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HomeMy WebLinkAboutS&S Plumbing Planned Commercial Development1 7.007.1(o91 03 hci /2020 %1: 15, Sq Cclunlry aq -i&Xie e_ -'n^ mC c'r%le rr4m 3 S&S PLUMBING PLANNED COMMERCIAL DEVE[OPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO NORTH LINE OF SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO LEGAL DESCRIPTION (PER WARRANTY DEED AT REC. #2018008652) LOT 1, HINKLE CONSOLIDATION. CHV OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. BENCHMARK CITY OF WHEAT RIDGE, PHAC 4 BEING A J' STAINLFS5 STEEL ROD INA MONUMENT WELL LOCATED DIRECTLY NORTH OF THE PARKING LOT FOR FRURDALE PARK AT THE INTERSECTION OF MILLER ST. AND W. 47TH AVE. IN WHEAT RIDGE. ELEVATION = 5375.38' NAVD88 ' BASIS OF BEARINGS BASED ON THE NORTH LINE OF THE SOUTHEAST ONE' -QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OFTHE GTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, 5TACE OF COLORADO, ASSUMED TO BEAR N89'11'13"E UTILITY CONTACT VALLEY WATER DISTRICT 12 W1 W 5214D AVE WHEAT RIDGE. CO 80033 TELEPHONE: 303.424.9661 FRUITDALE SANITATION DISTRICT 4990 MILLER STREET WHEAT RIDGE, CO 80033 TELEPHONE: 303.424.5476 COMCAST 6793 W CANYON AVE 413C LITT:-ETCH, CO 80128 TELEPHONE. 303.930.2000 CENTURY LINK 700 W MINERAL AVE UTT LETON, CO 80120 TELEPHO NE: 866.642,0444 XCELENERGY 10001 HAMPDEN AVENUE LAKEWOOD. CO 80227 CONTACT: DONNA SANDERS TELEPHONE: 303.716.2072 Know what's WOW. Call before you dig. PROJECT TEAM OWNER 5&S PLUMBING SERVICES INC. 3420 GARLAND STREET WHEAT RIDGE, COLORADO 80033 CONTACT: ALICE HINKLE CIVIL ENGINEER POINT CONSULTING, LLC 8460W KEN CARYL AVE, SUITE 101 UTTLETON, CO 80128 CONTACT:.IFFANY 0. WATSON, PE TELEPHONE: 720.258.6836 LANDSCAPE ARCHITECTURE POINT CONSULTING, LLC 8460 W KEN CARYL AVE, SUITE 101 LTM LETON, CO 80128 CONTACT: JIM SHIPTON, RLA TELEPHONE: 720 25SM36 ARCHITECT MCPHERSON ARCHITECTURE 1735 NINETEENTH STREET 0200 DENVER C080202 CONTACT: ZACH MILLER TELEPHONE: 740.978.0171 SURVEYOR POINT CONSULTING, LLC 84AC W KEN CARYL AVE, SUITE 101 LITTLETON, CO W128 CONTACT: CAMERON M. WATSON PLS - SURVEYOR VICINITY MAP 1" = 2000' SHEETINDEX l CE 7 COVER SHEET 2 OF7 SITE PLAN 30F7 LANDSCAPE PLAN 4 OF'7 LANDSCAPE DETAILS S OF 7 BUILDING ELEVATION I 6OF 7 BUILDING ELEVATION 2 7 O 7 PHOTOMETRIC PLAN CASE HISTORY WZ-19.05 WA -19-05 VC -02-03 FAS -19.05 OWNERS CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGE" -I" HEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANTTO THE PROVISIONS OF SECTION 26-.12.1 OF THE WHEAT RIDGE CODE OF LAWS. 12060 W. 52ND AVENUE ILC JA W AN Ai Ct J. H3NKLE TITLE: OWNERS STATE OF COLORADO ) )SS COUNTY OF JEFFERSON } THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED B ORE ME THIS _21"DAY OF�. A. D.201&_BY h6414 . 1LaG 4SL ti L WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES - UC HAR;. )'NRYFUB.�3 :' l /r. Vii.. v •> :.114 . N✓Itlti i. t"2'i: tiwa`::Gli i�Nt � MIs nE• •. . SURVEYORS CERTIFICATE I, CAMERON M. WATSON DO HEREBY CERTIFY THAT T HE SURVEY OF THE BOUNDARY OF HINKLE CONSOLIDATION WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELI EF, I N ACCORDANCE WITH ALL APPLICABLE COLORADO STATURES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING P CURATELY REPRESENTS SAID SURVEY. gl` ti.4 7 ,E .* SIGNATURE PLANNING COMMISSION CERTIFICATION APPROVED THIS 'DAY OF& f �L����((BY THE WHEAFRIDGE PLANNING COMMN. �T+�p �p CITY CERTIFICATION APPROVED THIS .