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Applewood Village Shopping Center PCD SDP Amend #14
1-' - Cr on . ®! f�-Q Y 9 9G 7 &-'v-j f x.a ►o : _ �,�n # ��r so *,04; APPLEWOOD VILLAGE SHOPPING CENTER PLANNED�OMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CIVIL ENGINEER STERLW G DESIGN ASSOCIATES.: LC 2008 W. LIT TLETON BLVD. #300 LITTLETON, CO 80120 (303)794-4' CONTACT: JOSEPH SCHIEL, PE. LANDSCAPE ARCHITECT STERLING DESIGN ASSOCIATES, LLC 2009 IN. LITTLETON BLVD. 4300 LIT BETON, CO 80120 (303)794-4727 CONTACT: MIKE HAAF, RLA SURVEYOR FLATIRONS, INC. 655 FOURTHAVE. LONGMON'F, CO BOS01 303-776-1733 CONTACT: JOHN B. GUYTON ARCHITECT NAOS DESIGN GROUP 4949 SOUTH SYRACUSE STREET, SUITE 460 DENVER, CO 80237 (720) 350-0844 CONTACT: DICK ANSTETH, NCARB, LEED AP LEGAL DESCRIPTION A PORTION OF LOT 1 APPLEWOOD VILLAGE SHOPPING CENTER FILING NO.2 COUNTY OFJEFFERSDN STATE OF COLORADO DESCRIPTION OF AMENDMENT STERLING DESIGN ASSOCIATES HAS PREPARED A SPECIFIC DEVELOPMENT PLAN SUBMITTAL ON BEHALF OF U.S. F'HETHL PARTNERS, I. LC. ;REGENCY CENTERS, AS MANAGER) FOR THE RE -DEVELOPMENT OF THE NORTH PORTION OF 7 NE APPLEWOOD VILLAGE. SHOPPING CENTER. THE SCOPE OF THE PROJECT INCLUDES THE CONVERSION OF AN EXISTING VACANT WALMART BUILDING TOA MULTI -TENANT RETAIL BUILDING. THE CONVERSION INCLUDES RELOCATION OF THE ENTRANCES IN THE FRONT OF THE BUILDING. AS WELL AS RE -CONFIGURATION OF THE TRUCK DOCK AREAS IN THE REAR DRIVE ARI.=. THE EXISTING GARDEN CENTER ON THE NORTH S:JE OF THE BUILOING IS ALSO PROPOSED TO BE DEMOLISHED. SITE ENHANCEMENTS ARE PROPOSED AS PAR F OF THE PROJECT, INCLUDING A PEDESTRIAN AMENITY ZONE IN FRONT OF THE BUILDING AND LANDSCAPING IMPROVEMENTS THROUGHOUT THE SITE. AS PART OF THE PROJECT, THE FRUN'F PARKING FIELD WILL BE RF-CONF:GUREO TO IMPROVE VEHICULAR CIRCULATION THROUGHOUT THE EXISTING SHOPPING CENTER. THE TWO EXISTING ACCESS POINTS IN THE NORTH PORTION OF THE SITE ARE PiiCi'OSED TO dE RELOCATED, SVHICH WILL REQUIRE EXISTING GRADE IN THE FRONT PARKING FIELDTO BE MODIFIED UP TO ONE FO TWO FEET IN SOME AREAS. WITH THE RECONFIGURATION OF THE PARKING FIELD, EXI37INC INLETS WILL ALSO NEED TO BE RE LOCATED AND STORM SEWER WILL NEED TO BE INSTALLED TO ACCOMMODA i c THE NEW SITE LAYOUT. CASE HISTORY W'Z-17-10 W2-14-09 Wz-tB-BB L.. PROPERTY OWNER U.S. RETAIL PARTNERS, LLC C,fO REGENCY CENTERS 8480 EAST ORCHARD ROAD, SUITE 69W GREENWOOD VILLAGE. CO 80111 (303)300-5300 CONTACT: TOM METZGER VICINITY MAP (1) NORTH 1"=1000' SIGNATURE BLOCKS SHEET INDEX 1 OF 11 i Oo APPLpPWOGI SHO Q O CENTER oCC 1 5 OF 11 SITE DETAILS 6 OF 11 SITE DETAILS 7 OF 11 PHOTOMETRIC PLAN 8 OF 11 LANDSCAPE, PLAN (EAST) 1, E IJ (1) NORTH 1"=1000' SIGNATURE BLOCKS SHEET INDEX 1 OF 11 COVER SHEET 2 OF 11 OVERALL SITE PLAN 3 OF 11 SITE PLAN (EAST) 4 OF 11 SITE PLAN (WEST) 5 OF 11 SITE DETAILS 6 OF 11 SITE DETAILS 7 OF 11 PHOTOMETRIC PLAN 8 OF 11 LANDSCAPE, PLAN (EAST) 9 OF 11 LANDSCAPE PLAN (WEST) 10 OF 11 LANDSCAPE NOTES AND DETAILS 11 OF 11 LANDSCAPE NOTES AND DETAILS NOTE: THE FINAL BUILDING ELEVATIONS AND PERSPECTIVES SHALL BE SUBMITTED AS PART OF AN ADDITIONAL. ADMINISTRATIVE SDP AMENDMENT REVIEW, WHICH WILL NOT REQUIRE A FULL SUBMITTAL, ONLY ELEVATIONS AND LOCATIONS OF THE IMPROVEMENTS ON A SITE PLAN. BUILDING PERMITS FOR THE FACADE IMPROVEMENTS MAY NOT BE OBTAINED UNTIL THE ARCHITECTURE AND MATERIALS ARE APPROVED _- OWNER'S CERTIFICATE t 3U VEYOR'SCERTIFICATE i DO HEREBY CERTIFY THAT THE THE BELOW SIGNED 01AR4ERLS). OR LEGALLY DESIGNATED AGENTS) SURWEY OF TH BOUNDARY OF ?,PPLEW000 SHIPPING CEr.7-E,R THEREOF, DO HEREBY AGREE. THAT THE PROPERTY LEGALLY DESCRIBED WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN E E ACCORDANCE WITH THEUSES, RESTRICTIONS AND CONDITIONS ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CONTAINED IN THIS PLAN, AN:D AS MAY OTHERWISE BE REQUIRED BY CURRENT REVISED EVITIQt . MENDED, THE ACCOMPANYING i LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC PLAN ACCURATEI,Y,,REPRES10 SURVEY. DEVELOPMENT PLAN. FOES NOT CREATE A VESTED PROPERTY RIGHT. - --t _ V-1 TIED PROPERTY RIGHTS MAY ONLY .ARISE AND ACCRUE PURSUANT TO t � � .� THE PROVISIONS OF SECTION 26.121 OF THE WHEAT RIDGE CODE OF 1 + c LAWS (SURVEYOR'S - SIGNATURE U.S. RETAIL PARTNERS. LLC, A DELAWARE LIMiTEDLIABiLITYCOPAPANY - -- nn, IwTv nl Fo,[ a oC+�t1Cf1F0 Rl.FFIFiFIf.A7F SYI U.S. RETAIL PARTNERS HOLDING, LLC, A DELAWARE LIMITED LIABLLITY COMPANY, ITS BOLE MEMBER Sy: GRI-REGENCY. LLC, A DELAWARE, LIMITED LIABILITY COMPANY, ITS SOLE MEMBER BY: REGENCYCENTERS,L,P., A DELAWARE LIMITED PARTNERSHIP, ITS MANAGING MEMBER BY: REGENCY CENTERS CORPORATION, A FLORIDA CORPORATION, ITS GENERAI- PARTNER BY: NAME, WILLIAM AMRATH TITLE: VICE PRESIOENT, MARKET OFFICER STATE OF COLORADO ) )SS COUNTY OF.IEFFERSON ) I40REGOING STRUMENT WAS ACKNOWLEDGED BEFORE ME THIS RI DAYOFIA"_.A.D.2011-_BY_ Y171Y/A b.I.Tr41% WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: .�JK•�=� J. MYEAE f 31"ARY PUBLIC • liATf Oi COtOggpp MDTARYp 20684042388 �AIMIpIDM EXPIRES BEC 8, 2020 STATE OF COLORADO ) )33 COUNTY OF JEFFERSON ) I HEREBY C ERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON I $C LINTY AT GOLDEN, COLORADO, AT(a;f0:,V. O'CLOCK .M.ONTHE,�_DAYOF U ,.&,R, A.D., to ' BOOK PAGE - .RECEPTION.. S JEFFERSON COUNTY CLERK AND RECO 'sr<Twe,. CITY CERTIFICATION , APPROVED THIS d5 DAY OF BY THE CITY OF WHEAT RIDGE. ATTEST CITYCLER if 1_ MAYOR y I��� 1n.._�__'....— 1 MMUN YDEVELO!•1ENT DICTOR 10 A -n Sterling Design Associates, Ilc CIVILENGINLFRS UINUSCAPEARCHIFECIS 2W9 W. L n -,n SIv 6300 CO 00120 303.794.4;27 pM1 mvw.5tv.lagDevq,Anableftt+nl PREPARED L'NOER TI42 DIRECT SUPERMSM OF JOSEPH G. SCRIEL P.E. COLORALK) ReG15TRAlIOn J0J32 FOR 5 ON BEHALF OF BTENJNG OESKM ABSIX:N f EB. ITC PRELIMINARY NOT FOR CONSTRUCTION STERLMO DESIGN ASSOCJATES, LLC 1 MTE: --T OESGftIP!Ty1. +9r SIHN,�IN. PY: JG6 -NO.. R GATE O:I:Mb'A KYN JR6 OESCRIPTYY+: Y•ID SUB0..i TAI. Ho.. cA: E, v<nbNne 6v;G5 OC6CAIPMY+: 3A!f eIpMRTK wt,. < e•iE.:NmYaole Y. J05 OEBCWPTIG': REC/Ni08ET OES�RIP[bN.Fe �lSGRIPf!W: - sc 17107!2077 FRo+EcruNacEm PRal=rw: JIGS oluwx er, uanwlnc,e e JGS —.T. APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency, cuexr: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE. CO 80111 TEL: (303) 300-5300 3NEET TiPE COVER SHEET OF 11 >r APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SITE DATA TABLE 17;L;N-NS rra uk KAr"A"n (PL PLANNED COMMERCIAL IAL DEVELOPMENT EXISTING ZONING (APPLEWOOD 3H ETERPC—D AMENDMENT 119) l PROPOSED LAND USE COMMERCIAL SHOPPING CENTER d TOTAL AREA -- ---------..... REDEVLOPMENT .. cr• — .-. -L ..: '"� _.:X __ • I EAREA A" T- 997 ACRES RE-DEVELOPMENTAREA°B" 094ACRES r 1 q TOTAL RE -DEVELOPMENT AREA 10.91 ACRES — EYlbTANfJ EP.iSF@11� ( 1 11 O RE -DEVELOPMENT AREA "A" Nf71 MA1; v REQUIREDlALLOWED PROPOSED DEVELOPMENT AREASIZF - - 9.97 ACRES 1 1 A /^ORIPn?V l%F WT 1 D{[�� _..__...._�_. _ 434.367 S.F. _j APALEWO DWLV46E SI%iM'i1/Wif11'S aWA 5iM DIVIVON' w I .1�16'A.. BUILDING COVERAGE —.— IT¢ FILM AL], n' 1 _ _ _ (152,028 S . WM (128,534 S.F. OPEN_ SPACEILANDSCAP_ING _ LIVING LAWSCAPING - AREM10%I430437S MIN I"-�41tS S. —TURF MAX 3D% OF TOTAL LS 11% 8 F ,- AREA (13038S.F. MAXI _ (4,730,S F. PARKING _..._. — �, VEHICLE SPACES 500/75,000` .F. 642.? ALLS 07 4 000 S.F._. - 7 I HC ACCESSIBLE 2% OF TOTAL REQUIRED 14 STALLS I r - _ ••' - - x — BICYCLE 5% OF TOTAL REQUIRED 26 SPACES .-_ BICYC +:. $PAC-.' ,r T N RE -DEVELOPMENT AREA "B" REQUIRED/ALLOWED PROPOSED DEVELOPMENT AREA -52E - 0.94 ACRES i . • - s..,.�_...��. I — _—.._.___. _. _._._ 41.152 S.F., 4rI PARKING EXISTINGPARKING. SIAL PROPOSED PARKING:: 41 STALLS +'NOTES Ig - 1' 1) REQUIREMENTS BASED ON APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT 11U'"4Ri11` - Y 7 I. ) 'i' #9 OUTLINE DEVELOPMENT PLAN. RECORDED WITH JEFFERSON COUNTY CLERK AND --� -0 �f- •-1 -, RECORDER UNDER RECEPTION NUMBER 2018070522. `i - d ] r ti (• .