1.000 1579 23.8 5 E SINGLE SLM-LED-18L-SIL-FT-50-70CRI-BLK-SINGLE ON 16' POLE+2.5'BASE 1.000 1.000 1.000 19664 148.5 Calculation Summary Label CaICType Units Avg Max Min Avg/Min Max/Min ALL CALC POINTS Illuminance Fc 5.14 67,7 0.0 N.A. NA, CANOPY Illuminance Fc 46.64 67,7 27.3 1J1 CAB INSIDE CURB Illuminance Fc 6.52 38.7 0.2 32.60 193.50 10 Westom Parkway st Des Moines, Iowa 50266 P: 515226-0128 �0 ^ Z 0 LU d LU ~ W � LU ¢ W Z M O � = C:) a M NGPI✓J.IELTTHM: RDM:JWIHDIISE III RDa FIM GPN:&¢T Mw 0 0 a a MM. 04W19 6HEUNIJIA i 9OF11 Q 0 N N m 0 N 06 o_ a -o 0 O a_ E 0 U Lo E L J T m 0 n 3 V) J Q W 0 0 4 / 0 ro N I �o co o � o •L 6 0 _ L O N 00 N rn r - _o W a) / W o o v= E .8 Q) E EJY O Z m U) N O a) •— o U Lu Tfn / J J U SLOPE GUTTE SLOPE C 6" f~" 6" CURB AIR MACHINE SUPPLIER TO COORDINATE WITH STATION MOUNT 4' x 4' CONCRETE PAD AIR MACHINE A NOT TO SCALE I `SIDEWALK 5' (TYP) PIPE SPRING LINE N N F 4' NOTES: 1. BIKE RACK TO BE INSTALLED IN CENTER OF 5'-0"x6'-6" CONCRETE PAD. 2. BOLLARD SHALL HAVE A ONYX POWDER COAT FINISH. MATERIALS LIST (1)TUBING — 04 1/2"x 1/8" WALL STEEL TUBING. (2)CAP — 04 1/2"x 1/8" WALL STEEL DOME. (3)LOOP — 01.315"x .133" WALL STEEL TUBING. (4)SUFACE PLATE — 07 1/2"x 1/4" THICK STEEL PLATE WITH THREE 09/16" MOUNTING HOLES. (5)MOUNTED WITH THREE 01/2"x 4-5" STAINLESS STEEL ANCHOR BOLTS (CUSTOMER SUPPLIED). 36" 0 1 :1 [BP4—O2—SM—PF *AVAILABLE IN POWDER COAT AND DURACOAT FINISHES BOLLARD BIKE RACK DETAIL NOT TO SCALE 0 0 3X 0.56" RESERVED PARKING ACCESSIBLE SIGN(R7-8) THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES 12"x6". THIS SIGN T AT ALL VAN ACCE PARKING S L; L,' `SIDEWALK 5' (TYP) INNOPLAST INTEGRAL—COLOI BOLLARD TEXTURED CON( L� FOR VAN 3LE STALL ONLY JLL VVLI..r\I\V VLIIIILS FRONT VIEW BOLLARD -MOUNTED ADA SIGN NOT TO SCALE INNOPLAST BOLLARD COVER SEE DETAIL BUILDING SIDEWALK SEE PAVEMENT DETAILS 4,000 PSI PCC CONCRETE MIN. TYPICAL 4" SCHEDULE 40 GALVANIZED STEEL PIPE FILL POST WITH CONCRETE FLUSH WITH TOP OF POST TEXTURED CONCRETE NOTE: SEE DETAIL SEE PLANS FOR a: PAVEMENT SECTION "e DETAILS ,N • 1.5' DIAMETER BOLLARD DETAIL NOT TO SCALE " BLACK SEALANT AROUND SIGN POST INNOPLAST BOLLARD COVER — SEE DETAIL SIDEWALK BOLLARD—MOUNTED ADA SIGN NOTE: START PLACEMENT OF BOLLARDS BASED OFF CENTERLINE OF MAIN ENTRY. NOT TO SCALE 2" ROUND POWDER—COAT BLACK PIPE. CAP TOP OF PIPE 2" ROUND CUT—OUT ON INNOPLAST BOLLARD FOR SIGN POST FILL POST WITH CONCRETE FLUSH WITH TOP OF POST SEE BOLLARD DETAILS THIS SHEET C0.' \� w w `SIDEWALK 5' (TYP) INNOPLAST INTEGRAL—COLOI BOLLARD TEXTURED CON( n KUM&GO PARKING STALL (9'X19') BOLLARD LAYOUT DETAIL NOT TO SCALE ZED ;RETE STOP SIGN (MUTCD R1-1), BOLT TO STEEL TUBE W/ 3/8" CADMIUM PLATED BOLTS, NUTS & WASHERS 2"0 GALVANIZED STEEL PIPE. PROVIDE WELDED WATERTIGHT CAP. BREAKAWAY COUPLER LANDSCAPE 1'0 CONCRETE BASE SIGN IN LANDSCAPE NOT TO SCALE M i� O' n 014C NORMAL WALL: 0.125" 9S dQD 0.75" BLACK REFLECTIVE TABE PRODUCT ID:3M #510OR INSTALLATION: 1)UTILIZE GREAT STUFF PROM WALL AND FLOOR ADHESIVE TO ADHERE BOLLARD TO STEEL BOLLARD. FOLLOW PRODUCT INSTRUCTIONS 2)SPRAY PRODUCT INSIDE BOLLARD COVER (DO NOT DRILL HOLES) 3)INSTALL BOLLARD COVER OVER STEEL BOLLARD 4)FACE PRODUCT INFORMATION LABEL TOWARDS BUILDING INNOPLAST BOLLARD COVER NOT TO SCALE BLACK PROTECTIVE BOLLARD COVER MADE OF HDPE MODEL #: BC452BKBK (PRE—CUT 0 3') CONTACT: 10120 GOTTSCHALK PARKWAY CHARGRIN FALLS, OH 44023 800-516-9287 INN 0 SALES 01 N N O P LAST. C O M Y R N W > 0 c O 'C 00 0 O 0 0 U uj r c v °� O ON M > 3 m +�— M X r co W M LL Wa CIL 00 Joi$ Ol • 6400 Westown Parkway West Des Moines, Iowa 50266 P: 515-226-0128 ROW KG PROJECT TEAM: RDM:JOSH HOUSE SDM: ROB FIEBIG CPM:BRETTSTUPP z 0 a U co Lu 0 z 0 U) > Lu ly Lu a 0 Q W Lu U) z 0 W DATE: 04105/19 SHEET NUMBER: 10 OF 11 KUM & GO #2310 a N N N cl 0 N 0 a v a� O n E v U N L O E a� m ID 41r O n rn 3 V) J 0 W V) I 0 rn I n 0 N I 00 N n 0 / U v v U U / a� c a_ �U 0 O O n N I a n O U c0 O a; v, O rfi o rn C o3: N 00 � N 14- 0) W L O 0 v) E � >-I J v 5,.,- Z M Cn � v � > ._ U I N W OCn+ a v J J C' NOTE: THIS ILLUSTRATION IS NOT TO SCALE AND IS INTENDED TO REPRESENT A CONCEPTUAL IMAGE OF THE BUILDING. ?0 PROPOSED ADA STALL PROPOSED ADA VAN ACCESSIBLE STALL SYMBOL NOTES: 1. ALL ACCESSIBLE STALL PAVEMENT MARKINGS SHALL BE 4" WIDE YELLOW STRIPES. 2. ACCESSIBLE AISLE SHALL BE 8' WIDE FOR VANS. 3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 4. A SIGN MUST MARK ACCESSIBLE PARKING. THE SYMBOL ON THE PAVEMENT IS NOT ADEQUATE. rq FLORIDASEATING AL -5602-0 2'-4" O.C. YELLOW N STRIPING, 45' CROSS HATCH 8' I 19' BUILDING FRONT SIDEWALK & ADA STALLS NOT TO SCALE CONSTRUCTION Powder coated aluminum frame / Teak / B Synthetic teak back and seat SEAT WIDTH (IN) 16.25 SEAT DEPTH (IN) 17.5 HEIGHT(IN) 33.5 SEAT HEIGHT (IN) 18 FRAME COLORS Black Silver SEAT COLORS <nthetic Te Teak WEIGHT (LB) 13 STACKABLE Yes Categories: Classic Outdoor, Outdoor FLORIDASEATI NG PATIO FURNITURE NOT TO SCALE TA -PT TOPS - SQUARE CONSTRUCTION Synthetic teak/ Aluminum Edge TABLE TOP FINISHES Gray Synthetic Teak, thetic Te FRAME COLORS Black, v SHAPE Square SIZE (IN) 24X24, 24X32, 32X32, 32X48, 6X3 Categories: Outdoor, Outdoor Tops & Bases S/-GNS= NOTE: THIS ILLUSTRATION IS NOT TO SCALE AND IS INTENDED TO REPRESENT A CONCEPTUAL IMAGE OF THE BUILDING. A 11 .02'-4" O.C. YELLOW PROPOSED ADA STALL 9• 9 �STRIPING, 45' CROSS HATCH .y+ N PROPOSED ADA ACCESSIBLE STALL SYMBOL 9'9 -1 -I - -i NOTES: 1. ALL ACCESSIBLE STALL PAVEMENT MARKINGS SHALL BE 4" WIDE YELLOW STRIPES. 