±AY OFCt . BYTHE CITY OF'.r EATRi ATTEST'+' VVV... 111 * si •.r... CITY CLERK JAYOl �`" -._. OMMUNITY DEVE.OPME• IR�i> COUNTY CLERK AND RECORDERS CERTIFICATE STATE. OF COLORADO )` } 55 COUNTY OF JEFFERSON } 1 HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OFJEFFERSON COUNTY AT GOLDEN, COLORADO, ATO'C�LLOCCKA-M..00N.�THE R, tIAYOPAGE � NO..Jit.w�a[.k/�) `� •`,' JEFFERSON COUNTY CLERK AND RECORDERGA&V P , BY:����� �/ `_J '0 W V) o: 0 -Zco� w I = O :J Z 6KCQ O 0- mmmm D- yyN� ad U C U V V h U" ti W gPPo RRR „ ZOZ0021 S&S PLUMBING PLANNED COMMERCIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO NORTH LINE OF SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO --------------- - EX, HYDRANT W. 52ND AVE MANHOLE- � EX. STORM INLET� --- (60' R.O.W)_---__�------ ------ - ____ _ EX. SIGN EX. LIGHT POLE CONCRETE _ _ SRI /ETNAY- EX. LI'HT POLE I c s- INVERTED U _._._ EX. TRANSFORMER_ — EX. SIDEWALK ---BIKE RACK _ A_- -- EX. SIDEWALK LS EXISTING 10' ACCESS EASEMENT RECEPTION N0. F0858118 aQ'- 10' ` STOP SIGN - I NO PARKING mi MANHOLE - M�� FIRE LANE SIGN l 5 POND OUTLET r / CONCRETE SIDEWALK LEGEND 53 Z I I 1 LS i i I EX. PAVED DRIVE I WHEATRIDGE INDUSTRIAL 1 CENTER SUBDIVISION 12' S H O P PROPERTIES LLC �' I CONCRETE 12200 W, 52ND AVE u I DRIVEWAY26 REC. NO. F0672939-1998 I I INGRESS/EGRESS iY 12' + ESMT REC. NO.NO PARKING 84102000 FIRE LANE SIGNCONCRET i 4 DRIVEWAY STOP SIGN - �Y CONCRETE I . DRIVEWAY T; EX. EDGE OF ASPHALT I + 22' vrl .. ' CURSTRANSITION I FROM 0" TO 6" HEIGHT ! I VALLEY WATER DISTRICT £SMT REC. NO. 82070583 zj I I RETAINING WALL !' J Know what's below. Call before you dig. CONCRETE CHANNEL WJ DIAMOND STEEL PLATE 100' CURB TRANSITION FROM 0" TO 6" HEIGHT ADA RAMP ACCESSIBLE PARKING SIGN WHITE ACCESSIBLE PARKING SYMBOL S&S PLUMBING 7000 SF ADA RAMP FFE: 5494.50 CONCRETE SIDEWALK SIDEWALK CONCRETE SIDEWALK 70.0' 26' ADA RAMP - LS _- ASPHALT DRIVE --1 40.5' NOP _KING FIRE NE 'INT 14" :'r,hITE 128.5' PAR IGINGSIRIPE VERTICAL CURB AND GUTTER - Y DRAINAGE EASEMENT. �'I .� VALENTIINO, INSIDE EDGE OF POND r 140EMANUELJ i I —I� ASPHALT DRIVE-� ( ' i I & W. 5EILEEN B ...1_ a-' 12050 W. 52ND AVE 18.5' I , '+' REC. NO. 92133526 LS )I) —t- -- / 2' CUR8 CUT — — VERTICAL CURB AND GUTTER - TRASH ENCLOSURE !� EX. ASPHALT - 8.5' !- EMERGENCY SPILLWAY f GRASS SWALE EI i I .z1 'I EX. BUILDING il. LS I $ RETAINING WALL \- 4' CEDAR FENCE J�cmv�MpE9C1i�O STOP SIGN - 3k00 UZK7} MANHOLE - U'w� OZIw�,Uw 5 POND OUTLET r 4' CEDAR FENCE LEGEND Z 2' CURB CUT--\ a V up y a q I E Y w 10' FEX ..1L11LLLLLdddLLL 4" THICK YELLOW q -1 g� DIAGONAL 3 BUILDING _ PAVEMEfJTMARKING z — - — -�- SIGNAGE 14' - 33.0' LS " *I RETAINING WALL I Y DRAINAGE EASEMENT. �'I .� VALENTIINO, INSIDE EDGE OF POND r 140EMANUELJ i I —I� ASPHALT DRIVE-� ( ' i I & W. 5EILEEN B ...1_ a-' 12050 W. 52ND AVE 18.5' I , '+' REC. NO. 92133526 LS )I) —t- -- / 2' CUR8 CUT — — VERTICAL CURB AND GUTTER - TRASH ENCLOSURE !� EX. ASPHALT - 8.5' !- EMERGENCY SPILLWAY f GRASS SWALE EI i I .z1 'I EX. BUILDING il. LS I $ RETAINING WALL \- 4' CEDAR FENCE SITE DATA SITE AREA: 23,498 SF ZONE: PLANNED COMMERCIAL DEVELOPMENT (PCD) BUILDINGil0005P 30%COVEF.AGE MINIMUM SETBACKS REQUIRED: FRONT: 012 FOOT BUILD TO AREA FRONTAGE: SIDE: 5 FOOT MINIMUM PER STQRY REAR:15' PARKING: REQUIRED _ PROVIDED OFFICE (4120 SF) 1 SPACE PER +' SF (14) WAREHOUSE (3930 SF) 1 SPACE PER 600 SF (7) HANDICAP =1 SPACE PER 25 SPACES 3, TOTAL 21+1 ACCESSIBLE 23+1 ACCESSIBLE 4 BICYCLE SPACES PROVIDED (2 U -RACKS) LANDSCAPE REQUIRED: MIN 20%X 23A98 SF 4700 SF LANDSCAPE PROVIDED: 5319 SF 123%), GENERAL NOTES 1. REFEREN CE SHEET CO.00 FOR PROJEC7 BENCHMARK AND BASIS OF BEARINGS 2. W 52NO AVE DESIGN BY CITY OFW4EAT RIDGE, DATED 09.03.19. 