-. 4' `) _ � '^^-+* -- = -• -- �--�- •- #w— 1� �ENTAREA BIS INCLUDED IN THE SOP FOR THE PURPOSE OF REOEVELTHE M ¢ �I 11 •' I HCWING ODIFlED ACCESS DRIVE. FUTVRE REDEVELOPMENT OF THIS AREA WILL BE REVIEWED THROUGH A SUBSEQUENT SPECIFIC DEVELOPMENT PLAN `} AMENDMENT. 1 } s'. _ �� -r-. x: �_ I I.I. I r •-1 3)CART CORRALS HAVE BEEN EXCLUDED FROM PARKING COUNT CALCULATIONS. s cc 1J, L'fi,7 P1r �•. :i.. 1 / � R1 a or --' E140'NI.4 .. 4" - Y F� E 3 a „� .-. ..., �:$: BASIS OF BEARINGS_ LEGEND OF LOT 1, APPLEVVOGD VILLAGE SHOPPING CENTER FILING NO. GPS DERIVED BEARINGS BASED ON A BEARING OF NOG`53'20"W'ALONG THE _ _ WEST LINE PROPERTY LINE 2, BETWEEN A FOUND }" BRASS TAG, STAMPEC "L324908" ATTHE ' a r r a i PROJECT LIMITS /DEVELOPMENT AREA BOUNDARY SOUTHW 5T CORNER OF SAID LOT AND FOUND 1-11Z ALUMINUM CAP .AT - PROPOSED THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO EXISTING 70 REMAIN NORTH 0 30 SO 12C STATE PLANE CORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE O PARKING COUNT SCALE: 1"=88' THERETO. Cl)EDULE NOTES t PROJECT LIMITS I DEVELOPMENT AREA. BOUNDARY <1109, Sterling Design Associates, Ilc ,w.CIVILENGINEERS- LANMSAPEARCHITE.CTS 2809 W LM.. 8- #300 IiIL—, CD 80120 103'/94.41:7 p8 www.SwI'MN"A-- PREPARED UNDER THE DIRFG' &,PEKV'SM OF ,IOSEPN G. SCHIEL RE COLORADO REGISTRATIaN48332 FGR 4 ON BEHALF OF STERLING DEGfGN ASSOCIATES. LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC Nglp RM61Cr5 NO'I —S 111 T CEwd<P"sM 1 R .TR NO DATE. 0+12m. BY:.N35 DEiXRP I(b?. Z JEUEMRTp.. W ]?UG MJ+saat0 Bt^S:5 'IESCR AININ FDELrtfAlliT4 rvt1 < SATE'. pl2]/N:B B. YlY 12101/2017 1" c 00' VflU2ECi MNVACiR: aiCdcR Ntt. JGS aRAwR Br, nR.wnr,=ue JGS RhcvErr APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency- Centers. egencyCenters. REGENCY CENTERS 0480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80711 TEL: (303) 300-5300 a .In, OVERALL SITE PLAN — —.R 2 OF 11 U APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT- #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO .�. - _..._ - - - - - - i _ - SOB°4g°582TE _ega. _ J - -- - - - - - --- -- -- - - - -�- 1 1 __ _ - - - 10'UTILEIY EASEMENT ;,5-, P ----�5_- - -+eb'Ofi`p3.M'W "--__._--- 18 - rt i a C.w I =s UTILfTY EASEMENT �m _ C 41 40 .t I s6 7! 42 Y -FIFRiRE 12.0 FOOT XCEL 1, ( ENERGY EASEMENT (MTN OVERHEAD LINE UNDERIBROUNO NG) 1 LANDSCAPE! (LS) _ 6iD LEGEND PROPERTY LINE ------------- EXIST. EASEMENT LINE PROPOSEG -------- EXISTING TO REMAIN EXIST. SIGN LS LANDSCAPE AREA PROP. RETAINING WALL ax EXISTING FIRE HYDRANT 8.0 0 EXISTING VACANT WAL.MART PROPOSED MULTI -TENANT COMMERCIAL RETAIL (TENANTS TO BE DETERMINED) EX. FF EL. - S5'0 -J.26 - ■■ 1 NORTH 0 15 30 60 a = GPS DERIVED BEARINGS BASED ON A BEARING DF N00`53'20"Vv { NIG THE WEST LINE OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER LING NO. "BRASS TRT, STA FOUND 1-24966" MINUFA 2. SOUTWEEN CORNER SOUTHWEST CORNER OF SAID LOT AND FOUND i -7,T ALU'MINU CAP A7 THE NORTHWEST CORNER OF SAID LOT AS SHOVIN HEREON. ('41 ORADO STATE PLANE CORDINATE SYSTEM, CENTRAL ZONE, NORTH AICAN DATUM 1983 (NADS3). ALL BEARINGS SHOWN HEREON ARE RELAU LVE THERETO- HERETO - - _ 49 403 12 24. -) -- 71 _ e 7 7 '• ---------- _' B I I PROPOSED 1508ANITARY -SEWER EASEMENT - 4� f LANDSCAPE ILS - t� 1S LS 14 LS ib LS' :4 72 F-7- - -. - - .--.- 9 PROPOSED .0' - - - - - - 0 11 ,A, /c'�' I � ;a 'Ili Ii -7--- APORTION OF LOT 2 I LLAGESNOPPINGCENTERS - FILINGNO.2 22,NACRES I I 1 I I _ 150.0' UTILITY PG I I j1 I I I I I I j 1 I r -f 8 D I 3 LS I i 4. 43. ,k� IV1 r Ie 31 _ ~014 IS SEWER _ - 10 1 6 18,01 � 244' T8.0 t8A' 24.0' lEmy 16.7 78.0' 184' 244' 18.7 ' 1 1Y 24.0 1 16.0' 18.8' 24.6' 1110 '-0 �. � 244' i&0 184' 2A.0' 184' 18.0 24.00 _..tip, 2418' 2St 1TI07l207T _ •-- JGS Rww:rr: .IGS MATCH UIS - n 5HEET 4 tMA JOB I s I __ SITE PLAN NOTES SITE PLAN NOTES 4CONTINUED) SITE PLAN NOTES [CONTINUED) SITE PLAN NOTES (CONTINUED) O EXISTING VACANT WALMART. SEE ARGHITECTU RAL PLANS FOR ARCHITECT URAL IS PROPOSED 5'_CURB WTM 17 GUTTER (ONSITE). SEE SITE DETAILS. ® PROPOSED CONCRETE MEDIAN WITH MOUNTABLE CURB. 39 EXIaTING IRRIOATION MANHOLE TO REMAIN. IMPROVEMENTS. 0 EXISTING TRUCK LOADING DOCK TO REMAIN. 15 EXISTING CURB AND GUTTER TO REMAIN. ©7 EXISTING LANE STRIPING AND PAVEMENT MARKINGS TO REMAIN. 40 PROPOSED STAIRS. SEE ARCHITECTURAL PLANS EXISTING FIRE HYDRANT TO REMAIN O 78 PROPOSED CONTECH COS STORMWATER TREATMENT DEVICE. SEE UTILITY PLAN AND DETAILS. 28 PROPOSED PAVEMENT MARKINGS PER CITY OF WHEAT RIDGE 41 PROPOSED TRASH COMPACTOR LOCATION. SEE ARCHITECTURAL PLANS. V PROPOSED 8" CURB WITH 24' GUTTER (WITHIN R,O.WJ. 17 PROPOSED BICYCLE RACKS. SEE SITE DE'LgIL6. STANDARDS. SEE SITE DETAILS. 2g PROPOSED 4.0 FOOT WIDE CONCRETE VALLEY PAN. SEE SITE DETAILS.' 42 PROPOSED ODORS AND LANDING. SEE ARCHITECTURAL PLANS. 5 D PROPOSED SITE LIGHT. SEE PHOTOMETRIC PLAN. 18 PROPOSED RETAINING WALL' FOOT MAXIMUM HEIGH O �� 30 EXISTING SIDEWALK TO RFIMIN PROPOSED PEDESTRIAN LIGHTING. SEE PHOTOMETRIC PLAN. O PROPOSED PEDESTRIAN AMENITY ZONE. SEE LANDSCAPE PLAN, 19 PROPOSED 1.5 FOOT WIDE WHITE CROSSBAR PAVEMENT MARKINGS 37 EXISTING SITE LIGHT TO BE REMOVED.. 44 PROPOSED PLAZA BOLLARD. SEE SITE DETAILS. PROPOSED CONCRETE SIDEWALK (PRIVATE): WIDTH SHOWN HEREON, SEE SITE DETAILS. O SPACED 4.0 FEET O.C. 20 PROPOSED 6.0 -FOOT WIDE DETACHED SIDEWALK WITH 6.D FOOT WIDE 32 PROPOSED ENTRY VESTIBULE (SEE ARCHITECTURAL ELEVATIONS). O 45 PROPOSED RAISED PLANTER. SEE SITE DETAILS. OPR PROPOSED 9.0' X 18.0' PARKING STALL MAT" 4" YELLOW TRAFFIC STRIPING. LANDSCAPE AMENITY ZONE, SEE LANDSCAPE PLAN 33 PROPOSED TRUCK DOCK (SEE ARCHITECTURAL ELEVATIONS). PROPOSED STREET LIGHTING. SEE PHOTOMETRIC PLAN. ® O EXISTING PARKING TO REMAIN O PROPOSED V WIDE DOUBLE YELLOW LANE STRIPING PER CITY OF WHEAT 34 EXISTING PARKING STRIPING IN RTD BUS TRANSFER AREATO BE t0 PROPOSED ONSITE ADA -ACCESSIBLE RAMP. SEE SITE DETAILS. RIDGE STANDARDS. PROPOSED 4" WDE SINGLE WHITE LANESTRIPING PER RECONFIGURED.CONTRACTOR TO REMOVE EXISTING STRIPING AND INSTALL 9' X 1 S' PARKING STALLS WITH 4" YELLOW STRIPING. NOTE. FINAL DOCK LOCATIONS AND ALLEY IMPROVEMENTS ARE TO BE RKING AREA AND ADA -ACCESSIBLE PARKING SIGNAGE 11 PRO EEL POSLAC E SSIBL EPA ON S23 CITY OF WHEATDETERMINED RIDGE STANDARDS. 35 EXISTING SITE LIGHT TO REMAIN. BASED ON FINAL TENANTS. AND SUBMITTED ON SITE PLANS AS PART OF THE BUILDING PERMIT PROCESS. ii PROPOSED ADA-ACESSIBLE RAMP WITH TRUNCATED DOMES AT COMMERCIAL DRIVEWAY. EXISTING "CITY OF WHEAT RIDGE" SIGN TO REMAIN ® EXISTING RTD BUS TRANSFER AREA TO REMAIN, SEE SITE DETAILS 24 PROPOSED PEDESTRIAN HANDRAIL, 37 PROPOSED FIRE HYDRANT, 73 PROPOSED STOP SIGN PER MUTCO ON STEEL POST AND -$TOP"PAVEMENT MARKINGS ® EXISTING FENCE TO BE REMOVED AND REPLACED WITH NEW FENCE. SEE 4g EXISTING BOLLARD TO REMAIN. AND WHITE STOP BAR. SEE SITEDETAILS. SITE DETAILS. EXISTING PETSMART NOTA PART A Sterling Design Associates, llc . (AWLENGINEERS- 1ANDSCAPEARCHITECT'S 2(18W Liu -3W #.'M LLLtio,P . CO 80120 3D3784Al2mph m w.wSwMuigOa,lgl,A.ve«vaa�. PREPARED WIDER TH6 DIRE GTS.IPERVISKIN OF JOSEPH Q B$TRAT P.E. COLORADO STERLING DESIGN 483'4. FOR 6 ON BERYF OFSTERUNG OEBW^NFS3GCNTES, LI.0 PRELIMINARY NOT FOR CONSTRUCTION STERMO DESIGN A580CIATM LLC -.1- e Fa a sIC2 DATE 0 III ,E '4. I1E3CRplg1': Gus sMnTu NO.: 3 D 2 OLIYT]iE DFaenwrkev: svosLaurra. NC; s <•AT£ �laV{J I1, L�La,Rrrzr.NRrzcsDSFr FT h Pf. JGS By - T%„+:._-' fix:. OA.F cexvw*rxa. - !n• - _ _ i :1ExP'PIXi. - 1TI07l207T 7"a30' JGS Rww:rr: .IGS aRaiLxrw, JOB I s SE :R>J3CT: sEESf �r'.w00 • APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency- Centers. egencyCenters. cuev: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 3005300 SITE PLAN (EAST) a�ruvuT�R. 3OF11 ■M#!