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Home My WebLink AboutWSP-16-06STANDLEY HEIGHTS/11950 W. 52nd Avenue Site Development Plan Property Affected: Lot 14, a portion of the SE 1/4 Sec. 17, T.3S, R. 69W of the 6th Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado -4. 1 W 53rd e.. t ' 3.-- : C X M2 .L m Ffero Fluid 3 - a ;44,00 k 1 12 ;€ Power, inc. 7 :a :1 : 3 r Draka Middle 6. 5{IliO 01 11950 W 52nd Ave, 7 & Wheat Ridge, CO 80033 a 0/ 71 t:gL Vt 69 t '-- L n.Mt Olivet ' 49th Awe, C y -1-Brass A*r,adi Ito *Antique Mall N (12101,1 Me:ziean G rill 'M W 4601 Awk '-.7.827·.4 Ki:·.- -9.- A €OF ROW / /30' t k . <W 47th-Ave ·.i . Wy#Rd PM#J.:Re%>'i 01 1 * ,:44.6ttl-pl · C VICINITY MAP FROPERTY -INE 161,00 AFTER 2' ROW PEPICAJ I /FEFICP 1 0 lei -61Surveying Certificate 8' FLITUR 1, Robert A. Rickard, a registered Professional Land Surveyor,-FO 135 INSFAI in the State of Colorado, do hereby certify that the Site Plan Map . FUTIE 6' AMENITY shown hereon is a correct delineation of the above described ZONE 4\117 2'-6" CURB & 5UrrEF TO parcel of land.133 IN5TALLED PY OT}€16 I further certify that this Site Plan Map and legal description, from the record E)(191'ING LINE OFdeed, were reviewed by me in accord with applicable State of Colorado EMAT requirements on this 28th day of February, 2017. land. This Site @181111%144*a Land Survey Plat in accordance with CRS.1 LdRE#45' 2>,D y: Robert A. Rickard, CO PLS No. 28283 Z Lid .AlBS -4 WW.. 1.74-0.·'PA <A UF'IiI . -7. L AS Xal N W **4t?VAL l.0? "m//1111'11\\uuy#11:litite OWNERS CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed in accordance with the restrictions and conditions contained in the plan, and as may otherwise be required by law. 1 (we) further recognize that the approval of the Site Plan does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge Code of Laws. "THE STORMWATER QUALITY DETENTION AREA HEREIN SHOWN AS "STORMWATER DETENTION EASEMENT" SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS, AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. NOTE: AFPD REQUIRES A MANUAL GATE TO BE EQUIPPED WITH A KNOX PADLOCK OR AN ELECTRIC GATE TO BE EQUIPPED WITH A KNOX KEY SWITCH. EXISFING PIVEWAY low 1'-6" ROOF OVERHANO 4 ENVELOPE SOO°42'33"E 150.70' I + ....-7- .v. .I + + 1- *..... . + .=l¥ + .4/ I . * .I .-*Ill ...9...... ...... -40 Uj ··· 4,4, + 9. 4,+ +4,4/ -4,+4, 4,4/* +4, 4,+I I. 4,4, 4, 4,4'*+ 4, 4,+4/4. 4/ . + + + + + + + +4, + 41'EF 9 -O" 58TmACK +9 +, 4, +4 + . lingo yk Ovk * 4, ...+12 1 4 ....loNi I . + ,4/ .1. 9 + + + + + + + + + + + + 9 + + + + + + + + + 41/ + 4/ · 4/r--= .4 OVEPLO)* WER + * 4 * w * w * - - I \\ 1 6,11.1 + + RE,PEAINAE. PLANI -3---U---r-13 .GREA@E \NERCEPTOR ·.*...POWNSFC'lIT TYP, 2X |.J-- 721 -6111 £-7 + I .bIL . ++ + 4315E1'PACI<+ 1 4 - V +2' 9[12 R OF ROW TO;DE 70' + + I ./ED) TJ CITY OF WHEAT RIPEE 7-'-4# .+...1h Y *FARATE FOCUMENT 1%. 1 0 J I + + ' ..9 + + + 01 , + + I + + +RA .+ = 111 4 I MI +/ 1 1611611 011 .1'-6" 12OOF OVERI·0NG ,/1 1 /1 .9 7 00 . + ++ 4/ + + E SPEWALK -, 14 + 4 0' A 6,-1011 ./IC-- 4 ,.LEO bf OTHERS '1.....+ + .1T 1 4 le4. 4, + . F .' + + + ++ 4/ + 9 + ......1 -J. A /1 11 + + + + + I.* 1 1 0 + +lili + /1+ + 9 +4/*.12-0 .1/4,\...1 + + + D A ''. + + + 4, I -I . +4/ 69 + 4/O 11 + 4/ + FLPLIC lOw TO 9 ++1 »-- DE IMPROVED PY ----, , +4,+ 9 + 01}11EFS -*** UNPRIMFOUNF NFILTIU,TION = PETENTION !33: PEA N,4 °LANI ' -9 1 +.+ 1 1. .+ *** 1 4 4 ..1 4... / 1I <J -, £--- 2 L n Z TIE Ihill-0 BEING 4" 17€12 LINE APPROXIMPIE LOCATION -1 LO 1 -SS ELEVATION OF 55 - 111 5' -O' 3E1-ON 51-AD rk INTO 8)451'ING *5 LINE • GAS - G, APPROXIMATE LOCATION Chi 0 01 Eli SS -SS- LLI hi Chill + + + 4, + I + + 4/ + + + - SS -* %4.< + * + 9 + + + 4/ 0 12 0 04 .'1111111141, VI' FROPOSED 13[JILPING VN 7,000 9 I + + 4 . . . 24'+ * 4/ + 100' . + + + 3- 9' SPEWALKWITH · £I + + + + .1- H/ C RAMP AS@*Uf -11 + 1 . 9 + 4/ I + +1. 6 + 1, + 96 .1 1 1 9 - + 3' -" CONCIETE FAN -,£-47/ 1I r \ Case Number WSP 16-06 Legal Description of Property RECEPTION # 2016011122. A PART OF LOT 14, STANDLEY HEIGHTS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 14, WHICH IS 98 FEET EAST OF THE NORTHWEST CORNER THEREOF; THENCE SOUTH PARALLEL WITH THE WEST LINE OF SAID LOT 14, 157 FEET; THENCE EAST PARALLEL WITH THE NORTH LINE OF SAID LOT 14, 128.72 FEET; THENCE NORTH PARALLEL WITH THE WEST LINE OF SAID LOT 14, 157 FEET; THENCE WEST ALONG THE NORTH LINE OF SAID LOT 14, 128.72 FEET TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. EXCEPT THAT PORTION DESCRIBED IN ORDER AND DECREE QUITTING TITLE RECORDED FEBRUARY 24, 2004 UNDER RECEPTION NO. f1968873, COUNTY OF JEFFERSON, STATE OF COLORADO. AKA 11950 W. 52ND AVENUE, WHEAT RIDGE, COLORADO 80033. PROPOSED USE: REPAIR/SERVICE GARAG E EXISTING ZONING: INDUSTRIAL EMPLOYMENT Site Data Total area of the property (Gross)19,541 S.F. Area dedicated to the city 260 S.F. Total area of the property (NET)19,281 S.F.100% Building Coverage 7,000 S.F.36% Parking Lot - Aspalt 7,775 S.F.41% Sidewalks/Curb and Gutter - Concrete 1,609 S.F.8% Landscaped Area Coverage - Required 2,892 S.F.15% Landscaped Area Coverage - Shown 2,897 S.F.15% Number of Parking Stalls Provided 20 + (1 H/C) 21 total Number of Parking Stalls Required 14 + (1 H/C) 15 total f LEGEND EXISTING PROPOSED WATER ERVICE LINE -WS -WS- 5EWEIR SERVICE LINE -SS -SS- -- GA5 LINE -GAS - GAS - Steve and Jane Shelton State of Colorado )j MELISSA A PROKop) S Noter¥ Fut!!C - State 01 Colorado Net:fy ID 20044009372 County of Jefferson ) e, Comm!3sion Expires Jul 27, 2020 16 ----- The foregoint instrument was aEknbwledged before me this 2 2 day of MARCH ,A.D. 2017 by 53*rE 52/and r <74.,2-342(row EELOCATE 3/ 4" WATER METER ENCEN Pif WITH C[25fOR 7 FUTIE CITY OF WHEATRIPEE STANPARP PRIVE CUT WITH (]055 FAN - GAS |-1- GAS 1 WS 00 . 0 AETER -1 1*I 1 04 4 N89°fl AN„99,3-P06 -,12.-14.L GAS B CIRB AND GUTTER " wp@d:INW--1 .4/ su-4 1 e. + + ++ V1 1 -STORMWhTER *ENTIUN 2/\5EMENI + .1 TO BE GRANTEP TO THE CITY OF .4 + .1WHEAERIP®. PY *PARATE POCUMENT e I.*1 / + 4/ 4, I + CURBANIP GLFTE E ·+ 11*1 .1 011 0,H, POOR 0 .L 51TE 1,15Hf POLE O{J .........LANPECAPE AREA ............./.... I........ CONCRETE REA ..1.4" .0...4 £""..9, PROPERTY LINE ---- - - ---- - - --- EASEMENT LINE - . - . - . + + 4 Witness my hand and official seal. My commission expires: EXISTING OVERHEAD ELECTEICAL- LINE -7 Notary Public I IEX]5{ING WATER LINE Mb-Witk MET¢t I Mt\TCH EX15111146 PIPE Af *255 Al]P EXTENP APPI€OX MATELY 0' lie: PRAINAAE FCAN CITY CERTIFICATION a 1 ./Approved this 44 day of pv ) ,2017 by the City of What Ridge. //W ACCE55 -»f/ PRIVE A U 251,411 1 A 5ET@ACK 1 1/ --- I 6 A \1:=9 - I .) \ L FILL CUTOFF LIGHT FHTLE 1 1L MOREP CONCITIE TYFICk 9X PEVIGNATEE) PEPE9[1.IANI WALKWAY KNOX [30X LOCATED DY FIRE PEFARTMENT UNPERGEOUND ELECTEICAL LaPHALT EE 1 LINE TO BULPING -251-F ' PHALT - 4 ; r- OVE'?HEAP mANISFORMER I ' I I I A -I - NOO°35'01"W 149.51' / 4/ 24' -- // 4.Ch-,+ 4, + + / I.O 01 4 -75, 61 -1 4 I , 4 ......./.+ I.../...... ..........+ 4......./... + ..... . 4, + 1 + + + + + + + + + + + ........... 47 + 9 + 9 + 9 + + + * + + + . 6- 6- + + + + 4 9 1 4, + 1 + 4 11_ , 9 £_ 16 / ..1 4/ I + I 1 CIJf IN Nd ATT tf_ 7 12 P, g .0 1 4/ I e I $ 4 -/ - , . 40@45.INTIVE FAN 1 11 41.I. I ./ I I ./ 4 I I t_.1 4 d £ EX]511N6 FlaVEWAY SDP Preparer: Steel Dimensions, LLC Address: 1245 Rock Creek Circle, Lafayette, CO 80026 Phone #:303-665-9893 Applicant: Construction Dimensions, LLC Address:1245 Rock Creek Circle, Lafayette, CO 80026 Phone #:303-665-9893 Owners:Steve and Jane Shelton, LLC Address:5645 Orion Circle, Golden, CO 80403 Phone #:303-946-1685 Community Develc Date Prepared: 12/5/2016 rev. 2/1/17 rev. 2/28/2017 Sheet 1 of 3 .. . 111 VITE PLAN 5CALE I"-10'-0" 1 1 STANDLEY HEIGHTS/11950 W. 52nd Avenue Landscape Plan f Property Affected: Lot 14, a portion of the SE 1/4 Sec. 17, T.3S, R. 69W of the 6th Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado El LANDSCAPE DATA TABLE /\1 1 TOTAL SITE AREA:19,281 SF \ \ <l PROPOSED BUILDING:7,000 SF \ > TOTAL BUILDING COVERAGE:36% COVERAGE A / LANDSCAPE AREA PROVIDED:2,577 + 320 =2897 SF b / 211 1 LANDSCAPE COVERAGE:15% COVERAGE 1 il L__I_____ IMPEo'AES (16304 SF):87082OE5GE F LI\ PECSRIFTION ADEV, 09(,5IZE PCf, %/\L [3-3 A-2 1 1- _ Ill - --98,5-1- \-= l / A-2 fake /-4\ \ /A-30-0 ---4 - _ _L - - 48}179 -__.6«411-rfE \ 150.70' \ ···-- - - 7-/3-. fA-1 T Ady 0.3-1-7- 1,9- 5YMBOI - 7 7 4 r / 7 rke L1 ¢0 1 0 0 h \00\ 1 U---------2-8,9 ------U lietg_tLL1L4 7--r 52 :f / ----.. 8-<- 4 +/\. . .I L----rs J 1 17 h ALITUMN FLAME NAFLE ACER X FREEMANII 39'-40 spread 49'-90' hei# 5HAPE r-·4 0 *co 6 0-3 -1 4 , .r b f\fA 3 2" 1 1 j 19 +1 ONE TIN PER 1,000 9 12501,111213P @UFFALO JUNIFER CIO' 5FREAP) JUNIFER[,15 5ABINIA 1*0,3 fOTAL 3 111/A 10 2 5fANIP TWIME[712 GA WIRE WITH FRRIC '[155, METAL FO55 PRIVEN I (MINI IB") FIRMLY INFO Ell@GRAPE PRIOR fO @ACKFILLING - «\ 1 V 5fAKE ABOVE FIR51' BRANCHES OR AV NECE55ARY FOR FIRM fLIFFOFF PURT 50 MM TOP G ROOT DPE 15 EVEN WITH THE 311415E1 Gl*78 FLUME 265 ERIANTH[,151*\VENNAE (4' 916/\17) 1.1 KNOCKOMROSE / CO5A VARIEfIES & CUL'NVAIE r 6 1 LAI / 1 0-1 1.- 2 - - 1\4%33 4 TOTAL 47EIRU05 3" C0NTINUOU5 ERM ( OMIT FOR CONIFE125 ANIF IN LAWNI AIEE) - %\ 10 5HRU05 FER 1,000 5F REQUIREF leO.30 / 9 j L..4LIVE FLAMNGS ABOVE Af 2 YEAR MATLRITY 918 9 1\ REPREENT-" 1 + .K, T.'I 1.1.: ... 0 11_ T 4 ll /- MUL :MF X 24\NX 7.. ...=) 9 £· -4 p ..i 7 :,iNAV f .i?.911«tFROPOSEP BUILPING ·· 7,000 9 .j*- QUKITY PLAN'ING MIX, WATER -:02 & fAMP fO KEMOVE AIR FOCKE-FO/ 5CRIFY 51985 ANIP POTIOM /OF FLANTINO HOLE -- Il 0, 32% Ul C 1348 50 429sf 19% 320 9 11%Z \SS --- SS -- SS, 30 09 L A51°HALT ,30'09 LRIVER FOCI< - ROCK MULCH , CONCRETE * NATIVE GRA5*5 C NON-IRIMATEP) ,1006 9 37% ORGANIC MICH 141 9 9% 1.£1 52 , Erri211121 ' !El lal 1121112:11 II I I=El 12111211 ·W l ' 1211 El 1 Ei l l- l iE 'El ' El i 12112 11==1[1119.lt!6-,t[*LNLI*PE- LAY BACK @IN.AP FROM ROOT BALL. - 2X PALL PIAiMETER -' 1*MOVE ALL WIRE MESH & CONI125 5YMBOL PEC5121FTION PEEN, 00(.512 / 436, WESTERN HCKBEFFY 40'-00' spread ' 0-2 CELTI5 OCCIPENTA!,15 901-60' hellACE fE 3 211 l 1 Ld ONE TIE EVERY 301,F OF FRON-FAGE REO, 3 \r f O[1 ONE LIGHT POLE(FIXTLRE) EVERY 65'NEO, 1 3< TREE Nf5 FUTLIRE FLIPLIC IMP, *TREE-(5(AFE LAN!756APE 13¥ 0111825-CA511 IN LIELI FLAI\lili\6 - VERTICAL 5fAK/5 N t El + 14,4 +I NAr l. 1 FORM OALICER WITH 3" CONTINUOUS RIM 3" MULCH ++++ 9 + 1 6' WIFE AMENITY ZONE (509)600 9 -I 4·7.. 41 8 ' WIFE CONCRETE 51PEWKK 106 LF Ph\\1 4 4 - o. 4. .... P': · 209I .' <.r * . 6"' VERTICAL CUR@ ANIP 2' GUTTER 106 LF 9-443 i . Grly-27 7-. C 6 u 4 d 4 4 1 -Eli I[·'U ·21 1 1.1 N »OIJALITY PLANTING MIX, WATER & TAMP TO SCAFIFY 51985 ANP BOTTOM fRE REMOVE AIR FOCI<Ef5 \ OF PLANTING HOLE -.'- 1 /2X @ALL PIAMETEID' Eli 4 lip NOTE: SHAPE fl€851*QUIRE 5EPARATION OF 40' FROM 511*Ef LIalr5,15' FROM MAIN LIELITY LINE5 ANP 6' FROM UTILITY SERVICE LIN135, ORNAMENTAL TREE5 REQUIRE SEPARATION OF 16' FROM 5TREET LIGHTS AND MAIN NfILITY LINEV AND 6' FROM NfILITY SERVICE LINES ALL LANIPSCAFING WILL UTILIZE A PRIP 5YS[EM ONLY ANP ALL ARE* ARE CONVIPERE P LOW HYPROZONE5, ALL LIVE FLANfINGS ARE SHOWN Af TWO YEAR MATURITY, * NATIVE 51%525 WILL REQUIRE A TEMPORARY 112215ATION 59EM UNTIL FULLY ESTABL151·EP, AT THAT TIME, WATERING WILL NOE BE REQUIREP, NAFIVE 51%585 MUST DE WEEP FREE ANP MAINfAINED Af A MAXIMUM HEIGHT OF 8", IRRIGATION 5YSTEM 51*11 BE EQUIFFEP WITH AUTOMATIC RAIN 51··Illf-OFF PEVICE5, a 4 6 l.| 1 1 \\ \\ \Itt, Flantini Neta 1, All PLANT MATERIAI,5 5HALL PE IN ACCORPANCE WITH AAN 5FECIFICATIONS FOR NUMER ONE GRAFF, 2, ALL TRE85 9 131 BALLEP AND BURLAFFEP, ROOT CONTROL PAGGEP OR CONfAINERIZEP, 3, ALL 912110 13895 91*CEIVE ROCK MULCH fO A PEFTH OF 3" MIN. ON WATER PERMEABLE WEEP BARRIER LAI\1175CAPE FABRIC WITH 4" STEEL EPGING WITH ROLLOVER (RCE, 4, MINOR CHAN25 IN SPECIE5 ANP PLANT LOCATION5 MAY BE NAPE PURING CONVTRUCTION, AS REQUIREP PY 51TE CONFIEON5 02 PLANT AVAILABILITY, OVERALL QUANfITY ANP PESION CONCEPT fO [3E CON519[ENT WITH AFFROVEP PLANS, IN THE EVENT OF CONFLICT WITH THE QUANTIFIEV INCLUDEP IN THE PLANT LISE 5PECIE5 & QUANTITIE511,1-UVTRATEP 511ALL PREVAIL, ANY CHANGE5 51·1ALL IE APPROVED PY THE fOWN, FRION TO INSTALLAFION OR PROCIEMENT, NO CHANGE5 IN PLANIf MATERIAL 5IZE ARE FERMIFTE P, 9, ALL 5HAPE TREE5 511ALL DE FLACEP ATA MINIMUM OF 19' FROM ALL UTILIFI135. 5HRU@5 NEEP fO DE 9' FROM WATER LINE ANP AFFURTUANCES. 