2. ACCESSIBLE AISLE SHALL BE 8' WIDE FOR VANS. 3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 4. A SIGN MUST MARK ACCESSIBLE PARKING. THE SYMBOL ON THE PAVEMENT IS NOT ADEQUATE. BUILDING SIDE SIDEWALK & ADA STALLS Alum. Ball, Gold Anodized, Dia. to Match Pole Butt Size Stationary Truck, Heavy Duty, Cast Alum., with 1 1/4" Dia. Pulley on 1/4" Pin. O Q_ Halyard, #10 (5/16" Dia.) D„ ° Braided Rope, Polypropylene Taper ECX351H INTERNAL WITH WINCH (Nom.) Two Snaphooks, swivel, B bronze, chrome plated C Roller Sling with plastic „A„ coated Counterweight Exposed C Height Total(Nom.) Tapered Alum. Tube "G" Base Wall, Alloy 6063-T6 Satin Ground Finish Length A 35 ft. B 3.5ft. C 38.5 ft. D 13.9 in. E 6 in. F 3.5 in. G .156 in. Flush Access Door with Cylinder Lock and internal M winch with removable crank handle u "E" Butt Diameter 4' - 6" /Spun Alum. Collar (Caulk collar perimeter by Installer) Grade Concrete (by Installer) Setting Depth ' ��� Cement or Waterproof compound (by Installer) Dry Sand (by Installer) Ground Sleeve Assembly 16 Ga. Corrugated Galv. Steel Tube Lighting Spike (3/4" dia., steel rod) 12" CUSTOMER NAME: Kum & Go DATE: POLE SECTIONS: 2 QUANTITY 1 FINISH Satin Finish FLAG POLE DETAIL QNTS NOT TO SCALE FLUE noornonNCE DF INT 35.82" STAMPED CONCRETE DETAIL NOT TO SCALE SIDEWALK BOLLARD -MOUNTED a ADA SIGN ° ° v ° ° v a ° v v v 4" WHITE BORDER SOLID BLUE BACKGROUND 4.5' o� 3" WHITE PAINT in PROPOSED VAN ACCESSIBLE VAN STALL SYMBOL 8' t 8' 9' NOTES: 1. ALL ACCESSIBLE STALL PAVEMENT MARKINGS SHALL BE 4" WIDE YELLOW STRIPES. 2. ACCESSIBLE AISLE SHALL BE 8' WIDE FOR VANS. 3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 4. A SIGN MUST MARK ACCESSIBLE PARKING. THE SYMBOL ON THE PAVEMENT IS NOT ADEQUATE. ACCESSIBLE FRONT PARKING STALL NOT TO SCALE CONCRETE DESCRIPTION: 1. INTEGRAL CONCRETE COLORING SYSTEM USING CHROMIX ADMIXTURE FOR COLOR -CONDITIONED CONCRETE 2. APPLY COLOR C-34 (DARK GRAY) TO CONCRETE MIX 3. APPLY CLEAR LITHOTEXT LIQUID RELEASE AGENT PRIOR TO STAMPING CONCRETE PER SCOFIELD TECH -DATA BULLETIN 3611.06 STAMPING TOOL DESCRIPTION: 1. NEW BRICK RUNNING BOND PATTERN. STRAIGHT EDGES & SQUARE CORNERS. 2. BRICKS ARE 3-5/8" x 7-5/8" WITH APPEARANCE OF 3/8" WIDE JOINT 1/8" DEEP 3. STAMPING TOOL IS 16"x35.82" 4. ORDER NUMBER: 2010 CONTACT: SCOFIELD COMPANY 1-800-800-9900 WWW.SCOFIELD.COM EXTEND 1' BEYOND CURB RETURN DRIVEWAY ENTRANCE — ROLLOVER NTS JG W N as > o L co 0 0 th to V o N .a o 0 >= C C p M > N0 M �inwMLL as WZ `az 00 J W O� O!= 3< 6400 Westown Parkway West Des Moines, Iowa 50266 P: 515-226-0128 KG PROJECT TEAM: RDM: JOSH HOUSE SDM: ROB FIEBIG CPM: BRETT STUPP Z O 0- Qf 0 W LU 0 Z O LD LU Ji Q 0 a DATE: 04/05/19 SHEET NUMBER: N U) J W M LU U) 0 W KUM & GO #2310 N N 0 N a Q 0 E 0 U L 0 E J m 0 O O_ 3 x x w L s U L 0 n N 1 x w .E U L i x w 0 U U C C U 0 / 0 M N n 0 � U O N O L O O) N _ L O N N L0 N �0) O Q % � �L o O E �> E -Y O T/ z m m >O U �Nw o0 T � / J J C7 I , I ull I I° a I II 1 I I II � III I I I; a I II 1 --I—II I I I li � all III I I II �I IIII I I�°I III I ,I u I II I I II I II ° a I II I I I I II I I II I I �� II IIII I ml I I I I II� � III I I IPa II I 11 o I II I I I III a II IIII I I I I III I I I II I II I I I I I ,I III 1 I II, I II ° I II 1 II I I II ° II III I I°1 II I II II IIII I I ° II IIII I I I IIIc u I II I a I II a l II I I T J s( I F— l I � I I II I I 6D IIII I �� II' ,I° lil III I 1 ° III I ° II III I ° III I IIII II � I II I, °a II III I I 1 I III II °III III, II° II IIII I`alll I Ilii I °° III IIII li �11 III I � III I �I 1 III I II 1 II I al 1 III II �° II 1 I lil II° � II 1 a�ol IIII I I °I 1 III 1 1 IIII I� °I' Iall 1 III IIS 1 III i I 1 IIII I �I 1 I III II °II III 19 1111 I° Li \ 11 II ° Li I II11 L�j 111111 I a U IIII 1'i Q III Iw a U 11� d I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ir7 I I I I I I � I o OK UN I 12K E-6 I I I II OO 12K PR IUM I I I III III O� 12K DI I II I 365 0 c i J ` 0 3658 3658 0 0—`658y I I I �1-rT�1-rT�1-r O 3658 0 ` 0 3658 3fi5B o � 0 3fi5 H ` w N r 0 I t a It —I-- — — ------ --�--- -------- 0000, —I I � I I 6 N I \\ a. ` I° S, NNA x X x X x x x x x x x x x — ____ -- — o I— I II I I I ,II II ' I — �l III I II F- ---I II f-- �u I I F— II LLL -- — — — — _ L—FF — I 791 N Y w R W N > i O r Qr UN °o0 H w N r r r 1:0 3 Lf) a co M co 5(M X LL r 0 W M U U) Lu W � a Lu 0000 J$ 0 O Ol 3i • 6400 Westown Parkway West Des Moines, Iowa 50266 P: 515-226-0128 Rwowl LW—j KG PROJECT TEAM: RDM: JAKE JOHNSON SDM: ROB FIEBIG CPM:BRETTSTUPP z O H a U U) Lu z Lu 0 O z O U) Lu LL, � a DATE: 03128/19 SHEET NUMBER: EXH KUM & GO #2310 N This Dent Prepared by and after Reeardiag Retxin to: Jumps Law. LLC 2579 west Main Sweet, Spite eat Litacton, Colaaado 80120 Attn: Brian P. Junq)% Esq. 2016136546 121221201612:40 PM PGS 8 $46.00 DF $1,000.00 Electronically Recorded Jefferson County, CO Faye Griffin, Clerk and Recorder TD1000 Y SPECIAL W DEED �oG xa6 W/, apo -,0 0 THIS DEED, made this 21 s1r day of December, 2016, between Cabela's Wholesale, Ire., a Nebraska Corporation, whose address is One Cabela Drive, Sidney, Nebraska 69160 ("Grantor"}, and Evergreen -Clear Creek Grossing, LJ..C., an Arizona Limited Liability Company, whose address is 1873 South Bellaire Street, Suite 1106, Denver, Colorado 80222 ("Grantee); WITNESSETH, That Grantor, for and in consideration of the sum of Ten Dollars ($10.00), and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, have granted, bargained, sold, and conveyed, and by these presents does grant, bargain, sell, convey, and confirm, unto Grantee, and Grantee's heirs, successors, and assigns forever, all the real property, together with all improvements, if any, situate, lying and being in the City of Wheat Ridge, County of Jefferson, State of Colorado, described as follows (the "Property"): LOTS 1 AND 2, BLOCK 1; LOT 1, BLOCK 2; LOT 1, BLOCK 3; LOT 1, BLOCK 4; THAT PORTION OF LOT 1, BLOCK 5 AS CONTAINED IN DEED RECORDED DECEMER 23, 2004 UNDER RECEPTION NO. F2149072; LOTS 3 THROUGH 6, BLOCK 