#M#SLA#iifilf MATCH LINE -SEE SHEET 3 i65li lRJ MFAM—b GPS DEFINED BEARINGS BASED ON A BEARING OF N00"53'201VALONG THE WEST LINE OF LOT 1. APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, BETWEEN AFOUND&4" BRASS YAG, STAMPED'1524988"ATTHE SOUTHWEST CORNER OF SAID LOTAND FOUND 1-172" ALUMINUM CAP AT THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE COROINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE THERETO. SITE PLAN NOTES IQ EXISTING VACANT WALMART. SEE ARCHITECTURAL PLANS FOR ARCHITECTURAL IMPROVEMENTS. O EXISTING TRUCK LOADING DOCK TO REMAIN. O EXISTING FIRE HYDRANT TO REMAIN O4 PROPOSED 8" CURB WITH 24" GUTTER (WITHIN R.O.W ). O5 PROPOSED SITE LIGHT. SEE PHOTOMETRIC PLAN. OB PROPOSED PEDESTRIAN AMENITY ZONE. SEE LANDSCAPE PLAN, U7 PROPOSED CONCRETE SICEWALK(PRIVATE). WIDTH SHOWN HEREON. SEE SITE DETAILS. 08 PROPOSED 9.0' X 18.0' PARKING STALL WITH 4" YELLOW TRAFFIC STRIPING. EXISTING PARKING YO REMAIN 10 PROPOSED ONSITE ADA -ACCESSIBLE RAMP. SEE SITE DETAILS. 11 PROPOSED ADA -ACCESSIBLE PARKING AREA AND ADA -ACCESSIBLE PARKING SIGNAGE ON STEEL POST. SEE SITE DETAILS. 12 PROPOSED ADA-ACESSISLE RAMP WITH TRUNCATED DCMES AT COMMERCIAL DRNEWAY. SEE SITE DETAILS. 13 PROPOSED STOP SIGN PER MUTCO ON STEEL. POST AND 'STOP" PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS. APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY.OF WHEAT RIDGE, COUNTY OF JEFFERSON., STATE OF COLORADO 5D.0' UTILITY EASEMENT 8K. 1915, PG 458 -----5-�27� — (ENERGY EASEMENT 2O F0078`DRNE... DRE LINE—Rlq — --- -MRO) — ION —R����piL�J RG {} .--(� UNDERGROUND ING) SITE PLAN NOTES :CONTINUED) SITE PLAN NOTES CONTINUED 14 PROPOSED W CURE WITH 12" GUTTER (ONSITE). SEE SITE DETAILS. ©S PROPOSED CONCRETE_ MEDIAN WITH MOUNTABLE CURB, 15 EXISTING CURB AND GUTTER TO REMAIN. 27 EXISTING LANE STRIPING AND PAVEMENT MARKINGS TO REMAIN. 18 PROPOSED CONTECH CDS STORMWATER TREATMENT DEVICE. SEE 28 PROPOSED PAVEMENT MARKINGS PER CITY OF WHEAT RIDGE UTILITY PLAN AND DETAILS. STANDARDS. SEE SITE DETAILS. it PROPOSED BICYCLE RACKS. SEE SUE DETAILS. 18 PROPOSED RETAINING WALL (3 S FOOT MAXIMUM HEIGHT). 19 PROPOSED 1.5 FOOT WIDE WHITE CROSSBAR PAVEMENT MARKINGS SPACED 4.O FEET O.C. 20 PROPOSED 8.0 -FOOT WIDE DETACHED SIDEWALK WITH 5.0 FOOT WIDE LANDSCAPE AMENITY ZONE. SEE LANDSCAPE PLAN 21 PROPOSED 4" WIDE DOUBLE YELLOW LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. 22 PROPOSED 4" WIDE SINGLE WHTE LANE STRIPING PER Cl IY OF WHEAT RIDGE STANDARDS. 23 EXISTING -CITY OF WHEAT RIDGE"SIGN TO REMAIN 24 PROPOSED PEDESTRIAN HANDRAIL. 25 EXISTING FENCE TO BE REMOVBD AND REPLACED WITH NEW FENCE. SEE SITE DETAILS. 29 PROPOSED 49 FOOT NOE CONCRETE VALLEY PAN. SEE SITE DETAILS. 30 EXISTING SIDEWALK TO REMAIN. 31 EXISTING SITE LIGHT TO BE REMOVED. 32 PROPOSED ENTRY VESTIBULE (SEE ARCHITECTURAL ELEVATIONS). 33 PROPOSED TRUCK DOCK (SEE ARCHITECTURAL ELEVATIONS) - 34 EXISTING PARKING STRIPING IN RTO BUS TRANSFER AREA TO BE RECONFIGURED. CONTRACTOR TO REMOVE EXISTING STRIPING AND INSTALL 9'k 18' PARKING STALLS WITH 4" YELLOW STRIPING. 35 EXISTING SITE LIGHT TO REMAIN. SEE PHOTOMETRIC PLAN. 3B EXISTING RTD BUS TRANSFER AREA TO REMAIN. 37 PROPOSED FIRE HYDRANT. 38 EXISTING BOLLARD TO REMAIN SITE PLAN NOTES iCONTINUEDI — 34 EXISTING IRRIGATION MANHOLETO REMAIN - O PROPOSED STAIRS. SEE ARCHITECTURAL PLANS 19 PROPOSED TRASH COMPACTOR LOCATION. SEE ARCHITECTURAL PLANS. 42 PROPOSED DOORS AND LANDING. SEE ARCHITECTURAL PLANS. 43 PROPOSED PEDESTRIAN LIGHTING. SEE PHOTOMETRIC PLAN. 44 PROPOSED PLAZA DOLLARD. SEE SITE DETAILS. 45 PROPOSED RAISED PLANTER. SEE SITE DETAILS. ffi PROPOSED STREET LIGHTING, SEE PHOTOMETRIC PLAN. LEGEND PROPERTY LINE ... ... .... .._... ... ...... EXIST. EASEMENTLINE PROPOSED EXISTING TO REMAIN EXIST. SIGN LS LANDSCAPE AREA PROP. RETAINING WALL ,pv EXISTING FIRE HYDRANT Sterling Design Associates, III: CIML FNGINEERS - LANDSCAPE ARC HI TEC TS 7.009 W. L9dwm Brod. 4380 IJttbkol. CO 90.21 303194.4?2714, uww-$mrlinglkegn'brxiews..vm PREPARED UNDER 1HE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR R ON BEHALF OF STERLING DESION ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN AS9OCIAtE8, U_C IssUE9 s RE�Ya19 IVO, t eAi= 154:+/aTtS 's' JGs uEeCRi°'� fRtArvnT*Y NO.: Z naiE OfIhRJ18 - 6V'-,k1Y--� sscRllmma +roaJ�alnu nT.. s DATE cafaire d...i OssCRIPfA'Tt SffG65fARTK MO., 4 .7MF WRMA�6 RY: X;5 __..Po✓fx.N. REIXXip sE? . •DtY�I - k0' a DAT6: Lit. .�acRwrlal . MASE: 12r01/2017 1" - .10' —TNO. JGS GWYN. Z(: OINWtN-Ip JGS APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency - Centers. REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL; (303) 300-5300 s4EE*rr1E: SITE PLAN (WEST) sIEFTNuwdER — - — 4 OF 11 4" TYP (6" A_T�e.T_1,1,;e.� -I "I S" YELLOW TRAFFIC STRIPE ,-4-DIA CONCRETE FILLED STEEL TUBING (6" DIA. AT TRASH ENCLOSURE) PAINTED TO MATCH BUILDING TRIM v - FINISHEDGRADE CONCRETE FOOTING PER STRUCTURAL ENG. BOLLARD DETAIL/—, NOT TO SCALE\IilI APPLE'WOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO HOOP AACK - - acMcagons andel- cp Use i ------ ----- -- ---' Protllue NYne...--'— hl Dwo HRbP R4NC raQael UNIVERSAL As mam f—ed by:Dwo IILe Racks •' Jolla. Parley per unto 2 I HANDICAPPED STOP 6" SCHEDULE 40 PIPE(60"STANDARD PIPE , SIGN \ UNIVERSAL - THISSIGN TYPICAL AT STOP SIGN EACH HANDICAPPED I WWSx6.4.40RR4@iV-J R1-1 ' PARKING SPACE FOOTING —,decd. 250 TGK pawdr. ems colon and a =Waa (LAP ALL JOINTS 0" MIN) CONCRETE PER STRUCTURAL ENG. THIS SIGN AT soot orlon —air mNiable. I J ACCORDANCE WITH PAVING VAN SPACES ` NOTE OYP); SEE SITE PLAN end dwabAky by f.Itc g thxa seeps ONLY Diameter 1.54edblart . 1.3/4x1-3/4 STEEL _ 1-3/4x1-3/4 STEEL 24" 1 POST PRIME AND -` POSTPRIMEAND PAINT BLACK WITH -PAINT BLACK WITH POLYURETHANE ,,-�I�"�� POLYURETHANE - ACRYLIC EXTEND ACRYLIC EXTEND ff POST MIN. 3 FEET •U�. POST MiN. 3 FEET BELOW GRADE BELOW GRADE CONCRETE FOOTING CONCRETE FOOTING -PER STRUCTURAL ENG. PER STRUCTURAL ENG. STOP SIGN HANDICAP SIGN PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S MANUAL "UNIFORMTRAFFIC CONTROL DEVICES', LOCAL CODES, AND AS SPECIFIED. ON-SITE TRAFFIC SIGNAGE DETAIL A NOT TO SCALE SCALE 4" TYP (6" A_T�e.T_1,1,;e.� -I "I S" YELLOW TRAFFIC STRIPE ,-4-DIA CONCRETE FILLED STEEL TUBING (6" DIA. AT TRASH ENCLOSURE) PAINTED TO MATCH BUILDING TRIM v - FINISHEDGRADE CONCRETE FOOTING PER STRUCTURAL ENG. BOLLARD DETAIL/—, NOT TO SCALE\IilI APPLE'WOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO HOOP AACK - - acMcagons andel- cp Use i ------ ----- -- ---' Protllue NYne...--'— 6ETWEEN TOP AND Dwo HRbP R4NC ! As mam f—ed by:Dwo IILe Racks •' Jolla. Parley per unto 2 1.9" Matarlatat' 6" SCHEDULE 40 PIPE(60"STANDARD PIPE 1.5" sch.dWe 40 pip. (LO" OD) 35" > Plnlehm I WWSx6.4.40RR4@iV-J An dw fabHcaOon Not dipped plwnited finish Is ' O.C.E.W. REINFORCING FOOTING —,decd. 250 TGK pawdr. ems colon and a =Waa (LAP ALL JOINTS 0" MIN) CONCRETE PER STRUCTURAL ENG. I soot orlon —air mNiable. I J ACCORDANCE WITH PAVING Our povxkr mr finish uswes a hist: 1.4 of adhesion ` NOTE OYP); SEE SITE PLAN end dwabAky by f.Itc g thxa seeps \, Diameter 1.54edblart \ 2. kon pFwsphete preawtmeln 3.FPexyprime•elenoer—appted 24" 1 4. Real shkkTGK prslyesterpmvder mai NOTES 1. INSTALL RACK PARALLEL TO WALKWAY AS SHOWN- SPACED 30" FROM EDGE. 2. INSTALL WITH IG (IN -GROUND) MOUNT PER MANUFACTURER'S RECOMMENDATIONS. 3. BLACK COLOR, POINDERCOAT BIKE RACK DETAIL NOT TO SCALE CATCH CURB SPILL CURB 0.5' SEE PLAN G.5' l TRANSVERSE SLOPE SHALL MATCH THAT OF , ADJACENT PAVEMENT .f f i REFER TO PLAN y ) COMPACT -� No. 4 BARS AT IV O.C.E.W.— _ SU3•GRADE IN ACCORDANCE WITH PAVING NOTE (T(P): INTEGRAL CURB SEE SITE PLAN CONCRETE FOR CURB 8 GUTTER SHALL BE IN ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN UNLESS CONCRETE FOR INTEGRAL VEHICULAR PAVEMENT IS MORE STRINGENT CURB & GUTTER (PRIVATE) C NOT TO SCALE �6. 8" RADIU - /" WHITE REFLELTIVE PAINT BLUE BACKGROUND 8" "T 4 a". 3" (+ B" I`\.. P OF PARKING SPACE HANDICAP SYMBOL DETAIL D NOT TO SCALE 1. 