588 ABOVE NOTE, 6, PRIOR fO IN5fALLATION OF PLANT MATERIAI,5, ALL AREA5 51111, E THOROUGHLY LOOENEP, OMANIC AMENDMENTS 51]01 AS COMPOSE, PEAf OR OTHER MANURE 5HALL PE THOROUGHLY INCORPORATEP Af A RATE OF Af LEAST 3 CUBIC YARPS PER 1,000 5QUARE FEET 7, IRRIGATION 15 NOT 5HOWN ON 11115 PLAN BUr 5HALL PE PROVPEP IN 5[11110 5895 AS PRIP 5¥5TEM, 118216ATION 579[EM 5HALL PE EQUIPPED WITH AlfrOFIC IRAIN 5HUT-OFF DEVICE 8, fO THE MAXIMUM EXTENT FEAGIBLE, TOPVOIL PIAT 15 REMOVEP PUI€INO CON5'mITION 5HALL PE CONfERVEP FOR LATER IE IN AREASREQUIRING REVEGEfATION ANP LANDSCAPING, 9. LOCATE ALL UTILITIES PRIOR -FO FLAWLNO. IO, PROVIDE D" OF ROCK MULCH IN ALL LANPEAPE AREAV, MIJLCH 51'IALL PEI" -11/ 2" RIVER ROCK- ROCK MULCH, iNERAL INTENT: THE LANNAPE PEVIGN FROPODEP REFLEC-15 VAXIMUM SCREENING FROM FUPLIC ROW'5 ANP Al,50 PROVIPE5 APEONATE 511APE, PRIVACY ANP WINIP CONROL WHILE NAINTAINING AMPLE 501.Al€ ACCE55, LANIPSCAPING SYLL [38 IN51*LEP AND COMPLETEP PRIOR fO fe 1551*ICE OF CERTIFICATE OF OCCEPANCY, T CP 95 ASPHALf +1 14, *00 + +1 911115 PLANTINGNf5 d L 41 6 '.4h /Th -'.' - - -- -- 1 NOO°35'01"W 149.51' °4 0\ 1 1 1 1 1 4 - LANPOCAPE PLANVill)5CALE I"-10'-O" j- + , ..,:.Ill Landscape Plan Preparer: Steel Dimensions, LLC Address: 1245 Rock Creek Circle, Lafayette, CO 80026 Phone #:303-665-9893 Applicant: Construction Dimensions, LLC Address: 1245 Rock Creek Circle, Lafayette, CO 80026 Phone #:303-665-9893 Owners: Steve and Jane Shelton, LLC Address: 5645 Orion Circle, Golden, CO 80403 Phone #:303-946-1685 t Date Prepared: 12/5/16 rev. 2/1/17 Sheet 2 of 3 A-3 fA-1 ! | 6811 PO.E 3 9 GAL,6 €.1 + 4 STANDLEY HEIGHTS/11950 W. 52nd Ave nUe Exterior Elevations Property_Affected: Lot_14,_a_portion-ofthe_SE_1/4_Sec._17,_I.3§-,-8._69XY_ofthe_Qthf®*al_Meridian,ity_98802*Ridge,_Qounty_of-Jefferson_,State_o[Qolorado 5TANFING 5EAM TEAPEZOIPAL METAL ROOF PANEI,5 TYP, GALVALUME 9-FANIFING 511AM T12APEZOIPAL METAL ROOF PANEI,5 TYP, GALVALUME RAKE RIM GALVALLIMEINS[JLATEP METAL PANEL 1/ 2":12 PITCH- /# TYPICAL2.9" APODE EXTIE n COLOR 51 IKEY PEINE ORNAMENTAL 5'FEEL 1/ 2":12 FITCH o CPNOPY PTO TO MMOR - 1 ROOF 1/ 2":12 PITCH·1/ 2":12 PITCHINDILATEP METAL PANEL 59. GUTTEE AND 5TP, GUTTER AND --'ADC CORRUGATEP METAL PANIEI,5 -- 2.9"APODE EXTLE POWI\15POLITD TYP.POWNVOLM'§ TYP. -f- COLOR g440*ONECOLOR 5110*Y 01316F GALVALUME F GALVALUME WALL ANF BAE TRIM5 COLOR 5ANPMONE TYP, FACAPE S[ONE OVER 29" MP 3 2I WAINMOF 5111 - 23 4' 0 LEd 3' ATOP OF RAVE - / OVEINANG 10' 1.611 .3 1 h OVEMANG I OVE13 ZN17 FLOOR A,lioorr-__p_ HANG 3 2,I 3 2I 18' 0" BLIMFOUr o ENTRANCE GALVALUNE AFFIE, 1 21- 117167:3" \OVEPEAP POOR 11 1 «COFEAEP METAL --#1-443-070 INDILATEP METAL L 2,-8" X 4' WINPOWSL Flv fo MATCH PANEL - POOR WITH WINDOW FTP TO ANNOPIZEP ALUM. TYP,6 0 Val Dl\,PROS ?19. / PANIEI,5 COLOR VANIP*fONE5[IFIEY @EME MATCH PANEI,5511EY DEIGE5AFETY IED - 70' --IC (2>EaT ELEVATION - 5CME 3/ 16 "-1' -0WEM ELEVATION WALL AREA 1261 9 508 - U]Al, 242 9 20% IMP STLICCO - AITLAL 849 5F 66% GLA55 -/UIJAL 39 9 00025 -ACTUAL 138 53 1' -6" OVEI+IAN* PENIME-IE12 OF ROOF =EILEEN== j 5CALE 3/ 16"-1'-0" --4 371 -AL- 611 -70 - 3% 11%0 29'--29'- ,-29'1 1 31 -211 21 WINPOW5TANIFING *AM TRAFEZOINAL 2.911 IN5[JLMEN METAL PANEL 5-YANDERP GUTTER F- ANNOPIZEP ALIJM,POW\15FOUrp 4X METAL CORRUSATED PANELV 3'-29' WINNOW IN511ATEP Met PANEL1-611 f NETAL ROOF PME\,5 TYP, GANPLUNE 7 AppeE TE*URE SLIFFEY [3511 GALVAL'UME / Fle,VES '1Yl°,r GALVALLIME HORIZONTAL GALVALLINE /-'ANNOPIZEF KUM, TYP, /-2.9" APOE TEXTIE 5118*Y DEIGE/ 1*\CAL-£.IQILOF r* 9119-91/2"i l_ 1 _ -«un-ir·--r-n'11TP" EAM ELEVATION WALL AREA 1261 99OAE - AC-11* 70 5F 6% IMP 511£60 - CrLIAL 9 98 5F 44% META, PANE[,5 - AC11]AL 6335F 90% 1' -0" OVE161ANCE PERIMETER OF IROOF 11 11 11 ll 11 / 1\11 / 1' -6" OVEB·]ANG 44TYPEN, STANIPING YEAM TRAPEZOIPAL ROOF PANELATOP OF EAVE f=44+22 NOFTH ELEVATION WALL AFEA 1721 5F MINI 40% 56IE -ACTUAL 729 5F (42%) MAX. 60% IMP - ACTLIAL 700 9 ( 41%) THIRF MATEEIAL CORRI.]aTEP METAL -ACT[,IAL 172 5F (9%) MINI 19% flaMPAI?ANCY GLA55 -ACTUAL 124 5F ( 7% ) FACAPE mrICULATION PROVIDEF PY OFFEE IN THE GENERAL PLANE PY 111 OF VARIO[,5 MATERIAI,5, ROOF OVEI+IANO5 @ I'-6", RECKEEP WINIPOWA MATERIAL VARIATIONA 4 2 2I / POWNISPOLIT GALVALLIME TYPICAL 4X FACAPE 5-1-ONE OVER 2I 29' IMP REVEAL TYP POWN15FOUr @EYCNF 11*P AS Al?CHITECTIN FEATURE TO DEPUP Y CZE n 2-1/2" IN5ULATED ARCH. 5TUCCO PANEL ALI]MINUM FlaME WINNOW - WITH REVEAL OR HORIZONTAL ARCH PANELS TYF, 2-1/ 2" IN5[1.ATEFARCH. 511£60 PANEL L - 100' - NORTH ELEVATION 518 3/16"-1 '-0" - 29 - •kFIF,El --IVEEE,NU 2=141=1- POWNSPOLMS (4) TYP GALVPLUME WAINSCOf 51LL WAINVCOF 5111 FACAPE STONE WITH /F POE 570NE WITH /f 6' - 38'-6"--71=- 511.EPGE CAP - - 5-FONE VENEER mIl- FRIF LEPOE lim 4'2" APPROX. PEPTH OF 5TONE 0141 F 7-9-1 BUMPOUr TRIMS i 5TANIFING NAM -fle/\FEZOIFAL GALLUME TYP,METAL ROOF PANELS TYF, GALVALIJME A TOP OF 121PGE H9-51-2" - ---- - ---- ------ ------ -- ------- -- ----- - ----- - 4 •k fop OF EAVE pETE[EVATION-WALL-**172[5r----1 IMP 911]CCO - ABFUAL 694 5F 38% HORIZONTAL PECENT PANEL ACTLIAL 1009 6% VERTICAL METAL PANEL - ABEAL 996 OF 34% GLA55 -ACT'LIAL 69 5F 4% [70015 - ACTUAL 306 9 18% I'-6" OVE13'IANG5 PERIMETER OF ROOF 9 29' - - - -29 ---4- 1'-611 MANIPARP GUffER AIX COPPLIGATEP METAL FANE&5 GALVALUME cloe *MOSTONE 5TP, 61.,IfTEE AND POWNISFOUG UP,tTr-i-T-111-1[37 11rTIr--TFTP:17.11 1 GALVALUME 1 OVERHANG if T L 10 12' Ill1 01 WALL ANIP @ASE ·112IM5 COLOR 5ANP5T0NE TYP,EXTERIOR ELEVATIONS Preparer: Steel Dimensions LLC- Address: 1245 RQQk_Creek-CirclalafaMette-(0_8®26 Phone #: __203-665-9893 1 F,F,E, .1.'·I -H U======411.. 1 100'-0 3 3070 IN5!,LATEP - -- c_ \ -3070 IN51.LATEN METAL COFFUGATEP METAL FANIEL5POOF WITH WINPON FTP TO METAL POOR WITH _ 3070 IN511ATEF METAL POORPOWNISPOUG ( 3) 11,WINPOW FACTORY WHITE FACTORY WHITE HOPIZONTAL ANIP TI.IM5 GALVALUMEMATCH PANELSGALVALUME /1- 141-611--9-- 29' - 10'-0"PUMPOUr --691 IO'X12' OVEIEAP F0012 L 6" 0 STEEL BOLLAE)5 FACTORY WHITEE TYP. FAINTEF SAFETY REP Applicant: _..Constructjo[LDimensionaLLQ__________ Address: __124513ock-CreekCl[GILLafaette(Q_80026_ Phone #: 303-665-9893- Owners: __-Steve-antlane-21etton,LLC________...____ Address: --_5645_Qrion_CircleGoldenL(Q_80403 Phone #: 303-946-1685-0 5OUTH ELEVATION " 50\LE 3/16"-1'-011 . 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O .0.0 4.n ·UQ 110 /'52.07.'0.65 16$ o.p 0 4 0 9.0 0.0 0.0 0.0 b.O b.O b.O b.O b.O b.O b.0 0.0 b.0 b.0 b.0 b.0 b.O b.0 0.0 b.O b.0 b.0 b.0 b.0 7 = 0.00 = 0.00 % % t e r i' ..·(·A6*24:«· i. -·2 ...'./.*I.. 0 0 30 60 90 120 150 180 210 = 30 Ft. F77-777"\, e ' · 1 ' ' -7'ff·.I ..1 .. '...I. I -I./ NG 170 Ludlow Avenue, Northvale, NJ 07647 888 722-1000 · RABWEB.COM L i< G T 1 Scale: 1 inch Prepared For:Job Name: Electrical Lines Warehouse Standley Heights 11111 East 53rd Ave Wheatridge, CO Unit C Lighting Layout Denver, CO 80239 Version A Filename: Z:\Job Files\Electrical Lines\CED\Longmont 1 04215\Standley Heights\Working Files\- REVISION\Standley Heights Layout 00049977 A.AGI Scale: as noted Date:7/19/2016 CASE #: 00049977 Filename: Standley Heights Layout 00049977 A.AGI Drawn By: A. Murphy The Lighting Analysis, ezLayout, Energy Analysis and/or Visual Simulation ("Lighting Design") provided by the RAB Lighting Inc. ("RAB") represent an anticipated prediction of lighting system performance based upon design parameters and information supplied by others. These design parameters and information provided by others have not been field verified by RAB and therefore actual measured r esults may vary from the actual field conditions. RAB recommends that design parameters and other information be field verified to reduce variation. RAB neither warranties, either implied or stated with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design. RAB neither warranties, either implied or stated, nor represents the appropriateness, completenessor suitability of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception of those specifically stated on drawings created and submitted by RAB. The Lighting design is issued, in whole or in part, as advisory documents for informational purposes and is not intended forconstruction nor as being part of a project's construction documentation package. . 0.00.0 b.00.0 0.0 0.0 b.0 b.0 1 €E .;.Wal, .. City of37Wheatp idge - COMMUNITY DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date: December 12, 2016 Response Due: December 26, 2016 The Wheat Ridge Community Development Department has received a request for approval of a Site Plan on property zoned Industrial-Employment (I-E) at 11950 W. 52nd Avenue. No response from you will constitute having no objections or concerns regarding this proposal. Case No.:WSP-16-06/Japanese Auto Request: Approval of a Site Plan in the Industrial-Employment zone district. The property is located on 52nd Avenue, between Ward Road and Tabor Street. Although the property is zoned 1-E, the site is currently occupied by a single family home and various accessory structures. The property owner intends on redeveloping the property into a car repair facility. It is possible there may be an additional space which could be leased by another user. Please inform the case manager of any concerns about the site's ability for future development based on the proposed zoning. At the time of site plan review, when a specific development proposal is available, an additional referral regarding utility needs for the proposed development will be issued. Case Manager: Meredith Reckert Voice: 303.235.2848 Fax: 303.235.2857 Email: mreckert@ci.wheatridge.co.us DISTRIBUTION: Valley Water District Fruitdale Sanitation District Arvada Fire District Xcel Energy AT&T Broadband Jefferson County Planning CenturyLink Wheat Ridge Public Works Wheat Ridge Economic Development Wheat Ridge Police Department Wheat Ridge Building Division Renewal Wheat Ridge "The Carnation City" 1 L A Vicinity map Site 339'Er"b 0/"-•14· 7 City of Wheat Ridge /r Geographic 2/ Information Services *FFERS COUNT'Legend . jj 1-24- z b 0.0111% 1 rn4/ 17 11950 W Shld- Cayor k.di _2 0.=p-ed Jenerson Cc.*1 NUCT-dOi-dDee»- 23 11-1 Res,der**1 1.2 1-der.1.2 --·4€,L*j//1 til - €.1-4.-Il- - ..id A RIDGE 0 LAK/1/1. - *f ?12 11 "&9126114£1ge ./../.Co ./.Dl =321•lim D-5,- -0-- "The Carnation City"to City of- WheatRidge COMMUNITY DEVELOPMENT Wheat Ridge Community Development Department PRE-APPLICATION MEETING SUMMARY Meeting Date:December 17,2015 Applicant:Jane Shelton Japanese Auto Service, Inc. Phone: 303-467-0426 Scott Marcum Marcum Commercial Advisors scott@marcumcommercial.com Phone: 303-403-1333 Mark Russell Construction Dimensions, LLC ..steeldims@aol.com Phone: 303-665-9893 Attending Staff:Meredith Reckert, Senior Planner Lisa Ritchie, Planner II Zack Wallace, Planning Technician Dave Brossman, Development Review Engineer Mark Westberg. Projects Supervisor Steve Art, Economic Development Manager Specific Site Location:11950 W. 52nd Avenue Existing Zoning:Industrial-Employment (1-E) Existing Comp. Plan:Mixed-Use Employment Existing Site Conditions: The property is located on 52nd Avenue, between Ward Road and Tabor Street. The site is currently occupied by a single family home and various accessory structures. The existing house was built in 1947 and is approximately 1300 square feet. A single access point from 52nd Avenue is provided on the western side of the property. According to the Jefferson County Accessor, the site is 18,294 square feet (0.42 acres). 1 A The subject property is zoned Industrial-Employment (I-E), which allows light industrial and commercial uses that support employment. The property is adjacent to unincorporated Jefterson County, where some residential uses are located. The City of Arvada also borders 52'ld Avenue to the northeast and northwest o f the site, with residential and industrial uses. South o f 52nd Avenue is the City of Wheat Ridge. In the area surrounding the subject property, Industrial-Employment *E), Planned Industrial Development (PID), MU-C TOD (Mixed Use Commercial - Transit Oriented Development), Residential-One (R- 1 ), and Residential-Two (R-2) zone districts are present. Land uses in the area largely conform to the zone districts. Along 52nd Avenue several homes have been converted to light industrial businesses. Much of the MU-C TOD and R-1 zone districts surrounding the site are vacant. The RTD Gold Line commuter rail, currently under construction, will have an end- of-line station located less than 1,000-feet south of the subject site. The rail line is slated to open in October 2016. As such, many developers have expressed interest in developing vacant and underutilized parcels of land in the area. It is likely that with the introduction of the RTD rail line, redevelopment will dominate this area in the future. 95 - th,,4 :City of Wheat Ridge. , r os, *j°lietija#:47£414 6 49.- -t g...-:W -4 . . 7.1.. E.¥ .*2· - 1 Geographic Information Services 4,9EFFERSON *·*ARVAB Legend 1-1 11950 W 52,u. =J City of A,vada*:-41 .0¢ CE] U...priajeson C,my ' rii-'w = 'R·J<TF=•sitierded Deve#*...0, Residenhal-1 1 -: ->43.33 ,r R.2 Regderrbal-2 1" 0 - - a. EZE] A-1 Aoictih-1 ' A-2 Ag;0,1-2 Industrial - En·,plo¥,r/,M f ..11 Gird PID Plaried kidusti.IDev --:52ND AVI .. * ue-'U RIDGE RD OOTH PL ls·BOS¥1--ta= L Urheal.12*lge -e/ Rage. CO 0003}01 3032145900 Figure 1: Site Location (in red) including neighboring municipalities and City of Wheat Ridge zone districts Applicant/Owner Preliminary Proposal: The applicant, Japanese Auto Service, has been operating in Wheat Ridge since 1985, renting space near 4gth place and Van Gordon Street. The owners are now interested in owning their own location, and prefer to stay in the local area. The site at 11950 W. 52nd Avenue is a good fit for the company's needs. The applicant desires to maximize the square footage o f the structure to accommodate soine extra leasable space, in addition to the garage/shop area for Japanese Auto Service. Currently, the applicants are trying to put together a pro-forma to see if purchase and development of the site is within their budget. The preliminary site plan includes a 7,250 square foot structure, aligned to the east side of the property. The driveway from 52nd Avenue and 21 parking spaces are aligned along the west side of the property. The site plan illustrates approximately 1 8.4-percent of the site to be landscaped area, and approximately 44.4-percent of the site is dedicated to parking, curb and sidewalk. The preliminary site plan accommodates a 20-foot front setback, 5-foot side (east) setback, and 10-foot rear setback. The building sits 67-feet from the west property line. Parking abuts the west property line. - 0 51'jo SOD·42'•3E 150.70' r. .M 'i>,E IL , 2- 1, 9 -'.9% 129. 9 2 & - /€Ul q )'0'01,11515 81 -4,- 71'C g 9/.7.2047 LeriC/F- AbC» 2 F#406"0]B,·62)h,WL - 8,85 g .AhE,·icar. AEA 2 024.... 