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HomeMy WebLinkAboutApplewood Village Shopping Center PCD SDP Amend #19D sD.DD _BENCHMARK DATA --- BENCHkW-OPUS SESSION 140.40223n.tpa CP1614130690827 SITE BDIOF MW 11-STORM MANHOLE NEAR NE WRIER OF PROPERTY EUEV. 5520.98 STE BENCHMARK a -STORM MANHOLE NEAR SW CORNER OF PROPERTY M. 5512.40 VV?17CAL DATUM SITE DATA LOT 4 OB45t AC ZONING POD (PLANNED CCMMERCJAL DEVELOPMENT) LOCAL JURISDICTION: WHEAT RIDGE, COIDRADO APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #19 A SPECIFIC DEVELOPMENT PLAN WITHIN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO A PART OF THE NW Y4 SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. CHARACTER OF DEVELOPMENT PROPOSING 70 CONSTRUCT A 2000SF AUTOMOBILE SERVICE BUILDING WITH REWIRED U7IUTIES SUCH AS WATER, SEWER AND POWER TO TIE IN70 ERS7IMG, SITE IIPRV&MENTS WILL INCLUDE NEW PAVEMENT, CURB AND GUTTER, STRIPING, GRADING, AMID OTHER ASSOCIATED IMPROVEMENTS FOR THE PROPM DEVELOPMENT. BASIS OF BEARING BASS OF BEARING -SOUTH LIE OF NW I SECTION 29, T35, WK BETWEEN A FOUND ALUM, CAP MARKED PLS 25375 C # CORNER OF SAID SECTION 29 AND A FOUND ALUM, CAP MARKED LS 13155 W j CORER OF SAID SECTION 29. PROPOSED DEVELOPMENT SUMMARY TABLE SITE WPM NE COWER OF WEST 32ND AVE AVID YOUNEtIID ST SITE ADDRESS I= WEST 3m AVE ZONE DISTRICT PCD PROPOSED LAND USE MINOR AHD IIEPAR SITE AREA ±aJM AC / :EAW5 SF BUILDING AREA t20W SF (5.45 COVTRAGn UTIUTY/MIEGRAMCAL OFFICE/RESTRDOIA/ WAITING AREA t175 SF t200 S' RECURED PROPOSED OPEN SPACE 15X (5,876 Sy - 4M (k!yW Sn 1.00A SF 1,BIO SIC= USABLE HA ESCAPE - LANDSCAPE 10% (3,764 SF) 3R4 [74A28 al PARKING 8 la STANDARD 7 I] ACCESSBLE 1 1 BICYCLE 2 a SETBACKS FRONT (SOUTH) 20' MAX 2Y • . SIDE (EAST) 0' 9e SIDE (WEST) GY 57' REAR (NORTH) 0' 100• BIND TO (32ND AVE) 4D% (729) 43% (77.47) PRESENCE OF DDSTING EASI]EMT AND GRADING REOIARED TO MAINTAIN ADA CONNECTION. BUILDING IS LOCATED AS FAR SOUTH AS POSSIBLE ON THE STE TO MEET THE INTENT OF THE BURG-70 REQUIREMENT. LEGAL DESCRIPTION LOT 4, APPLEWOW VILLAGE SHOPPING CENTER FLG NO 3, CITY OF WHEAT RIDE, COUNTY OF JEFFERSON, STATE OF COLORADO NA�) '31F LOCA710NW 32ND AVE W 31ST AVE WHEAT RIDGE — — uNI — ACINITY MAP ii^-- 1 ` = 500' CASE HISTORY FILE NO. EXISTING SURVEY LEGEND WL-14-09 VU-18-23 ® SANITARY MANHOLE MS-19-04 STORY MANHOLE VR-21-08 G WR CURB INLET ,q WA HYDRANT U 04 WA VALVE )97-D STREET LIGHT PRIVATE LIGHT ® ELECTRICAL BOX ® TRAFFIC SIGNAL CABINET -0 TRAFFIC SIGNAL • m TELEPHONE PEDESTAL ss SANITARY SETTER —SO STORM SEVER —W — c — G — GAS LINE -e ELECTRICAL LINE T-- TELEIMNE/COW UNE — =--- CURB/GUTTER ---55i&--- CONTOUR --- EASEMENT — ADJACENT PROPERTY DISTRICT CONTACTS PROJECT CONTACTS: WEST DISTRICT (303) 989-4307 WATER DISTRICT CONSOLIDATED MUTUAL WATER DISTRICT (303) 238-0451 SEWER DISTRICT NORTHWEST LAKEWOOD SANITATION DISTRICT (303) 987-OM DEVELOMAPPLICANT VALVOUNE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON. KY 40509 (48D) 251-8436 CONTACT: KENT LUPTON d8fdMT GREENBERG FARROW 92 E MAIN STREET, SUITE 410 SOMERVI.LE, NJ 08876 (732) 537-0811 CONTACT: RASHMKA PATEL, AA ARCHITECT JOBMIANIVO PLANNING AND DESIGN 510 CLOUD PEAK OR. RAPID CITY, S7 57702 (605) 977-4804 CONTACT: MARK JOBMAN, PL , DAR BDYLE PROJECT MANAGER (720) 255-9294 a Ia :7L10]dtN 1U22F2022 01:54:37 PM 7 PN8(3) JEFFERSON COUNTY, Colorado IDG�' OP _ MAW INDEX SWEET DRAWING TITLE SHEET NO, CV40 CM SHEET I C-1.0 SITE PLAN 2 3 PH-1.0 PFWTOMEIRNS PLAN L-1.0 LANDSCAPE