3. APPROVED EVA SHALLBE PROVIDED DURING CONSTRUCTION. UNLESS OTHERWISE APPROVED, THE EVA SHALL CONSIST OF THE FIRST LIFT OF ASPHALT OR CONCRETE SHALL BE PROVIDED PRIOR TO COMMENCING VERTICAL CONSTRUCTION, 4. DESIGN FOR THE RETAINING WALL IS TO BE PERFORMED BY OTHERS. 5. F IRE HYDRANTS SHALL BE INSTALLE6 AND OPERATIONALTO PROVIDE THE. b11NIMUM REQUIRED FIRE FLOW PRIOR TO COMMENCING VERTICAL CONSTRUCTION. z z O w U W (L O ce IJu ce wo CL u U � U X05 N v ak<< Gg�E. U�6U �NmQ „ IB B a STALE I"=16' RRR J�cmv�MpE9C1i�O 3k00 UZK7} U'w� OZIw�,Uw LEGEND --�--� PROPERTY UNE ! V up y a q ...,........_._..._.. EXISTING CURB AND GUTTER Z y J U N - CURB AND GUT d 3 z b — — EASEMENT BOUNDARY Q m LS LANDSCAPE AREA LS — - — -�- SIGNAGE :- ROAD LIGHTING'. SITE DATA SITE AREA: 23,498 SF ZONE: PLANNED COMMERCIAL DEVELOPMENT (PCD) BUILDINGil0005P 30%COVEF.AGE MINIMUM SETBACKS REQUIRED: FRONT: 012 FOOT BUILD TO AREA FRONTAGE: SIDE: 5 FOOT MINIMUM PER STQRY REAR:15' PARKING: REQUIRED _ PROVIDED OFFICE (4120 SF) 1 SPACE PER +' SF (14) WAREHOUSE (3930 SF) 1 SPACE PER 600 SF (7) HANDICAP =1 SPACE PER 25 SPACES 3, TOTAL 21+1 ACCESSIBLE 23+1 ACCESSIBLE 4 BICYCLE SPACES PROVIDED (2 U -RACKS) LANDSCAPE REQUIRED: MIN 20%X 23A98 SF 4700 SF LANDSCAPE PROVIDED: 5319 SF 123%), GENERAL NOTES 1. REFEREN CE SHEET CO.00 FOR PROJEC7 BENCHMARK AND BASIS OF BEARINGS 2. W 52NO AVE DESIGN BY CITY OFW4EAT RIDGE, DATED 09.03.19. 3. APPROVED EVA SHALLBE PROVIDED DURING CONSTRUCTION. UNLESS OTHERWISE APPROVED, THE EVA SHALL CONSIST OF THE FIRST LIFT OF ASPHALT OR CONCRETE SHALL BE PROVIDED PRIOR TO COMMENCING VERTICAL CONSTRUCTION, 4. DESIGN FOR THE RETAINING WALL IS TO BE PERFORMED BY OTHERS. 5. F IRE HYDRANTS SHALL BE INSTALLE6 AND OPERATIONALTO PROVIDE THE. b11NIMUM REQUIRED FIRE FLOW PRIOR TO COMMENCING VERTICAL CONSTRUCTION. z z O w U W (L O ce IJu ce wo CL u U � U X05 N v ak<< Gg�E. U�6U �NmQ „ IB B a STALE I"=16' RRR to1oo%i(A 6LANDSCAPE COVERAGE: I 5319 SF rz 401011 I Know wha f8 below. Call before you dig. S&S PL ZING PLANNED COMMERCIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO NORTH LINE OF SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO I – --f -- -'-- — — .— --- - LEGEND —i7HA: ---ORE-'--(N+E'^ ORE_— OHE--^--_ OHF�-O� �"�'T"-`-- r .— -` — "�4 — — STEEL EDGER _ NUTTALL ALKALIGRASS SEED MIX W. 52ND AVE _ — — — — -- _ (60' R.O.W)/"""�y������yv� r — — — — --_ � OE.-LIOUS TREE STREFTSCAPF HY TV EVERGREEN TREE -.rte.- r.- •w.l.- � --� �" I:.� -.--�P� Y EXIS.FIN6 POMR�t,1L ORNAMENTAL TREE A.' S+y( 4 HU-�L - 1 —B FN8 l �G c•Fa,Y.�j^ UECIUUOUS SHRUBS CLS BOCK MULCH - -- [ SIRl -} ' 1 "��•✓✓"" .�I \-� LANDSCAPE COVERAGE. MAP SCALE: 1"= 30'-0" i ROCK MUi-CHI 3RUS �.,I wuns 3 I i I I ... _ ... ROCK MULCH ..... .., .. GRT f �-11 EVERGREEN SHRUBS r� -'j n swr, 4GIS C�.. 3BRI ORNAMENTAL GRASSES / 7 RUS �f 4PB5 _ i � STREETSCAPE TREE _J ROCK MULCH , ._.._ I S&S PLUMBING 2GL5 9S— � W 7000 SF PROV;f EXISTING 3 ROCK MULCH FFE: 5494. '.- II I —2 '---2G15 3 RUS r S E 0 ' O - - _ 3FNB SHRUBS IO/1000 SF PERENNIALS AND GRASSES -3 MCS- ..... ... f LANDSCAPE COVERAGE. MAP SCALE: 1"= 30'-0" i ROCK MUi-CHI 3RUS �.,I wuns 3 I i I I ... _ ... ROCK MULCH ..... .., .. 20 10 0 20 SCALE 1" = 20' ZwWI ZQg u Zr N}��aal93: 0<0 -¢; C3� � w U >� UQ O�zum c1 o m < j �l Z v z Q z CQ U w W c:�i L C G LL L14 fL w U = � ) W 06 N U f Q R N N GRT f �-11 EVERGREEN SHRUBS 3BRI - ORNAMENTAL GRASSES EXI571 GPOWER POLE 2 GIs STREETSCAPE TREE _J 3 FNS 2GL5 RUS REQUIRED 20 10 0 20 SCALE 1" = 20' ZwWI ZQg u Zr N}��aal93: 0<0 -¢; C3� � w U >� UQ O�zum c1 o m < j �l Z v z Q z CQ U w W c:�i L C G LL L14 fL w U = � ) W 06 N U f Q R N N LANDSCAPE REQUIREMENTS 3BRI OPENSPACE 31a SF] / 2GL5 LANDS{APE RATIO REQUIRED PROV;f EXISTING '.