7 /4 nDSI20 -32* -3 1- 4 UlekL,E *I l. m 20 51,KI '4##14#/1#0#jilift 1:./' lit,il/#//Ull.W,ji#ilth/i/6,·1#Al#tf/#.f·t'jA 0 0 9 ¥D, 1,!Vkl¢l NOD'35'01W 149.51 e Figure 2: Submitted Preliminary Site Plan Will a neighborhood meeting need to be held prior to application submittal? No. Planning comments: The following items were discussed based on the applicant's proposal: Zoning & Use The current zoning on this property is Industrial-Employment (I-E). The I-E zone district was established to allow light industrial and commercial uses that support employment. Auto service, repair, and maintenance shops (both minor and major) are permitted in the I-E zone district. As such, the proposed use as ali auto service shop is permitted in the existing zone district. Various retail, 3 office, and service uses are also permitted in this zone district. If and when it is determined that leasable space is available iii the building, refer to Section 26-204 for a table of permitted uses in the 1- E zone district. Setbacks This site is located in the City's Traditional Overlay Zone, within the Architectural and Site Design Manual. This overlay zone requires that buildings have at least 60-percent frontage within a required 0-12 foot build-to, along the primary frontage. Additionally, 5-foot side setbacks are required. The rear setback requirement is 1 0-feet for a one-story building, and an additional 5-feet per each additional story thereafter. Per the Municipal Code, a story for the purpose o f determining setbacks from perimeter lot lines for nonresidential buildings is defined as each 12-feet of building height. To meet the build-to requirement, the building could be reoriented to be parallel and adjacent to the 52nd Avenue frontage. This would allow parking for vehicles being worked on to be on the south side of the building and not as visible from 52nd Avenue. This would also give the retail tenant a "street face" which would be a benefit. Architectural and Site Design Manual (ASDM) This structure must conform to the Architectural and Site Design Manual (ASDM) provisions for 'Heavy Commercial/Light Industrial' uses. The ASDM is located on the City of Wheat Ridge's website. Please note that this is a summarifed version of the ADSM regulations; please refer to the'ASDM for the full variety of regulations and options available for fagade, materials, and transparency. Fa¢a,ie Design The faga(le should incorporate at least two design elements listed on page 24, fagade articulation, and ali emphasis on the primary entrance through design elements. Materials Buildings should utilize high-quality, durable materials that provide variation and visual interest. This is accomplished through the use of primary faQade materials (which should cover at least 40-percent of the fa©ade) and secondary materials (which may not cover more than 60- percent of the fagde). Each favade shall include at least three different materials. A change in color or texture may count as one material variation. Transparency Each fagade facing a street shall have at least 1 5-percent transparency, calculated as the percentage of clear, non-reflective glass within the ground floor fagade. Landscaping Section 26-502 of the Municipal Code establishes landscaping requirements. In the industrial- employment zone district, at least 15-percent ofthe site must be landscaped. For non-residential uses, there is required to be one street tree for every 30-feet (or portion thereof) of street frontage. Additionally, one tree and ten shrubs are required for every 1,000 square feet of required landscape area Signage 4 Section 26-710 of the Municipal Code establishes the sign regulations. A property is generally allowed one freestanding sign per street frontage. This sign must meet a setback requirement o f 5- feet, i f the sign is under 7- feet tall. I f the sign is between 7- feet and 1 5-feet tall, a 1 0-foot setback is required. This sign must not violate the sight distance triangle requirements, which is formed at the intersection of 52nd Avenue and the entrance driveway to the property. Two sides o f the triangle are measured from the corner intersection along the curb and gutter flow line (if a gutter does not exist, this is measured from the edge of the pavement), for a distance of 1 5-feet along the driveway, and 25-feet along 52nd Avenue. Each business space is allowed one wall sign. Each sign may be no larger than one (1) square foot for every linear foot of the unit frontage. A permit is required for wall signage. Window and door signs do not require permits; however these signs must not obstruct more than 25- percent o f the door or window area. Automobile Parking Section 26-501 of the Municipal Code establishes minimum parking requirements and dimensions for parking stalls and aisles. At a minimum, repair shops are required to provide 1 space per employee on maximum shift, plus 2 spaces per bay or stall. Additionally, with anticipated leasable space iii the building, additional parking minimums will be required. Retail, office and service establishments require a minimum of 1 space per 200 square feet of first floor areas, plus 1 space per 300 square feet for all floors other than the first floor. Minimum parking requirements for other uses can be found in Section 26-501.E.2. ofthe Wheat Ridge Municipal Code. Handicapped accessible parking shall be provided at a minimum rate of 1 per every 25 required off- street parking spaces. Bicycle Parking All new development with one-quarter mile of transit station that provides twenty-minute peak hour service is required to provide bicycle parking. The site is less than one-quarter mile from the RTD Ward Road Gold Line commuter rail station, which will be opening within the next year. Bicycle parking shall be provided at a rate of 5-percent of the required vehicular parking spaces, but no less than 2 spaces. Utility Providers The City o f Wheat Ridge is not a full-service city. The utility and service providers for this property include: • Arvada Fire Department, phone: 303-424-3012 • Valley Water, phone: 303-424-9661 • Fruitdale Sanitation, phone: 303-424-5476 Allland use applications will be sent out on referral to these agencies for comment; however, staff encourages potential applicants to contact service districts ahead of time. This may help to understand any design or infrastructure requirements and potential costs associated with the proposed project. Building Division comments: The building division was not present and has no comments at this time. 5 Public Works comments: During the pre-application meeting, the Public Works department discussed several issues regarding drainage, streetscape, right-of-way dedication, and access. These issues have been summarized by the Public Works department and included in an attachment. Review Process This request will require a site plan approval. The first step in the Site Plan Review process is the pre-application meeting, which was completed on December 17,2015. After this pre-application meeting, a formal application may be submitted. The application must be submitted by appointment with a planner and only complete applications will be accepted. Upon submittal, a case manager will be assigned to handle the application, and will be the applicant's point of contact at the City for the duration of the site plan review process. The case manager will review the application, and once it is determined that all submittal requirements are met, the application will be sent out on referral to outside service agencies (Xcel Energy, water district, fire district, ete.) and other City agencies (Public Works, Economic Development, etc.) for review. The referral period is 15 days, during which time the referral agencies and departments may submit comments on the application. These comments, as well as those from the case manager, will be forwarded to the applicant. Modifications to the site plan may be required as a result of these comments. When all comments are addressed to the satisfaction of the case manager, the application will be ..forwarded to the Community Development director for final decision. The Site Plan review process is administrative, which means there are no public hearings before City Council or Planning Division. Please note: Approval of the Site Plan application does not mean that a building permit has been issued. Once site plan approval is attained, the applicant may submit a building permit application with the Building Division. Attachments: Section 26-501 - Parking, Common Signs, Public Works Comments Note: Please be aware that the above comments are for general information purposes only. Staff cannot predict the outcome of any land use development application. A favorable response from staff does not obligate any decision-making body (Community Development Director, Public Works Director, Planning Commission and/or City Council) to a desired outcome. Staff will provide the best advice available given existing regulations, current policy, political climate and information submitted. Phone Numbers Meredith Reckert - Senior Planner Lisa Ritchie - Planner II Zack Wallace - Planning Technician Dave Brossman - Development Review Engineer Mark Westberg - Projects Supervisor Steve Art - Economic Development Manager 303-235-2848 303-235-2852 303-235-2849 303-235-2864 303-235-2863 303-235-2806 6 02/11/2015 20:44 3034670427 PAGE 01/02 2016011122 2ll/201612:18 PM POS 2 $16.00 DF$29.75 Elactronlcal,9 Recorded Jefferson County, CO Pay, Onifin. Clerk und Reoordor TO1000 Y WHEN RECORDED RETURN TO: Steve and Jane Shelton, LLC First American Ale Number: 5511-2561881 WARRANTY DEED THIS DEED, Made this First day of February, 2016, between Crawford Holding Corp. a Corporation duly organized and existing under and by virtue of the laws of the State of Cdorvdo, grantor, and Steve and Jane Shelton LLC - Colorado limited liability company v*ose legal addressIs. 44.47 0 ¥-101/1 0 hal 0 0 01 Gr) trv_\ 31</096:1>f·the County of Jefferson and 5tate ofColorado, gibntee: WITNESSETH, That the grantor, for and In consideratlon of the sum of TWO HUNDRED NINETY SEVEN THOUSAND FIVE HUNDRED AND NO/100 DOLLARS ($297,500.00), the receipt and suffidency of which Is hereby ad<nowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain,sell, convey and contrrm, unto the grantfe, his heirs, successors and a=Igng Iwever,Severalty all the real property, together with Improvements, If any, sltuate, lying and king in the County of Jefferson, State of Colorado, dacribed as follows: APART OF LOT 14, STANDLEY HEIGHTS, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 14 WHICH IS 98 FEET EAST OF THE NORTHWEST CORNER THEREOF; THENCE SOUTH PARALLEL WITH THE WEfr LINE OF SAID LOT 14, 157 FEET; THENCE EAST PARALLEL WITH THE NORTH LINE OF SAID LOT,14, 128.72 FEET; THENCE NORTH PARALLEL WITH THE WEST UNE OF SAID LOT 14, 157 FEET; THENCE WEST ALONG THENORTH LINE OF SAID LOT 14,128.72 FEETTOTHe POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. EXCEPT THAT PORTION DESCRIBED IN ORDER AND DECREE QUITING TITLE RECORDED FEBRUARY 24,2004 UNDER RECEPTION NO. F1965873, COUNTY OF JEFFERSON, STA¥E OF COLORADO. also known by street and number 05: 11950 West 52nd Avenue, Wheat Ridge, CO 80033 TOGETHER with all and singular the horedltaments and appurtenances thereunto belonging, or In anywise appertaining and the reverflon and remainders, rents, Issues and profits thereof; and all the estate, right, Interest dalm and demand whatsoever of the grantor, either in law or equity, of, In and to the above bargalned premises, with the herectitarnents end appurtenances. , TO HAVE AND TO HOLD the 5aid premises above bargaired and desclibed, with the appurtenances, unto the said grantee, his heirs and assigns forever, And the grantor, for himself, his helr's and personal representatives, does ©ovenant, grant, bargajn and agree to and with the grantee, Mls hers and assigns, that at the time of Uie enseallng and delivery of these presents, he 15 well selzed of the premises above conveyed, har good, sure, perfect, absolute and indefeasible estate of Inheritance, In law, In fee simple, and has good Mght, full power and lawful authority to gmnt, bargain fell and convey the same in manner and form aforesaid, and that the Same are free and dear from all former and Other grants, bargalns, sales, Iler,5, taxes, 85555 ments, encumbrances and restr[Ctions of whatever kind or nature rever, and excrpt geneol taxes for the current year and subsequent years, and except easements, covenant5, reservations, restylctionsiand right of wey, if any, of record. The grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises In Ule quiet and pea©eable possession of the grantee, his heirs and assigns, against all and every person or persons lawfully dairning the whole or any part thereof. The singular number shall Include the plural, the plural the singular, and the um of any gender chall be applicable [O all genders. Doc fee: $29.75 ,. 23%37877, 02/11/2015 20:44 3034670427 PAGE 02/02 IN WtTNESS WHEREOF, 'The grantor has cat.Ged Ib corporate name to be hereunto subscribed by its President, and its corporate seal to be hereunto affb<ed, attested by Its Presldant, the day and year first above written. Crawford Widing Corp., a§olorado corp /' Name: Kanneth Gantenttein Title: Prestdant State of Colorado ) )55 County of (Rdr.1&-- 1 1 The foregoing Instrument was acknowledged to before me thts Flatlay of February, 2016 by Kenneth Gantenbeln, the Preldant of Crnwrord Holding Corp.. „-1------h Witness my hand and official seal My commismon expires: , Notary Pu HEATHER MACLEOD 1 NOTARY PUBUG STATe OF COLORADONOTARY ID 19924009019My Commission aq,No Au, GL-2910 f- imi46¢445HFJL#2144; i b ... .. - 1 egil . -n(i#'*M'*48EigW¥O SE. e August 23, 2016 Construction Dimensions, LLC Steel Dimensions, LLC 1245 Rock Creek Circle Lafayette, CO 80026 RE: Letter of Authorization Dear Ladies and Gentlemen, This letter is to certify Construction Dimensions, LLC has the authority to act on behalf of Japanese AutoService, owned and operated by Steve and Jane Shelton, in regards to the design, permitting andconstruction of our new facility at 11950 W, 52nd Avenue, Wheat Ridge, Colorado. Please feel free to contact the undersigned if further information is required. Respectfully, Stev0helton 315LU Jc Jane Shelton 34.-0 941© Owners of Japanese Auto Service 4894 Van Gordon St. #301 Wheat Ridge CO, 80033 (303) 467-0426 5645 Orion Circle, Golden, Colorado 80403 303-946-1685 jshelton278@yahoo.com 1 CONSTRUCTION DIMENSIONS, LLC 1245 ROCK CREEK CIRCLE, LAFAYETTE, CO 80026 303-665-9893 steeldiins@aol.com July 27,2016 City of Wheatridge Community [)evelopment 1)epartlnent 7500 W. 29'11 A venue, Wheatridge, CO www.ci.wheatridge.co,Us RE: 11950 W. 52'id Avenue Land Use Application To Whom It May Concern, We, Construction Dimensions, LLC, acting on behalf of the owners, Steve and Jane Shelton, formally request approval from the City of Wheah·idge to construct a 7.000 square foot new building on the site referenced above, 11950 W. 52",1 Avenue, Wheatridge, Colorado. The lot is currently zoned as Industrial Employment anc! the proposed use will be a repair/service garage know'11 as "Japanese Auto" Warm regards, 1*[issa Prokop Drafting Design Construction Dimensions, LLC .-*6 Verti-Line Series 0#-E Exposed direct-fastened panel for,wall, soffi01scia and liner panel T10-A Wall Panel • Applies over open framing or solid substrate • 28", 30" and 36" panel coverages, 1-1/2" Mb height • 90° vertical box Abs on 4", 6", 9" and 12" centers • Optional material: stainless steel, aluminum and copper I Gauges: 24 ga. standard, 22 ga., 20 ga. and 18 ga. optional • Custom capabilities include: - Perforated panels for wind screens and liner panels * Standard Finish: PVDF and Acrylic Coated Galvalume® • Optional Finishes: Multi-pass Kynar 500®, Marblique, Plastisol and Polyester * Contact Metal Sales for load-carrying capabilities l1-1/2" E AF Other profiles are available. Please inquire. / 11 0 lilli 11 11 28" Coverage 1-1/2"E , 30" Coverage T10-C Wall Panel 1-1/2" E 0¥ 30' Coverage T10-D Wall Panel Testing and Approvals D UL 263, Fire Resistance Rating - per assembly C> UL 2218, Class 4 Impact Rating 1-1/2"E 2 tx It 36" Coverage 12 70-*4 metal sales™800.406.7387 metalsales.us.com manufacturing corporation Flush Face Series TLC-1 I • Concealed direct-fastened panel for wall, soffit. fascia or liner applications • 12" panel coverage • 1-1/2" panel depth • 45'-0" maximum length, roll-formed panel • Gauges: 24 ga. standard, 22 ga., 20 ga. and 18 ga. optional • Applies over open framing or solid substrate • Finishes: PVDF and Acrylic Coated Galvalume® • Optional material: stainless steel, aluminum and copper • Custom capabilities include: - Perforated panels for wind screens and liner panels • Optional Finishes: Multi-pass Kynar 500®, Marblique, Plastisol and Polyester • Contact Metal Sales for load-carrying capabilities • \2I1-1/2. 