5; AND TRACT D; CLEAR CREEK CROSSING SUBDIVISION FILING NO. 1, COUNTY OF JEFFERSON, STATE OF COLORADO also known as Cabela's — SWC of Highway 58 and Interstate 70 Wheat Ridge. EXAM -I NG AND RESERVING UNTO THE GRANTOR, all mineral rights, geothermal resources and other hydrocarbon substances, minerals, mineral rights, oil, gas, oil and gas rights and resources as well as all development rights, air rights, water, water rights whether decreed or undecreed, tributary, nontributary, not nontributary, surface or underground, approprlatied or unappropriated, permitted or unpermitted, including water stock or units, if any, and including, without limitation, all ditch rights, reservoir rights, storage rights, groundwater, and groundwater rights on, under or used in connection with the Property. +pry N r: ``�P�l-fF23-14 :F- (00011097 21 Special Warranty Deed CabeWs Wholesale, ine. (Grantor) Evergreen -Clear Creek Crossing, L.L.C. (Grantee) Dated December 21, 2016 Page 2 TOGEMBER W YM all and singular the hereditaments and appurtenances thereto 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 Grantors, 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 Grantee, and Grantee's heirs, successors, and assigns forever. Grantors, for Grantors and Grantors' heirs, successors, and assigns, do covenant and agree that Grantors shall and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of Grantee, and Grantee's heirs, successors, and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under Grantors, except those matters expressly set forth onhEx bi it_A attached hereto and incorporated herein. [Remainder of Page Intentionally Left Blank] j 0001109 21 Special Warranty Deed Cabela's Wholesale, Inc. (Grantor) Evergreen -Clear Creek Crossing, L.L.C. (Grantee) Dated December 21, 2016 Page 3 IN VMMSS WHEREOF, Grantor has executed this deed on the date set forth above. Ca 's e, Inc. David Homolka, Vice President STATE OF KA- ) ) ss. COUNTY OF ��� ) The foregoing instrument was acknowledged before me this Zl! day of December, 2016, by David Homolka, Vice President of Cabela's Wholesale, Inc., a Nebraska Corporation. Witness my hand and official seal. My commission expires; ! x �i�tAL N07�1l-BGrte of NebraeMa CAROIYN K BAOON pl{r Corms. Bq. November 5.2017 [000HO97 21 Special Warranty Deed Cabela's Wholesale, Inc. (Grantor) Evergreen Clear Creek Crossing, L.L.C. (Grantee) Dated December 21, 2016 Exhibit A, Page 1 15.44 111113 0 PERWI'TED EXCEPTIONS [Exceptions from coverage to be attached from Proforma We Policy] J000110972) Land Title Guarantee Company Representing Rrst American Title Insurance Company (Schedule B) Policy Number TAAH70462392.2059487 Order Number 70462392 THIS POLICY DOES NOT INSURE AGAINST LOSS OR DAMAGE BY REASON OF THE FOLLOWING: 1) ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS BUT THAT COULD BE ASCERTAINED BY AN INSPECTION OF THE LAND OR THAT MAY BE ASSERTED BY PERSONS IN POSSESSION OF THE LAND. 2) EASEMENTS, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS. 3) ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND AND NOT SHOWN BY THE PUBLIC RECORDS. 4) ANY LIEN, OR RIGHTTOA ;SHOWN SERVICES, LABOR OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LA BY THE PUBLIC RECORDS. 5) (A) UNPATENTED MINING CL SERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THER( ATER RIGHTS, CLAIMS OR TITLE TO WATER. ITEM NOS. 1, 2, 3, 5(A) AND 5(B) OF THE ABO��DARD EXCEPTIONS ARE HEREBY DELETED. ITEM NO. 4 OF THE ABOVE STANDARD EXCEPTIS I ELETED AS TO ANY LIENS OR FUTURE LIENS RESULTING FROM WORK OR MATERIAL CONTRA OR FURNISHED AT THE SPECIFIC, DIRECT REQUEST, AND WITH THE ACTUAL KNOWLEDGE OF 'S WHOLESALE, INC., A NEBRASKA CORPORATION, CHARLES BERA, MICHAELALLARD, ISNER AND/OR TAI -VIN LOCOCO. FIRSTAMERICAN TITLE INSURANCE COMPANY SHALL BILITY FOR ANY LIENS ARISING FROM WORK OR MATERIAL FURNISHED AT THE SPECIFIC, DIRE C U T, AND WITH THE ACTUAL KNOWLEDGE OF EVERGREEN -CLEAR CREEK CROSSING, L. RIZONA LIMITED LIABILITY COMPANY. B) TAXES AND ASSESSMENTS FOR THE YEAR 2016 AND SUBSE-DENT YEARS, ALIEN NOT YET DUE AND PAYABLE. 7) AN EASEMENT OR RIGHT OF WAY 20 FEET IN WIDTH FOR ROAD PURPOSES ASSET FORTH INDEED RECORDED APRIL 15, 1931 IN BOOK 337 AT PAGE M. (AFFECTS LOTS 1 AND 2, BLOCK 1) 8) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS ASSET FORTH AND GRANTED IN RIGHT OF WAY AGREEMENT FOR WATER CONDUIT RECORDED MARCH 20, 1936 IN BOOK 379 AT PAGE fifi (AFFECTS LOT 1, BLOCK 3; PORTION OF LOT 1, BLOCKS; LOTS 3, BLOCKS)) AND AS FURTHER DESCRIBED IN RIGHT OF WAY AGREEMENT RECORDED FEBRUARY 19, 1951 IN BOOK 708 AT PAGE 336 (AFFECTS PORTION OF LOT 1, BLOCK 5; LOTS 14, S, BLOCK 5) AND EASEMENT AGREEMENT RECORDED OCTOBER 13, 1992 UNDER RECEPTION NO. 9213OM5, AND EASEMENT AGREEMENT AMENDMENT RECORDED SEPTEMBER 9, 2015 UNDER RECEPTION NO. 201596355 (AFFECTS LOTS LOT 1, BLOCK 3: PORTION OF LOT 1, BLOCK 5; LOTS 3, BLOCK 5)) . 9) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS ASSET FORTH AND GRANTED IN AGREEMENT FOR PERMIT BY AND BETWEEN THE COUNTY OF JEFFERSON AND THE CITY AND COUNTY OF DENVER, ACTING BY AND THROUGH ITS BOARD OF WATER COMMISSIONERS RECORDED MAY 10, 1951 IN BOOK 718 AT PAGE j.n. (AFFECTS LOT 2, BLOCK 1; LOT 1, BLOCK 2; LOT 1, BLOCK 3 AND TRACT D) Land Tette Guarantee Company Representing First American Title Insurance Company (Schedule B) Policy Number TAAH70462392.2059487 Order Number 70462392 10) ANY TAX, LIEN, FEE, OR ASSESSMENT BY REASON OF INCLUSION OF SUBJECT PROPERTY IN THE WEST METRO FIRE PROTECTION DISTRICT, AS EVIDENCED BY INSTRUMENT RECORDED SEPTEMBER 10, 1964, IN BOOK 1745 AT PAGE 383 AND ORDER REGARDING CONSOLIDATION RECORDED NOVEMBER 28, 1994 UNDER RECEPTION NO. 94184863. (AFFECTS ALL) 11) EASEMENT GRANTED TO APPLEWOOD SANITATION DISTRICT, FOR SEWER LINE, AND INCIDENTAL PURPOSES, BY INSTRUMENT RECORDED AUGUST 15, 1974, IN BOOK 2653 AT PAGE a4. (AFFECTS LOT 1, BLOCK 3 AND LOT 5, BLOCK 5) 12) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS ASSET FORTH AND GRANTED IN WATER RESOURCES RESERVATION AND EASEMENT AGREEMENT RECORDED DECEMBER 23, 2004 UNDER RECEPTION NO. F21�49073. (AFFECTS ALL) _/„6 13) ALL WATER AND WATER RI LLS AND WELL RIGHTS, DITCHES AND DITCH RIGHTS, RESERVOIRS AND RESERVOIR RI WEERVED UNTO COORS BREWING COMPANY, A COLORADO CORPORATION IN THE DEED RECO MBER 23, 2004 UNDER RECEPTION NO. F23AQ072. (AFFECTS ALL) 14) ANNEXATION ORDINANCE #1339, SERIES 2 ND MAP RECORDED MARCH 7, 2005 UNDER RECEPTION NOS. F2181788 AND F2181789. O (AFFECTS ALL) 15) TERMS, CONDITIONS, PROVISIONS, BURDENS AND TI NS AS SET FORTH IN CABELA'S/COORS DEVELOPMENT OFFICIAL OUTLINE DEVEL PLAN RECORDED JULY 16, 2005 UNDER RECEPTION NO. 2005050459 AND CABELA'S OFFICIAL NE DEVELOPMENT PLAN RECORDED SEPTEMBER 25, 2006 UNDER RECEPTION NO. 2006316327 AND ELA'S OFFICIAL FINAL DEVELOPMENT PLAN RECORDED SEPTEMBER 25, 2006 UNDER RECEPTION NO. 2006116328. NOTE ZONING ORDINANCES REGARDING SAID LAND RECORDED MAY 27, 2005 UNDER RECEPTION NO. 2005024147 AND AUGUST 15, 2006 UNDER RECEPTION NO. 2006099914 (AFFECTS ALL) 16) ANY TAX, LIEN, FEE, OR ASSESSMENT BY REASON OF INCLUSION OF SUBJECT PROPERTY IN THE LONGS PEAK METROPOLITAN DISTRICT AS EVIDENCED BY INSTRUMENT RECORDED MAY 19, 2006, UNDER RECEPTION NO. 2006060290. (AFFECTS ALL) 17) DRAINAGE EASEMENTS, TEMPORARY ACCESS EASEMENTS, EASEMENT NOTES AND GENERAL NOTES ON THE PLAT OF CABELA'SICOORS SUBDIVISION FILING NO. 1 RECORDED AUGUST 15, 2006 UNDER RECEPTION NO. 2006099915 AND THE PLAT OF CABELA'SICOORS SUBDIVISION FILING NO. 1, AMENDED RECORDED DECEMBER 18, 2006 UNDER RECEPTION NO. 2006146911. (AFFECTS ALL) 18) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN CONSTRUCTION AGREEMENT RECORDED OCTOBER 06, 2006 UNDER RECEPTION NO. 2006121424. Land Title Guarantee Company Representing First American Title Insurance Company (Schedule B) Order Number 70462392 (AFFECTS LOTS 1 AND 2, BLOCK 1) Policy Number TAAH70462392.2059487 19) ANY TAX, LIEN, FEE, OR ASSESSMENT BY REASON OF INCLUSION OF SUBJECT PROPERTY IN THE PROSPECT RECREATION AND PARK DISTRICT, AS EVIDENCED BY INSTRUMENT RECORDED SEPTEMBER 7, 2005 UNDER RECEPTION NO.2005078848 (AFFECTS LOT 1, BLOCK 5) AND INSTRUMENT RECORDED DECEMBER 07, 2006, UNDER RECEPTION NO. 2006145009 (AFFECTS LOTS 1 AND 2, BLOCK 1; LOT 1, BLOCK 2; LOT 1, BLOCK 3; LOT 1, BLOCK 4; PORTION OF LOT 1, BLOCK 5; LOTS 3 THROUGH 5, BLOCK 5 AND TRACT D) AND RESOLUTION CREATING THE CABELA'S RETAIL SUBDISTRICT RECORDED DECEMBER 13, 2006 UNDER RECEPTION NO. 2006146996 (AFFECTS LOT 1, BLOCK 1; PORTION OF LOT 2, BLOCK; LOT 1, BLOCK 2 AND PORTION OF LOT 1, BLOCK 3) AND ORDER MODIFYING THE INCLUSION ORDER RECORDED MARCH 31, 2008 UNDER RECEPTION NO. 2008029833 (AFFECTSALL). NOTE: INTERGOVERNMENTAL AGREEMENT ON ANNEXATIONS, INCLUSIONS AND TAX LEVIES RECORDED APRIL 24, 2006 UNDER RECEPTION NO. 2006047996 AND SUPPLEMENT THERETO RECORDED DECEMBER 31, 2007 UNDER RECEPTION NO. 2007141248. 20) TERMS, CONDITIONS, P NS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ACCESS EASEM EMENT RECORDED SEPTEMBER 06, 2007 UNDER RECEPTION NO. 2007103485. NOTE: MEMORANDUM OF UNDER S'1' IN ECORDED SEPTEMBER 11, 2007 UNDER RECEPTION NO. 2007105043. j\ (AFFECTS LOT 2, BLOCK 1) 21) TERMS, CONDITIONS, PROVISIONS, BURDLI GRANTED IN COMBINED ACCESS EASEMENT AND 10, 2009 UNDER RECEPTION NO. 2009090469. (AFFECTS LOT 6, BLOCK 5) 22) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLO CROSSING PLANNED COMMERCIAL DEVELOPMENT/CONCEPT AUGUST 08, 2011 UNDER RECEPTION NO. 2011072529. )NS AND EASEMENTS AS SET FORTH AND TO CONVEY LAND RECORDED SEPTEMBER VS AS SET FORTH IN CLEAR CREEK NE DEVELOPMENT PLAN RECORDED ORDINANCE NO. 1486, SERIES OF 2011, APPROVING PLANNED COMMERCIAL DEVELOPMENT, RECORDED AUGUST 8, 2011 UNDER RECEPTION NO. 2014072528, (AFFECTS ALL) 23) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS ASSET FORTH IN CLEAR CREEK CROSSING PLANNED COMMERCIAL DEVELOPMENT/SPECIFIC OUTLINE DEVELOPMENT PLAN RECORDED AUGUST 08, 2011 UNDER RECEPTION NO. 2031072531. ORDINANCE NO. 1487, SERIES OF 2011, APPROVING A PLANNED COMMERCIAL DEVELOPMENT (PCD) SPECIFIC OUTLINE DEVELOPMENT, RECORDED AUGUST 8, 2011 UNDER RECEPTION NO. 2011072530. (AFFECTS LOT 1, BLOCK 1; LOT 1, BLOCK 2; LOT 1, BLOCK 3; LOT 1, BLOCK 4; LOTS 3 THROUGH 5, BLOCK 5) 24) CROSS ACCESS EASEMENT, EASEMENT NOTES AND GENERAL NOTES ON THE PLAT OF CLEAR CREEK CROSSING SUBDIVISION FILING NO. 1 RECORDED AUGUST 08, 2011 UNDER RECEPTION NO. 2n11 n7 .0 RATIFICATION AND CONFIRMATION OF PLAT RECORDED SEPTEMBER 22, 2011 UNDER RECEPTION NO. 2011085263. Land Title Guarantee Company Representing First American Title Insurance Company (Schedule 13) Policy Number TAAH70462392.2059487 Order Number 70462392 (AFFECTS ALL) 25) ANY TAX, LIEN, FEE, OR ASSESSMENT BY REASON OF INCLUSION OF SUBJECT PROPERTY IN THE APPLEWOOD SANITATION DISTRICT, AS EVIDENCED BY INSTRUMENT RECORDED AUGUST 09, 2011, UNDER RECEPTION NO. 2011072616 (AFFECTS ALL) 26) TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS ASSET FORTH IN SUBDIVISION IMPROVEMENT AGREEMENT RECORDED AUGUST 24, 2011 UNDER RECEPTION NO. 2011076827. (AFFECTS ALL) 27) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS ASSET FORTH AND GRANTED IN EASEMENTAND RIGHT-OF-WAY AGREEMENT RECORDED MAY 09, 2012 UNDER RECEPTION NO. 2012048740. O (AFFECTS LOTS 5 AND 6, BLO O 28) ANY FACTS, RIGHTS, INTER IMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING. FACTS SHOWN ON ALTA/ S ND TFFLE SURVEY CERTIFIED SEPTEMBER 04, 201.5 PREPARED BY MARTIN/MARTIN CONS E INEERS, JOB #15.0000.C.86 