4X4 _ - - �- zxa FRONT TOP VIEW - 1X6 E'\\\ 4X4 POST STRIPING REQUIREMENTS 4' CONCRETE VALLEY PAN DETAIL (PRIVATE} 1X6DOG EAR PICKETS - NOT TO SCALE F f NOT TO SCALE �G FASTENED WITH SS NAILS TO RAILS 2X4 RAIL CENTERED CAST ALUMINUM CAP (PLACE CAP WHILE CONCRETE IS STILL VET) 6ETWEEN TOP AND d 1W REBAR (ATTACHED TO CAP FROM FACTORY) 8" -SEE PAVING - —� NOTE I •' r ASPHALT PAVEMENT BURY PER MANUFACTURERS 6" SCHEDULE 40 PIPE(60"STANDARD PIPE ASPHALT PAVEMENT ---f h/\%\/f /��\ \� LENGTH), EMBEDDED INTO CONCRETE FOOTER > 1?' ; CONCRETE FILL WWSx6.4.40RR4@iV-J �SLOpE I/ EXPANSION JOINT WITH SEALER O.C.E.W. REINFORCING FOOTING i (LAP ALL JOINTS 0" MIN) CONCRETE PER STRUCTURAL ENG. + COMPACT SUB -GRADE IN — v - ACCORDANCE WITH PAVING IRONSMITH e0O-838-4760 MODEL, NOTE OYP); SEE SITE PLAN Aegean Pipe Bollard in Concmle w Cast Cap _J Diameter COLOR: CONCRETE SHALL BE IN ACCORDANCE WITH PAVING MOTE: SEE SITE PLAN 2X4 RAIL FASTENED WITH SS NAILS TO POST �6. 8" RADIU - /" WHITE REFLELTIVE PAINT BLUE BACKGROUND 8" "T 4 a". 3" (+ B" I`\.. P OF PARKING SPACE HANDICAP SYMBOL DETAIL D NOT TO SCALE 1. 4X4 _ - - �- zxa FRONT TOP VIEW - 1X6 E'\\\ 4X4 POST STRIPING REQUIREMENTS 4' CONCRETE VALLEY PAN DETAIL (PRIVATE} 1X6DOG EAR PICKETS - NOT TO SCALE F f NOT TO SCALE �G FASTENED WITH SS NAILS TO RAILS PLAZA BOLLARD DETAIL NOT TO SCALE 2X4 RAIL CENTERED CAST ALUMINUM CAP (PLACE CAP WHILE CONCRETE IS STILL VET) 6ETWEEN TOP AND d 1W REBAR (ATTACHED TO CAP FROM FACTORY) PRESSURE COMPENSATING INLINE EMBEDDED IN CONCRETE FILLED PIPE BURY PER MANUFACTURERS 6" SCHEDULE 40 PIPE(60"STANDARD PIPE RECOMMENDATION POURED IN PLACE CONCRETE LENGTH), EMBEDDED INTO CONCRETE FOOTER W DEPTH PLANTER 1?' ; CONCRETE FILL FINISHED GRADE �SLOpE I/ EXPANSION JOINT WITH SEALER v 1! FOOTING i CONCRETE PER STRUCTURAL ENG. + PINISHEDGRADE - v - MANUFACTURER: IRONSMITH e0O-838-4760 MODEL, M9025.6 Aegean Pipe Bollard in Concmle w Cast Cap SIZE:6" Diameter COLOR: Cardlnai Ponder Coat POG4•SR23 Bronze 40 Gloss PLAZA BOLLARD DETAIL NOT TO SCALE f PREPARED SUBGP,ADE PER PAVING NOTES -•I\, #4 REBAR 24" O.C. OF r REBAR REINFORCEMENT J 4`4 BARS CONTINUOUS PLANTING SOIL MIX AS SPECIFIED. TO SV BELOW FINISH GRADE PREFERED. CONCRETE FOR PLANTER $HALL BE IN ACCORDANCE NTH PAVING NOTE RAISED PLANTER DETAIL NOT TO SCALE 8' MAX POST SPACING U 2� �O KU 20 �0 0 LL 2X4 RAIL CENTERED .-TIE DOWN STAKE OR STAPLE 6ETWEEN TOP AND d BOTTOM RAILS PRESSURE COMPENSATING INLINE / DRIP EMITTER IRRIGATION TUB9NG. BURY PER MANUFACTURERS RECOMMENDATION POURED IN PLACE CONCRETE W DEPTH PLANTER 10" BARK EASE NOSE WITH 1/.2"RADIUS MULCH �SLOpE I/ EXPANSION JOINT WITH SEALER PAVEMENT FINISH GRADE PINISHEDGRADE - f PREPARED SUBGP,ADE PER PAVING NOTES -•I\, #4 REBAR 24" O.C. OF r REBAR REINFORCEMENT J 4`4 BARS CONTINUOUS PLANTING SOIL MIX AS SPECIFIED. TO SV BELOW FINISH GRADE PREFERED. CONCRETE FOR PLANTER $HALL BE IN ACCORDANCE NTH PAVING NOTE RAISED PLANTER DETAIL NOT TO SCALE 8' MAX POST SPACING U 2� �O KU 20 �0 0 LL Sterling Design Associates, ilc CMI. ENGINEE525 LRNiJSCAPE FR(:iAitiCT3 2009 W. LAuemn BNe. #300 UEmm - 40920 303354 4727 P! vnw.SnwlinpCxNQJ,mxaxs.cwn PREPARED'JNDERTHE DIRECT SUPERMSION OF JOSEPH G. SCHIEL PE. COLORADO REGISTRATION 4834 FOR 6 ON BEHALF OF STERLING DESIONASSOGATES, UC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES ILC I EUEB E41M'M1L I remT or .w,s _. D«RI TION Si 9JBMrrTPL mmYsve ar x� M.R-- a+oaAw,rv_ ,Ts mrswm ar: xa ceserlrcacrs. xeusuuvl*rr. tq • C>!E: Otlr�3et0 0Y. .G_ DE8LftIPrA�1. REIXN rq� a ux�x es Da, cRlFrsxr . ro: a un�s. or. nEACRInrn - —c 1901/2017 RreaecT uaurm: �ae;scsro-.. JGS nRnwP sv; naumnxT, s1 JGS APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency- Centers. egencyCenters. 11.7 REGENCY CENTERS 6480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-53DD B Zl`TT:F. SITE DETAILS FENCE DETAIL_ ,, ,� 5 OF 11 NOT TO SCALE �� -- FRONT VIEW d { I WOOD MATERIALS TO BE MI WESTERN RED CEDAR PRE-PRIMEDy .., PRIOR TO JOB SITE DELIVERY. ALL .I PS FIELD CUTS SHOULD BE RE -SEALED L WITH A PRIMER PRIOR TO THE { BOARDS BEING INSTALLED. ' CONCREIE FOOTING - PER STRUCTURAL ENG, Sterling Design Associates, ilc CMI. ENGINEE525 LRNiJSCAPE FR(:iAitiCT3 2009 W. LAuemn BNe. #300 UEmm - 40920 303354 4727 P! vnw.SnwlinpCxNQJ,mxaxs.cwn PREPARED'JNDERTHE DIRECT SUPERMSION OF JOSEPH G. SCHIEL PE. COLORADO REGISTRATION 4834 FOR 6 ON BEHALF OF STERLING DESIONASSOGATES, UC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES ILC I EUEB E41M'M1L I remT or .w,s _. D«RI TION Si 9JBMrrTPL mmYsve ar x� M.R-- a+oaAw,rv_ ,Ts mrswm ar: xa ceserlrcacrs. xeusuuvl*rr. tq • C>!E: Otlr�3et0 0Y. .G_ DE8LftIPrA�1. REIXN rq� a ux�x es Da, cRlFrsxr . ro: a un�s. or. nEACRInrn - —c 1901/2017 RreaecT uaurm: �ae;scsro-.. JGS nRnwP sv; naumnxT, s1 JGS APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency- Centers. egencyCenters. 11.7 REGENCY CENTERS 6480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-53DD B Zl`TT:F. SITE DETAILS FENCE DETAIL_ ,, ,� 5 OF 11 NOT TO SCALE �� APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO ADA SIGNAGE ON --� STEEL POST. SEE DETAIL, SHEET 5 0YP.) 9.0'ACCESSIBLE SPACE 9.0' ACCESSIBLE SPACE 9.6' hCGESSIBLE SPACE>y* 9.0' ACCESSIBLE SPACE 9.0' ACCESS AISLE 9A' ACCESS AISLE I.ZACCESSISLE SPACE �(T'"O� Il 9A'ACCESSIBLE SPACE ADA PARKING 7T TYPE 36 ADA RAMP SEE DETAIL. SHEETS 1 4 TYPICAL ADA PARKING DETAIL NOT TO SCALE P1 ASPHALT PAVEMENT CONCRETE SIDEWALK RAMP 1 4" THICK SECTION MA qOT TOSCAI.F NOTES: F` epi SEE PLAN I CONCRETE RE❑ p 5 RU I.. \. FTA ISEE PLANTS) CTION o. ......... 112"WIDE x 11' DEEP GROOVES i SHAD. BE SPACED AT 12 INCHES. CURSED CONSTRUCTION ::2' .. - 2R' ...'. 'SEE PLANS FOR CURBED OR FLARED CONSTRUCTION 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH 4. MINIMUM WIOTH7OF RAMPS SHALL BE 4 FEET AND LOCAL STANDARDS AND SPECIFICATIONS. RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1. 2. CONCRETE FOR SIDEWALK RAMPS SHALL BE CDOT 5. MAINTAIN BACK OF WALK ELEVATION AT 2.D% CLASS "A". ABOVE TOP OF CURB. 3. RAMP AND WINGS SHALL BE POURED 8. NORMAL GUTTER FLOW LINE AND PROFILE SHALL MONOLITHICALLY. BE MAINTAINED THROUGH THE RAMP AREA. CURB RAMP DETAIL (PRIVATE) NOT TO SCALE:J RAMP SURFACE SHALL HAVE GCARSE BROOM FINISH WITH STRIATIONS PERPENDICULAR TO THE DIRECTION OF RAMP SLOPE. A 1,"Z" EXPANSION JOINT SHALL BE REQUIRED WHERE THE CONCRETE RAMP JOINS ANY RIGID PAVEMENTOR STRUCTURE. 1I -n 1 1 V 11.5" THRU ARROW TURN ARROW (VARIES) — CENTER ON DRIVE --}2 0 -I-- TYP. ' i , CENTER ON LANE I jljjl � B,•D, LJ ! WHITE CROSSWALK BART LENGTH VARIES—"I 2'.0 - WHITE STOP BAR TO DRIVE CENTERLINE� 2-0 8'-3"--� i1 �I Sterling Design Associates, III: CIVIL ENGIN,ERS . LANDSCAPE ARCHITECTS 2M9 lW. L'atlnun BFa. #3D0 ,.ItIRfull.r,0 Gat2ta YB3.794.<i>_I p1 xw.r.itarNODe:FyMss�Ira.rxn PREPARED UNDER THE DIRECTWPER,46ft OF 'GGEPN f, SCHIEL P.E. COLORADO REGfSTRATION4t032 FOR SON BEHALF OF STERIJ:JC DESIGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION LANE STRIPING DETAILS STERLING OE51' ASSOCIATES, LLC B NOT TO SCALE IF88RSv.�IX.1N N7. 1 MTE. �2C:/.c:` 9Y J43 W.. 2P DR�E''9U1/':Pd18 gy JGS t_scrslvrxx4. .NO V.JOM:Til1. w.. s one nnwcna ar: xa DE6CRPfXN. ADS:WITik. 4 DATE 18 -iii x5 -- mscRmixs: REcaan sFT NO.: 3 DATE @' eEs:'avrlDv: . csscRlrlric . 12/01/2017 - mNN4rx : ariascf lw: JGS WIDTH —_ AS NOTED ON PLANS CRxrnar DRAwn:cexr. JGS 1 CROGS SLOPE 1/4' PER FOOT ._L re %x�JFrf: APPLEIWOOD NORTH e} ff SITE REDEVELOPMENT 38TH AND YOUNGFIELD I 1/2" PREFORMED, FULL WHEAT RIDGE, COLORADO DEPTH, JOINT MATERIAL i R E Regency. Centers. l7YPJ9 .) vOa 1 x t EXPANSION JOINT cuFN:. REGENCY CENTERS 8490 ORCHARD RD. SUITE 5900 NOTES - 1. CONTRACTION JOINTS SHALL BE PLACED ATA GREEN WOOD VILLAGE, CO BOSH MAXIMUM INTERVAL OF 5 FEET. TEL: (303)300-$300 - 2. EXPANSION JOINTS SHALL BE PLACED AT STRUCTURES, PCR'S AND EVERY 50 FEET. CONTRACTION OR WEAKENED PLANE 3. EXPANSION JOINT FILLER SHALL MEET AASHTO M 213" �:Tms JOINT CRITERIA AND BE APPLIED IN ACCORDANCE NTH SITE DETAILS MANUFACTURER'S RECOMMENDATIONS. ON-SITE SIDEWALK DETAIL TRIV! Tm@ _61. Nur _ 6 OF 11 NOT TO SCALE APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL:, DEVELOPMENT PLAN IN THE CI'T'Y OF WHEXII RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON, STATE OF COLORADO n r. 0.10 b.5 b.a •.; D 5.9 I— fi,a $.b.5.n b.c .0 b.c U.a 8,D 5.10 b.a !. 