PLAN 4 L-20 LANDSCAPE DETAILS 5 A-3D EXTERIOR ELEVATIONS 6 A-3b EXT W ELEVAIM 7 — 1 OWNER'S CERTIFICATE THE BELOW SGNED OWIER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT RE PRUPENTY LEGALLY GESCIM NQIECH WLL BE DEVELOPED AS A PLANNED GLMOPMENT IN ACCORDANCE WTH PINE USES, RESTRICTIONS NO CONDITIONS CONTAINED IN THIS PLW AND AS MAY OTHERWISE BE REMO BY LAW. I (W:) FURTHER RECOGNIZE THAT THE APPROVAL OF INS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT, VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 25-121 OF TIE WHEAT RIDGE CODE OF LAWS. US RETAIL PARTNERS, LLA A DELAWARE LIMITED LIABILITY COMPANY BY: U.S. RETAIL PARTNERS HOLDING, UA A DELAWARE LIMITED LIABILITY COMPANY, ITS SOLE MEMBER BY: cm -REGENCY, UA A DELAWARE LIMITED UABIUTY COMPANY, ITS SOLE MEMBER BY: REGEIM CENTERS, LP., A DELAWARE LIMITED PARTNERSHIP. ITS MANAGING MEMBER BY: REGENCY CENTS CORPORATION, . rA FLORIDA KOAPOMTION, ITS GENERAL RAL PARTNER- BY: JM____ii1k,,o - 5 . _ WHAM awaA7H N FART. MARKET OFFICER OWNER NAME TITLE STATE OF COLORADO ) )Ss COUNTY OF JEFFERSON THE FOREGOING INSTRUMENT WAS AC NOWLEDGED BEFORE ME THIS l.�..DAY OF 04 A.D. 2011 BY V� LU Tnvwl�nwL,�a,41r,,v iu.-pr-�sRd oial- WITNESS MY, AND OFFICIAL SEAL MY COMMISSION EIIPIRE.S: '�oyf YLC� �¢LhitYS COYp 7 on.atnaN NOTARY rLmaD WD E IP pp2pnt313 w,WiNDSNda,amx SURVEYOR'S CERTIFICATE _ U uCA. HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF VALVOLINE APPLEWOOD VILLAGE WAS MADE BY ME OR MICHAEL WARD OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN `L•' !, ACCORDANCE WITH ALL APPUCABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMP ACCURATELY REPRESENTS SO SURVEY. _JlA w �1j , J (SURVEYOR'S SEAL) SONAR.. COUNTY CLERK AND RECORDERS CERTIFICATE STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) I ROM CERTIFY THAT Tg PAR! WAS Fk-ED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORA00, AT 1 : Sy O'(XOGC M. ON THE = DAY OF NA ht� �D., IN BOCK PAGE , RECEP110N NO 0 b YY '00h �4q .c.�ta-....:pC,'4.�. JEFFERSON COUNTY CLERK AND RECORDER ti;y�• n!: Y. DEPU =44 PLANNING COMMISSION CERTIFICATION '?fc:,VED THIS 1-10_ OAY rV 'La. .. BY THE WHEAT RIDGE PLANNING COM-1, •: CIVIL ENGINEER RIDGETOP ENGINEERING _. 5C E. GARDEN DRIVE UNIT N WINDSOR, CO 80550 R (970) 663-4552 CONTACT: MICE BEACH, P.L CITY CERTIFICATION APPRUVFD THIS -: DAY OF ... - ..''• :- �' Q� BY THE CITY OF WHEAT RIDIE. Ns veMher U.S SURVEYOR ATTEST 4929 RIVERWND POINT DRIVE EVANSVILLE. INDIANA 47715 1&j��_ 1-800-067-8783 �yTy CffY M CONTACD MICHAEL WARD ARTY DEVELOPMENT DIRECTOR -Wt is ENGINEERING & S11RVE7'ING 541 F. Gddn D K T "MJ U*N W ndgdlpenG vem, CD em IZ Know what's below. C811 before you dig. VALVOLINE APPLEWOOD VILLAGE 12801 WEST 32ND AVE WHEAT RIDGE CO, 80033 GREENBERG FARROW 201 E. 4TH ST. LOVELAND,CO 80537 SITE DEVELOPMENT PLAN DRAWN B CHECKED BY: MRB PROJECT NO.: 21.171i001 COMMENTS 1842_1_ COMMENTS 313/22 COMMENTS 4Wt22 MYLAR W14M 08/16/2021 COVER SHEET CV-1.0 1 7 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #19 A SPECIFIC DEVELOPMENT PLAN WITHIN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO A PART OF THE NW %4 SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. 50' WATER EASEMENT ! i — ---^--�-71 t I � WORK N THIS AREAPER AGREEMENT WITH ` I 1 ADJACENT LAND OWNER 1 c'OMCRM HIOI t � (i 2' SIDEVAUK CHASE - - 18' .. ` 06' 204E "226.6D' W 1 YJ 10' D►INNM�E 7FJSEMENT t W ACC�SSBL.F ROUTEEASEW "STOP' SIGN LL W a )I j- W -- -•-'Y y W / - 10 PSC �• W AND STOP BAR / EASE W y �. j 92'R\ 10'R '_'_ S,R.. `. ?