- i 551; TREES .16005E — S E 0 O a . ! 3FNB SHRUBS IO/1000 SF PERENNIALS AND GRASSES 60 0 79 0 30 0 ` MC5 •. f "CP : I _ �mw.. o.r. w: xi wn:m - ... _ . .... - a. r 3 6Si .. t . PL/ANT LIST �I Herr -a,, see Htxs ROCK MULCH= ..,I 9 R,.S �$.�� - wtnt J iTORT •WL©Ef$tX1M^ibE gRT STPMOl±F'7RLMC8RB 29QSFEET rcmMwf.wPu�cWA - -- smcAci+r sPEf�eN+auu.Tr sTuam OPNMAE7fiA! PEFg SCP CFIAFF1R1E95f'FaR Gy,. gRAq{�jTNKKS&Q .,. ' 1_• P :oc c9 n{mn LTutkkaf 61FK+LE TRUNt SPffoMEft'JUALFtt STAKE 77XIOfEEf i - 2PSI 7 :561. BWEFNf BROW CRABAPPLE FCM SFRAIGFI �fFUgS %R 2WtF6 EE`I' ; ISTING POWERPOLE moim �'gh,+ro b*ot-._ .• SiMv[E7iiuEa sPfcABEiiawE.{Tr, grAKm ! i q� - y_ i 3MC5 f FAg fiATALBEfiT FIltJF BPRIM� wCdriu]bic x'atA1GaE - CLO HT - sEErMit' hLIFx aRN ow sa80K1E1t (tVatN ctMED ]d:('+SFEE,.. - t - _..._ may. _--A•i ,,.. . .SRUS 11fiCILLOLE6 gtkgAW - it _ ... w PALg tnAVET 8PIHEA g�. .. Gaal 5-� >� _..-.._...- mEs aaAr.Ea-� GPALChY 9iMN. ,..•.• SGAL. .SPAG*GT3.C. 2a"mF6E'f - -W„ qw aanMien'Gola.' .._ f8'3r FLT., SCAhEg AML EXISTING POWERPOLE s TTIB FFFe1BEsN __-- SOq.. BPxcaG abae - 5�f6B7 ae4 a6e gdxlun tC a4'HT itlse PlYB1FF B T F5 9AN0 SFA i GA tMEe id .. gPAOM FF O G . i94 F£E i FW 1•.�e> F f Y „FillB ERU9BF4N3AOE CB4'r'f. 56AL � SGA Elm gRA�E,ti Bir OL WFEEF `-. PMgl6 mrpe _-.- .. W-* M.- 45 EYU$WE-"JLS+�PER �`. 5GA1 kPACs46'4GC. C5�FEET - l:ni�ioMafi LVifmc' ES' B4 SPNFIAF! Sl:M1ibS MF! '. 5.�._,� BTANJE2WPER .... 7CY,L gPkcINc 486E .. - a16 fEEi ,BU>E _ ....._ dKlk eusdi.�la;TuM EhaSdY.. 18'20 M. 9CATIF..?f'A9lt AiRII#(EYlTAL 6hkgBE3 .. .. - , 2J SNG ?3YWTi`iifiPA$8pikGNNGHAB$ 1[iV. _. .._...... *ax ...__ .. I.... .... ...._. ,. _.� 20 10 0 20 SCALE 1" = 20' ZwWI ZQg u Zr N}��aal93: 0<0 -¢; C3� � w U >� UQ O�zum c1 o m < j �l Z v z Q z CQ U w W c:�i L C G LL L14 fL w U = � ) W 06 N U f Q R N N S&S PLUMBING PLANNED COMMERCIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO NORTH LINE OF SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, ATTACH STRAND F12GA.TO GALVANIZED STEEL WIR OLIAR TWIST RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE DOUBLE STRAND OF 12 GA. GALVANIZED STEEL WIRE TW'{STED }"DIA.WHITE PVC PIPE OVER WIFE, 25"LONG MIN COUNTY OF JEFFERSON, STATE OF COLORADO TEMPORARY 4" DEEP WATER RETENTION BASIN PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING -" / OT NECESSARY WHEN TURF OR DRIP IRRIGATION IS OPERATING NOOT WITH SPECIFIED TREE WRAP AND SECURE SET RCROWN LEVEL WITH TOP OF SOIN IN BEDS. ATTACH GUY WIRE TO TRUNK WITH SPECI TIED TREE COLLAR !NIRRIGATED TURF AREAS PLANT 3"ABOVE FINISHED GRADE SIDEWALK, TOP Ot`CURB, OR TOP OF SEAT WALL APPLY SPECIFIED MULCH TO REMAIN PERMANENTLY _ FINISHED GRADE OR TOP OF SOD LEVEL WITH PAVED EDGE aPfCIFIE030"STEEL POST (3 MIN.)DRIVEN VERTICALLY - SPECIFIED 500 OR SEED / INTO UN DISTURVED SOIL FLUSH WITH GRADE__ FINISHEDGRADE` - � • �-�_ 't`Z�,C�?��)j,�.: �j�, `, FULL DEPTH OF SPECIFIED AMENDED'fOP501L PLACED APPROX. 1" BELOW TOP OF PAVED EDGE FOR SOD AND LEVEL FOR SEED REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK & -"l~xm SIDE' S OF ROOTBALL THAT IS NOT 100% HEMP SOD ADJACENT TO WALKS AND CURBS REMOVEWRLAP&TWINEFROM THE TOPjOF ROOTBALL SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT FINISHED GRADE ORTOP OF MULCH}'• BELOW PAVED EDGE I 8 ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT 15 REMOVER AREDAMAGEDANDSHALLBEAEiECTED ME SHOULD HAVEROUGHENEDS!DES T ii -13�' ..y_.