5b.c n b.a 5.c 3 ,,.c ., 5.4 5.i• v c 8.o b.4 b.a b.3 t:.o b,o 5.o 5.D It- §.:• 5.a b.n x.D limo b.o t. t' u.n b.o- ca b.e 5.a b.z :..3 L_6 5 s 5... ..a 5.n b.D 5,n S.a 3.c �'.c b.c•- {i ...c , o o b.c 3.p h.^ 5.1 ' i 5 1 9 2 5 6 h r T „a D. 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SERVICE AND SUCH SERVICE INSTALLATION SHALL BECOME THE PROPERTY AND RESPONSIBILITY OF THE CITY OF WHEAT RIDGE - UPON TURN -OVER. 2. LIGHTING MATERIAL PROVIDER SCOPE TO INCLUDE LIGHT POLES, ANCHOR BOLTS, BASE COVERS, HAND HOLE COVERS, FIXTURES AND ARMS. C 3. ANCHOR BOLTS FOR POLES ARE TO BE SCHEDULED TO ARRIVE AT JOBSITE IN TIME FOR EMBEDMENT IN C.I.P. CONCRETE POLE FOOTINGS (BY OTHERS). '< 4. MATERIAL AND INSTALLATION LABOR' -OR CONCRETE POLE BASES INCLUDING DESIGN, EXCAVATION AND SONOTUBES, TRENCHING, CONDUIT, WIRING, LIGHTING j - II INSTALLATION AND ELECTRICAL CONNECTIONS TO BE PERFORMED BY OTHERS. KEY NOTES __ -i- 10 7 p EXISTING CONCRETE FOOTINGS FROM ABANDONED POLE LOCATIONS TO BE d REMOVED FROM SERVICE. TYPICAL (4) EXISTING LOCATIONS. -- - - - --- -- I ,T 2 DENTED I DAMAGED POLE TO BE REPLACED. TYPICAL (1) EXISTING LOCATION. 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Poo. tan PRESTIGE-GYI IT4X-V53AR3MFIS,10V 3K -8K 81 -U3 -G2 S SL&1 SINGLE N.A. 020 Nam Mml Baso, Pole A Fid 31W LED T330'-0 MOa Ht (30k86'XX LED'V 3900 LuoiwWMr A) GE EmNa (Maur4eln Stati a) ShaeA Light EAL1_04C330_ 121 -277V -8N 81•ult-G1 L___ - - - - - - - - - - -- - I Calculation Summary Laeal I Avg Nin Mtn Avg/W.I Ma NIR, RPla East Prolarly Um 1 0.00 0.1 0.0 NA, N.A, 41 P.Wy. 40R 12.79 11.6 0.6 N.A. N.A. 1264 Sack Of 3orldb3-Fla -- 0.74 5.5 DC N.A. -N.& -Re DMa Emry&EXd- Bolt - Left 3.99 6.5 0.8 ,499 8.13 B � U. E dry & EXd - Baglan Rl 1 1.M 2 6 OA 269 6.25 14---_ I Drive ENr &EXii-Lavoy Leg 11.80 2.S 1.3 1.38 1,77 • 5 j DNve Er4ry.&EXIT-UpperM 1-57 123 /0 1.0 2.30 3 Main Drive - Rog 1 3.84 1 7.2 1.6 2.40 410 30 Meer P-Mr.9-R- - - _ _ 4.52 11.6 13 3.48 - 8.92 - 512 NAPParkin9-7..Aer Cenlm �I 359 1.1 1.2 1 2.99 592 • BB LIGHT FIXTURE I REFERENCE SPECIFICATIONSHEETS - FOR POLE SPECS 111'•8" 1T CONCRETE POLE BASE FINISHED GRADE .. 1}y2".-.-r-.r�rra� 'rrrrftr•Tn-r-m�r+- 2POLE DETAM PEDESTRIAN . SCALE: NTS -- LIGHTFCXTURE REFERENCE SPECIFICATION SHEETS FOR POLE SPECS 29'-8" 3P I r CONCRETE POLE BASE FINISHED GRADE �J 4 POLE DETAIL STREET SCALE: NTS I v� a�i.•z�, .�,i�aw On -Sits Light 4 Sw xcy, L 1111 HFGHWAY15 NORTH BUTTE 201 81'86ALO MN 55313 PH:763.684.1548 FA-K:763.682.9W Regency - Centers. APPLEWOOD VILLAGE 3400 YOUNGFIELD STREET WHEAT RIDOB, CO 80033 4 `- I F'A'B 1NIr uLacetmra4 f 11 0K ] CAf% 5 U TFU JGM TPLA.N I C4G VPI] 1}D i'5A 9, 2 n: 102016 JCM MWQI:FSr 3 a.`. J3.10fl 04L! um.'rRo pa 1(N M NlCR1L NECK' DJ.1fi D fl W :P Nk. hwA -- JGTA UNiii➢nL B.tVL 09 W20.9 I �.' M... - LED PHOTOMETRIC PLAN 1 RC90020 1 I "-" i °y� 1031.2076 LIGHT POLE BASE DETAIL T'YP, 3 E SCALE:NTS o ,m., ccanc�.muce4l - a,9srwa9s ,� G. CREWS c4,n•ft t>lt0E -w'uft rN"W�4em u: 'nn J �:V+c an �'Ne � •runs', Quer ' 4 Tnee •1-h9ACHF,Y , =art>Dwmru,.uw-,a0 onannwnx, mvnn- - _. On -311110 L11gnt11hp # 7 OF 11 & $LL11�4Y.'...- SL3.0 5 lY LIGHTF'IXTURE j REFERENCE SPECIFICATION SHEETS f FORPOLESPECS I � 31Y I I I I CONCRETE POLE I..� BASE i �p' FMISHEOGRADE il9a rr PrTa2l97217l1T'1s 11 .11s111s-ffl�lf��. 1131}f� I I r 3 POLE DETAIL PARKING LOT SCALE: NTS -- LIGHTFCXTURE REFERENCE SPECIFICATION SHEETS FOR POLE SPECS 29'-8" 3P I r CONCRETE POLE BASE FINISHED GRADE �J 4 POLE DETAIL STREET SCALE: NTS I v� a�i.•z�, .�,i�aw On -Sits Light 4 Sw xcy, L 1111 HFGHWAY15 NORTH BUTTE 201 81'86ALO MN 55313 PH:763.684.1548 FA-K:763.682.9W Regency - Centers. APPLEWOOD VILLAGE 3400 YOUNGFIELD STREET WHEAT RIDOB, CO 80033 4 `- I F'A'B 1NIr uLacetmra4 f 11 0K ] CAf% 5 U TFU JGM TPLA.N I C4G VPI] 1}D i'5A 9, 2 n: 102016 JCM MWQI:FSr 3 a.`. J3.10fl 04L! um.'rRo pa 1(N M NlCR1L NECK' DJ.1fi D fl W :P Nk. hwA -- JGTA UNiii➢nL B.tVL 09 W20.9 I �.' M... - LED PHOTOMETRIC PLAN 1 RC90020 1 I "-" i °y� 1031.2076 LIGHT POLE BASE DETAIL T'YP, 3 E SCALE:NTS o ,m., ccanc�.muce4l - a,9srwa9s ,� G. CREWS c4,n•ft t>lt0E -w'uft rN"W�4em u: 'nn J �:V+c an �'Ne � •runs', Quer ' 4 Tnee •1-h9ACHF,Y , =art>Dwmru,.uw-,a0 onannwnx, mvnn- - _. On -311110 L11gnt11hp # 7 OF 11 & $LL11�4Y.'...- SL3.0 5 )MMERCIAL DEVELOPMENT F #14 — RIDGE, COLORADO 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. OF COLORADO _ jc_ ����3 ,i�61 _Y; IEASFEMER�a���si 1 �_ 3 I I I i APOR77ON OF LOT S APPLEWOOD VILLAGESHOPPINGCENTER SUBOWL510N • i F/IJNGNO. 21 _ 22.94ACRES' I ' EASEMENT 918, PG 468 ( TYP. OFF_ PLANT LIST - ON SIT QTY. COMMONISOTAWCAL NA SHADE TREES WESTERN HACKBERRY 4. C.M. ocddarlalis S SKYLINE HONEYLOC,UST ._. POOR GONOITION / EX BE TREE TO BE REMOVED i 20' HT.; T CAL'. --- PAIR CONDITION 1 TO BE REMOVED 22' KT..4" cos: EXISTING PETSMART NOT A PART NYE - SEE SH ® PROPOSED 8 GRANITE BOULDERS. APPROX. 301 z 24'Vi x 18"H (4 IN R.O. W. 14 ON SITE). BURYAM-140F BOULDER INTO FINISH GRADE. PROPOSED 13.796 S.F. RIVER ROCK MULCH COVER (288 SF R.O.W..+ 13,540 SF ON SITE) PROPOSED 8.423 S.F. COBBLE MULCH COVER PROPOSED 7.314 S.F. RTF FESCUE SOD- IRRIGATED (2.455 SF R.O.W. +4.730 SF ON SITE + 129 SF REDEVELOPMENT AREA B) PROPOSED 13.754 S.F. NATIVE SEED - IRRIGATED PROPOSED 3.648 S.F. SHREDDED HARDWOOD MULCH COVER NOTE: ALL MULCH MINIMUM 3" DEPTH. ROCK MULCH AREAS SHALL BE COVERED W/ SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC. BOULDER, COBBLE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLOR MIX OF BROWN, TAN, PINK, GRAY AND SHADES OF CREAM AND WHITE. OSterling Design Associates, Ilc L'PALCNG+NLERS LANLriCAPEARC4TECT4 2006 W. Ulu_ 8Mf. 03t!0 Lm ., CO 50120 W3.7944.47,271><' www.S:erli,ypesipiAaJ Jatas.pm PREPARED UNDER THE DRECT SUPERNEON OF YIAYNE T. STERLING COLORADO REGIS r- NON NO.144 FOR 8 INR 8` FIALF OF STERLING DESIGN ASSOCIATES.:. LC PRELIMINARY NOT FOR CON5TRUCTION STERLING DESIGN ASSOCIATES, LLC S REV19pN3 ME PLANTING SIZE REMARKS QTY. COMMON/BOTANICAL NAME PLANTING SIZE REMARKS QTY. COMMONIBOTANICAL NAME PLANTING SIZE REMARKS a: ,cs N0.: S are oesaR:InroIE . BY. asscRlrnorr. - DECIDUOUS SHRUBS ogre 12101/2017 PERENNIALS p_ AUNAOER: JGS MR—A- RY: JGS FNwE;:irn - 9RA-0 H". 2" CAL- FULL CROWN, O 33 BLUE. MIST SPIREA 5 GAL SPACING PER PLAN s 52 MOONSHINE YARROW 1 GAL. SPACING PER PLAN SSB SPEC. QUALITY CRryopleds x clanaonends'RIGe Mist' FULL FORM Achilloa'Malnshine FULL FORM 2" CAL. FULL CROWN, a 16 RABBI78RUSH 5 GAL. SPACING PER PLAN Glealhia .rta..artLros V. inemvs Skyllna 686 SPEC. QUALITY Chrysalhamnua nauae0eus FULL FORM ORNAMENTAL GRASSES 7 PATRIOT ELM 2"CAL. FULL CROWN, O ^.G RUSSIAN SAGE 5 GAL. SPACING PER PLAN 4 127 KARL FOERSTER FEATHER REED GRASS 1 GAL. SPACING PER PLAN � � Ulmus'Pelriol' 6&B SPEC QUALITY Pam"kia aldpliafalia FULL FORM (a ArH mr fis..tiflDra'Kad F.mtar' FULLFORM 0 15 MCKAYS `WHITE. POTENTILL A 5 GAL. SPACING PER PLAN • 67 BLUE AVENA GRASS 1 GAL SPACING PER PLAN ORNAMENTAL TREES POtentilla ffUIkDsa'MCKaY's Wh3e' PULL FORM HaliDlptr:chpn sempervirens FULL FORM - 6 SASKATOOH SERVICEBF-RRY 2" CAL. FULL CROWN, 0 84 DWARF FRAGRANT SUMAC 5 GAL, SPACING PER PLAN Amelanchlv ol,ILIA 3-1 TRUNKS 61,11SPEC.QUAUTY Rhus e!omatica'Gm-low' FULL FORM NOTES: ■ 1-0 SPRING SNOW CRASAPPLE 2" CAL FULL CROWN, 0 19 THREE -LEAF SUMAC 5 GAL. SPACING PER PLAN 1. SEE SHEET L102 =OR PROPOSED LANDSCAPE MATERIAL WITHIN RIGHT-OF-WAY. Mahlsr.'Spft Srwve B&B SPEC. QUALITY Rhus trilobate FULL FORM 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITY �— 2 IVORY SILK JAPANESE LIQ 2"CAL. FULL CROWN, 0 31 KNOCKOUTROSE 5GAL, SPACINGPERPLANCALCULATIONS, TO INCLUDE PLANT MATERIALS AND GROUND COVERS,. Syriry7a :eilcwaw wry Si&' B&B SPEC. QUALITY Rosa'Radmae FULL FORM 3. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN A.ND THE LANDSCAPE LEGEND, O 75 ANTHONY WATERER SPIREA 5 GAL SPACING PER PIAN THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF TREES SPjmA jeponim'Anthaly Waterei FULL FORM THESE 01.q 1. CREPANCIES. 4- ALL LIVING LANDSCAPING HALL BE SERVED BY AN AUTOMATIC, ZONED IRRIGATION OVERQREEN PINE 6'AUSTRIAN HT. FULL CROWN, STAKED SYSTEM. Pir•.0a nib a B&B SPEC. QUALITY EVERGREEN SHRUBS 145 GREEN CARPET JUNIPER 5 GAL, SPACING PER PLAN Junipe•us commwds'Green Cerpel' FULL FORM TO BE REMOVED 22' KT..4" cos: EXISTING PETSMART NOT A PART NYE - SEE SH ® PROPOSED 8 GRANITE BOULDERS. APPROX. 301 z 24'Vi x 18"H (4 IN R.O. W. 14 ON SITE). BURYAM-140F BOULDER INTO FINISH GRADE. PROPOSED 13.796 S.F. RIVER ROCK MULCH COVER (288 SF R.O.W..+ 13,540 SF ON SITE) PROPOSED 8.423 S.F. COBBLE MULCH COVER PROPOSED 7.314 S.F. RTF FESCUE SOD- IRRIGATED (2.455 SF R.O.W. +4.730 SF ON SITE + 129 SF REDEVELOPMENT AREA B) PROPOSED 13.754 S.F. NATIVE SEED - IRRIGATED PROPOSED 3.648 S.F. SHREDDED HARDWOOD MULCH COVER NOTE: ALL MULCH MINIMUM 3" DEPTH. ROCK MULCH AREAS SHALL BE COVERED W/ SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC. BOULDER, COBBLE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLOR MIX OF BROWN, TAN, PINK, GRAY AND SHADES OF CREAM AND WHITE. OSterling Design Associates, Ilc L'PALCNG+NLERS LANLriCAPEARC4TECT4 2006 W. Ulu_ 8Mf. 03t!0 Lm ., CO 50120 W3.7944.47,271><' www.S:erli,ypesipiAaJ Jatas.pm PREPARED UNDER THE DRECT SUPERNEON OF YIAYNE T. STERLING COLORADO REGIS r- NON NO.144 FOR 8 INR 8` FIALF OF STERLING DESIGN ASSOCIATES.:. LC PRELIMINARY NOT FOR CON5TRUCTION STERLING DESIGN ASSOCIATES, LLC S REV19pN3 NaSUcS G.: t E': gyp. -:IDP C[SCRIPaIXk ,Air4. dY: Jai F0.. R MiE. aflludYd CE4'R Pr4�Y' 0Np 0U&drt4 ar; JGS n0' a cae ON:W:u+A OESCR�P^AR: 3R0 S'JSANRJL M:JG4 na: a w:e arouma asscRlv:roN: mrcxresET a: ,cs N0.: S are oesaR:InroIE . BY. asscRlrnorr. - - ogre 12101/2017 1`f=30' p_ AUNAOER: JGS MR—A- RY: JGS FNwE;:irn - 9RA-0 H". RR�,ER. APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regev. ilr yY REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 LANDSCAPE PLAN (EAST) -ET NUNas: 8 OF 11 L101 tiNE WE sHtl 7 EX. HON EYL�01.1STI'FREE� T VIED 2Z ,? BE REMOVED .- CAL. 2 HT ., 9 FAIR CONDITION Ex. HONEVLOCU I TREU_ . TO BE REMOVED 22'HT 13" CAL GOOD C614011T!6� I EX. HONrYLOCVST_� TOBEREMOVED n HT.. 12" CAL GOOD 09N01�11O14 PEE)EqTRIAN1_10,HT EX HONEYLOdU§rTI4I1_— TO BE REMOVED N\ 1.1� ZZ MT., WCAL GOOD TCONDITION.T SEIET LIGHT' TO BE REMOVED 30 HT 12 CAL GOOD gPNq.ION EX.HONSYLOCUSTTRE: TO BE REMOVED 30' HT., W CAL. GOOD CONDITION PEDESTRIAN LIGHT APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT.RIDGE. COUNTY OF JEFFERSON, STATE OF COLORADO a -was a a Ill mri MATCHUNE SEESHEET8 ASH TREE __'--.. ............ .. L= —TO ....... 36 HT., lir CAL. BE REMOVED -- GOOD CONDITION . ....... 10,0'-PSCO EASEMENT i z EX. 2309. FIG SIM . ... ....... . 50.17 UTILITY EASEMENT PINE TREE--OF....8.0, witx SK. 1916, PG 45a —PROPOSED 16.0'SANITARY TO REMOVED SEWER EASEMENT 2(Y MT., 10- CAL. .... .. I EX. PINE TREE q TO BE ---------- I q. T H F EXPINETREE- IT 2 -_ CAL TO BE REMOVED, 22' FLOTI 0 EWPPM,, GOOD CONDITION EWOOD'4LNIAG v -z . 10 EX. PINE TREE ... C9 TER SPODIVIS" TO BE REMOVED 401 HT RACAL I— 7 . ..... .. . " 22.91ACRES, .... .. ..... -9 Z .......... ..... . ....... -- -------- i 4N I f ------- --- --- 4 HIP, -7 11 I - - - - - - - - - - - tEX. CRABAPPLE TREE- S, BC. T TO BE REMOVED CAL. �PORTIOAIOF�LOTI gEJ(o jHT, 9' *41P LLt 11 i 13K. 2745, 2 OD CONDITION ARe4kWOPP VXL46FSN0PPING CENTERSUBDWWON FJU ui A��,` EX. CRABAPPLE TREE_ Ac 96.2 4" _22.94ACRES r TO N T T 'T 12— CAL GOOD . T CONDITION . . ........... �_iNS�L NEW EDGER—- N REDEVELOPMENT' AREA EXISTING EXISTING BUILDING Q.34 ACRES t. ■ QDOBA I .... ....... MAyj1p1ARM IT N , I Il( I , lS NOTA REDEVELOPMENT (F UTU `FXCk6APIPLETREE EX CRABAPPLE TREE N. @ vi Eik:OVERIHEADWRES TO REMAINL.,. TO REMAIN TO BEBURIED ALONG 12! HT, lw CA�� I I'HT.. 1T CAL. �':RIGHT-OF-WAY GOOD CONDITION GOOD CONDITION'.,' LLuu EX. CRASAPPLE TREE EX, CRABAPPLE TREE 7 TO'REMAIN TO REMAIN 'd 0, �l , %I �.. , is' HT., 12, CAL. INSTALL NEWEDGER �9kt..,ITHTz, 10'CAL. GOQO CON61TON GOOD CONDITION CONTINUOUS WITH SEWER T 13K 1877 PG 11 EX. CRABAPPLE TRE 67 y 1Z HT., 12" CAL. 0 G—, I TO REMAIN I BE STING EASEMENJJ71. GOOD CONDITION m EX' TREE _"N' TO iEMAI ASH To _N HT.7. OAL_._"1: GOOD CONDITION .............. . . 22�+c _77= . ... ... I EX. ASH TREE HIT EXISMINIGY TO REMAIN ------ Ey, 6vm9iin ��Ris 1C.Ir SEWER EASEMENT TRIANGLE DRIVE TRIANGLE DRIVE DRIVE 20' HT., WCAL. FOBEBURIED ALONG _13K. 1832, PG 558 GOOD CONDITION RIGHT-OF-WAY YOUNG FIELD'STREET (fill PLANT LIST - RIGHT-OF-WAY LANDSCAPE DATA QTy_COMMONIBOTANICAL NAME PLANTING SIZE REMARKS TOTAL LOT AREA IRE -DEVELOPMENT 4REA X) 436.367 EF S.711E TREES DESCRIPTION REQUIRED PROPOSED NORTH• 0 is 30 60 SKYLINE HONEYLOCUST 2" CAL. FULLCROWN, OPEN SPACE-fLANDSCAPNG LIVING LANDSCAPING 10" WIN. OF GROSS LOT AREA 143.437 S.F. MIN. 10%143,458 S T. Gleditsia traCnthos , ine-Is Skyline B&B SPEC, QUALITY TURF 30% MAX. OF TOTAL LS AREA 113.038 S.F. MAX 11%14j30&F SCALE: 1'e 30' 6 GREENSPIRE LINDEN 2" CAL. FULL GROWN. Till. wIdata (1-1,1W S&B SPEC DUALITY SEC26-502.0.3_a LANDSCAPE WITHIN BLDG STBX ABUTTING PUMLIC —FtIlItS �_W" DESCRI TM LENGTH REQUIRED PROPOSED s PATRIOT FLM 2"CAL. FULL GROWN, IN 38THAVENUE54V 11TREE PERZIOLF)'19TREES 15 TREES' 1,11— 1pt".." B&B SPEC. QUALITY SEC26502.D3.b ONSITE LANDSCAPE DECIDUOUS SHRUBS DESCRIPTION 'REQUIRED PROPOSED 0 20 MCKAY'S WHIT!i POTENTILLA 5 GAL. SPACING PER PLAN TREES I TREE PER 1,000 SF RED. LIS AREA 144 TREES 45 TREES A 1 EXISTING TREE SHRUBS 0 SHRUBS PER 1,000 SF REQ. LS AREA 1435 SHRUGS 444 SHRUBS Polenfi:ls frutimsa'McKay's White' FULL FORM DUE TO SIGHT VISIBILITY RESTRICTIONS, STREET'fREEQUANIMY REDUCED TO T5 TREES. 1�Sterling Design Associates, III: CIVIL 20N W. U- 31, #302 Unt— CO 61121 303 7,B4 47_r Pi S- h'gO.!wA_c_ PREPARED UNDER THE DIRECT SUPERVISION OF WAY ET.STERLING COLORADO REGISTRATION NO. 144 OR a ON BEHALF OF STERLING DESIGN ASSOCIATES. ULC PRELIMINARY NOT FOR CONSTRUCTION I STEIRUNG DESIGN ASSOCIATES. LLC 56 E60. RESINS SC 1109YRMTTAL By! „w SL REIN: 12MI12017 1".3w JOS -1 DA- FILE . -------- SGS —1.1 APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO I 1—T REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL (303) 300-5300 37TTI,E. LANDSCAPE PLAN (WEST) 9 OF 11 L102 2 x ROOTBALL DIA. APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL. DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON; STATE OF COLORADO DO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEADWOOD AND CO -DOMINANT LEADERS AT LANDSCAPE ARCHITECTS DIRECTION ONLY, 12" NYLON TREE STRAP ON GUY WIRE AND AROUND TREETRUNK 112" DIAM. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE. 12 GAUGE GALVANIZED WIRE, DOUBLE STRAND TWISTED. 