� 10R t ` "NO PARKING - II _ W y W 1 O FlRE LANE" SIGN 4' CONCRETE m ADA RAMP W DRAIN PAN 1 _ - ' / S2 iro Al 4I B ^-�• r✓�, CUNB SCUPPER. i I I / 65.21' r ;''i • 2' GRADE SHALLOW r I I 50' CIAWC EASE SWALE IN REDUCED TO'30' / i �15 �, W . mod• LANDSCAPE ! II A._°' 4411- _t W �15'R. B'R -�� -- �p i ��I PARkRIG W 0 ' _ -;. � � I .��.�.l !- jr----- 1. ANDSTOP' SIGN. STOP BAR ,i Vt W W W �' y a' ..6Ti '" m TRASH ENCLOSURE .. _`i „W W 'STOPAl.E RWTE (PER ARCH. P/1' 1ncE 4 26'R W ADA RAMP aW a W �- 4 CdJtltETEF )jl 6'3• --� - .ti aA a �' ` �S13' 21'-#4'W' g _ _ „ 24' -Fi 14.04 I BRAIN PAN+. HO'53 5'R 1lY IW W BIKE RACKS, ; I ,10'R UMN310400 £ .� _ STOP BAR; W y: i I� ,- 41.17'R.r y ADA RAMP T ADA RAMP 5'R - : I I 1 I I _.. EASE i 4' CONUYtETE •-� y, I ; L 1 , + T `I, I f I DRAIN PAN RETAIL ACCESSIBLE RQUIE �� BUILDING 14 23'R ( �- 32000 SF 215'R W 0i i I I W I r• _ _ I - I, COVERED AREA 1 •� (SEE ARCH. PLANS) ! 50' 51, 46"0 [] W 1 W I W PERGOLA WALL --STAMPED CONCRETE W 61.94' I _ 1Q'..I AND COLUMNS 5 „18.32'iSTORM SEE ARCH PLANS �n W i EASEMENT ! •" •1 •" I PEDESTRIAN ROU1I EASEMENT ! W EG STORM I it \ i t SB9' OV 101X 93 .•I.142"7i .. __. ._. I..+R 9j 9569' OS' 36'W . W ** W Y W - r i WAY DEDICATION Row DEDICATION'HE ROAD PLANS TOF TSACCESSIBLE ROUTE IMPROVEMENTS _ - W 32ND AVE ...--- --- VARIABLE WDTH RIGHT OF WAY .F x . •-��- 32ND CENTERUNE r�r R R IDGE1OP ENGINEERING & SURVEYING u� e. cam, tHre T mTm es+'ese lNi[N W rilpebpvgcan N9Msor. CO BO550 S:: - LEGEND PORTLAND CEMENT CONCRETE PAVEMENT /® BUCK "COLOR TOP" CONCRETE SEALER BY SHERWIN WILLIAMS ASPHALTIC CONCRETE PAVEMENT VALVOLINE CONCRETE SIDEWALK APPLEWOOD I PERMANENT LANDSCAPING (SEE LANDSCAPE PLAN) VILLAGE - - PROPERTY LINE EDGE OF PAVEMENT — - CURB AND CUTTER - - - - - - - - SAW CUT BUILDING 12601 WEST 32ND AVE AMSIB E ROUTE WHEAT RIDGE CO, 8D033 i - PEDESTRIAN ROUTE ... . s UGHT POLE (SEE PHOTOMETRIC PLAN) GREENBERG �= TRAFRC FLOW ARROW (PER MUTCD) FARROW j PROPOSED PARKNG SPACES > eauRDs `1 V 201 E. 4TH ST. i LOVELAND, CO 80537 ,1,lycai i s SITE DEVELOPMENT PLAN DRAWN BY 3 CHECKED BY: MRB PROJECT NO.: 21-179-001 COMMENTS 112121 COMMENTS M2 ---+- COMMENTS 42722 1 MYIAR 511422 0 em®IetDa — DATE- 1 Inch = 20 n• 08/16/2021 SITE PLAN • 1 C-1.0 Know. whafs below. Call before you dig. 2 of 7 RXRWE - SEE L. S1 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT 1111DGE .OP SPECIFIC DEVELOPMENT PLAN AMENDMENT #19 541 E. G1i E.GftMD ft SURVEYING akrn OMe, T do B61.a562 UnkN W 4dTfap�.can VAndwrr OD 60550 r A SPECIFIC DEVELOPMENT PLAN WITHIN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO A PART OF THE NW %4 SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. y { N89' 06' 20`E A �l 226.80' o 'o.o o.D o.o o,D `D.D 'a.o *0.0 'oo 40.0 0.0 ', 40.0 40.0 40.0 0.0 '0.1 '0.1 '0.2 '0.4 '0.4 '0.3 '0.2 '0. _,1 40.0 0.0 0.0 40.0-*0.0 *0.0 40.0 0.0 .0 *0.0 '0.0 ko 0,0 *0.0 CA, 0.0 ' 0.0F:10. 0.0 0.0 T0.0_ 0� 0 40.1 0.2 0 0.7 0.8 '.. a5 .. -0.2 0.1 ' 1 0.0 0.0 0.0 j 0.0 0.0 0,0 0.0 .0 -0.0 0.0 OA 0.0 *0.0 00 *00 0.0 ±D.D '0.0 `0.1 '0.1 '0.1 `0.4 1.1 a.x *15 '1 -- 0.2 '0.2 '0.1 '01 *01 '01 0.4 .0 *0.0 40.0 d00 0,0 '0.0 0.1 0.1 '0.1 '02 'D.5 '114 '25 '' , s %7 '1.0 0.5 `04 0.3 '0.2 02 'a2 • *D.1 'o.I e -_ ` 09 00 0.0 �'0.1 '0.1 '0.2 '0.3 *0.5 '1.2 '2.6 '6.2 '3.2 %4 '0.8 *0,6 '0.5 '0.5 '0.5 !'OT "4.4 '0.4 *0.3 'D.2 *Oi .t 0.0 �0.0 t0.0 0.0 0.0 �0.0 0.0 '0.5 0.8 1.7 ' *6.5 '4.D '21 '1.0 0.6 '0.7 'a 0.9 'o.9 I'a.e 0.6 'o.] '0.4 '0.2 0.1 .