12" Coverage TLC-2 V1171-1/2» \j 120 C 1-1/7 12" Coverage TLC-3 12" Coverage TLC-4 overage TLC-9 12" Coverage TLC-10 Testing and Approvals t> UL 263, Fire Resistance Rating - per assembly t> ASTM E 283 Air Infiltration D> ASTM E 330 Uniform Static Air Pressure Difference C> ASTM E 331 Water Penetration C> AS™ E 1592 Roof Uplift 1-1/2" 120 Coverage metalsales.us.com 800.406.7387 T-A metal sales, - 1 manu facturing corporation AW ALL WEATHER __J INSULATED PANELS INNOVATIVE. 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Inaccordance with OngOinge#OftS to improve our products and their pertormance, AWIP reserves tile right tochange without nolice the specilications herein. These contents are tor general information only and are not intended to serve as any type of advice. Every eflort is made to ensure the accuracy 01 the information included herein and it is believed b be accurate and reliable as of the date of publication AWIP does not warrant or represent the accuracy or reliability of any inlomnation included in this brochure. Any reliance on any inlormatlon without consultation with AWIP or a duly authorized representative shall be at the users own risk. CONSTRUCTION DIMENSIONS, LLC 1245 ROCK CREEK CIRCLE LAFAYETTE, co. 80026 February 1, 2017 City of Wheat Ridge Community Development 7500 W. 29th Avenue Wheat Ridge, CO. 80033-8001 received This letter is in response to your comments dated December 29,2016 for the property located at 11950 W. 52nd Ave. WSP-16-06 Japanese Auto SITE PLAN DOCUMENT -SHEET 1 1. The vicinity map should be modified to a black and white line drawing so it is legible. Complete 2. Inthe Owner's Certificate, move the owners' names sothatthey are underthe signature line.Complete 3. In the Case History Box, add the following case number WSP -16-06.Complete 4. Remove the map number reference.Complete 5. /n the Site Data, show the gross site area with a notation for square footage for the right of way vacation and the resultant net site area.Site revised to reflect total area 19,541 - 260 = 19281 sf 6. In the Site Data, all of the lot coverage numbers should be a percentage of the net site area.Complete 7. The minimum landscaped coverage is 15%. Any reduction below this will require a variance.With such tight contraints on this site and putting the building close to the street per the City's request, limits our ability to comply therefore, we ask to include hardscape (320sf) concrete (scored) along the west side of the building, as part of our landscape calculations. Which helpssatisfy the 15% requirement. 8. In the graphic, designate the new property line after right of way dedication. Property line has been revised to reflect new location on all plans. 9. /n the graphic, there is a hatching pattern on the south side of the bui/ding. Whatdoes that designate? A drive aisle into the building at the overhead doors. Add a category for this. Hatch pattern has been removed as it is not necessary. A/so add a pattern for concrete. A pattern has been added to the legend. 10. In the legend, please eliminate items not included on the site plan such as contours. Complete 11. Designate the proposed dumpster location and designate how it will be screened.Dumpster will be inside the warehouse area. 12. Is any fencing proposed? Yes,there will be a gate on the west side of the site across the access drive and has been added to the drawings. 13. /s a free standing sign proposed? No, there is no room for a monument sign. 14. The building is shown to be directly on the back of walk. It may be beneficial for maintenance purposes to leave a few feet for maintenance and drainage purposes which could increase landscaped coverage. This area has increased in size and reflects 606 sf of landscaped area. 15. Because the front facade is 100' long, it needs to meet the requirements of Section 4.2 of the ASDM. Facade detail - includes reveals and roof overhangs as well as color and texture differences. Facade articulation - includes offset in general plane of facade. Because of the use (automotive service) the interior of the building has been designed to have car bays which inhibits the Tel: 303-665-9893 Page 1 of 6 WWW.STEELDIMS®AOL.COM CONSTRUCTION DIMENSIONS, LLC 1245 ROCK CREEK CIRCLE LAFAYETTE, co. 80026 practicality of a main entrance on street side. We have incorporated several different materials in the street facade of which are the following: masonry stone veneer, insulated architecturalstucco panels, horizontal metal panels and aluminum windows along with the use of downspouts as an architectural feature. Transparency calculation does not meet the 15% however, we feel that by incorporating a horizontal metal panel (galvalume) along with the windows (annodized aluminum) it provides a visual interest while aadressing the security concerns of the owner. A sample of the insulated architectural stucco panel and galvalume color sample has been included with this submittal. 16. Provide a section view ofthe frontfacadeto demonstrate facade articulation. I have included a section detail demonstrating articulation. 5TR4PINIG f€,AM TEATE ZOKA 700* 92+IM 1'-ei'OVEMP:46 L-1- f.FOL P 1-1/4" FEVEAL TYK L _ 2-1/ 2' NELLArE:9 *CH. STUCCO PA+El Pt-LIMIN]M FeJAE WNPON WIrrl REVEAL- 012 HOI?IZON·rk R) P.ANKE OF. PRVERCAJT E YONF . UEEP A5 #CH!·rECR,OL FEATIE TO 131?EAKIP r foa ,2-1/2" INEd-Afte %01. - 97800 ¥ MEL 4 22 IN91ArE[) ACCH. PM'JEL 9" LE!72 CAP ··-··.·, i 901€ VENEE£ WITH PIFIP LEM 4" AFFI?OX,I - 3' DEPTH OF 5TONE | 1 17. A building entrance is required on the front side of the building.Primary entrance is not on the street side due to use of building as addressed in line #15 comment/response. There are car bays for service that inhibits a primary entrance on the west side. The primary entrance is located on the south side of the building and is emphasized by changes in wall plane and difference in materials and color. 18. Include pedestrian access from the front to the rear of the building. Added a designated walk area from the front to the back of the building. Tel: 303-665-9893 Page 2 of 6 WWW.STEELDIMS@AOL.COM CONSTRUCTION DIMENSIONS, LLC 1245 ROCK CREEK CIRCLE LAFAYETTE, co. 80026 LANDSCAPE PLAN - SHEET 2 1. Redraw the street frontage to be consistent with the Public Works requirement for public improvements per Dave Brossman's comments.Complete. 2. In the graphic, designate the new property line after the right of way dedication. Complete. 3. The building is shown to be directly on the back of walk. It may be beneficial for maintenance purposes to leave a few feet for maintenance and drainage purposes which could increase landscaped coverage. This area has increased in size and reflects 606 sf of landscaped area. 4. In the landscape data table, make sure that total site area is the net area and that it matches the front sheet. Site revised to reflect total area 19,541 - 260(dedication) = 19,281sf net area to match sheet 1. 5. The minimum landscaped coverageis 15%.Any reduction belowthiswill require a variance.With such tight contraints on this site and putting the building close to the street per the City's request, limits our ability to fully comply therefore, we ask to include hardscape (320sf) concrete along the west side of the building, as part of our landscape calculations. It will be scored to soften the look from the private amenity area to the sidewalk leading to primary entrance which helps satisfy the 15% requirement. 6. Three streettrees are required along the street frontage. 3 trees have been provided in the streetscape area to be installed by others. Landscape has been provided in the setback area however, we cannot add trees in this location due to the narrow width of 6'. Therefore, we added several bushes and groupings of knockout roses to add color and softness to the building. 7. In the Landscape data table, show the breakdown between living and non-living plant materials. Only 30% of the /andscaped coverage can be non-/iving. Per the landscape design standards in Article V, section 26-502.C.1 it states no more than 35% of the required landscaping shall be non living and per 26-502D.3.c.4 it states no more than 30% of the required landscaping be turf. If this is right, the break down of non living material represents less than 35% of the landscaping. EXTERIOR ELEVATIONS - SHEET 3 1. Wall signage must be appurtenant from a public street; therefore, the sign on the western wall will not be permitted.There is not adequate space on the site to install a monument sign so the building is the only place to advertise the business. With the design criteria we have to meet for the elevation facing the street again, there is not adequate space for a sign. Therefore, we believe the west elevation is the best suited spot for signage. However, until we can commit to a certain area, size and design we will submit for sign permit at a later date. 2. Architectural enhancements are required for roll up doors visible from the public street. Referto page 25 of the ASDM. The owner needs the roll up door on the west side for his business use therefore we propose to paint the roll up doorthe same color as the architectural panels to hide or make subtle the appearance of the door. 3. Provide a percentage breakdown for materials used on each of the building frontages. Revised material breakdown percentages. Tel: 303-665-9893 Page 3 of 6 WWW.STEELDIMS@AOL.COM CONSTRUCTION DIMENSIONS, LLC 1245 ROCK CREEK CIRCLE LAFAYETTE, co. 80026 4. Provide acalculationfortransparency onthe frontfacade. ltappearsto beless than 15% Redesign with a front entry area with windows would be counted towards transparency.This was addressed in Sheet l's comments #15 (Transparency calculation does not meet the 15% however, we feel that by incorporating a horizontal metal panel (galvalume) along with the windows (annodized aluminum) it provides a visual interest while addressing the security concerns of the owner. A sample of the insulated architectural stucco panel has been included with this submittal). And #17 (Primary entrance is not on the street side due to use of building as addressed in line #15 comment/response. There are car bavs for service that inhibits a primary entrance on the westside. The primary entrance is located on the south side of the building and is emphasized by changes in wall plane and difference in materials and color). 5. Designate how you are meeting the articulation requirements of the ASDM. The site plan needs to reflect this articulation. Please referto sheet 1 #16. A section was provided to clarify our intentions to provide articulation by utilizing multiple materials. The site plan reflects the footprint of the foundation walls. 6. The eastern facade will be visible from 52nd avenue. Provide architectural detail similar to the north end of the west facade elevation.Stone and the insulated architectural stucco panel was added to about half of the elevation. A calculation of materials and percentages has been added. 7. On the front facade, provide more detail regarding panel design or seams and specifications on the proposed product.Specifications of the insulated architectural stucco panels have been provided with this submittal. 8. The ASDM manual was amended last summer to require roof form variations. Staff would suggest that a roof form modification be provided overthe middle stone area on the front atthe required entry area. See page 25 of the ASDM.Roof variations cannot be incorporated into the current design of the roof/building without it looking as a modification to satisfy the requirements of the ASDM. We believe with the material variations, colors and textures, reveals and overhangs, that the current design satisfies the intent of ASDM. 9. Facade articulation is required along the front facade. Staff would suggest that the stone areas be bumped out to provide compliance. We believe that the articulation provided should satisfy the intent of the ASDM. We have limited space with placing the building on the street as the City has requested as well as dedicating property that could have been used to provide larger bumpouts. While the building we have submitted may not exactly reflect the ASDM's requirements, we believe that the design demonstrates the willingness to conform by providing alternatives to satisfy the city's guidelines. A photometric was submitted in the first submittal and I have included it again as a 24x36 hard copy, 11 x17, and a PDF electronically. Tel: 303-665-9893 Page 4 of 6 WWW.STEELDIMS@AOL.COM CONSTRUCTION DIMENSIONS, LLC 1245 ROCK CREEK CIRCLE LAFAYETTE, co. 80026 The following response to comments dated December 26, 2016 from Development Review Engineer: Planning & Zoning Site Plan 1. Add Avenue to W52nd Title. REVISED. 2. In the Site Data Table - resolve Landscaped Area Required vs Area Shown - Revised 3. Also, in the Table - Sidewalks/Curb and Gutter square footage rounds to 4% of total area. Recalculated and revised to 8%. 