`xf' :-- Y^,.i��--- SPECIFIED MULCH SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANTHERBICIDE BELOW FABRIC \4✓, SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION >>',2✓ , FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED 2X ROOTBALLDIA. \_ LINDISTURSEDSUBGRADE <'� ��y`: �,�� �� THE NECESSARY DISTANCE BELOW PAVED EDGE EVERGREEN TREE PLANTING W/ GUY WIRES 4A', MULCH ADJACENT TO WALKS AND CURBS NOT TO SCALE SPECIFIED SOD OR SEED FINISHED GRADE OR TOP OF SOD LEVEL WITH TOP OF EDGER — — FINISHED GRADE OR TOP OF MULCHj" BELOW TOP OF EDGER SPECIFIED MULCH \ _ SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC SHADE TREES LOWEST LIMBS MIN. 6-B' FROM ROOT CROWN � SPECIFIED EDGER AFTER TWO °EARS NO LIMB SHALL SE WITHIN B' OF PAVEMENT a.- DO NOT CUT OR DAMAGE LEADER t* �• EDGER FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED THE NECESSARY DISTANCE BELOW TOP OF EDGER APPLY SPECIFIED MULCH TO REMAIN PERMANENTLY FINISHEDGRADE f/ REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK& SIDES OF ROOTBALL THAT IS NOT IW% HEMP REMOVE BURLAP& TWINE FROM THE TOP }OF ROOTBALL REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT .� ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT \` IS REMOVED ARE DAMAGED AND SHALL BF.REJECTED HOLE SHOULD HAVE ROUGHENED SIDES \`� SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING NOT TO SCALE SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING CREATE A 2" DEEP WATER RETENTION BASIN & APPLY .A PING OF SPECIFIED MULCH WHEN NOT IN A BED SET ROOT CROWN OF UPRIGHT SHRUBS 1" ABOVE TOP OF SOIL. SET ROOT CROWN OF SPREADING SHRUBS AT TOP OP SOIL FINISHED GRADE OR TOP OF MULCH }" BELOW PAVED EDGE APPLIED SPECIFIED MULCH TO REMAIN PERMANENTLY j SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK & 51DES OF ROOT"BALLTHAT IS NOT 100% HEMP REMOVE BURLAP & TWINE, ROM THE TOP jOF ROOTBALL REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT IS REMOVED ARE DAMAGED ANO SHALL BE REJECTED -' HOLE SHOULD HAVE ROUGHENED SIDES SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION LIGHTLY COMPACTED -- PLACE 3" OF SPECIFIED BACKFILL BELOW THE ROOT BALL ��-- UNDISTURBEDSUBGRADE _ SHRUB PLANTING NOT TO SCALE EDGE TREATMENT C NOT TO SCALE r STANDARD BIKE RACK NOT TO SCALE GLOSAUNDUSTRIALCOM, U -RACK BIKE RACK, BLACK, 2 -BIKE, FLANGE MOUNT. ITEM gT9F442804MBK POST CAP 1" X 8" WOOD CAP 1" X 6" VERTICAL �- WOOD PICKET 4" X 4" POST (TYP.) 2" X 4" BOARD ITYP.) 3" GALVANIZED DECKING NAIL (TYP.) s 12"X 36" CONCRETE FOOTING (TYP,J .'. FINISHED GRADE CEDAR FENCE DETAIL NOT TO SCALE LANDSCAPE NOTES 1. TH$5 LANDSCAPE ARCHITECTURAL SITE PLAN 15 TO BE USED IN CONJUNCTION WITH THE CIVIL, IRRIGATION, ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS TO FORM COMPLETE INFORMATION REGARDING THIS SITE. 2. LANDSCAPE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SPECIFICATIONS. 3, ALL MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 4. LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WH!CH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED, 5. BEFORE COMMENCING WORK, CONTACT APPROPRIATE UTILITY COMPANIES FOR UTILITY LOCATIONS, AND COORDINATE WITH GENERAL CONTRACTOR IN REGARD TO LOCATION OF PROPOSED UTILITIES, IRRIGATION SLEEVES, CONDUITS, ETC. 6. ALL PLANT MATERIALS SHALL MEET OR EXCEED SIZE IN SCHEDULES. 7. OWNER'S REPRESENTATIVE RESERVESTHE RIGHTTO REFUSE PLANT MATERIALS WHICH DO NOT MEET THE QUALITY REQUIRED FOR THE PROJECT. ALL DECIDUOUS TREES SHALL HAVE FULL, WELL -SHAPED HEADS ALL EVERGREENS SHALL BE UNSHEARED AND FULLTO THE GROUND. PLANTING PROCEDURES SHALL CONFORM TO DETAILS. 8, ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY OWNER'S REPR-ESENTATIVE PRIOR TO INSTALLATION. 9, ROCK MULCH: INSTALL 3 -INCHES OF 24", LOCALLY AVAILABLE, WASHED RIVER ROCK MULCH IN ALL SHRUB BEDS OVRR TYPAR 3301 WEED MAT OR APPROVED EQUAL, AFTER APPLYING PRE -EMERGENT HERBICIDE. 10, ALL B&8 PLANT MATERIAL SHALL HAVE ALL WIRE, TWINE OR OTHER CONTAINMENT MATERIAL, EXCEPT FOR THE BURLAP, REMOVED FROM THETRUNK AND ROOT BALL OF THE PLANT PRIOR TO PLANTING. 11. GROUNDCOVER IN THE DETENTION POND SHALL BEA NIUTTALLA!.KALIGRASS SEED MIX FROM ARKANSAS VALLEY SEED. 12, DISTRIBUTE IMPORTED TOPSOIL OVER AREAS TO BE GRASSED TO A MINIMUM DEPTH OF FOUR (4") INCHES, AND TO A DEPTH OF TEN (10") INCHES IN SHRUB AND PERENNIAL BEDS. TOPSOIL TO BE NATURAL, FRIABLE, FERTILE, FINE LOAMYSOIL FREE FROM WEEDS, LIFER, GRASS, STONES LARGER THAN I", ROOTS OR ANY OTHER MATERIAL WHICH MAYBE HARMFUL TO PLAN-' GROWTH. 13. SOIL PREPARATION: MIX THE FOLLOWING SOIL AMENDMENTS AND APPLY TO SOD AND SHRUB BED AREAS. A, ASPEN RICH COMPOST-- 4 CUBIC YARDS PER 1,000 S.F. B. COMMERCIAL FERTIUZER (20.10-5): 10 lb, PER 1,WO SF. C. SUPERPHOSPHATE: 10 lb, PER 1,000 S.F. 14. BACKFILL FOR TREES AND SHRUBS: SHALL CONSIST OF 1,13 ASPEN RICH COMPOST AND Z/3 SITE SOIL. FERTILIZE WITH AGRFFDRM TABLETS AT MANUFACTURER'S RECOMMENDED RATES. 15. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADES IN LANDSCAPE AREAS, 16. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROLAS NECESSARY BYTHIS WORK. 17, TEST SOIL IN PROPOSED LANDSCAPE AREAS PREVIOUSLY PAVED OR BUILT ON FOR STERILENT AND REMOVE CONTAMINATED SOIL. BACK.PILL WITH SPECIFIED TOPSOIL. i8. CONTRACTOR SHALL REPAIR ALL DAMAGE DUE TO HIS CONSTRUCTION AND KEEP PROJECTAREAS CLEAN AND ORDERLYDURING AND UPON COMPLETION OF HIS WORK. ui'Op a= 0 '-2 6' PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING -" WRAP ENTIRE SURFACE OF TRUNK BELOW SECOND BRANCH WITH SPECIFIED TREE WRAP AND SECURE ATTACH GUY WIRE TO TRUNK WITH SPECI TIED TREE COLLAR }" DIA. WHITE PVC PIPE OVER WIRE, 24" LONG MIN. DOUBLE STRAND OF 12 GA. GALVANIZED STEELWIRE TWISTED TEMPORARY 4" DEEP WATER RETENTION BASIN NOT NECESSARY WHEN TURF OR DRIP IRRIGATION IS OPERATING SPECIFIED STEEL POST (2 MIN.) DRIVEN VERTICALLY ?0 E%LEND A MIN, OF 30" INTO UNDISTURBED SOIL Y SET ROOT CROWN LEVEL WITH TOP OF SOIL IN BEDS, IN IRRIGATED TURF AREAS PLANT 3" ABOVE FINISHED GRADE APPLY SPECIFIED MULCH TO REMAIN PERMANENTLY FINISHEDGRADE f/ REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK& SIDES OF ROOTBALL THAT IS NOT IW% HEMP REMOVE BURLAP& TWINE FROM THE TOP }OF ROOTBALL REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT .� ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT \` IS REMOVED ARE DAMAGED AND SHALL BF.REJECTED HOLE SHOULD HAVE ROUGHENED SIDES \`� SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING NOT TO SCALE SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING CREATE A 2" DEEP WATER RETENTION BASIN & APPLY .A PING OF SPECIFIED MULCH WHEN NOT IN A BED SET ROOT CROWN OF UPRIGHT SHRUBS 1" ABOVE TOP OF SOIL. SET ROOT CROWN OF SPREADING SHRUBS AT TOP OP SOIL FINISHED GRADE OR TOP OF MULCH }" BELOW PAVED EDGE APPLIED SPECIFIED MULCH TO REMAIN PERMANENTLY j SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK & 51DES OF ROOT"BALLTHAT IS NOT 100% HEMP REMOVE BURLAP & TWINE, ROM THE TOP jOF ROOTBALL REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT IS REMOVED ARE DAMAGED ANO SHALL BE