}II 0.0 'D.o 'o.o 'o.a on' oo II'�.9 *0.0 i '0.1 *02 '04 '10 ' '3.3 39 '1.9 D.e OQ 65, 09 '1.3 *1.6 *1.9 `1.2 '0.8 �0.3 '0.2 `.'{I 0.1 00 00 d00 bOp i0.0 001036"W 0.0 . ` .i '0.1 '0.2 '0.4 �� 1.5 '1,8 '1.3 {1.4 _ IIiL I `0.9 '0.4 '0.3 40.5 *0.8 '1.8 '19 '2.81 r'.5 18 '1,5 '0.7 1D.3 '02 ' .{ 65.21' 0.0 0.0 0.0 40.0.0 0.0 0,0 .1 '0.1 '0.2 0.8 '0.8 *0.9 '0.7 '0.4 *0.3 '0,3 '052.5 -] '2,3 '0.8 0A '0.2 ' .1 0 .0 0.0 . 0.0 *0.0 9 I 0.0 .1 '0.1 '0.2 '0.3 '0.5 *0.5 *0.5 '0.4 '0.4 '0.4 1.1 '1.9 `2.4 '33 '3.3 '2.2 '1.8 .A U.d '02 *0.1 *0.0 0 i.0 0.0 fi 11 'O1 '02 '0A '04 '0. 0.5 '0.5 '0.5 '05 '0.5 '0.• 'DA '1.1 '1,7 *2.1 *26 '2.5 % 1,6 ' *A4 '02 *i1. 0.1 io.o a 0,0 I. 7r~J .•rl '0.1 *0.1 I _ *006 '0.7 07 '0] .� 'Q3 '0.5 *0A '15 '1.3 '1A '1.3 . '07 '0.7 '06 .. i.., *2.0 '1.8 '14 104 '0.3 0. �1 1 '1.1 *1.0 '0] '0.7 '1.8 12 �23 . *20 '1.5 1.3 '0.4 *03 '�1 I '0.1 *0.0 -.0 �1 0.1 *0.0 od -o.o NO' 53' 40'W- '0.1 - 41 '0.3 '0.5 *1.1 '1.4 *20" '' I - '.zz j4.0*1.9 '15 ' 'DA *02 t' `0.1 �0 0 0.0 .•- 04°W '� 7e 'J1188.67' '0.1 03 '0.8 '1.4 '1.8 4 .B .3:8 �' ' '3.1 '96 'S1 +• '3.3 '2.1 '1.7 ' `0.4 '0.2 ''1, 0.1 4 0.0 d0.0 64. q� - wlrrae -"_��9 I L' '0.1 Q3 0.6 *1.5 2.0 3.1 0.7 *0.4 '0.2 *]. 0.0 1100 0.0 '0,1 1 0.3 05 *1,2 't8 *1 '2A R,2,- L '5,6 *50 '3.9 '3.3 *2.0 *1.6 *0.7 0.3 *0.2 *o O.D * � 00 CT !, ` 'O1 1 '0.3 05 '1.0 1.3 �1.! '1.9 3.5 3.2 3.2 2,6 '1.] '1.3 *0.8 0.3 '0.2 '} '0.1 } 0.0li '0,1 / 1 '0.2 �.4 '0.6 '0.8 �.O '1.0 RETAIL 2.2 *2.3 '2.2 *1,8 '1.1 *0.9 '0.5 *Q3 '0.2 'a ,� 5 '0.1 t 0.0 w` �§ BUILDING ';.. '0,1 1 '0.2 1 '0.4 'Os .� '0.7 •D:7 tP00p j 2.7 '2.0 '1.6 %1 '0.7 *0.5 '0.3 0.2 'OA•'r .1 *0.1 ' 0.0 1 w �/� *0.7 •r0 4.2 -3.2 %5 '0,8 '0B '03 *0.2 }1.i ' ,1 '0.1 - - '0.1 40 0.0 i 50' 9' 46'E , Q LU *0.1 *O1 01 'D.2 0.4 ' - ' .e • '3,9 '3.4 '15 '07 *0.3 '0.2 '0.2 iQi '0.1 '01 _ 61.94 '0A '0 .0.0 jr. 4 't I .7i Q . �' '0.2 '0.3 0.5 1 *1.7 '2 S89' p8' 10'W� 2.1 40 3.1 1.3 0.6 0.3 'Q2 '0.2 ID.2 '0.2 '0.2 142.71' - '0.1 '0 '0.1 0.2 ■ .0 - z t1.0 '06 *04 '03 '0.4 105 06 05 0.3 '0 I *0A Q I1 LL "°�.� I *0.1 . . . . . '03 '06 '09 *12 13 17 24 :: 7 1A 2.5 0 '3./ 28 1.B -1.0 0.8 `0,4 O.S '0] 0.B '09 09 '0.6 '0� '0.2 ! I I � a 0.1 1 0.4 !04 '0.9 '1.0 '1 2 '1.3 '1 2 : 8 '1.2 '2.8 ']4 '28 18 1.4 *0.9 0.5 '05 0.6 0.8 as 0B :4-4 _ 0.2 11 T.- `a.z e•.. • Di.�l . -- ,. ,,.,pp - S89 D t - .'a. '.03 D.e a t�`N.z- D6: 'Da y,9�D�, '+n D8 „pe6 a .upR =B3 z 'Dzj1A D.2 "8�] 10y4.42'S'. '0jI '03 '05 -'07 198 1i0 OS 'OB o.8 „"'DB 'U.O. 0.9 ._'vo. aa.--O.a-'oA--'0:6 �`O.a 0.4 -''DE- `a7 4AS *0.7 0:7 '05-.'02 01 0.2 '0A '0.7 '0.8 0,9 0.9 0.8 0.6 0.5 '03 'Q9 034 '09 0.9 0.7 '0.4 '0.3 0.3 '0.5 *Q7 :0,90.9 'O.9 _0A '0.3 '021fNO' II' 07W-r'O1 '0.2 *03 '05 '06 '09 '0A ! *0.6 '04 *D4 '0A 'a6 '0.9,'0B 0.]� *US '0.3 *02 702 'D3-' 05 10.7 D7" *0.6 0.4 0.2 0.1 W* 3�ND AVE '0.1 '0.1 '0.2 *0.2 '0.3 '0.4 '0.3 I *0.3 '02 '0.2 '0.3 '0.3 *0.4 *0.4 '0.3 '0.3 0.2 �0.2 *0.2 0.2 0.2 0.2 0.2 '02 0.2 0.1 0.1 VARIABLE VADTH RIGHT OF WAY I 1 i -A 4 44 SINGLE ABSOLUTE 1.0 Eff-A4730 10 .C36 3 46 SINGLE ABSOLUTE 1.0 EA..S03_C5SW750 18 .0C 1 50 SINGLE ABSOLUTE 1.0 EALS03 C1AN750 18 00 3 50 SINGLE ABSOLUTE 1.0 MOUNTAIN STATES CY11T4 SERIES' 14.7 ' LIGHTS TO BE INSTALLED WITH ROW DEVELOPMENT [CEWIATTON SUMMARY AVG YA1f MN7 SITE 0.8 8.5 0.00 4C� 1 Inch - 20 ft. ^' ON -SITE LIGHTS ROW LIGHTS [USTDNERNME v,JM Wne.__ oWxMO Nuinbn- e� GE C!