4. Show the Stormwater Detention Easement Boundary(to encompass the 100 year limits) and identify this area as, "STORMWATER DETENTION EASEMENT, TO BE GRANTED TO THE CITY BY SEPARATE DOCUMENT". Please see the template Permanent Easement documentattached to this memo. Complete 5. Include the following note: "THE STORMWATER QUALITY DETENTION AREA HEREIN SHOWN AS "STORMWATER DETENTION EASEMENT" SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENTTHAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT THE APPROVALOF THE DIRECTOR OF PUBLIC WORKS.NOTE HAS BEEN ADDED TO THE SITE PLAN. 6. Please identify the strip of Right of Way that will be dedicated with this Site Plan as, "2.00' STRIP OF ROW TO BE DEDICATED BY SEPARATE DOCUMENT". COMPLETE. Civil Engineering Responses by Civil Engineer for the Final Drainage Report and Final Drainage Plans. Grading Plan 1. For Sheet C1.1: A. Label W. 52nd Avenue Added Avenue B. There is a 4' concrete pan detail forthe 3' concrete pan shown on this plan. PW recommends using the 4' wide pan ratherthan the 3' (smoother drive across and has a bit more capacity). Revised the City of Wheat Ridge's detail to reflect 3'. C. Direct the readerto the Detail and sheet where the 4' wide weir with V-notch weir will be found. Refer to Drainage Map Details Sheet 3 2. On Sheet Cl.2: A. Include a detail forthe 4' weir with V-notch weir. Refer to drainage map details sheet 3. B. It appears the lid for the 1,000 gallon SOG should be shown as grated. Revised detail. Tel: 303-665-9893 Page 5 of 6 WWW.STEELE)!MS®AOL.COM CONSTRUCTION DIMENSIONS, LLC 1245 ROCK CREEK CIRCLE LAFAYETTE, CO. 80026 The following responses to Arvada Fire Protection District Project #16-151 D 1. Fire Protection Services 2. Emergency Vehicle Access - Compliant with the unobstructed overhead vertical clearance of 13'-6".The drive aisle has an unobstructed width of 24'-6". There is access to the building within 150' from 52nd avenue. 3. Fire Apparatus access-surface - surface is asphalt and will support an imposed load of 85,0001bs. Will comply. 4. Fire Apparatus access-turning radius - provided an auto-turn analysis. Please refer to #5 5. Approved emergency vehicle turn around - The site provides accesstothe building within 150 feet of all portions of the proposed building. There is a gate across the drive aisle on the west side of the building inhibiting access to parking area for a vehicle turnaround. 6. Emergency access through site - not applicable. 7. Fire lane signage - not applicable 8. Required fire flow - Type 11 -B construction required fire flow 1,750 gallons per minute. 9. Water supply for fire protection - existing fire hydrant within the maximum distance allowed by code. We will comply. 10.Fire sprinkler system - not applicable Customer does not and will not repair commercial vehicles. 11.Landscaping clearance - a 3'-0" clear space shall be maintained around all fire hydrants. Unobstructed vertical clearance of 13'-6" will be provided and maintained. 12.Premise Identification - During construction and upon completion there shall be building signage provided, a minimum of 4" high with a 0.5 inch stroke and visible From the street or road fronting that building. 13.Construction Plans - Complete specifications and building construction plans shall be submitteddirectly to the Fire District for review and approval at the same time plans are submitted to the City of Wheat Ridge and prior to construction occurring. The developer is encouraged to contact the AFPD Community Risk Reduction Divisions to verify plan submittal requirements and Fire District permit fees prior to plans submittal. A Knox box will be provided on the west elevation in a location decided by the AFPD for accessinto the building through a man door and/or overhead door on the west side of the building. There is a locked gate across the drive aisle just south of the entrances, prohibiting access to parking area. Tel: 303-665-9893 Page 6 of 6 WWW.STEELDIMS@AOL.COM PHOTOMETRIC PLAN 210 _STANDLEY HEIGHTS/11950 W. 52nd o.o bo 0.0 0£ bo on b.0 bo ' b.o ba b.o ba b.o bo b.o bo bo bo o o bo b.0 00 00 on p L.Uu U U u.u 0.0 00 0.0 01 180 0.0 bo b o & 00 0+0 0.0 00 00 0.0 00 bo o W/2 150 0.0 bo b.0 loi b b.O oD b.0 0.0 0.0 0.0 b.0 bIo b.0 . 0.0 00 b.0 0 120 b.0 b.0 b.0 b b.0 00 bo o bo 00 bo 64/41 ho b 0.0 . 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GHTING 170 Ludlow Avenue, Northvale, NJ 07647 888 722-1000 ·RABWEB.COM Prepared For: Electrical Lines Warehouse 11111 East 53rd Ave Unit C Denver, CO 80239 Job Name: Standley Heights Wheatridge, CO Lighting Layout Version A Scale: as noted Date:7/19/2016 CASE #: 00049977 Filename: Standley Heights Layout 00049977 AAGI Drawn By: A. Murphy Filename: Z:Uob Files\Electrical Lines\CED\Longmont 104215\Standley Heights\Working Files\- REVISION\Standley Heights layout 00049977 AAGI The Lighting Analysis, elayout, Energy Analysis and/or Visual Simulation Flighting Design") provided by the RAB Lighting Inc.("RAB") represent an anticipated prediction of lighting system performance based upon design parameters and information supplied by others. These design parameters and information provided by others have not been field verified by RAB and therefore actual measured r esults may vary from the actual field conditions. 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Murphy Filename: ZAJob Files\Electrical Lines\CED\Longmont 104215\Standley Heights\Working Files\- REVISION\Standley Heights Layout 00049977 AAGI Bottom of Layout The Lighting Analysis, ezlayout, Energy Analysis and/or Visual Simulation nighting Design") provided by the RAB Ughting Inc. ("RABD represent an anticipated prediction of lighting system performance based upon design parameters and information supplied by others. These design parameters and information provided by others have not been field verified by RAB and therefore actual measured r esults may vary from the actual field conditions. RAB recommends that design parameters and other information be field verified to reduce variation. RAB neither warranties, either implied or stated with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design. RAB neither warranties, either implied or stated, nor represents the appropriateness, completeness or suitability of the Ughting Design intent as compliant with any applicable regulatory code requirements with the exception of those spedfically stated on drawings created and submitted by RAB. The Lighting design is issued, in whole or in part, as advisory documents for informational purposes and is not intended for construction nor as being part of a project's construction documentation package. Calculation Summary Label CalcType CalcPts Illuminance CalcPts - Property Line Illuminance StatArea - Parking Lot Illuminance Luminaire Schedule Symbol Qty Tag Label EE 5 D WPLED10 Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Fc 0.15 33 0.0 N.A.N.A.Readings taken at 0'-0" AFG 5 5 Horizontal Fc 0.02 0.2 0.0 N.A.N.A.Readings taken at 0'-0" AFG 5 N.A.Horizontal Fc 0.26 2.7 0.0 N.A.N.A.Readings taken at 0'-0" AFG Arrangement Lum. Lumens Arr. Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts Filename SINGLE 1063 1063 1.000 WPLED10 11.8 11.8 59 WPLED10 - Cool-ITL82637.IES 3 Expanded Luminaire Location Summary LumNo Label Tag X Y MTG HT Orient 1 WPLED10 D 66 64.256 12 270 2 WPLED10 D 105 64.256 12 270 3 WPLED10 D 122.5 82 14 0 4 WPLED10 D 122.5 120 14 0 5 WPLED10 D 122.5 151.815 14 0 Total Quantity: 5 '2 1.310.73 I 0.38 ' 0.16 0.047 0.0059 WPLED10 0 IlluminanceMOUNTING HEIGHT OF ALL WALL PACKS 14'-0"(Fc) TO BOTTOM OF FIXTURE HEAD.' NOTES: * The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system perfonnance Actual measured results may vary from the anticipated performance and are subject to meansand methods which are beyond thecontrol of RAB Lighting Inc. F ' Mounting heightdetermination is jobsitespecific, ourlighting simulationsassumea mounting height (insertion point of the luminairesymbol)to be taken atthe topof thesymbot forceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations.Top View: Grayscale Rendering * RAB Lighting Inc. luminaireand product designsare protected under U.S. and International intellectual property laws. Patents issued or pending apply. LIGHTING 170 Ludlow Avenue, Northvale, NJ 07647 888 722-1000 ·RABWEB.COM Prepared For:Job r Electrical Lines Warehouse Stan< 11111 East 53rd Ave Whe, Unit C Light Denver, CO 80239 Versi Scale: as notedJame: liey Heights Date:7/19/2016 CASE #: 00049977itridge, CO ing Layout on A Filename: Standley Heights Layout 00049977 A.AGI Drawn By: A. Murphy Filename: Z:Uob Files\Electrical Lines\CED\Longmont 104215\Standley Heights\Working Files\- REVISION\Standley Heights Layout 00049977 AAGI The Lighting Analysis, ezLayout, Energy Analysis and/or Visual Simulation Flighting Design7 provided by the RAB Ughting Inc. TRAB-) represent an antidpated prediction of fighting system performance based upon design parameters and information supplied by others. These design parameters and information provided by others have not been field verified by RAB and therefore actual measured r esults may vary from the actual field conditions. RAB recommends that design parameters and other information be field verified to reduce variation. RAB neither warranties, either implied or stated with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design. RAB neither warranties, either implied or stated, nor represents the appropriateness, completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception of those specifically stated on drawings created and submitted by RAB. The Lighting design is issued, in whole or in part, as advisory documents for infomiational purposes and is not intended for con5truction nor as being part of a project's construction documentation package. WPLED10 RAB LIGHTING Project:Type: Standley Heights D Prepared By:Date: A. Murphy 07/19/16 Driver Info LED Info Watts:Type:Constant Current lOW 120V 0.21A Color Temp:5000K 208V:0.14A Color Accuracy:69 CRI 240V:0.12A L70 Lifespan 100000 277V:N/A Lumens:548 Input Watts:13W Emcacy:42 LPW Efficiency:76%LED lOW & 13 Wallpacks. Patent Pending thermal management system. 100,000 hour L70 lifespan. 5 Year Warranty. Color: Bronze Weight 3.3 lbs Technical Specifications Listings UL Listing: Suitable for Wet Locations as a Downlight. Suitable for Damp Locations as an Uplight. Wall Mount only Suitable for Mounting within 4ft. of ground. Dark Sky Approved: The International Dark Sky Association has approved this product as a full cutoff, fully shielded luminaire. IESNA LM-79 & IESNA LM-80 Testing: RAB LED luminaires have been tested by an independent laboratory in accordance with IESNA LM- 79 and 80, and have received the Department of Energy "Lighting Facts" label. LED Characteristics Lifespan: 100,000-hour LED lifespan based on IES LM-80 results and TM-21 calculations. Color Consistency: 7-step MacAdam Ellipse binning to achieve consistent fixture-to-fixture color. Color Stability: LED color temperature is warrantied to shift no more than 200K in CCT over a 5 year period. Color Uniformity: RAB's of CCT (Correlated color temperature) follows the guidelines of the American National Standard fof Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2015. Construction Finish: Our environmentally friendly polyester powder coatings are formulated for high-durability and long-lasting color, and contains no VOC or toxic heavy metals. Cold Weather Starting: The minimum starting temperature is -40'C/40'F Ambient Temperature: Suitable for use in 40°C (104°F) ambient temperatures Thermal Management: Cast aluminum Thermal Management system For optimal heat sinking. The LPACK is designed for cool operation, most efficient output and maximum LED life by minimizing LED junction temperature. Housing: Precision die cast aluminum housing, lens frame. Mounting: Junction box. Green Technology: RAB LEDs are Mercury. Arsenic and UV free. For use on LEED Buildings: IDA Dark Sky Approval means that this fixture can be used to achieve LEED Credits for Light Pollution Reduction. Gaskets: High Temperature Silicone. Electrical Driver: Multi-chip 10W high output long life LED Driver Constant Current, Class ll, 120V-240V. 50/60/ Hz. 350mA. Optical Lumen Maintenance: The LED will deliver 70% of its initial lumens at 100,000 hours of operation. Other California Title 24: See WPLED10/PC for a 2013 California Title 24 compliant model. Patents: The LPACK design is protected under patents in the U.S. Pat. 0608,040, Canada Pat 130,243, China Pat. 200930183252.2, and pending patents in Taiwan and Mexico. Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including covernge of light output, color stability, driver performance and fixture finish. Equivalency: The WPLED10 is Equivalent in delivered lumens to a 70W Metal Halide Wallpack. HID Replacement Range: The WPLED10 can be used to replace 35-100W Metal Halide Wallpacks based on delivered lumens. Need help? Tech help line. (888) RAB-1000 Email. sales@rabweb.corn Website: www.rabweb.com Copyight © 2014 RAS Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 WPLED10 RAB LIGHTING Dimensions 14 - [60.70] L ...4 [121.76] Juntion Box Mount Configuration Features High performance LED light engine Maintains 70% of initial lumens at 100,000 hours Weatherproofhigh temperature silicone gaskets Superior heat sinking with die cast aluminum housing and external fins 5-year warranty [53.67] 1.18-9 1 1 r-r [29.531 + 1-+ 9 + 1 1• ·L-1 1 4 4 [53.67] -160.70] J ¢ 1-L. 5. --1 [63.50][127.00] Ordering Matrix Family Watts Color Temp Sensor Surface Plate Surface Place Finish Photocell WPLED " 10 = lOW =5000K (Cool) =No Sensor =No Surface Plate S = Surface Plate =Bronze =No Photocell 13 = 13W Y = 3000K (Warm)MS = Mini Sensor W = White /PC = 120V Button N = 400OK (Neutral)/PCS = 120V Swivel /PC2 = 277V Button Need help? Tech help line. (888) RAB-1000 Email. sales@rabweb.com Website. www.rabweb.com Copyright © 2014 RAB Lighting Inc All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 2 - , City of1-Wheat Mge - COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 December 29,2016 Mark Russell Construction Dimensions, LLC 5645 Orion Circle, Golden, CO 80026 Dear Mr. Russell: This letter is in regard to an applications filed for approval of a site development plan for property zoned Industrial Employment (I-E) on property located at 11950 W. 52nd Avenue. The first submittal has been reviewed and the following are comments: SITE PLAN DOCUMENT SHEET 1 1. The vicinity map should be modified to a black and white line drawing so it is legible. 2. In the Owner's Certificate, move the owners' names so that they are under the signature line. 3. In the Case History Box, add the following case number: WSP-16-06. 4. Remove the "map number' reference. 5. In the Site Data, show the gross site area with a notation for square footage for the right-of-way vacation and the resultant net site area. 6. In the Site Data, all of the lot coverage numbers should be a percentage of the net site area. 7. The minimum landscaped coverage is 15%. Any reduction below this will require a variance. 8. In the graphic, designate the new property line after right-of-way dedication. 9. In the graphic, there is a hatching patter on the south side of the building. What does that designate? Add a category to the legend for this. Also add a pattern for concrete. 