REJECTED -' HOLE SHOULD HAVE ROUGHENED SIDES SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION LIGHTLY COMPACTED -- PLACE 3" OF SPECIFIED BACKFILL BELOW THE ROOT BALL ��-- UNDISTURBEDSUBGRADE _ SHRUB PLANTING NOT TO SCALE EDGE TREATMENT C NOT TO SCALE r STANDARD BIKE RACK NOT TO SCALE GLOSAUNDUSTRIALCOM, U -RACK BIKE RACK, BLACK, 2 -BIKE, FLANGE MOUNT. ITEM gT9F442804MBK POST CAP 1" X 8" WOOD CAP 1" X 6" VERTICAL �- WOOD PICKET 4" X 4" POST (TYP.) 2" X 4" BOARD ITYP.) 3" GALVANIZED DECKING NAIL (TYP.) s 12"X 36" CONCRETE FOOTING (TYP,J .'. FINISHED GRADE CEDAR FENCE DETAIL NOT TO SCALE LANDSCAPE NOTES 1. TH$5 LANDSCAPE ARCHITECTURAL SITE PLAN 15 TO BE USED IN CONJUNCTION WITH THE CIVIL, IRRIGATION, ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS TO FORM COMPLETE INFORMATION REGARDING THIS SITE. 2. LANDSCAPE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SPECIFICATIONS. 3, ALL MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 4. LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WH!CH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED, 5. BEFORE COMMENCING WORK, CONTACT APPROPRIATE UTILITY COMPANIES FOR UTILITY LOCATIONS, AND COORDINATE WITH GENERAL CONTRACTOR IN REGARD TO LOCATION OF PROPOSED UTILITIES, IRRIGATION SLEEVES, CONDUITS, ETC. 6. ALL PLANT MATERIALS SHALL MEET OR EXCEED SIZE IN SCHEDULES. 7. OWNER'S REPRESENTATIVE RESERVESTHE RIGHTTO REFUSE PLANT MATERIALS WHICH DO NOT MEET THE QUALITY REQUIRED FOR THE PROJECT. ALL DECIDUOUS TREES SHALL HAVE FULL, WELL -SHAPED HEADS ALL EVERGREENS SHALL BE UNSHEARED AND FULLTO THE GROUND. PLANTING PROCEDURES SHALL CONFORM TO DETAILS. 8, ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY OWNER'S REPR-ESENTATIVE PRIOR TO INSTALLATION. 9, ROCK MULCH: INSTALL 3 -INCHES OF 24", LOCALLY AVAILABLE, WASHED RIVER ROCK MULCH IN ALL SHRUB BEDS OVRR TYPAR 3301 WEED MAT OR APPROVED EQUAL, AFTER APPLYING PRE -EMERGENT HERBICIDE. 10, ALL B&8 PLANT MATERIAL SHALL HAVE ALL WIRE, TWINE OR OTHER CONTAINMENT MATERIAL, EXCEPT FOR THE BURLAP, REMOVED FROM THETRUNK AND ROOT BALL OF THE PLANT PRIOR TO PLANTING. 11. GROUNDCOVER IN THE DETENTION POND SHALL BEA NIUTTALLA!.KALIGRASS SEED MIX FROM ARKANSAS VALLEY SEED. 12, DISTRIBUTE IMPORTED TOPSOIL OVER AREAS TO BE GRASSED TO A MINIMUM DEPTH OF FOUR (4") INCHES, AND TO A DEPTH OF TEN (10") INCHES IN SHRUB AND PERENNIAL BEDS. TOPSOIL TO BE NATURAL, FRIABLE, FERTILE, FINE LOAMYSOIL FREE FROM WEEDS, LIFER, GRASS, STONES LARGER THAN I", ROOTS OR ANY OTHER MATERIAL WHICH MAYBE HARMFUL TO PLAN-' GROWTH. 13. SOIL PREPARATION: MIX THE FOLLOWING SOIL AMENDMENTS AND APPLY TO SOD AND SHRUB BED AREAS. A, ASPEN RICH COMPOST-- 4 CUBIC YARDS PER 1,000 S.F. B. COMMERCIAL FERTIUZER (20.10-5): 10 lb, PER 1,WO SF. C. SUPERPHOSPHATE: 10 lb, PER 1,000 S.F. 14. BACKFILL FOR TREES AND SHRUBS: SHALL CONSIST OF 1,13 ASPEN RICH COMPOST AND Z/3 SITE SOIL. FERTILIZE WITH AGRFFDRM TABLETS AT MANUFACTURER'S RECOMMENDED RATES. 15. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADES IN LANDSCAPE AREAS, 16. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROLAS NECESSARY BYTHIS WORK. 17, TEST SOIL IN PROPOSED LANDSCAPE AREAS PREVIOUSLY PAVED OR BUILT ON FOR STERILENT AND REMOVE CONTAMINATED SOIL. BACK.PILL WITH SPECIFIED TOPSOIL. i8. CONTRACTOR SHALL REPAIR ALL DAMAGE DUE TO HIS CONSTRUCTION AND KEEP PROJECTAREAS CLEAN AND ORDERLYDURING AND UPON COMPLETION OF HIS WORK. ui'Op a= 0 '-2 6' 2.0200216 x.1 --.........__....