#!9'@nt oft DainbBBcamPafO' EWN B 7 vT M««erl« no br orMra6 a«urv[NW ON -SITE POLE AND BUILDING MOUNTED LIGHT SPECS a Know whaft below. Call before you dig. VALVOLINE APPLEWOOD VILLAGE 12601 WEST 32ND AVE WHEAT RIDGE CO, 80033 GREENBERG FARROW 201 E. 4TH ST. LOVELAND, CO 80537 SuEMI`AL - - SITE DEVELOPMENT PLAN DRAWN BY! JS CHECKED BY: MRB PROJECT NO.: 21-179-001 _r 1149VAlOif COMMENTS 10129M COMMENTS 3/3/22 COMMENTS 4t27122 MYLAR 6114R2 08/8'/'1`66'//2021 I PHOTOMETRICS PLAN i91FiZ Tk�l: PH-1.0 3 of 7 B N 0 N J J (n 0 0 I— z 0 w 0 w � A J W C� n 0 0 1 2 LANDSCAPE PLAN SCALE: 1 "=20'-O" i Ill �/------- 00 100 r �s I DOUBLE CLEANOUT I �� RIM: 5516.35' �' , IE N: 5514.88 4' W'I \j 14LF 4' PVC 0 4.M% IE OUT: 5514.88 4" E'll `..I 3 4 5 WHEAT RIDGE LANDSCAPE REQUIREMENTS - 1 TREE / 1000 SF OF LANDSCAPE AREA. 10 SHRUBS 11000SF OF LANDSCAPE AREA LANDSCAPE AREA MIN. TREES REQUIRED MIN. SHRUBS REQUIRED 14,028 SF 16 160 16 205 STREET FRONTAGE TREES REQUIRED (1TREEI30FEET OF FRONTAGE) TREES PROVIDED 6 TREES Y TURF AND LANDSCAPE AREAS EQUALS 16,723 SF OF THE TOTAL SITE, TOTAL SITE IS 36,805SF. LANDSCAPE AREAS ON THIS SITE IS ABOUT 35% OF THE TOTAL SITE. TURF AREA ON THIS SITE IS 4,184 SF. THIS IS 25 % OF THE TOTAL LANDSCAPE AREA. PLANT SCHEDULE TREES BOTANICAL/COMMON NAME CON7 CAL SIZE CITY 0 Ara, rubrum I Red Maple B&B 2.5" 5 hr- Gleditsia tAacanthos/Honey Locust S&B 2.5' 12 • ,I-. pungens'Glauca'/Blue 0.10 .Spruce B&B 8'x12' e SHjjjR```UUB\��S BOTANICAL I COMMON NAME CONT 'i�`•'�) Calamagrostis x ecutilbm'Kad Foerstee 1 Karl Foerster Feather Reed Grass #5 48 Euonymus elatus 1 Burning Bush #5 18 Hemerocallis fulva I Orange Dayllly #5 35 j' �f•�j `S Junipews chinensis'Armstrongii' /Amatrong Juniper #5 38 •�7 Panicum Nrgatum / Switch Grass #5 15 Rosa pavement'Purple' / Purple Pavement Rose #5 82 0 Rosa woodsii / Mountain Rose #5 29 SOD/TURF/GROUND COVER SYM QTY COMMON NAME y ' i/.4,184 SF FESCUE HYDROSEED AREA. (MAINTAINED LAWN AREA) -/-9,844 SF RIVER ROCK MULCH 2"-3" DIA.(3-4- DEEP) GENERAL LANDSCAPE NOTES: SEE SHEET L-2.0 FOR GENERAL LANDSCAPE NOTES, REQUIREMENTS, AND SPECIFICATIONS. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES. C LNING I erchgeclure Obman STUDIO piannng+design p: B05 877.4804 a : 5825 Cloud Peak Dr. maap.d CRy, BD 57702 e: rkCklob—tutl com PROJECT aeNMER: WRJC —.PU QQ 0001qu 9 �0� 2' 17/3I YX72 Original Date d tkeinura l U NDSCAPE �oS 8S� lZ0a a 3f C k0 0 r u g$ N S� "a� Z I oz 22 w 0 5' 10' 20' _ s SCALE:1 "=10 —0 �2 tr 0 0■ W 0 �Q i U J_ V Z cc Z CD C 3 Z W Z :3 O J a a BY: MRJ-EDS TITLE: SDP - LANDSCAPE PLAN L-1.0 1 3 4 4 5 6 CV CD CV U J J vi 0 0 z c� LLJ r-,) LLJ a�J A J W ry n 0 U M1 �— TREE AS SPECIFIED. 'CINCH —TIC, "GRO—STRAIT', OR b EQUAL FLEXIBLE RUBBER TREE TIES IN FIGURE EIGHT FASHION. ATTACH TO STAKE WITH TWO GALVANIZED ROOFING NAiiS. W - 2" DIAMETER LODGEPOLE PINE TREATED TREE STAKE. SET PERPENDICULAR TO PREVAILING to WIND. al REMOVE NURSERY STAKE BY THE n END OF MAINTENANCE. gE III Ili —I ROOT —III III_ III— r z �L I — - BACKFILL PLANTING AS PER PLANTING DETAIL. AVOID DAMAGE 70 THE ROOT BALL WITH THE SUPPORT STAKES. STAKING DETAIL SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. PLANTING AT d -, PLANTING AT TURF AREAS. SHRUB AREAS. KEEP TURF CLEAR FOR A 11 _-- — KEEP MULCH B" — B" RADIUS CIRCLE AROUND THE TREE. MULCH WITH A 3" THICK ! FROM BASE OF TREE. LAYER OF SHREDDED BARK. — MULCH WATER WELL AREA TO 3" DEPTH. RECESS TURF AREA -- B" HIGH WATER 1" TO ALLOW FOR MULCH f WELL AT SHRUB !