10. In the legend, please eliminate items not included on the site plan such as contours. 11. Designate the proposed dumpster location and designate how it will be screened. 12. Is any fencing proposed? If so, it should be shown. 13. Is a freestanding sign proposed? If so, it should be shown. 14. The building is shown to be directly on the back of walk. It may be beneficial for maintenance purposes to leave a few feet for maintenance and drainage purposes which could increase landscaped coverage. 15. Because the front fagade is 100' long, it needs to meet the requirements of Section 4.2. of the ASDM. 16. Provide a section view of the front fagade to demonstrate fagade articulation. 17. A building entrance is required on the front side of the building. 18. Include pedestrian access from the front to the rear of the building. 19. Redraw the street frontage to be consistent with the Public Works requirement for public improvements per Dave Brossman's comments. 4 L / SHEET 2 1. Redraw the street frontage to be consistent with the Public Works requirement for public improvements per Dave Brossman's comments. 2. In the graphic, designate the new property line after right-of-way dedication. 3. The building is shown to be directly on the back o f walk. It may be beneficial for maintenance purposes to leave a few feet for maintenance and drainage purposes which could increase landscaped coverage. 4. In the Landscape Data Table, make sure that total site area is the net area and that it matches the front sheet. 5. The minimum landscaped coverage is 15%. Any reduction below this will require a variance. 6. Three street trees are required along the street frontage. 7. In the Landscape Data Table, show the breakdown between living and non-living plant materials. One 30% of the landscaped coverage can be non-living. SHEET 3 1. Wall signage must be appurtenant from a public street; therefore, the sign on the western wall is not permitted. 2. Architectural enhancements are required for roll-up doors visible from the public street. Refer to page 25 of the ASDM. 3 3. Provide a percentage breakdown for materials used on each of the building frohtages. 4. Provide a calculation for transparency on the front fagade. It appears to be less than 15%. Redesign with a front entry area with windows would be counted towards transparency. 5. Designate how you are meeting the articulation requirements of the ASDM. The site plan needs to reflect this articulation. 6. The eastern fagade will be visible from 52nd Avenue. Provide architectural detail similar to the north end ofthe west faGade elevation. 7. On the front fa™le, provide more detail regarding panel design or seams and specifications on the proposed product. 8. The ASDM manual was amended last summer to require roof form variations. Staff would suggest that a roof form modification be provided over the middle stone area on the front at the required entry area.See page 25 of the ASDM. 9. Fagade articulation is required along the front fa™le. Staff would suggest that the stone areas be bumped out to provide compliance. OTHER ITEMS OF CONCERN A photometric plan is required as part of this submittal. REFERRAL RESPONSES The following are referral responses received from other City departments and outside agencies. This correspondence is attached to this comment letter unless noted below. A rvada Fire Protection District: See comments from Steven Parker dated December 27,2016. City of Arvada: See email from Zackary Wallace dated December 22, 2016. Fruitdale Sanitation District: See comments from Bill Wills dated December 16,2016. Valley H/ater District: See comments from Kathleen Kadnuck dated December 13, 2016. H/heat Ridge Police Department: See email dated December 12,2016. 2 Wheat Ridge Public Works Department: See comments from Dave Brossman dated December 26,2016. Due to the size of the file, these comments will be forwarded separately via two emails. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. Once the changes have been made, please submit one 24" x 36" copy ofboth documents and an electronic copy with a PDF document and an AutoCAD dwg (2010 or older) including all external reference and shx files, etc. If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848. Sincerely, M J - . . k.- r - Meredith Reckert, AICP Senior Planner W STANDLEY HEIGHTS/11950 W. 52nd Site Development Plan Property Affected. Lot 14. a portion of the SE 1/4 Sec. 17, T.36, R. 69W of the 6th Principal Meridian, City of Wheat Ridge, County of Jefrerson, State of Colorado Add VIGP-1605 Case Numbe The v.cirty m,pwil be Ilegable due to the une 01 colo. Ple-, modfy 11 to be a black and whe lih, dfaw,ng ........ 1 Show,ny proposed fencing ind freestincing slgn,ge Indudi the dmpit»rlocation and me"d of E-ning r....... 1 h.1.1-*-7 Add to th, j.... 1 =:21.-Legal Description of Property .Mt 01-t | APART OF LOT 14, STANDLEY HEIGHTS SUBDIVISION, S.E.loF......SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST. OF THE 6-TH/P M i C Irr OF WHEAT RIDGE. COUNTY OF JEFFERSON, STATE OF COLORADO AKA 11950 W. 52ND AVENUE, WHEAT RIDGE, COLORADO VICINITY MAP Surveying Certificate 1. MARKP RUSSELL. a registered Professional Engineer in & State of Colorado, do hereby certify that the Site Plan Map shown hereon Is a correct delleation of the above described parcel of land 1 further certify that this SIte Plan Map and legal description ware prepared under my personal supe,vis,on and in accord with applicable State of Cole,ado requiremen on this- day of .2016 Ind by OWNERS CERTIFICATE t' all<.....I 8-<-us- th- 10. e 10[F i.. , '1.-- =re¢*sto r,qur,ments ofS-on 4,2 1.4 (p,ges 24./ 25 of - ASOM) 1 =ue >f< j Provi.'-cton-wofthe , rer¢ Ic,-to dernerstialo wai -l articulloon SOO·42'33"E 150.70' -v/1 - 0 3 1 1.*Gr.24*<§?f: .0 .0.'14·.· ...1.«6:.rk.: -1 1 :i·ct»»<JA31_1 1070009 Z 30.02 The below signed 0-ls>. or legally des'nated age/(s) thereof, do hereby agree that the proporty legally described hereon vwill be developed in accordance #h le res...ns and conditIns contained intheplan. andasr™yotherMse beraquiredbylaw 1(we> funher recogne that the approval of the Site Plan does not create a vesled ....6/1.. _ property right Vested Pfoperty lights may only .ise and accrue .....'.1.*/ pumuant to the provisions of Section 26- 121 of Ihe Meat Ridge Code oflaws Stevo amd Jano Shelle,4 Movelheowners- irl r--112 <« 4.1- a .10 nip i..A i."nrror 1 121 - 1 1 l,r,¥Ax,rmft,01 ==*11,0,9 1:r t:W·lat.1 ---1 IE *nt•,1 1 -- PROPOSED USE: REPAIRIERVICE GARAGE EXISTINGZONING· INDUSTRIAL EMPLOYMENT Site Data - Total ana of the propelly 19.541 S.F. e 6 4 3 Building(overao,7.000 S.F. Parking Lot. Ast,It 9.1138.F Slde,/1, /Curb ind Guttlf - Conclet, 717 S.F. Land,c./.d A- Cov,fa.- R.qued 2,931 IF LandscapedA-Covage- Shown 2.711 IF Area Dedicated to th, CIty 781 S.F. Number of Parking Stills Pmvlded 20+ (1 H/C) 21 t- Number of Parking Stall Required 14 + (1 Hi C) 15 total 1 g LEGEND Th, sit, 0/1 tabl, is cor¥using Indicate grcss lot ,reaandshowr# - ..1/ •g 'ved - with a designat,0/ for -t. area All ¢Ove.ges Should10(» le a /0/1/ of " 36' ..8 4/9 3% 15% 14% k Landscape co-ragebel. thI mirlimurn will Inance Show ..... !,*--·-d area ..' 0/0., W Thls,n, *an d- not,klude 1 k 47 -/sp•©• d,so,el,mera as54 554 r*qd ty-ASOM. pg 16 *- tki*13Fi,p- - - m co I 1 J#imr uf 1 1 I.EB9EQNEP9 .!21% 222=WME'Ete¢ULIE = ./1./.ULIkE liiss- ..B*P' A·. --_ W - 5/6# N ae·NfE 1 1.1 : 4 9,Lig¢aE 00 NAi............. -the sl,ature./ State of Colorado ) }IS Courityof Jelferson > The foregoint Instrument was ackno*dged before n the__day of .AD.2016 by tnessr™handandomcialseal Mycommiss,onexpires Notary Public CITY CERTIFICATION Approved this - day of .2016 by 0,e CIty of Vilhal Ridge ATTEST p"a I 'Mt'KE -- - rYFTN 0,·mi,c /1 rvirl i » - 4.--g-r-p- 2 I 591 j 0,91'M f------ M irPro/di p•d•*1/1 acc-*fromsh. ...roft'.ng OM¢lac -- h f,PC4 i 24· NOO'35'01"W 149.51 -0- 1 L_____-1 - LAN»<..A h' re--- 2 R ........4 1.It! i r -** 1 Preparer:_ Address·_ Phone#· Applicant· Address _ Phone #: _ Owners Address: _ Phone # LA*ECV¥CEA - 'PEFf' L. - - E....5 E *#* T In ./1.ind.. notshow SDP .INg-orn for 'ma-onth -pns.."- 14.1 Dimension,illc cor•ou, -s_1205 Rock Cre*k93*.lilii -;' -1914#Pen .Indth. - buildingand _ggl.luct/n limens/ne concr- 1245 Rock Creek glmIL[,11ette. CO 80026 303·6*9893 St-and JIM Sh,Mon. LLC -<QI»fIC;JI'.9911.00 00403 ;03-946-1685 Communly D-lopment DIrector l1 Date Prepared: 12/92016 Sheetl of 3 STANDLEY HEIGHTS/11950 W. 52nd Landscape Plan Property Affected Lot 14. a portion ofthe SE 1/4 Sea. 17, T 36, R. 69Wofthe Gth Principal Meridian, CIty of Wheat Ridge, County of Jefferson. State of Colorado 1 - ly./ ! 1.ASCAPEE DATA TABLE TOTALSITE AREA:leeS¢1 SF PROPOSED BUILDING:7.000 SF _IgTAL BUILDING C<MERAGE:38% COVERAGE LANDSCAPE AREA PROVIDEC.2.711 5/ 1 LANDSCAPE COVERAGE:1496 COVERAGE -IXADICAPE REQUIRED 231 (1596) IMPERVIOUSNESS < 16.830 SF)06% COVERAGE T-e street tress - required along01*52nd Aver,ue hor.ge .(NFO; MID 01'1 50 .T I f SOO'42'33"E 150.70' m rh ;U-Fl.MeNNU *TL lar ¥ prE'Awl,5H'IM / 5 7 r# 6 0, mEE M, 1.000 9 ea»YF mo 5 Blmu? .- '10' 5FEW> 1-815...1 4 0. 0 3 for4 i 109,1.m'0009'Ia=I £00 30 11.¥ aN,r,e,eadE Af z .le .* mIE.1,1- J 251,iNFnMMW!26,'E,111 P,C,2,Clb f,1, POM90*,[N (M,118'9 F,!A,¥N,05Da'AM 1 FII....mal 2:12/I .··enuJIB'fEIA<CJ,fa! 0#E05/421.'012,15) -covefage as a % of the total I coverage · i card .c-d 35% FIC]51V11111:.12 - MZ w 94.YEOE9POMOM / )4.N - an.•Nmele' 1. 1- , 1.245.N |41 - I Nil aAW fEE - MC}/0 0 6579 22. P' 1 8005F r 52ND A *'E F Ef mNOE5 Ge Ae· 1059·M'YMP FF?M qFFGM 11,ANNEOTHAr 1020FROOrCAl . 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I t 4,10% 1'#C,·„Dr,E,£,1,la all »6 *1 fa/,«f./1 NOO·35'01"W 149.51' U,9-.n,54',Lffier,UP,N?...0, fen,!Sl*Al/(mIKAjE..£1#C¥ \ Landscape Plan i Preparer:__§1 Grnensions' LLC Address: -110.Rock Creek C/gleilifilitti. CQ 80026 Phone/303-665·9893 Applicant _3@gtruction Dknensions. LLC Address. - Rockereek 0*cle. U,fay-.QQ_agNL phonn I 303-665 9893 0,vners· _ItivE»d Jan• Shelton, LLC Address -5 0#00 Ckcle Golden CO 80403 Phone#:-m-946-1685 Date Prepared. 12/5/16 Sheet 2/3 wall slor•g• mustbe appurter•Int to I public sr- STANDLEY HEIGHTS/11950 W. 52nd Exterior Elevations PPERfty Mf*d Lot 14, a portion of the SE 1/4 Sec. 17, T.36, R. 69W of the 6th Principal Meridiap, City of Wheat Ridge, Cougty of Jefferson, State of Colorado I.*........5rM!065'#*/INMA 'fi IDO 0020 I'lv unuu* P.V....clon -Donal propo-1 t Y- aWUNE *I 1/...M C.'.$,AL 9.1 See 4 25 ASOM b .Inme- foroverheaa doors visible from , 1/rcnn, r- r,-mi.. 011 f==- 1 - *- 1 1 .chit/c#al lit»11 enth,sendofth' tion. s,n.r1 9_1_7100·,enorlhend©f the west -valion it-bev.bl hm-*-t IMrvi„rt L 1 4 f,16'REVAUIW,1,11,A 126,9 5,ONE .ll,4 2159 I.I*91ola./-.9r'05,5-ACTU,!239 1 6'·Cirm,V·159 re,-11,1©I A Mortte'Arvi 5fNSM; 941 /U/ 11•T;, Poo, r.0 nr 64Wt- 0 ...I'-./.--.%--IG.I. -r ovef,his storle •f••? 0' Ov•' -'*eZZIMZL 4· 2/4- 0 IL{OPU11fOFH*' 'OeO,/444¥./. .·.2-14·UW 29-....caa,p -fIEE,En ...£1 lip.- -.*Ill 1£;El...LIA 1729 MJN 40% MUNE .*14809 MAK.Ox IMP Cl]4 7999 %.mtkr-.mP*I .lk g29 -iM-/%..·ACII#,e·,9 i..Al/1 ........ 049»,CG.41.... i.....·.... v#fe....r UDEra-/5.C,5' 0"0,1./45, 7 92 f..I'....'#/I calcution fof .....b©nof how facado e,s plar, is meshng I."...r'yon 0,e art,cul,Don h .......r,qu,remer-oflhe #pea.to b,ISOM r 4. ..ill'/ ...t,!0.-I ./ •Pen E f Ar».Could-sly hrnp- th- stone -s | 01/ 1/0// rn-te.lacade 0 0 24 1 12*·- I-----+ CmtlVA....5 ,- 03,0*Meo +069*- 020- '/ a,mr *r 1'0N9'GUM f. 61'LWIU- n,*nar,r,2 JIll COLC= €Cn' r M 1 Il Il Il Il I Il Il Il Il ,/ EXTERIOR ELEVATIONS Preparer -Ste• Imens ns- Address _124 Re<*Creek Crci. lifiveli. CO 80026 Phone 0 65-969- Appl,cant _lonsluan.Q#llouns,.LLC Address ___212/BR5*S@£*%.;*9.1,1tmlLQQ-///- Phone #· 303-665.9893- I· 0·1 10Nf a¥/- Mara# .11!LE'elle' V11111111111411111 0 Owners _kfi.»nd Jine Shilton, LLC- Address:_ Onor, Cir¢1*,.99¤gn, CO 804QL Phone * ,_946-1686 Date Prepired· 12/5 /18 Sheet3013 _IiI '· U=66 701 ELEVA11O1 lE!da Fire Protestion District 7903 Allison Way Arvada CO 80005 · 303-424-3012 · 303-432-7995 fax December 27.2016 Ms. Meredith Reckert. Planner City of Wheat Ridge 7500 W 29th Avenue Wheat Ridge, CO 80033 Re: Japanese Auto. COWR Project # WSP-16-06. AFPD Project # 16-151D Ms. Reckert: The referral referenced above was reviewed for compliance with the 2012 International Fire Code (IFC) as adopted by the City of Wheat Ridge. The Fire District has the following comments regarding this development plan. 1. Fire protection service This parcel is currently within the jurisdictional boundaries of the Arvada Fire Protection District (AFPD). The fire protection services for this parcel are provided primarily by AFPD Fire Station #2 located at 5250 Oak Street. 2. Emergency Vehicle Access Fire apparatus access shall have an unobstructed width of not less than 26 feet and an unobstructed vertical clearance of 13 feet 6 inches including any overhead utilties. The plans provided indicate that the unobstructed width requirement is not being met. (2012 IFC Section 503.2.1 amended). The applicant shall provide acknowledgement and indicate compliance with this requirement. 3. Fire apparatus access-surface Fire apparatus access roads shall be provided with an approved all-weather surface (concrete or asphalt). Access roads shall be capable of supporting an imposed load of 85,000 pounds. (2009 IFC Section 502.2.3) The applicant shall provide acknowledgement and indicate compliance with this requirement. 