__ .. mow YAm,s below. Call before you dig. S&S PLUMBING PLANNED COMMERCIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PIAN IN THE CITY OF WHEAT RIDGE, COLORADO NORTH LINE OF SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSO' STATE OF COLORADO 3TRASH ENCLOSURE FRONT ATRASH ENCLOSURE SIDE 3/16'= 1'•0' 3/16'= I'•D" -. ........ _ -.-.__._.._ .._.--.-..- ._—.-. _. ___._.- _ ---____ _ ROOF a in 2 EXTERIOR - NORTH ELEVATION 3/16' = 1'-0" LEVEL_2_Ll 112' -0' CEILING - -- - 109' _ 0" " LEVELI 1001-01 'J MATERIAL LEGEND _ NORTH ELEVATION (PRIMARY STREET FRONT) FACADE AREA - 1,753 SF 1 GLAZING 528 SF 2 MANR STONE COLOR A 287 SF 3 MANF, STONE COLOR B 304 SF 4 TEXTURED METAL PANEL - PEBBLEFNISH 634 SF 5 R838EDMETALPANEL 0 S TRNVSPARENCY 216$F SOUTH ELEVATION FACADE AREA -1,673 SF 1 GLAZING 86 SF 2 MANE. STONE COLORA 0 SF 3 MANF. STONE COLOR B 0 SF 4 TEXTURED METAL PANEL • PEBBLE FINISH 0 SF 5 RIBBEDMETALPANEL 1,607 SF EAST ELEVATION FACADE AREA -1,664 SF 1 GLAZING 294 SF 2 MANF. STONE COLORA 347 SF 3 W. STONE COLOR B 115 SF 4 TEXTURED METAL PANEL -PEBBLE FINISH 344 SF 5 RIBBEDMETALPANEL 4173E WEST ELEVATION FACADE AREA -1,684 SF 1 GLAZWG 297 SF 2 MANF. STONE COLOR A 212 SF 3 MANE. STONE COLOR B 188 SF 4 TEXTURED METAL PANEL -PEBBLE FINISH 303 SF 5 RIBBED METAL PANEL 243 SF TOTAL BUILDING FACADE AREA -6,754 SF 1 GLAZNG 1,185 SF 2 MANF. STONE COLOR A 846SF 3 MANF. STONE COLOR B 607 SF 4 TEXTURED METAL PANEL -PEBBLE FINISH 1281 SF 5 RIBBED METAL PANEL 2,267 SF - -- ROOF 12T- 11" EXTERIOR - WEST ELEVATION 3/16" - 1'•0' 30.1% 16.4% 17.3% 36.2% 0% 33.3% 3.9% 0% 0% 96% 17.7% 20.8% 6.9% 21.7% 25.1% 17.8% 12.7% 1t.3% 18.2% 14.6% 17.5% 12.5% 9% 19% 33.6% �Q$o � z G j.O uZwUw Z zo OZON Q.g u�S °a-❑ U"r., 0'�3 g3: uz 01 z z g Z z m O � ui Q Q Q _J age W W40 A = !L N 3 u 06 Cn 0 a O z m O Know what's below. 1 ° Call before you 4. S&S PLUMBING PLANNED COMMERCIAL DEVELOPMEN A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO NORTH LINE OF SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSO;�, STATE OF COLORADO 2 EXTERIOR - SOUTH ELEVATION 3/16"- 1'-0" ROOF - L\ 12T - 11" V LEVEL 2 r 112' -, L_ VE L 100' - O" 1 EXTERIOR -EAST ELEVATION 1 3/16" - 1'A" MATERIAL LEGEND -------------------- NORTH ELEVATION (PRIMARY STREET FRONT) FACADE AREA -1,759 SF 1 GLAZING 528 SF 2 MANE. STONE COLOR A 287 SF 3 MAW. STONE COLOR 8 3N SF 4 TEXTURED METAL PAWL, PEBBLE FINISH 69 IF 5 RIBBEDMETALPANEL 0SF TRANSPARENCY 216 8F SOUTH ELEVATION FACADE AREA -1,673 SF 1 GLAZING 66 SF 2 MANF. STONE COLOR A 08F 3 MANF. STONE COLOR 5 OSF 4 TEXTURED METAL PANEL -PEBBLE FINISH OSF 5 RIBBEDMETALPANEL 1,507SF EAST ELEVATION I FACADE AREA -1,564 SF 1 GLAZING NSF 2 MANE. STONE COLOR 347 SF 3 MANE. STONECOLOR B 115 SF 4 TEXTURED METAL PANEL - PEBBLE FNISH 344 SF 5 R18BED METAL PANEL 417 SF WEST ELEVATION FACADE AREA -1,664 SF 1 GLAZING 297 SF 2 MANF. STONE COLOR A 212 SF 3 MANF. STONE COLOR B 188 SF 4 TEXTURED METAL PANEL -PEBBLE FINISH 303 SF 5 RIBBED METAL PANEL 243 SF TOTAL BUILDING FACADE AREA- 6,754 SF 1 GLAZING 1,185 SF 2 MANF. STONE COLOR 848 SF 3 MANE, STONE COLOR B 607 SF 4 TEXTURED METAL PANEL - PEBBLE FINISH 1281 SF 5 RIND METAL PANEL 2,267 SF _ ROOF -12T -11" LEVEL - 112' - 0" _....._LEVEL,3- 30.1% 16.4% 17.3% 36,2% 0% 33.3% 39% 0% 0% 0% 96% 17.7% 20.8% 6.9% 2D.7% 25.1% o w ;R3 E Z L7 goO V u U Z W U 7 O cZU'<5 <Z oO� u�g b a m Z V a Z a _ Lu m 0 uj o QW w = W > J u' w D = Ute( w "' N S&S PLUMBING PLANNED COMMERCIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PIAN IN THE CITY OF WHEAT RIDGE, COLORADO NORTH LINE OF SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. 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