- AREAS FINISHED GRADE AT LAWN — FINISHED GRADE r- AT SHRUBS. + 111— �— _ ROOTBALL _— III -III —I Q66 a ¢ �Ne o — PLANT TABLETS AS I wan n �� NOTED OR SPECIFIED. BACKFILL MIX, SEE '32" 2X ROOTBALL NOTES AND SPECIFICATIONS. AT 15 GALLON — NATIVE SOIL MIX 48" AT 24" BOX FIRMLY COMPACTED. 60" AT 30" 80X 72" AT 36" BOX PLANT PIT DETAIL 1 TREE SINGLE STAKE PLANTING 1" = 1'-0" FX-PL-FX-TitEE-01 Shrub. =16, 4" layer of mulch . No more than 1" of mulch on top of rant boo. (See specifications for I \\\ mulch). FINshed grade. f Modified sod. Depth wades. (See - spetlf tinre for sell Roo[ ball rests on - SECTION VIEW sting a remmpacfed sod. - Root ball. 4" Ngh v 8" wide routs -topped soli Coro above root ball surface shah be Icostrutt ed around the root bag. Bat all begin at root bill perphery. a aroma to mulching, lightly tamp sob - the mot Cali in 5" Nfts to brace sMb Do ratover —p-L Wrier the panting role has been badAl d, pour / around the rot bad to settle the sell. Edging soil. 'L Notes: I- Shrubs shall be t quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail. SHRUB - MODIFIED SOIL 3 314" = f-W one x FX-PL-FX-SHRB-03 �}- 2 - 3" thick layer of mukn � // —r- Rnshetl grade. Modified sal. Depth varies. (See a"iF,atlons for sal modification). Exstirgs 1. 1'�7—'+r I SECTION VIEW Ground—, pants W be g - triangularly spaced. Mulch.— V Pavement.— = PLAN Notes^ 1- See Planting legend for gmundcovar species, she, and spacing dimension. 2- Small rots (Y" or less) tit grow around, up, or down the root bail periphery are considered a normal condition in container production and are aasptxMe however they Q=W be eliminated at the Nme of panting. Rots on the pedparhy can be removed at the time of panting. (See root lull shaving container dNall). 3- Settle sol around root ball of eadi groundcover prior to mUching. aPwmaP� oas ( D _GROUND�COVER�.... 3/4" = 1'-0" FX-PL-FXGROU-01 LIVING I archdeature pbman STUDK) planning -design P. : 805.877.4804 5825 Cloud Peak Dr. R.pidCly, SO 57702 ma e: rkQ bmansludio.com P—.TMINAOER: MarkfOBllMI. PLP Q�000 4v - v 2,r2sz ,ud 1= 062_1 Date of Lieemwre U G NDSCAPE . _ 7/2i <Di2 ¢ r $ O _Z.—.. O ���ggg�gggggggg fibs a r � lea co � s fil 3 i20S I z r z U W Z Q � U J_ O0 z r C Z d a 3 W Z J O J a X N PROJECT NUMBER: 2021—C LIJ A DRAWN BY: MRJ N CHECK BY: MRJ—EDS SHEET TITLE: W LANDSCAPE PLAN Q z_ C� 0 L-2.0 1 2 3 4 ALUMINUM COPING & FASCIA (TYP.) T 0. TOWER T.O. CANOPY a14 A'�%F.F— WOODEN TRELLIS AND COLUMNS T D STONE PIER A N1 TO SILL M' A.PT. STONE WAINSCOT T.O. SLAAB F �1 RIGHT ELEVATION ISOUTH) 734' BUILDING FRONTAGE FLANGE MEETS MASONRY (,PROPERTY FRONTAGE 182'-3" X 40%=72-9" BUILDING FRONTAGE REQUIRED) TA. ACCENT 4� AF.F. 8.0. AC-iRTCEN_b- LO.AC F.F.T. FACE BRICK CONT. PRECAST CONIC. SILL T.O- STONE PIER T.0. 111E Ham' — STONE WAINSCOT T.D. S AB n.. k3. ----------------------- } ALUMINUM COPING &FASCIA PING �f ItFASCIA I r/J I I �°- W STUCCO FACE BRICK ALUM. COPING AND I I FASCIA (TYP.) +.O. PARAPET ` 7'$A, . STUCCO WOODEN TRELLIS, SEE DETAIL SA-6J .-..` FACE BRICK SECURITY CAMERA SEE SECURITY PLAN SOLDIER (3 COURSES) T.O. ACCENT A'F. 1 I.` O. _ TNO .CAPY !I 'I $A. II 7j l I,ir B.O. ACCENT T -i-rr'�' 1 S ..-�—� 1 ) — WOODEN TRELLIS AND COLUMNS (BEYOND) z r r FACE BRICK CONT. PRECAST CONC. SILL �¢41-�i rtr'i"��� Y 12-4� STONE PIER AFF. 70 SAFE. O 'T_� - J i �� rr` II T.O. ST,TON PIER SILL I II I li 9 I STONE WAINSCOT II hT.O. SLAB II I :_� -!P - II II T 0. SLAB Y�'A.F.F. . ..._.. — - -_— Dom' SECONDARY OVERFLOW DOWNSPOUT -- HOSE BIB SPANDREL GLAZING ACCESS PANEL, CONT. SEALANT NOZZLE FOR 3" PIPE THROUGH EXTERIOR REFER TO AROUND ENTIRE FRAME WHERE WALL APPX.24" ABOVE GRADE. REFER TO PLUMBING FLANGE MEETS MASONRY DETAIL 4/A3.2 & PLUMBING DWG DRAWINGS �1 LEFT ELEVATION MOR,TH) l L f SCREE 17�L.. - 1,-0•, uww.9reanbar9larrow,cem 251 West 3091 Street 1 Oth Floor New York, NY 10001 t: 212.725.9530 n+. oaww r n. wao.p a u. mow nrwwd rr.r.