SAID DOCUMENT STORED AS OUR ESI A) PONDS LOCATED INA NORTHWEST PORTIOF 2, BLOCK; A NORTHEAST PORTION OF LOT 1, BLOCK 1; AND A CENTRAL P LOT 3, BLOCK 5 AND LOT 5, BLOCK 5. B) DITCHES OVER AN EASTERLY PORTION OF LOT 1, 1; THE EASTERLY HALF OF LOT 1, BLOCK 3, A SOUTHE OF LOT S, BLOCK 5 AND LOT 6, BLOCK S. C) ASPHALT PAVING FOR YOUNGFIELD ROAD OVER AN EAS SOUTHEASTERLY PORTION OF LOT 1, BLOCK 1. D) PROPOSED DENVER WATER EASEMENTS OVER A SOUTHERL Y PORTION ON OF LOT 1, BLOCK 3 AND A RTION OF LOT 1, BLOCK 3. WOOLPEPT April 3, 2019 Lauren Mikulak Planning Manager City of Wheat Ridge 7500 W. 29th Ave. 2nd Floor Wheat Ridge, CO 80033 RE: Kum & Go Store #2310 Dear Lauren, In reference to the Kum&Go Store #2310 project, located within a part of the Planning Area 4 (PA 4) of the Clear Creek Crossing Planned Mixed Use Development (PMUD). We have received the Pre -Application comments dated February 28th, 2019 and the following are your comments and our disposition to those comments. Pre -Application Meeting Summary Comments 1. Existing Site Conditions: the site is considered a part of Planning Area 4 (PA 4) of the Clear Creek Crossing Planned Mixed Use Development (PMUD). It is located to the south of the future 1-70 hook ramps and east of the future Clear Creek Drive. A La Quinta Inn borders the site to the south and is zoned Planned Commercial Development (PCD). Planning Area 4 was designated as part of the "Vineyard District" and includes entertainment, restaurant, and retail uses creating a central social destination. The site is currently vacant, but was platted in 2018 and construction is underway on infrastructure within the overall development. Response: Acknowledged. Applicant/Owner Preliminary Proposal: the applicant is proposing to construct a Kum & Go gas station and convenience store with a Go Fresh Market inside. The proposed site is 1.60 acres and will include a 5,600 square foot building, 16 -gas pump canopy, access drive, and 29 parking spaces. Access to the site will be off Clear Creek Drive to the west and the frontage road to the southeast. These access points will also provide access to the pad site to the north, currently anticipated as a quick service restaurant (QSR) with a high volume drive-through. The gas canopy is west of the building and situated along Clear Creek Drive and the back of the building faces 1-70. The trash enclosure is located on the northeast corner of the site and there is a large ampersand art piece on the west side. Response: Acknowledged. Woolpert, Inc. 116 Inverness Drive East, Suite 107 Englewood, CO 80112 720.279.3784 www.woolpert.com March 22n°, 2019 Page 2 3. Will a neighborhood meeting need to be held prior to application submittal? A neighborhood meeting is not required for a Specific Development Plan (SDP). Response: Acknowledged. 4. Planning comments: The following items were discussed based on the applicant's proposal: Response: Acknowledged. 5. Zoning and Use: As noted above, the subject property is zoned PMUD and located within Planning Area 4 (PA 4). Permitted uses and development standards are regulated by the Clear Creek Crossing PMUD Outline Development Plan (ODP) and the Clear Creek Crossing Design Pattern Book (DPB), both of which were approved by City Council in May of 2018. Motor fueling stations are a permitted use in PA 4. Response: Acknowledged. The ODP and DPB will be utilized upon further design. 6. Zoning and Use: Approval of development within a PMUD is a two-step process. The first step was completed in 2018, resulting in an approved ODP and DPB that establish the permitted uses and standards related to site and building design. The second step in the process is approval of a Specific Development Plan (SDP). The SDP provides specific site plans, building elevations, and civil documents. The SDP is reviewed at a public hearing before the Planning Commission. This review process is further described below. Response: Acknowledged. We have submitted our first round of the Specific Development Plan for review to the City. Circulation: Staff had concerns about the extent of paving on the site, particularly, the widths of the drive aisles and the lack of clear primary access from Clear Creek Drive to the development site to the north. For example, the City of Wheat Ridge only requires 22' drive aisles while the proposed site plan show 35' drive aisles and paved areas as wide as 50+ feet. While wider drive aisles may be necessary in some locations in order to accommodate customers' large trucks and/or trailers, the applicant needs to reevaluate the truck turning movements. Trucks do not appear to be utilizing the frontage road access at the southeast corner of the site, and this should be used particularly to the extent that it could reduce the paved surface on the property. It is not acceptable to have a truck movement that crosses the centerlines at the entrance and on Clear Creek Drive. Response: Acknowledged. Drive Aisles have been modified to reduce pavement. Drive Aisles still require 35 foot widths to accommodate the truck turning movements. Movements have been added for the southeast entrance to the site. 8. Circulation: It is expected that customers will utilize the eastern drive to access the QSR, and the curbs here need to be necked down to provide more traffic control. Wayfinding is necessary but cannot be the only mechanism by which circulation is controlled. Additionally, cross -access agreements will need to be obtained to provide continuous public access between the two sites. Response: Acknowledged. Drive Aisles have been modified. We have begun the process for the Cross -Access agreements. 