4. Fire apparatus access-turning radius Fire apparatus access roads shall provide a minimum inside turning radius and an outside turning radius sufficient to allow navigation of fire apparatus and allow effective fire suppression operations. A turning analysis of the site, using AutoTURN® or an equivalent program, shall be provided and indicate that access throughout the site will accommodate fire apparatus as specified by Arvada Fire. The developer or representative shall contact Arvada Fire Community Risk Reduction Division for apparatus dimensions for use in the turning analysis (2012 IFC Section 503.2.4). The applicant shall provide the specifications used for AFPD T-56. The AutoTURN® provided does not indicate the dimensions used. Approved emergency vehicle turn-around Tile site shall provideaccess towithin 150 feetofall portions ofthebuilding. it appears that this requirement is being met. The drive/parking lot exceeds the maximum allowable 150 foot dead end without an approved emergency vehicle turn-around. Provide a means for emergency vehicles to turn around on-site. (20 12 IFC Section 5()3.2.5) The applicant shall proride acknowledgement and indicate compliance with this requirement. Emergency access through site The private roads through the site shall be dedicated on the final plat as -Emergency Access Lanes" or other similar language as required by the City of Wheat Ridge. The applicant shall provide acknowledgement und indicate compliance with this requirement. Fire lane signage Provide a signage plan indicating the location of fire lane signage. The fire lane signage shall comply with the City of Wheat Ridge Engineering Standards shall be provided on the curb line. (2012 IFC Section 503.3) Fire lane signage plan shall be provided. Required fire-flow Based upon the information provided and assuming wood-frame construction the minimum required fire-flow is determined as follows for a Type 11-B structure that is 7.000 square feet: • 1.750 gallons-per-minute This figure does not include a 50% reduction (to no less than 1.500gpm) in required fire-tlow for the installation of an automatic fire sprinkler system.(2012 IFC Table 8105.1 and Section B 105.2) Water supply for fire-protection Fire hydrants shall be installed and/or made operational to provide the minimum required fire- flow prior to commencing construction above grade. (2012 /FC Sec·/ions 507) Tile applicant shall provide acknowledgement and indicate compliance with this requirement. 10. Fire sprinkler system If this facility will include the repair of commercial vehicles, a fire sprinkler system shall be installed when the fire area exceeds 5.000 square feet. The applicant shall provide clarification indicating whether the building will be sprinklered or 11(}t. 11. Landscaping clearance A 3-0 foot clear space shall be maintained around all fire hydrants. The space shall be measured from the top center of the hydrant and there shall be no obstructions directly in front of fire hydrants. (2012 /FC Section 507.3.5) All of the trees within this development. shall provide an unobstructed vertical clearance of 13 feet 6 inches for emergency vehicle access (2012 IFC Section 503.2.1). The applicant shall provide acknowledgement und indicate compliance with these requirements. 12. Premise identification During construction and upon completion there shall be building signage provided, a minimum of 4 inches high with a 0.5 inch stroke and visible from the street or road fronting that building.(2012 IFC Section 505). The applicant shall provide acknowledgement and indicate compliance with this requirement. 13. Construction plans Complete specifications and building construction plans shall be submitted directly to the Fire District (AFPD) for review and approval at the same time plans are submitted to the City of Wheat Ridge and prior to construction occurring. The developer is encouraged to contact the AFPD Community Risk Reduction Division to verify plan submittal requirements and Fire District permit fees prior to plans submittal. The applicant shall provide acknowledgement and indicate compliance with this requirement. Please contact me at (303) 403-0477 or via e-mail at steven.parker@arvadafire.com if you should have any questions or need further information. Sincerely, Steven Parker Deputy Fire Marshal Meredith Reckert From:Zackary Wallace <zwallace@arvada.org> Sent Thursday, December 22, 2016 2:08 PM To:Meredith Reckert Subject:WSP-16-06 Land Use Referral - Japanese Auto Ms. Reckert, Thank you for the opportunity to review and provide comments on the Japanese Auto Site Plan (WSP-16-06) located at 11950 W. 52nd Avenue. The City of Arvada has no comments regarding the proposed site redevelopment. Please do not hesitate to contact me i f needed. Thank you, Zack Wallace Planner I P: 720.898.7438 zwallace@arvada.org YBARMADA ¤1¤Immle 1 /MARTIN/MARTIN CONSULTING ENGINEERS December 16, 2016 Meredith Reckert City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge CO 80033 Email: mreckert@ci.wheatridge.co.us Re:Fruitdale Sanitation District - 11950 W. 52nd Avenue - WSP-16-06 Martin/Martin, Inc Project No.: 130053.C.01 Dear Ms. Reckert, On behalf of the Fruitdale Sanitation District (FSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the referenced referral dated December 12% 2016 concerning a site plan for a proposed car repair facility at 11950 W. 52nd Avenue. The Fruitdale Sanitation District has no objections with the site plan conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. The subject lot is entirely within the service and boundary area of the Fruitdale Sanitation District. Treatment of sewage generated within the Fruitdale Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitarv Sewer Mainline(s) Fruitdale Sanitation District has the following sanitary sewer mains adjacent to the proposed property: • 8-inch mainline running west to east, north of the referenced property within W. 52nd Avenue. It appears the property may be serviced by gravity flow; however, the developer is responsible for determining depths of the existing sanitary sewer main to verify i f gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. Each building is required to have a separate sanitary sewer service with an independent connection to the District main. Certified design documentation indicating the amount of flow that the car repair facility, and any additional development, will contribute to the sanitary system is required to initially evaluate if the existing sanitary sewer system has sufficient downstream capacity. Depending on values of anticipated flow, the Owner/Developer may be required to evaluate downstream sanitary mainline capacity to show the anticipated peak flows can be accommodated by the existing main. When available, provide a site plan including all utilities for District review. Priorto any building permit issuance, please provide information regarding processes related to oil changes or other hazardous waste material on-site. FSD will determine if there is a requirement for an oil/sand separator or other pre-treatment as required by Metropolitan Wastewater District (Metro). A private monitoring manhole may be required. Costs Perthe District Rules and Regulations, tap fees for commercial buildings are based on the water metertap size for the building. When the certified water tap size(s) is received, a tap fee document can be produced indicating tap fees required for connection to the sanitary sewer collection system, including any credits that may be available. In addition, engineering review fees may be required to be deposited in advance by the developer to the District. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Fruitdale Sanitation District - 11950 W. 52nd Avenue - WSP-16-06 December 16, 2016 All costs involved are to be deposited in advance- engineering, reviews, design, construction, observation and inspections - are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware that proper tap and development fees are required to be paid prior to connection to the District main. A minimum 72-hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Fruitdale Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE CC:Gary Charbonnier - Fruitdale Sanitation District Page212 12/13/16 TUE 10:18 FAX 303 424 0828 VALLEY WATER DIS @001 VALLEY WATER DISTRICT I21()1 WEST 52Nl) AVENUE WHEAT RIDGE, COLORADO 80033 TIll..HI'HONE 303-424-9661 1:Ax 303-424-0828 December 13,2016 Meredith Reckert City of Wheat Ridge 7500 W. 2gu, Avenue Wheat Ridge, CO 80033 1)ear Meredith: Ill response to your inquiry regarding Case #WSP-16-06, Japanese Auto, the Valley Water District offers the following comments: 1. There is an existing :>A" water lap on the property that can be used within the current legal description. Each building structure will require a separate water tap. 3. Should there be any fire hydrants or fire lines required to meet Arvada Fire Pr<,lection Districl requirements. these would be at owner's cost. 4, Depending on the location of additional building structures, water main lines may be needed to sclve the project which would also be at Owner'S CONt. 5. The owners ofthe property should contact the District to review the site plan for the project as soon as it is available. Should you have any further questions, please fccl free to contact me. SinFely, Rkthi&kainuck A,i,449»._ District O[lice Manager Meredith Reckert From:Mark Cooney Sent:Monday, December 12, 2016 11:21 AM To:Meredith Reckert Subject:RE: Land Use Referral - Japanese Auto I have no problem with this. Mark Cooney Investigations Commander Wheat Ridge Police Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2931 CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thankyou. From: Meredith Reckert Sent: Monday, December 12, 2016 11:05 AM To: Mark Cooney Subject: Land Use Referral - Japanese Auto Dear Mark, The Wheat Ridge Community Development Department has received a request for approval of a site plan at 11950 W. 52nd Avenue (Case No. WSP-16-06 Japanese Auto). Please download the application documents from the City drive: Folder: V:\Community Development\ Land Use Case Referral File name: WSP-16-06 Japanese Auto Comments are due by December 26, 2016 no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions. Thank you, Meredith Reckert, AICP Senior Planner 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2848 Fax: 303-234-2857 www.ci.wheatridae.co.us h . . Cili' 01:F. w hdat R iciae- C{ 144 41 1 IN] 1 ¥ Di Vt 1 4 )1' 1.li N*M b 1 -. CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message fi·om your computer, and any network to which your computer is connected. Thank you. .. 'I 2 96 Xcel Energr PUBLIC SERVICE COMPANY Right of Way & Permits 1123 West 3rd Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571.3524 donna.1.george@xcelenergy.com December 14,2016 City of Wheat Ridge Community Development 7500 West 2gth Avenue Wheat Ridge, CO 80033 Attn:Meredith Reckert Re:Japanese Auto, Case # WSP-16-06 Public Service Company of Colorado's (PSCo) Right of Way & Permits Referral Desk has reviewed the site plan for Japanese Auto. Please be aware PSCo owns and operates existing electric distribution facilities within the subject property. The property owner/developer/contractor must contact the Builder's Call Line at 1 -800-628-2121 or https://xcelenergy.force.com/FastApp (register so you can track your application) and complete the application process for any new gas or electric service, or modification to existing facilities. It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details. Additional easements may need to be acquired by separate document. As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center at 1 -800-922-1987 to have all utilities located prior to any construction. Should you have any questions with this referral response, please contact me at 303- 571-3306. Donna George Contract Right of Way Referral Processor Public Service Company of Colorado . I City of50 WheatRidge -- PUBLIC WORKS Memorandum TO:Meredith Reckert, Senior Planner FROM:Dave Brossman, Development Review Engineer DATE:December 26,2016 SUBJECT:WSP-16-06/Japanese Auto, 11950 W. 52nd Avenue I have completed my review for the request to approve a Site Plan in the Industrial- Employment zone district received on December 12,2016, and I have the following comments: General Comment: Please be advised that the terms surrounding the public improvements across the W. 52nd Ave. frontage have changed substantially since the 12/17/15 Pre-Application meeting for this project. The previously mentioned fees in lieu o f construction have been changed to include all public improvements, such as the piping of the irrigation ditch, 6' vertical curb & gutter, an 8' detached SW (w/6' amenity zone), additional asphalt pavement, pedestrian lighting, and landscaping. A cost estimate for these items shall be provided for review and approval with the next submittal. The fees shall be due at time of Building Permit Application. PLANNING & ZONING Site Plan 1. Add "AVENUE" to W. 52nd in title. 2. In the Site Data Table - resolve Landscaped Area Required vs Area Shown 3. Also in the Table - Sidewalks/Curb and Gutter square footage rounds to 4% o f total area. 4. Show the Stormwater Detention Easement boundary (to encompass the 100-year limits) and identify this area as, "STORMWATER DETENTION EASEMENT, TO BE GRANTED TO THE CITY BY SEPARATE DOCUMENT". Please see the template Permanent Easement document attached to this Memo. 5. include the following Note: "THE STORMWATER QUALITY DETENTION AREA HEREIN SHOWN AS "STORMWATER DETENTION EASEMENT" SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF Japanese Auto_11950 W52nd Ave_Review-1.ltr.docx L J Public Works Engineering December 26, 2016 Page 2 WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS." 6. Please identi fy the strip of Right-of-Way that will be dedicated with this Site Plan as, "6.00' STRIP OF ROW TO BE DEDICATED BY SEPARATE DOCUMENT". Please see the template Warranty Deed document attached to this Memo. 7. Show future 6" vertical curb and gutter and 8' detached sidewalk with light or shaded linetype and identify them as being constructed in the future and "BY OTHERS". Doing this will also show where potential conflicts will exist, such as the water meter pit and curb stop that will need to be relocated so as to not be in the future gutter pan/cross pan that the City will build and maintain. CIVIL ENGINEERING Final Drainage Report (Discussion) 1. Page 3 -Major Basin Description a. Suggested re-write of sentence 3 to "The site is located uphill from Van Bibber Creek at one-hal f mile distant and uphill from Clear Creek at just over one mile distant." to make a little clearer. 2. Page 3 -Sub-Basin Description - Existing Conditions a. Paragraph 4, Sentence 1 - Incomplete sentence - add comma at end and "while a portion of the ..." b. The last sentence should be rewritten. 3. Page 4 -Sub-Basin Description a. Paragraph 3 - Please be advised that the roof drains on the north side cannot discharge over and across the public sidewalk. Provide a sidewalk chase at all down spout locations, and mention this in the discussion. b. Paragraph 5 - the word "rational" is misspelled. 4. Page 4 - Hydrology a. Please note that Figure 5-1 of the City's Site Drainage Requirements is now obsolete; please use the current T-1-F curves the City developed on 1 1/14/2016 which now incorporates the NOAA Atlas 14 values. 