+nr .r r na ro a .r Ior oM PvPaw oNr 8qn BM p. and tlb nvrrd IwW, aM a npadrpld h 4re martyr vRNari tlw 4� wlba OealMa ♦fare ih R1lmlrrtl fv' ss $@g 8 N ELEVATION NOTES SI. NOT USED. p 2. SIGNAGE SHOWN ON THESE ELEVATIONS IS FOR GENERAL REFERENCE. PURPOSES ONLY. ALL SIGNAGE SHALL BE APPLIED FOR & PERMITTED UNDER A SEPARATE SIGNAGE SUBMITTAL. 3, G.C. SHALL PROVIDE BLOCKING IN STUD WALL BEHIND EACH SIGN AS REQUIRED BY SIGN VENDOR - FIELD VERIFY REQUIREMENTS W/VENDOR & OWNER'S REPRESENTATIVE. 4. ALL FLASHING, DRIP EDGE ETC. SHALL MATCH MANUFACTURER'S STANDARD DETAILS. PROVIDE VENTED RIDGE CAP WHERE SHOWN. S. NOT USED. w 6. ALL MASONRY WITH CORNER EXPOSURES TO HAVE PROFILE AS FACE OF THE STANDARD MASONRY PRODUCT, NO CUT SURFACE ARE TO BE EXPOSED, Q W M =Zp SIGNAGE SCHEDULE -iLLJ >00 NUMBER DESCRIPTION SIZE ILLUMINATED QUANTITY O Q O LOGO SIGN 7'-8' X 5'-11' (45 S.F.) INTERNALLY 3 Z Z PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR ® ccn LANE INDICATOR SIGN I KrHY' X T-0' (10,00 SY) NO 3 PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR Z OPEN SIGN 2'-71/2" X 111/2" (2.52 S.F.) INTERNALLY 2 LLJ PROVIDED BY OWNER, INSTALLED BY G.C. Z W d:5] MONUMENT SIGN REFER TO SHT. A-10a INTERNALLY t O O PER LOCAL AND DEVELOPMENTAL RESTRICTIONS LOGO SIGN 4'-11' X G-S" (31 S.F.) INTERNALLY 0 J J PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR EXTERIOR FINISHES STUCCO: COLOR: k627A',WIUGHTGRAY STONE WAINSCOT: MANUFACTURER: HALQUISTSTONE (GRADE TO PRECAST SILU "CHARCOAL STAKLEDGE" RdwcnelSrl FACE BRICK (ABOVE WAINSCOT): INTERSTATE BRICK - "MIDNIGHT BLACK" LIGHTTEXTURE FACE BRICK SOLDIER COURSE: INTERSTATE BRICK - "MIDNIGHT BLACK'UGHTTEXlIRE �PN00 PRECAST SILL: CUSTOM CAST STONE -"SLATE' (REFER TO SILL PROFILE) � MORTAR: LEHIGH-"OLD COLONIAL' I' MASONRY SEALER: ALL MASONRY SURFACES SHALL BE TREATED W/SEALER REFER TO SPECIFICATIONS. 4?CH176�a-` WOOD TRELLIS & ONE COAT A-100 PRIMER, TWO COATS A-100 EXTERIOR Z,123 WOODFRAMINGMEMBERS: LATEX SATIN.COLOR: SHERWIN WILLIAMSSW-6079DIVERSE BEIGE PajeciNa, 20191263.0 COPING PAC -CLAD SNAP EDGE EXTENDEDFASCIA02-1/2'1 Swk AS NOTED AND TRIM: PAC -CLAD COLOR"SLATE GRAY" TRIM COLOR TO MATCH PAC-CLAD'SLATE GRAY' D.. $$ RP/RW STOREFRONT SYSTEM: 2x4 V2" KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED Rorermiwul hrdnye SCOTT LOIKITS ALUMINUM STOREFRONT SYSTEM W/1" INSULATED GLAZING AND SPANDREL GLAZING WHERE USED. H.M. DOORS, FRAMES, FIELD PAINT w/SHERWIN-WILLIAMS 866-310 PRO-CYRL LADDER, & CAGE: PRIMER FOLLOWED BY (2) FINISH COATS OF 866-300 SHER-CYRL HPA. COLOR SHALL BE SW-7515 "HOMESTEAD �/ BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/OWNER. EXTERIOR O.H. DOORFINISH: CLEAR ANODIZED ALUMINUM EXTERIOR uc PARKING LOT STRIPING SHERWIN-WILLIAMS MTM226 SETFAST TM PAINT. ELEVATIONS COLOR SHALL BE "WHITE" HANDICAP STALL STRIPING: SHERWIN-WILLIAMS 4TM2133 SETFAST TM PAINT. COLOR SHALL BE "ADA BLUE'. vdna Na. A-3a &FR NT E VATIONCALE: 114" =1'-0" ALUMINUM COPING & FASCIA (TYP.) hT.O. TOWER NOTE- CENTER SIGN ON TOWER, BEYOND. FIELD VERIFY ALL CONDITIONS STUCCO LOGO SIGN (600) FACE BRICK WOODEN TRELLIS V CANOPY V 