116 Inverness Drive East, Suite 107 1 Englewood, CO 80112 720.279.37841 WOOLPERT.COM March 22n°, 2019 Page 3 9. Circulation: The sight distance triangle needs to be shown on the southwest corner of the site. Visibility here is critical and it may be necessary to utilize an innovative crosswalk or signage to ensure no conflicts between vehicles and bike/pedestrians. Response: Acknowledged. Sight Triangles have been added to the site plan at the southwest corner of the site. There are two bike lanes on either side of Clear Creek Drive which will be utilized. Pedestrians and Vehicles will have visibility from the when stopping and crossing. No conflicts will exist. 10. Circulation: The access points at Clear Creek Drive and at the southeast corner are not consistent with the civil construction plans that have been approved for the overall development and will need to be reconciled. Response: Acknowledged. We have been working with developer to get consistent. 11. Site Design: While there is no build -to requirement for PA 4, the applicant is encouraged to at least evaluate the merits of flipping the site design to put the convenience store on the west side of the site and the fuel canopy at the east side of the site. This may improve circulation for the fuel trucks, address the concerns related to drive aisle widths, enhance the aesthetic appearance along Clear Creek Drive, and provide visibility of the fueling station from 1-70. Response: Acknowledged. We have evaluated the merits of the suggested site redesign, but ultimately determined that the site should remain as is for truck movement circulation and economic modeling. 12. Site Design: The Vision Book and DPB for the Clear Creek Crossing project includes outdoor gathering spaces and the Colorado climate is appropriate for this type of amenity to be used nearly year round. The applicant is encouraged to incorporate an outdoor patio as seen in other Kum & Go locations of similar design. Response: Acknowledged. An outdoor patio has been added to the site. 13. Site Design: Please refer to Chapters 2 and 6 of the DPB for standards related to site design and lighting. Response: Acknowledged. 14. Bike/Pedestrian Features: Pedestrian walkways are not clear on the site plan. The sidewalks need tc be widened to accommodate the addition of outdoor storage displays in front of the store. On the SDP, clearly delineate a six-foot clearance on the sidewalk along the store entry and show the path of travel from the street to the convenience store and the QSR. The bike rack should be more visible for bikers, particularly from Clear Creek Drive. It would be appropriate for the bike rack to be adjacent to the patio or by the air station if a bike service amenity is provided. Response: Acknowledged. Dimensions have been added to depict the six-foot clearance of sidewalk along the store's entry. Bike Rack has been relocated to the south side of the store near the patio. 116 Inverness Drive East, Suite 107 1 Englewood, CO 80112 720.279.37841 WOOLPERT.COM March 22n°, 2019 Page 4 15. Landscaping: The Design Pattern Book requires 20% landscaping. This is assessed on a per lot basis and can only include landscaping within the boundary of the lot lines. Please refer to the DPB for landscape requirements. Also consider the treatment of the surrounding CDOT right-of-way, which will be perceived as a part of the site and has a significant visual impact on the area. It may be appropriate for the metro district to maintain these landscaped slopes. Any landscaping provided in CDOT right-of-way cannot count towards the required on-site landscaping. Response: Acknowledged. The site has been redesigned to meet the required 20% landscaping. 16. Landscaping: The streetscape along Clear Creek Drive should be shown in the landscape plans. Response: Acknowledged. Streetscaping has not been included within this submittal. It will be provided at a later time when coordinated. 17. Building Design: The building design and materials are subject to the standards within Chapters 3 and 4 of the Design Pattern Book and further guided by the Vision Book. The overall architectural theme of the project is "modern agrarian" and staff agrees with the ACC in that the building design could be elevated and modified to be more compatible with this theme and the Vision Book. While stone/masonry is incorporated, modifying the color palette to incorporate more variety may work better with the architectural theme. The building should exemplify high-quality design, with architectural elements continued on all four sides. The entire height of the fuel canopy pillars must be wrapped all the way up and the applicant is encouraged to draw inspiration from the retaining wall that is adjacent to the site. The fueling canopy should be enhanced to reflect similar materials of the building and minimize the use of ACM. Any proposed rooftop mechanical equipment must be screened from view. Response: Acknowledged. Architecture has been looked at per recommendations, however we will not be modifying the color palette as we feel it matches the intent of the vision book. 18. Signage: The Design Pattern Book includes a master sign plan that dictates signs on the entire development site. The ampersand is classified as art. An art committee is in the process of being formed through a partnership with the City's Cultural Commission and the master developer, Evergreen. Refer to Chapter 7 of the Design Pattern Book for standards related to signage. The freestanding sign that is shown along Clear Creek Drive must be a shared "secondary" monument sign with the QSR to the north per the DPB, else meet the requirements of a "other tenant sign" as allotted for in PA 4. Secondary monument signs are encouraged to minimize the total number of "other tenant signs." Response: Signage information has been Acknowledged. 