6' STEEL T -POST (2 MIN.) (4' EXPOSED) WRAP ENTIRE SURFACE OF TRUNK TO SECOND BRANCH WITH SPECIFIED TREE WRAP MATERIAL SECURED AT TOP AND BOTTOM & AT 2 -FT. INTERVALS. RE: SPECS FOR TIMING. SET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREW. 45" CIRCLE OF SHREDDED BARK MULCH (4" DEEP) AROUND BASE OF TREES IN GRASS AREAS. FORM SAUCER AROUND EDGE OF TREE PIT. FINISH GRADE REMOVE ALL TWINE AND WIRE FROM TOP AND SIDES OF ROOTRALL. PULL BURLAP BACK 213 MINIMUM, SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING. SPECIFIED BACKFILL MIXTURE STAKE TO EXTEND MIN. 24" INTO UNDISTURBED SOIL. UNDISTURBED SUSGRADE ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. REMOVE STAKING AFTER ONE YEAR. DECIDUOUS TREE PLANTING NOT TO SCALE CONCRETE CURB OR SIDEWALK PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 1" HIGHER THAN THE GRADE AT WHICH R GREW. DIG PLANT PIT TWICE AS WADE OR MORE AS THE CONTAINER. APPLY SPECIFIED MULCH 4" DEEP OVER SPECIFIED WEED MAT. FINISHED GRADE ALL JUNIPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASS OCCURS AT FINISH GRADE OF MULCH LAYER, LOOSEN SIDES OF PLANT PIT AND ROOTBALL. REMOVE CONTAINER BACKFILL: ONE THIRD ORGANIC MATTER TWO THIRDS SITE SOL THOROUGHLY MIXED. ANY BROKEN OR CRUMBLING ROOTBALL WLL BE REJECTED. REMOVING THE CONTAINER WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALL. SHRUB PLANTING 4 NOT TO SCALE 2 x ROOTBALL DIA. CLUMP TREES SHALL HAVE SPECIFIED NUMBER OF TRUNKS. SHRUB FORMS WILL BE REJECTED DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. WATER RING - INSTALL AT END OF PLANTING. REMOVE PRIOR TO SODDING OR IRRIGATED SEEDING. PLANT ROOTSALL 2" HIGHER THAN MICH IT GREW 'IN IRRIGATED AREAS) IN NONHRRIGATED.AREAS PLANT TREE AT GRADE WHICH IT GREW. APPLY 4" OF BARK MULCH TO THE OUTSIDE EDGE OF SAUCER UPON PLANTING APPLY 16.24" RING OF BARK MULCH 4" DEEP UPON COMPLETION OF SEEDING OR SODDING FINISHED GRADE CUT AND REMOVE BURLAP FROM TOP AND SIDES OF RO OTBALL. REMOVE ALL NARES AND NYLON TIES. IF TREE iS IN FIBER POT. REMOVE PRIOR TO PLANTING. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION. . HOLE SHOULD HAVE ROUGHENED SIDES CLUMP TREE PLANTING NOT TO SCALE LANDSCAPE NOTES 1. ALL LANDSCAPED AREAS AND PLANT MATERIAL SHALL BE SERVED BY A FUNCTIONING AUTOMATIC IRRIGATION SYSTEM MICH COMBINES DRIP & SUBSURFACE IRRIGATION WITH HIGH EFFICIENCY SPRINKLERS. 2. AT A VERTICAL DISTANCE OF 36" TO 96' ABOVE THE GUTTER FLOW LINE, UNOBSTRUCTED VIEW SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES WITHIN THE SIGHT DI STANCE TRIANGLES. 3, USE OF NON -LIVING MATERIALS SHALL NOT EXCEED 35% OF THE REQUIRED LANDSCAPE AREA. MOUNTED WITH FOUR 0 112"x4.5" STAINLESS STEEL ANCHOR BOLTS (CUSTOMER SUPPLIED) END UNIT -1 1W CAST IRON WATH 9118" MOUNTING HOLES SEAT STRAPS - IPE WOOD SLATS SEAT SUPPORTS - 5118" X 1 12' STEEL FLAT BAR SUPPORT PIPES - 01.315' z, 133" STEEL PIPE MANUFACTURER: SITESCAPES Phone: 402.421.9479 MODEL: Avondale Cant Imn, AVI-1010 Six:oot. SackW Bench, Soltace Monet SIZE 26"x34"x72" COLOR: BRONZE. POWDER COAT FINISH BENCH 5 NOT TO SCALE HORIZONTAL STRAPS - 1W x 1"STEEL FLAT EAR LID - .083 WALL STEEL LID LINER - HIGH DENSITY POLYETHYLENE LINER WATH HANDLES SURFACE MOUNT PLATES - 5116" x 1 12" STEEL PLATE MANUFACTURER: SiTESCAPES Phone: 402.421.9479 MODEL: VAWPon SIA• Door w WNL, WP2-2200-PF 36 Gal. Capacity, Fiat Top, Surface W nt SIZE. 25' x 34" x 32" COLOR: BRONZE, POWDER COAT FINISH TRASH RECEPTACLE NOT TO SCALE O Stel-ling Design Associates, Ik CNIL ENGINEERS I AND -W VIt ARCH: TECTS tow W. L,tuecm 81- 43DO LMIkt-CO SP120 303.794.1727 0 —Sta"D—pAsuKab — PREPARED UNDERTHE OREC SVPERVISION Of WAYNE T. STERLING COLORADO REGISTRATION W. 144 FCR SON 8EMALF OF STERLNG DESIGN ASSDOMTES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC ND. , aaDalti icOVmfr a(: A5 a�alPrwr.. a+asaasTat rn a nn,t. uv+wm ey: dcs ,>EscaPrlut >Ro sLeMmh Ip.. a M�T2 uNXKA,a KMJ' RED.1N bf' OF.9CPtirKtt . pFfJXVImpN - ore. xrve: 12MI2017 JGS n v..wsEn f I,; �INp auwn ar caawwc Fak, JGS r nxa: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency- Centers. egencyCenters. mi - REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 3GU-5300 9HE_}'iiRF. LANDSCAPE NOTES 8: DETAILS suE�-ws+rxx.". 10 OF 11 L103 }- DO NOT CUT OR DAMAGE LEADER 'S- RUBBER HOSE (1:'2" DIA.) OR 12" NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE. — 012 GALVANIZED WIRE TWISTED DOUBLE STRAND. MIN. 3 GUY WIRES PER TREE. 12" DIA. X 36" LONG W-fTE PVC PIPE _ yy ON EACH GUY WIRE. SET ROOTBALL 3" HIGHER THAN GRADE AT WHICHTREEGREiV.. I - APPLY 4" OF BARK MULCH TO THE OUTSIDE EDGE OF / SAUCER UPON PLANTING APPLY 18-24" RING OF BARK MULCH 4" DEEP UPON COMPLETION OF SEEDING OR /! SODDING. FINISHED GRADE 30" METAL'T' STAKE. DRIVE VERTICALLY INTO UNDISTURBED SOIL. FLUSH VOGRADE. _--_ REMOVE BURLAP FROM TOP 2,30E ROOTSALL. z--4tMOVE TWINE& WIRE FROM TOP AND SIDES OF ROOTBALL. UNDISTURBED BUBGRADE SPECIFIED BACKFILL MIXTURE HOLE SHOULD HAVE ROUGHENED SIDES AND 2x ROOTSALL OiA. FERTILIZER APPLICATION REMOVE GUYING AFTER ONE YEAR INSTALL SPECIFIED MULCH TO ORIPLINE OF TREE WHERE PLANTED IN LAWNAREAS. DO NOT PROVIDE WATER BASIN IN IRRIGATED LAWN AREAS. EVERGREEN TREE PLANTING 3 NOT TO SCALE MOUNTED WITH FOUR 0 112"x4.5" STAINLESS STEEL ANCHOR BOLTS (CUSTOMER SUPPLIED) END UNIT -1 1W CAST IRON WATH 9118" MOUNTING HOLES SEAT STRAPS - IPE WOOD SLATS SEAT SUPPORTS - 5118" X 1 12' STEEL FLAT BAR SUPPORT PIPES - 01.315' z, 133" STEEL PIPE MANUFACTURER: SITESCAPES Phone: 402.421.9479 MODEL: Avondale Cant Imn, AVI-1010 Six:oot. SackW Bench, Soltace Monet SIZE 26"x34"x72" COLOR: BRONZE. POWDER COAT FINISH BENCH 5 NOT TO SCALE HORIZONTAL STRAPS - 1W x 1"STEEL FLAT EAR LID - .083 WALL STEEL LID LINER - HIGH DENSITY POLYETHYLENE LINER WATH HANDLES SURFACE MOUNT PLATES - 5116" x 1 12" STEEL PLATE MANUFACTURER: SiTESCAPES Phone: 402.421.9479 MODEL: VAWPon SIA• Door w WNL, WP2-2200-PF 36 Gal. Capacity, Fiat Top, Surface W nt SIZE. 25' x 34" x 32" COLOR: BRONZE, POWDER COAT FINISH TRASH RECEPTACLE NOT TO SCALE O Stel-ling Design Associates, Ik CNIL ENGINEERS I AND -W VIt ARCH: TECTS tow W. L,tuecm 81- 43DO LMIkt-CO SP120 303.794.1727 0 —Sta"D—pAsuKab — PREPARED UNDERTHE OREC SVPERVISION Of WAYNE T. STERLING COLORADO REGISTRATION W. 144 FCR SON 8EMALF OF STERLNG DESIGN ASSDOMTES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC ND. , aaDalti icOVmfr a(: A5 a�alPrwr.. a+asaasTat rn a nn,t. uv+wm ey: dcs ,>EscaPrlut >Ro sLeMmh Ip.. a M�T2 uNXKA,a KMJ' RED.1N bf' OF.9CPtirKtt . pFfJXVImpN - ore. xrve: 12MI2017 JGS n v..wsEn f I,; �INp auwn ar caawwc Fak, JGS r nxa: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency- Centers. egencyCenters. mi - REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 3GU-5300 9HE_}'iiRF. LANDSCAPE NOTES 8: DETAILS suE�-ws+rxx.". 10 OF 11 L103 ,7 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO LANDSCAPE NOTES ,. COORDINATION THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WTH THE CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, STRUCTURAL AND IRRIGATION PLANS AND SPECIFICATIONS TO FORM COMPLETE INFORMATION REGARDING THIS SIT-- 2. NE2. COMPLIANCE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES. 3. GUARANTEE ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR, FROM DATE OF FINAL ACCEPTANCE, AT NO ADDITIONAL COST TO THE OWNER. 4. COMPLETION AND MAINTENANCE A FINAL ACCEPTANCE: WITHIN TEN DAYS OF CONTRACTOR'S NOTICE THAT THE ENTIRE PROJECT IS COMPLETE, THE L.A. SHALL REVIEW INSTALLATION. IF FINAL ACCEPTANCE ISNOT GIVEN, THE L.A. SHALL PREPARE A PUNCH LIST OF PENDING ITEMS- THE PUNCH LIST ITEMS SHALL BE COMPLETED BY THE CONTRACTOR WITHIN TEN CALENDAR DAYS FROM DATE ISSUED. SUBSEQUENT REVIEWAND APPROVAL SHALL SIGNIFY ACCEPTANCE. B. MAINTENANCE: ALL LANDSCAPING SHALL BE MAINTAINED FROM INSTALLATION TO FINAL ACCEPTANCE. MAINTENANCE SHALL INCLUDE WATERING, FERTILIZING, WEEDING, MOVNNG, TRIMMING, ROLLING, REGRADING, REPLANTING, DISEASE AND INSECT PROTECTION, 5. SITE CONDITIONS LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS DO NOT PROCEED UNTIL CONDITIONS ARE CORRECTED. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHED GRADES AND POSITIVE DRAINAGE IN LANDSCAPE AREAS. 6. DAMAGE AND CLEANING A. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DUE TO THIS WORKAT NO ADDMONAL COST TO THE OWNER. B, CONTRACTOR SHALL CLEAN ALL AREAS DUE TO THIS WORK AND PROPERLY REMOVE ALL UNUSED MATERIALS FROM SITE. 7. RIGHT OF REJECTION OWNERAANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIALS AT ANY TIME. ALL PLANT MATERIALS SHALL MEET THE MINIMUM CURRENT "AMERICAN STANDARDS FOR NURSERY STOCK! By THEAMERICAN ASSOCIATION OF NURSERYMEN. CONTRACTOR SHALL PROVIDE SAMPLES, SPECS, AND OR TAGS FOR ALL MATERIAL'- S. ATERIALS8. SOIL PREPARATION - SOD AND SHRUB BED AREAS SHALL RECEIVE SIX INCHES OF APPROVED TOPSOIL. AMEND SOIL WITH FOUR CUBIC YARDS PER THOUSAND SQUARE FEET OF ORGANIC 'COMPOST. COMPOST TO HAVE A C:N RATIO SETWEEN 15:7 AND 30:1 LESS THAN 6 mmh0sicm SALT CONTENT, A pH BETWEEN 6.5 AND 8.5. AND OVER 3D%ORGAN IC MATTER. APPUY5 LBS OF 20.10-5 GRANULAR FERTILIZER PER THOUSAND SQ, FEET. ROTOTILL AMENDMENTS AND TOPSOIL TO A DEPTH OF SIX INCHES. VERIFY SOIL PREP SPECIFICATIONS WITH WATER PROVIDER STANDARDS. PROVIDE EVIDENCE OF APPLICATION AS REQUIRED. RAISED PLANTERS SHALL BE FILLED TO 36" DEPTH WITH A BLENDED SOIL CONTAINING 33% PREMIUM COMPOSTANO 6B% SCREENED TOPSOIL. B. PLANTING TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. STAKE AND CaIJY TREES PER DETAILS. TREE AND SHRUB BED LOCATIONS SHALL BE. APPROVED PRIOR TO PLANTING. BACKFILL WITH 113 SOIL AMENDMENT AND V3 SITE SOIL, THOROUGHLY MIXED. FERTILIZE .AS RECOMMENDED WITH AGRIFORM TABLETS. 10. EDGER INSTALL 4" ROLL-TOP RYERSON STEEL EDGING (14 GAUGE WITH GREEN FINISH) OR EQUAL, INSTALL WITH STAKES AND SPLICERS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL BETWEEN ALL SOD OR SEEDED AREAS AND MULCHED AREAS. 11. MULCH ALL SHRUB AND PERENNIAL BEDS SHALL BE MULCHED WITH EITHER SHREDDED HARDWOOD MULCH, 3"4" COSELE, OR i 172" ROUNDED RIVER ROCK WHERE SPECIFIED ON PLANS, ROCK MULCH TO BE PLACED OVER DEWITT PRO 5 FILTER FABRIC, 3` DEEP. (SUBMIT SAMPLES) 2, SODDING SOD SHALLSE "RTF" FESCUE BY GREEN VALLEY TURF (GVT) (303-788-8764). SOIL PREP.. INSTALL AND WATER ACCORDING TO GVTGUIDELINES. 1S. MAINTENANCE THE PROPERTY OWNER OF RECORD, THE OWNER'S AGENT OR TENANT SHALL KEEP ALL LANDSCAPING IN A WELL MAINTAINED AND HEALTHY GROWING CONDITION. 14, IRRIGATION A DESIGN BUILD. AUTOMATIC IRRIGATION SYSTEM, MEETING LOCAL REQUIREMENTS, SHALL W DESIGNED AND INSTALLED PROVIDING ADEQUATE IRRIGATION COVERAGE TO PROPOSED LANDSCAPE AREAS, ALL SHRUB AREAS SHALL USE DRIP IRRIGATION. REFER TO THE UTILITY PLAN FOR THE IRRIGATION CONNECTION LOCATION. THE WATER SUPPLY AND BACKFLOW PREVENTER IS TO BE CONNECTED TO THE BUILDING SERVICE LINE AFTER THE WATER FLOWS THROUGH THE METER. SEEDING NOTES SUBMIT ALL SEEDING,MULCHING, AND WATER SCHEDULE SPECIFICATIONSTO THE OWNER FOR FINAL APPROVAL PRIOR TO WORK SOIL PREP: APPLY STOCKPILED TOPSOILAND 100 LBS_ OF DIAMMONIUM PHOSPHATE PER ACRE TO AN APPROVED SUBGRADE. USE A DISK OR HARROW TO PREPARE THE SEED BED AND COMPLETE FINISH GRADING, REMOVE ALL STONES, DIRT CLODS, STICKS, FOREIGN MATERIALS, ETC. I"OR LARGER. SEEDING' USE A GRASS ORIILL WITH A SEED AGITATOR TO ENSURE THAT THE SEED IS DRILLED EVENLY TO A 1/2'DEPTH. MULCH: CRIMP HAY OR STRAW INTO THE SOIL AT 3,000 LBS. PER ACRE. EROSION CONTROL BLANKETS SHALL BE UTILIZED ON SLOPES OF 3:1 OR GREATER FOR GRASS ESTABLISHMENT, INSTALL SINGLE NET ALL NATURAL JUTEISCRIM BIODEGRADABLE BLANKETS WITH A 12 MONTH BIODEGRADABLE 2" SPACED NETTING MADE FROM BIODEGRADABLE COTTON AND INSTALL PER MANUFACTURERS RECOMMENDATIONS, WATER: CONTRACTOR SHALL APPLY MIN. 112" OF WATER TO SEED AREAS, T'WACE PER WEEK, FOR FOUR WEEKS. CONTRACTOR TO SUPPLY ALL EQUIPMENT AND LABOR - RESEED AND MULCH BARE OR ERODED AREAS AFTER ONE MONTH PERIOD. CONTRACTOR SHALL BE FULLY LOW GROW GRASS MIX BY ARKANSAS VALLEY SEED (877-507-3337) GRASS MIX PERCENT EPHRAIM CRESTED WHEATGRASS 30% SHEEP FESCUE 25% PERENNIALRYE 20% CHEWINGS FESCUE 16% KENTUCKY BLUEGRASS 10% TOTAL 100% 22.0 LBS. OF P.L.6 PER ACRE DRILLED IRRIGATION DESIGN/BUILD NOTES 1. CONTRACTOR SHALL. COORDINATE WITH THE SHOPPING CENTER OWNER AND MAINTENANCE GROUP THE LOCATIONS OF THE EXISTING IRRIGATION MAINLINES, LATERAL LINES, WIRING, AND HEADS IN THE FIELD. POINT OF CONNECTION 15 NOTED ON LANDSCAPE PLAN. CONTRACTOR SHALL ISOLATE THE REDEVELOPMENT AREAW SYSTEM FROM THE SHOPPING CENTER SYSTEM. CUT, CAP, EXTEND, AND RECONNECTALL SHOPPING CENTER IRRIGATION MAINLINE, LATERAL LINES, AND WIRING AS NECESSARY. IMMEDIATELY REPAIR AND/OR REPLACE ANY EXISTING IRRIGATION DAMAGED DURING CONSTRUCTION- ADJUST EXISTING IRRIGATION AS NECESSARY70 MAINTAIN PROPER COVERAGE OF IRRIGATION TO REMAIN. 2. CONTRACTOR SHALL COORDINATE WITH THE SHOPPING CENTER OWNER AND MAINTENANCE GROUP FOR THE CONNECTION OF NEW ZONES AND LOCATION OF NEW CONTROLLER. 1 ALL TURF AREAS SHALL HAVE HEAD TO HEAD COVERAGE WITH APPROPRIATE DRIP IRRIGATION TO ALL SHRUBS AND PERENNIALS AREAS, 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING SHOPPING CENTER IRRIGATION IN PP..OPER FUNCTIONING ORDER DURING CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL ENSURE THE SHOPPING CENTER SYSTEM IS WORKING TO THE SATISFACTION OF 7HE SHOPPING CENTER OWNERMAINTENANCE GROUP. S. CONTRACTOR SHALL RUN ENTIRE SYSTEM FOR OWNER OPERATIONS REPRESENTATIVE FOR FINAL APPROVAL. AND ACCEPTANCE. 6. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE. 7. AL1. UPGRADES AND/OR MODIFICATIONS SHALL MEET CURRENT IRRIGATION INDUSTRY STANDARDS FOR THE CITY OF WHEAT RIDGE AND STATE OF COLORADO. TREE PROTECTION NOTES 1. CONTRACTORS SHALL COMPLY WITH THESE NOTES AND THE CITY OF WHEAT RIDGE STANDARDS FOR ALL EXISTING TREES TO REMAIN. 2. TREE PRESERVATION MEASURES MUST BE IN PLACE BEFORE CONSTRUCTION, DEMOLITION ANDrOR GRADING ACTIVITIES COMMENCE. CITY MAY STOP GONSTRUCTION IF TREE PRESERVATION MEASURES ARE NOT IN PLACE AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 3, TREES CALLED OUT FOR PRESERVATION SHALL BE FENCED AT THE DRIPUNE. FENCING MAY OCCUR AT THE COMBINED DRPLINES OF GROVES OF TREES, PLACE 3 INCH BARK MULCH BENEATH DRIPLINES OF TREES TO BE PRESERVED, 4. FENCING SHALL BE 3 FEET TALL SNOW FENCING WITH STEEL POSTS EMBEDDED IN THE GROUND. 5, NO GRADING SHALL OCCUR WITHIN THE DRIPLINESIFENCED AREA OF EXISTING TREES. 6. NO CONSTRUCTION MATERIALS OR CONSTRUCTION VEHICLES MAYBE STORED WITHIN THE ORIPLINES/FENCED AREA OF EXISTING TREES. 7, CONSTRUCTION VEHICLES OR MACHINERY MAY NOT PASS BETWEEN TWO OR MORE EXISTING TREES IDENTIFIED FOR PRESERVATION IF THEIR CANOPIES ARE WITHIN 10 FEET OF TOUCHING. ADD I ZONAL FENCING MAY BE REQUIRED. B. THE CONTRACTOR IS REQUIRED TO HAVE AN ARBORIST CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) ON SITE IF SITE CONSTRUCTION EFFORTS REQUIRE REMOVAL OF EXISTING ROOTS OR BRANCH PRUNING, D. UNAUTHORIZED TREE REMOVAL OR DAMAGE IS SUBJECT TO REPLACEMENT EQUAL TO THE APPRAISED VALUE OF THE TREE LOST. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTATION OF ALL EXISTING TREES TO REMAIN,PRIOR TO CONSTRUCTION. ID, THE CONTRACTOR IS REOUIRED TO WATER, FERTILIZE AND. ATTEND TO OTHER MAINTENANCE NEEDS OF EXISTING TREES TO MAINTAIN HEALTHY GROWTH THROUGHOUT THE CONSTRUCTION PERIOD. AN EARTH BERM MEASURING MINIMUM 6 FEET IN DIAMETER, AND 61NCHES IN H£!GHT SHALL SECONSTRUCTEO AT TH£ BASE OF EACH TREE TO FUNCTION AS A TEMPORARY WATERING BASIN DURING THE CONSTRUCTION PERIOD. TREES SHALL BE WATERED ACCORDING TO WEATHER AND TREE SPECIES REQUIREMENTS. ROOTZONE PROTECTION VARIES DRIPLINETOORIPUNE EXISTING TREE TO REMAIN -- PROVIDE SNOW FENCING OR EQUAL AT DRIPLINE (MINIMUW. SECURE WITH STEEL STAKES. SEE TREE PROTECTION NOTES EXISTING TREE PROTECTION NOT TO SCALE Sterling Design Associates, Ilc CIVIL EN INEERS LANDSCAPE ARCHIMC75 2008 W. Lktk,- BW ODD Lktkt- CO WI20 303.794.4727 pn www,$terlNgDosOnAxaxmoc.wrn PREPARED UNDER THE DIRECT SUPERWSION OF WAYNET.STERUNG COLORADOREGSTRATiON NO -144 FOR h ON fiEf 0 OF STERLING DESIGN ASSO TES, ttC PRELIMINARY NOT FOR CONSTRUGTION STERLING DESIGN ASSOCIATES. LLC 4RENSIgi4 NJ. f DA+F. 1MnkOtr kI: JUS __ rx-acstrl+ma: rK L`ME �,12t,3A16 AL aY. Ja6 Deyc:6rmzau aaD ausuRrN xD.. � CAR`. C.11b:.',118 DY: JDS D�a:wsEr, 121D1f209T _ - �cue:rN4NrxR W ECT—. JGS M: yr' DRAWmTFY.F: JOS PRC ELT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency - Centers. REGENCY CENTERS 8480 ORCHARD RD, SUITE 6900 GREENWOOD VILLAGE, CO 60111 TEL'(303)300-5300 SF';ETTR:E. LANDSCAPE NOTES & DETAILS srleE: wuRE,r. - 11 OF 11 L104