14'-0' A.F F. FACE BRICK SOLDIER (3 COURSES) FACE BRICK �T�O._$TONE PIER A7 T.O. SILL M' A.F.F. STONE WAINSCOT — — — T.O. BLAB ELECT. EQUIPMENTI DOWNS POUT NOZZLEFOR 3" LIGHT (FOR REFERENCE ONLY) PIPE THROUGH EXTERIOR WALL APPX.24" ABOVE GRADE. REFER TO DETAIL 4/A3.2 & — REAR PLUMBING DWG. A ELEVATION(EAST) TO. PARAPET 21Z" A. . — ALUMINUM COPING & FASCIA (TYP.) STUCCO LANE INDICATOR SIGNS (501) TYP. T.O. ACCENT ] 14-LY`A.F.F. B.C. ACCENT 2L" FACE BRICK SOLDER (3 COURSES) — WALL MOUNTED LIGHTS OVER DOOR — FACE BRICK CONT. PRECAST CONC. SILL T.O. SILL' -4'1 A€�� STONE WAINSCOT r& BLAB' Of 251 West 3Dth Street 10th Floor New York, NY 10001 t: 212.725.9530 Tni. aar�c a u» woP•r6 m m. eeo.. m om wrn� alw mop tm .R«m� W �wAw� mwmwm a�i'arxem ro• wVtPA�u. eR•.. Y Nwra�e ELEVATION NOTES w 1. NOT us60. 2. SIGNAGE SHOWN ON THESE ELEVATIONS IS FOR GENERAL REFERENCE PURPOSES ONLY. ALL SIGNAGE SHALL BE APPLIED FOR & PERMITTED UNDER A SEPARATE SIGNAGE SUBMITTAL. 3. G.C. SHALL PROVIDE BLOCKING IN STUD WALL BEHIND EACH SIGN AS REQUIRED BY SIGN VENDOR - FIELD VERIFY REQUIREMENTS W/ VENDOR & OWNER'S REPRESENTATIVE. 4. ALL FLASHING, DRIP EDGE ETC. SHALL MATCH MANUFACTURER'S STANDARD DETAILS, PROVIDE VENTED RIDGE CAP WHERE SHOWN, 5, NOT USED. Lu 6. ALL MASONRY WITH CORNER EXPOSURES TO HAVE PROFILE AS FACE OF THE STANDARD MASONRY PRODUCT, NO CUT SURFACE ARE TO BE EXPOSED. 0 Q W M = Z O -i>00 SIGNAGE SCHEDULE 1 0 Q 0 NUMBER DESCRIPTION SIZE ILLUMINATED QUANTITY _ ZZW c Q M r Q 600 O LOGO SIGN T-8" X 5-11" (45 SF) INTERNALLY 3 PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR 601 LANE INDICATOR SIGN 19-7 X 1`12' 00,00 S.F) NO 3 % Z W W i- PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR OPEN —SIGN- T-71/2" X 111/2" (2.52 S.F.) INTERNALLY 2 Z Q W J V = JQ Q PROVIDED BY OWNER, INSTALLED BY G.C. MONUMENT SIGN REFER TO SHT. A-lo. INTERNALLY 1 PER LOCAL AND DEVELOPMENTAL RESTRICTIONS LOGO SIGN 4'-11' X 6'-5" (31 S.F) INTERNALLY 0 PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR EXTERIOR FINISHES STUCCO: COLOR s627A TWILIGHT GRAY STONE WAINSCOT: MANUFACTURER: HALQUIST STONE (GRADE TO PRECAST SILL) "CHARCOAL STAKLEDGE" FACE BRICK (ABOVE WAINSCOT): INTERSTATE BRICK- "MIDNIGHT BLACK" LIGHT TEXTURE FACE BRICK SOLDIER COURSE: INTERSTATE BRICK -"MIDNIGHT BLACK" LIGHT TEXTURE PRECAST SILL CUSTOM CAST STONE- "SLATE' (REFER TO SILL PROFILE) F" MORTAR: LEHIGH-"OLD COLONIAL' MASONRY SEALER: ALL MASONRY SURFACES SHALL BE TREATED WiSEALER ' - REFER TO SPECIFICATIONS. WOOD TRELLIS ONE COAT A-100 PRIMER, TWO COATS A-100 EXTERIOR Zt23,ZZ. WOOD FRAMNG MEMBERS: LATEX SATIN. COLOR: SHERWIN WILLIAMS SW-6079 DIVERSE BEIGE Plq-Im 20191263.0 COPING PAC -CLAD SNAP EDGE EXTENDED FASCIA (12-1/2") AND TRIM: PAC CLAD COLOR "SLATE GRAY" sc.a AS NOTED SS TRIM COLOR TO MATCH PAC -CLAD 'SLATE GRAY" Ch-dw RP/RW STOREFRONT SYSTEM: 2,c41/2' KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM W/1" INSULATED GLAZING >r�� I"+P SCflTT LOlK1� AND SPANDREL GLAZING WHERE USED. H,M. DOORS, FRAMES, FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL LADDER, & CAGE: PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE SW-7515 "HOMESTEAD BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/OWNER. EXTERIOR O.H. DOORFINISH: CLEAR ANODIZED ALUMINUM PARKING LOT STRIPING: SHERWIN-WILLIAMS BTM226 SETFAST TM PAINT. cF /'��i [� ELEVATIONS COLOR SHALL BE'WHITE". HANDICAP STALL STRIPING: SHERWIN-WILLIAMS*TM2133 SETFAST TM PAINT. COLOR SHALL BE "ADA BLUE".- A-3b