19. Subdivision: The applicant indicated that they intend to divide the southern portion of PA 4 into two lots. This will require an administrative subdivision plat. It can be included in the plat that amends the right-of-way. Alternatively, it can be submitted in the future with the SDP. Response: Acknowledged. Evergreen will be including the subdivision in their latest plat revisions. 116 Inverness Drive East, Suite 107 1 Englewood, CO 80112 720.279.37841 WOOLPERT.COM March 22n°, 2019 Page 5 20. Utility Providers: The City of Wheat Ridge is not a full-service city. The utility and service providers for this property include: • West Metro Fire Protection District, phone: 303-989-4307 • Consolidated Mutual Water District, phone: 303-238-0451 • Applewood Sanitation District, phone: 303-232-6883 Response: Acknowledged. We have met with the utility providers. 21. Utility Providers: 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. Response: Acknowledged. We have met with the utility providers. 22. Utility Providers: It will be important to coordinate utility stub -ins as part of the construction of Clear Creek Drive to avoid street cuts in a new street, which is typically not permitted by the City for a period of two years. Additionally, it is appropriate to consider utility coordination with the QSR site and any necessary easements. Response: Acknowledged. Utility tie-in has been coordinated. 23. Required Fees: The fee for a Specific Development Plan is $500 + $500/acre + $120 for the publication/public notice. Based on the proposed site area of 1.6 acres, the total fee would be $1,420, due at time of application. The subdivision fee would depend on how it is processed — with the ROW amendment or separately. Response: Acknowledged. Fee has been included within this submittal. 24. Required Fees: Building permits are based on project value and include plan review fees and use tax. Response: Acknowledged. 25. Public Works comments: The following documents are required based on the applicant's proposal: Drainage Compliance Letter: A drainage compliance letter must be provided as part of the SDP application, which indicates that the site design and grading is in conformance with the approved Master Drainage Report for the Clear Creek Crossing Development. Response: Acknowledged. A drainage compliance letter has been provided as part of this submittal. 26. Public Works comments: The following documents are required based on the applicant's proposal: Cost Estimate: Traditionally, a cost estimate is required for off-site improvements, however, those are being handled by the master developer. The applicant should provide with the civil construction plans a cost estimate for onsite horizontal/infrastructure improvements. Depending on the timing of construction of the gas station and QSR, a site work permit may be required for the shared horizontal infrastructure. Response: Acknowledged. A preliminary cost estimate will be provided as part of the construction documents submittal. 116 Inverness Drive East, Suite 107 1 Englewood, CO 80112 720.279.37841 WOOLPERT.COM March 22n°, 2019 Page 6 27. Building Division comments: The Building Division was not present and has no comments at this time. Response: Acknowledged. 28. Review Process: This request will require a Specific Development Plan (SDP) and administrative subdivision plat. Response: Acknowledged. 29. Specific Development Plan Application: A formal, complete SDP application may be submitted at any time. The complete application will be assigned a case manager. The case manager will be the applicant's point of contact at the City for the duration of the process. The case manager will review the application, and once all submittal requirements are met, the application will be sent out on referral to outside service agencies (Xcel Energy, water district, fire district, etc.) and other City agencies (Public Works, Economic Development, etc.) for review. In the case of Clear Creek Crossing, the application will also be referred to the project's Architectural Control Committee (ACC). The referral period is 15 days, during which time the referral agencies and departments may submit comments on the application. These comments, as well as those from the case manager, will be forwarded to the applicant. Modifications to the documents may be required as a result of these comments and at least 2-3 rounds of comments should be expected. Response: Acknowledged. Thank you for providing this information. 30. Specific Development Plan Application: After all comments have been addressed and the ACC has provided a written decision on their behalf, a public hearing before Planning Commission will be scheduled. A public hearing before Planning Commission will require the property to be posted. The posting period lasts 15 days and requires a sign be posted on the property. Additionally, the Community Development Department will send out written notification of the hearing to all property owners within a 300 -foot radius of the subject property. During the public hearing at Planning Commission, the case manager will present the SDP, and based on an established set of criteria present evidence to support a recommendation of approval, approval with conditions, or denial of the rezoning. The applicant and the public will have the opportunity to present evidence and provide testimony in support or opposition of the SDP application. The Planning Commission will then make a decision of approval, approval with conditions, or denial of the SDP. Response: Acknowledged. A sign shall be posted on site regarding the public hearing. Thank you for providing this information. 31. Attachments: SDP checklist, Clear Creek Crossing SDP Standard Schedule Response: Acknowledged. Thank you for providing this information. 116 Inverness Drive East, Suite 107 1 Englewood, CO 80112 720.279.37841 WOOLPERT.COM March 22n°, 2019 Page 7 32. Disclaimer: 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. Response: Acknowledged. 33. Phone Numbers: Lauren Mikulak—Planning Manager 303-235-2845 Stephanie Stevens — Senior Planner 303-235-2848 Scott Cutler — Planner II 303-235-2849 Zareen Tasneem — Planner 303-235-2852 Dave Brossman — Development Review Engineer 303-235-2864 Mark Westberg— Projects Supervisor 303-235-2863 Jordan Jefferies —Civil Engineer 303-235-2868 Steve Art— Economic Development Manager 303-235-2806 Randy Slusser — Chief Building Official 303-235-2803 Response: Acknowledged. Thank you for providing these contacts. If you have any questions or additional comments please do not hesitate to contact me at my office at (720) 279-3784. Sincerely, Woolpert, Inc. Thomas Pannell, PE 116 Inverness Drive East, Suite 107 1 Englewood, CO 80112 720.279.37841 WOOLPERT.COM IkAf WOOLPEPT ARCHITECTUREIENGINEERINGIGEOSPATIAL March 18, 2019 Lauren Mikulak Planning Manager City of Wheat Ridge 7500 W. 291h Avenue Wheat Ridge, Colorado 80033 303.235.2845 2310 Kum & Go — Wheat Ridge, CO Clear Creek Development (South Ramp Pad) Written request and description of the proposal Ms. Mikulak, Kum & Go is extremely excited to be part of the Clear Creek Development in Wheat Ridge, CO. We have numerous stores in Colorado and are making a hard push into the Denver metropolitan area. Kum & Go has been in business since 1959 and we currently have over 400 stores in 11 states. We are proposing to develop a fuel station and convenience store on approximately 1.6 acres lot located south of the CDOT ramps along Clear Creek Drive. The development will involve the construction of a 5,600 S.F. store, 8 fuel pumps and 29 parking spaces. Access will be drawn off Clear Creek Drive and the private drive located behind the La Quinta Inn. Sanitary Sewer and Water Service have been provided to the site by Applewood Sanitation District and Consolidated Mutual Water Company. Regional detention and water quality have been provided as a part of the Clear Creek Development, runoff from onsite will be collected and conveyed to existing storm sewer within Clear Creek Drive. The store will have a total of 18-20 employees (3-5/Shift) 6-8 full time and 10-12 part time. The store will be open 24 hours a day and 365 days per year. We appreciate your consideration of this request, please contact us with any questions. Developer: Kum & Go, L.C. Contact: Robert Fiebig PH: 515.457.6389 E: Robert.Fiebig@kumandgo.com Landscape Architect: Woolpert Contact: John Martin PH: 513.527.2634 E: John.Martin@woolpert.com Engineer: Woolpert Contact: Thomas Pannell PH: 720.279.3722 E: Thomas.Pannell@woolpert.com Woolpert, Inc. 116 Inverness Drive East, Suite 107 Englewood, CO 80112-5125 303.925.1400 Page 2 Lw+(' Yf — C CC, L�-G (Property Owner) gives Woolpert, Inc. authorization to submit the Specific elopm nt Ian for ore #2310 to the City of Wheat Ridge for review. _., . Date Sincerely, Woolpert, Inc. Thomas Pannell, PE Woolpert, Inc. 116 Inverness Drive East, Suite 107 Englewood, CO 80112-5125 303.925.1400 WOOLPERT, INC. Invoice Number Specific Develop Pla City of Wheat Ridge 10KevBank(Woolpert) Date Voucher 3/18/2019 1000001196247 TOTAL 31 035441 Date: 3/19/2019 Amount Discounts 1,420.00 1,420.00 1 Previous 601699 Net Amount 1,42 1.42 – - NOTE: Land use applications must be 4 41 submitted BY APPOINTMENT with a City Of planner. incomplete applications will not ►/ D iArrk=., be accepted—refer to submittal checklists. LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue a Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant Thomas Pannell Phone (720) 279-3784 Email Thomas.Pannell@Woolpert.com Address, City, State, Zip 116 Inverness Drive E. Englewood, Colorado 80112 _ Owner Evergreen Phone (303) 757-0401 Email CMcRight@Ev_G_re.com Address, City, State, Zip 200 North Maryland Ave. Suite 201 Glendale, CA 91206 , Contact Thomas Pannell __ Phone (720) 279-3784 Email Thomas. Pannell@Woolpert.com Address, City, State, Zip 116 Inverness Drive E. Englewood, Colorado 80112 (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): Site is considered a part of Planning Area 4 (PA 4) of the Clear Creek Crossing PMUD It is located to the south of the future 1-70 hook ramps and east of the future Clear Creek Drive. 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 D 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 0 Minor (4 or 5 lots) 0 Temporary Use, Building, Sign D Concept Plan O Major (6 or more lots) 0 Variance/Waiver (from Section 26- 0 Right of Way Vacation 0 Other: Detailed description of request: Land Use Request for proposed gas station/convenience store. Site Located just North of existing La Quinta Inn. 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 o, -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 action on his behalf. Notarized Signature of Applicant tJ�V►? State of Colorado- County of --' }ss The foregoing instru e�tt (Land Use Processing_ Application) was acknowledged by me this by-�1�a'�RSd�r�Jrst l.i__ NOTARY PUBLIC ARY ISUSAN A bTATH OF COLORADO My commission expires (� J /20') 7\ WtARY 10 voww925 Notary Public DIY tbiai�itW4 f NovEmwR 12, To be filled out by staff: ' r _ I ` 0 Date received -�-/'� Fee S _�w (1 00 Case No. Comp Plan Design. Receipt No. C Q13 6 2p KV Quarter Section Map . -02cl Related Case No. Pre -App Mtg. Date Case Manager S e✓� S Assessor's Parcel No. Current Zoning Current Use Via.. d— Size (acres or sgft) /. Ce Gtra s Proposed Zoning Proposed Use Rev 1/2212016