1. Page 5 - Stormwater Storage Facilities a. In the 1 st paragraph it needs state the greatest depth anticipated in the parking lot for the 1 00-year event. \. Page 6 - Stormwater Storage Facilities a. In the 31.d paragraph: i. The percolation rates need to be modified to retlect the values from the Appendix. ii. The percolation rate 20% Safety Factor also DECREASES the rate rather than increases it as currently stated. Japanese Auto_11950 W52nd Ave_Review -1.ltr.doe.\ Public Works Engineering December 26,2016 Page 3 b. In the 4tll paragraph please state the depth (the difference) between the bottom of the proposed underground detention system and the high water table. You could always include a bottom elevation for the system and an approximate elevation for the water table. c. In the 5th paragraph it appears that instead o f a period at the end o f the first sentence it should really be a comma. Also, the word "Pending" doesn't seem to fit the thought. Final Drainage Report (Appendix) 1. Please note that Figure 5-1 of the City's Site Drainage Requirements is now obsolete; please use the current T-1-F curves the City developed on 11/14/2016 which now incorporates the NOAA Atlas 14 values. Final Drainage Plans 1. Sheet 1 of 4 - Existing Drainage Map a. The offsite basin designations do not agree with Drainage Report and the Summary of Existing Runoff Table on this sheet - resolve discrepancies. b. Existing Basin EX-C's runoff values do not agree with Drainage Report - Report shows 0.39 CFS for the 5-yr and 0.64 CFS for the 100-yr. Need to resolve differences between Report, Plan and Summary of Existing Runoff Table 2. Sheet 2 of4 - Proposed Drainage Map a. Basin PR-A indicates an acreage of 0.019 whilst the Drainage Report indicates 0.018. b. Basin PR-B indicates acreage of 0.107 whilst the Drainage Report indicates 0.094. c. Basin PR-C indicates acreage of 0.295 whilst the Drainage Report indicates 0.309. d. Coordinate runoff values as shown in the Summary of Proposed Runoff Table with the Drainage Report (see circled values on the redlines). e. Please label the Perc Test Hole numbers. f. The area of the weir and V-notch is cluttered/confusing at this scale; please include an enlarged detail for this area. Also define where the vertical curbing transitions from the standard 6" high to the 8" needed to properly construct the overflow weir. It appears difficult to construct the 4' wide weir in this limited area (need at least 5' o f width to allow for curbing on either side). Maybe the larger detail will serve to clarify this. g. Along the same lines as comment g above, there is a callout for the 4' weir with a reference to "SEE DETAIL SHEET?" Please provide the detail on the Plan and reference the Sheet number in this callout. h. Please show the roof line/exterior of the proposed building only; remove all interior detail from the Drainage Plan. i. The Proposed Drainage Plan needs to match the Grading Plan. j. Please provide the following items on the Proposed Drainage Plan: i. The bearings & distances for the boundary of the subject Japanese Auto_11950 W52nd Ave_Review-1.ltr.doc Public Works Engineering December 26,2016 Page 4 property. ii. Identify the dashed line as being the limits of the underground detention facility, and direct the reader to the detail sheets. iii. Please provide the Percolation Test Hole numbers. i. Show the 100-year detention limits. 3. Sheet 3 of 4 - NDS Design Sheet for Triton System a. Must provide the detail for the 1,000 gallon Sand Oil Interceptor (from Grading Plan) with this Drainage Plan. Also ifneeded, you might include the connector pipes to the header in a detail. b. Need to include dimensions for the 6" connector pipes from the Interceptor to the Header Row. c. Include a Header Row access (refer to Triton Inspection/Direct Top MH Connection detail). d. Include a minimum o f two (2) monitoring wells (the header access MH can serve as one, with a separate well at the westerly end ofthe system). 4. Sheet 4 of 4 - Details a. Please include the latest Triton standard details (in particular, the Triton Inspection/Direct Top MH Connection detail). Access to the header row will be required due to long-term maintenance concerns. Grading Plan 1. For Sheet Cl.1: a. Label W. 52nd Avenue. b. There is a 4' wide concrete pan detail for the 3' concrete pan shown on this Plan. PW recommends using the 4' wide pan rather than the 3' (smoother to drive across and has a bit more capacity). c. Direct the reader to the Detail and sheet where the 4' wide weir with V- notch weir will be found. 2. On Sheet C 1.2: a. Include a detail for the 4' wide weir with V-notch weir. b. It appears the lid for the 1,000 gallon Sand Oil Interceptor should be shown as grated. OTHER REOUIREMENTS: 1. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Japanese Auto _11950 W52nd Ave_Revieu -1.111.i Public Works Engineering December 26,2016 Page 5 Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. 2. Drainage Certification: A Drainage Certification Letter from the Engineer-of-Record stating that all drainage related items and public improvements were constructed in accordance with the civil construction plans and shall function as stated in the approved Final Drainage Report/Plan. The Certification Letter shall be accompanied by As-Built plans in support of the statements made in the Letter prior to issuance o f the first Certificate o f Occupancy for the subdivision as required by the Municipal Code of Laws. 3. Right-of-Way Dedication: To provide adequate room for roadway improvements meeting current standards, a 6.0' wide strip of land along the W. 52nd Avenue frontage will be required. The area o f ROW dedication must be reflected on the Site Plan. A City-standard deed template will be provided and will need to be completed by the Applicant and accompanied by an Exhibit 'A', which is comprised of a Legal Description and associated graphical depiction. Exhibit A shall be created, signed, and sealed by a Professional Land Surveyor licensed in the state of Colorado. 4. Stormwater Detention Easement: A"STORMWATER DETENTION EASEMENT" must be shown over the limits of the 100-year detention area. This easement will be created by separate document to the benefit of the City. Please include the following pertinent Note on the Site Plan: "THE STORMWATER QUALITY DETENTION AREA HEREIN SHOWN AS "STORMWATER DETENTION EASEMENT" SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS." 5. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City o f Wheat Ridge website at: www.ci.wheatridize.co.us Japanese Auto_11950 W52nd Ave_Review-1.ltr.docx STANDLEY HEIGHTS/11950 W. 52nd AVENUE Site Development Plan Properly Affected Lot 14, a portion ofthe SE 1/4 Sec. 17. T.3S, R. 69Wofthe 6th Principal Meridian, City of Wheat Ridge. County of Jefferson, State of Colorado T--r_lise Nurnber THI N 1 DR MW.A [lt' .1.Al [TY ™ 11 gloN AREA HER+ I N SHOWN AS * . A lli k .................1.1 /1 , i ./."//)......AINED BY T] U Map NumberOWNER ANDS! lu:E.....WI·,le, Ill,1, /'.... 4,1·. v.l: ..... 1... ...... 3. ST,th Ill ,·. i•:111... il l'URFoRME,>!n E'.....S.t,1,(,WNEIt. 111,-C[n·OF'ATO I IIID(,1 ·Il U 1 H nl lili RIGH, m,-1 11 •·rc,1 - 4/ A ANDPERF{EM NECESSAR¥ WORI 111! i OST (* *111{ 11/Al[)08 'n 11 111 [4% St ·CCESSOR' AND ASSIGNS AGRN. S TO PA' '.0 Bt'[[1*NO OR Int l (TUR} I !1 1 ---1.CO=n AF .,NSTR[·CTED IN 11/ DETENT,(,N ARI·.A »D N,) (l,ANGES OR . / k i .·· Il I WA#/1.1./.11/ Al,19/,VAI 1.....(('1(31...111. ....A.lt'.NG ill]· HY'.Attl.Ic CHAIM{11·.kINI/'SOF'{F. DETENT],» iM! A W]1] 14 Legal Description of Property i M Clmet *Pt #ha. VICINITY MAP Surveying Certificate 1. MARK P RUSSELL a registered Prnfess,onal Engineer in the State of Colorado. do hereby cert,4 that the Site Plan Map shown hereon ¢s I co'rect delineation of the above described parcel of land 1 further certify that this Site Plan Map and legal description ,-re prepared under my personal supenns,on and in 'ccord with applicable State of Cok>,ado rnquirements on this - day of .2016 Ind. by ™»fecu.:, *RoU'TO BE [)EDI(·AIED ..Ill.-„. BY SE PAR.ATE .....¥,LK Doct./.Nr Sho. I· 52nd A,tr,uc :canc .Inler,400 1 =ic.11,==ree,R{W, SOO·42'33"E 150.70 OMI'fv* / \hEE'/&12!!El ·4 Lrn F.I.I.-1 i if %7*:.: 1 - 0 M.rK.'4·4\\1\. 13 700[09 7 .... 1 f . Prf,NmN I ... WN -- A PART OF LOT 14, STANDLEY HEIGHTS SUBDIVISION. SE 1 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 1AfEST, OF THE 6TH P M. CITY OF WHEAT RIDGE.COUNTY OF JEFFERSON. STATE OF COLORADO. AKA 11950 W 52ND AVENUE, WHEAT RIDGE, COLORADO PROSED USE REPAIR/SERVICEGARAGE EXISTINGZONING. INDUSTRIAL EMPLOYMENT 1 --- Site Data Totalarmi oflhe plel»Ry 19.541 8.F 10096 Building Coverage 7000 S.F. 36% Pa,kIng Lot - As.11 9.1138.F. 4796 Sld,willalurb and Gulter - Conci_.-IlI.?·F·(j®, Lar,diciped Ar•/ Coverge»ulled 2,931 S«Re,•,/ - 1596Landecaped Ar,I Cover,01•4t, 2.711 q:g/' ' 1496 A- Dedic:at,d to the CIty 781 S F. Number of Parking Stal Provided 20 + (1 H/)21 total Numb,rof Parking St- Required 14 + (1 H/C) 15 -l 1 OWNERS CERTIFICATE The below signed 0%'r(s>, or legal, designalld agent(s) thereof, do hereby agiee Ihal the property legally described horeon will be developed in accordance with Ihe restrd,ons and conditions contained intheplan.andasrrayotherseberequiredbylaw ¢(we)fulthe recogn¢ze that the approval o Ihe Site Plan does not create a vested „...; property right Veled properly nghts fray only arise and acclue ..r'.1,1,! 1 puls/ant to the provisions of Section 26-121 of'tile Viheat Ridge Code oflaws Steve and Jane Shelton NAME OFOWNERS WHO WILL SIGN State of'olorado ) ) SS Countyof Jefferson )alf, .ST 52ND'AVENL I.c- fll=·c.· wrt. a,b an, g,0,ct -d r -detk:hed ....11 with 14},1 or 'h/ded 1/1/1/. -d id-fy Ih:m - bel. 91¥ OTHERS' *iN-- -··-mil:•ej--·---ptl 8N 9 PrM.ic . Skmwaler [>cler.on E,-cM- In I. Sil 'In Ni./ 1/1 1/ 1,mil' / 1/ S.MTmuler Dclcneon ItaAern,I .he,A n herein,re ..r- .- .I ll ...1.1 I,=t-, iiI $-d ' meru 3mmle.x,r,i 11 1(* varvolu,™111,) Iderul f¥ Ihi re, -, ......... I.-'ll 1 e Wclt,1 1 1 1 . 4 L_____-1 LEGEND EXISTING R!399EP w./.2'int•• -SS-./.111 .i -SS- 5,'5 1)E ---- - 02 »I> 01,5 4 51,8,0,r,08 00 1.50./.77#2 ------- FEP*. ------ E,GEMENr,k U F../.*Ir The foregoint instrument wal acknowledged before me thls - day of .AD 2016 by tnessmyhandandomcialseal Mycomn/ssionexpires Re.*,1/ rmpo•cd -•. rr,cer=liurbNk,Dto he ,de Uf 1- gullcr P-. .·an,*rame 34 L Nia,ran»fim 2 60.P· Notary Publk;fm•Wa,IDE*.*.,lf - 7 -.- 3,q_.,_C / 190. 1- 1 oo f CITY CERTIFICATION .\h 4proved this _day of .2016 by 1 ur= Cillt of./. Ridge ;..Ii•• c• • c-' I.le City of W,at Ridge SDP*!Lt-I L»f AJM[t*F, py®parer---ns,orip. LLC Address: =205 Rock Cre*grce. Lafayette. CO_80026c#m•,1·-01,•r L.IN./.A Phone#:303·665 9893 NOO-35'01"W 149.51' Appleant _33*niliql#PO Dirn,nsk,ns. LLC 1245 Rock,Creek C#plt Lala/ne CO 8002§_ 303£69893 ATTEST Con·,nunty Development 'rector CITY OF -EAT RIDGE PUBLIC VVIRKS 0"611"WI DATE 12/12/2016 RECEIVED 124/2010 1 1 1Submt. Address Phone 0 Owners Address Phone 0 _3*,vi indiani Sh*thn. LLC _5645 Orion Circll. Gglklen. CO 80403 19294«10# Date Prepared 12/5/2016 Sheet 1 01 3 c-> n r-3 STANDLEY HEIGHTS/11950 W. 52nd Landscape Plan Property Afrected: Lot 14, a portion ofthe SE 1/4 Sec. 17, T 33. R 69Wofthe 6th Principal Meridian, City of Wheat Ridge, County of Jefterson, State of Colorado UBIASCAPEE DATA TABLE SOO'42'33"E 1216'.-d 1M,na.•i,UN, '.I' 5 7 fop,1. 5 GIE = m 1 000 .... e. 5 N•403•• </·5MU/ 1-m15.* .10 • 6, -11.- ' 4·..'21 9* 1 = / 1 UJ05§,-rfrl<JOO.,TOJMO MQ %0,05217al,L/kD N 70009Z 0 W C > 1/)........eVE.2....... F-r ).70' 0 __TALSITEAREA 1.41 - _1?BIPOSED BUILDING:7,000 SF TOTAL BUILDING CCMERAGE:38% COVERAGE 1.ANDSCAPE AREA PROVICIEn 2,711 SF -IC**E***ovelee:14% COVERAGE I 0,2mAcl I /1 'll CEN¥ 11,B, 01-f "1 1 4 \ {qi 9 5™i,eCNEFPE,i»0€'30,24 •4056•2,·f./.51F. fIC./ ./.155 'MN -„_.229(„1 15'9 FjitY,IrO5lpa:,0 ;UNT tO rMAT rop OF €Or % Flik;PleAO.=N $ #IM TIE FN514 (Ele 3·CON111Jlb,All'OMI..-PE•M Li 1 er¥5*5/1,00nCAA ile,0.€ Al' PCOF,•4 ... M,N,5 - -f I FUNmk;/1.E -1-rji-Efi*2Iijibw 6AYpeeUW.mOTML0 >= ....0//•p » Et,MAU'.A./"I./· 6879 11/ 7 • 241/ 140/'10% ' 52ND A 1'27"E 1*MR em... Po(1 Auo, a,laify +14114'f.9€5(NON·16Am'> 95,Zt.68SMon 'W,a l;EM·F!010'MU44ArDN .40' Fralli[ 91;U r 1.klf,5 1.1 W.,4 Unl,Trt,E,##M-* Caw,2-5alnf,1,2,0,0'Al.Dusgrrie6 :3 *C 1/.#MY 'll,M, e '/01% irurrl.•VI. 1.,2,•In -¥,11- WU U,Ua A fer %- CUY,;*U,11 .. C-..11,1*In)'allu.a.r»£6,04,NAT®..... 7•N,nvt ..f•f,0.L FEOF, A lENPCWF,FF»,f,0199,Al Will-,Ul¥ P•TabF Af 01,T TUIF . GIlll *m,to,ar' 4,2,E /,64$,AP:,M·,,31 N,' W,ea,PM • WaU,1116«0 60 m:NID,9,64™ 9,414 0, ia,pwwln¢.1,0,4, el,1 *uroF, 0[c,5 lint n.milld, , VErrIO'J- .Al.[1 fO)1 ..)*I'· e,1,1016/1/ Ef lilliol 3/!e: 1 ALK,Nt/,JE,-t./,£COm,ka,11,111,445,rOMEA,15,0*.-00,2/01* 7 .U 11!El.......fl/Amr.FOOT<*:061!A;£*2/.m•,rmt2m 'IL ...................··......18. m¥!lelt..... .- f./.1/4,11!t er,ES*,11,rate,tr C¥ ¢,1, 4..25/5(]MI'll'LOC,19,45...............ar,D e¥5/raInC,66¥FANTAV,VOUr,· 0,WUOIJ,Nnrr.,r,0, cae,10#65m# *Er48 'REMN,0rt.TN™,1,alnq31,Ine,UNfl, -Trt,:0114,11,1[SRUMA,1/9,•ti FrEVI. *Now*5591,10!OVIP f¥61 10- MV El NWUAfH/,10(1*1.¥11 * E§NM.'U, AWI,14 5¢t,7 F,Wnr . 41 ./........... A $·ea,IM..1/' M™ Al 'll'r*,1/ r f€. DM -18, LM A 'M,W,05 9{ ,e(M ,[1,1 0 ...........44T MAf!Flu .t MT.... 1$0UU!*VICCNkle .... * :7WN,,LICM,6(g,05r FIATO,012, MN,0 40,i 1,OUU,LYD,(*0'Ar,e At -2-=*&1OOOaff AM=Ve#*=2=AS'-u 8,0.M•,AUM D,ENT,rmat OME,lt nu'f™9m79FD4(CNM,trl!(NGWUM 0,gr,!0 KILMI ... In/nO,41./.Omill L...... I ./.AL.1/1........0 © avf,·.,oa.....'*e</.I luols,u 11! r· i ,/ 7· •mfai QLW,Irl'I;LANIE; A'1* WArn & fair.0 et41./.POCKEE· eAUO• <;f*4 <AUD N*OMOIA ' 1 i /3 4/ir, 9-41114r.. *: 1 &,he'll. 1,1 1 ./.4.....a'090.... ,WWUM 5anNN;,reM PrUIC .01/9 r¥....rl! -P.01'*.(»0,9,1U-f..t...Cr55 NOO·35'01"W 149.. \1,275C-,;5!,UM,ef,UW-'awl,11'¥*10,1JI,nOZMOlt€lf 0(0Arf \ , Landscape Plan Pparer·_r@teel Dimen,ions. LLC Address: _1245 Roqk(kilkvkgl.3,/flilill.:m_JAWL Phone#:_®3·665-9893 U...rn Applicant· _Consluebon Olmensions. LLC ___1245 Rock Cie,kg-=Lafay--CQ_0L 303-665-9893 Address Phone I Oalers. Address : Phone 1 Steve and Jane_Shelton, LLC 5645 Orlon Cigle Golden CO 80403 303.946·1685 Date Repared 12/916 Shee".3 STANDLEY HEIGHTS/11950 W. 52nd Exterior Elevations __BERpfrty Ale**_Lot_131._Relglof the SE 1/4 Sec. 17, T.3S, R. 69W of the 6th Principal Mendian. Crty of Meat R,qgi-Counly of Jefferson, State of Colorado 'Mil. r,Al ....... '77=4= I Gnwl// fr. f .al.W.T.1-1 AJW**' - 4SPON< I Aft0 ITT'r,?M•KHOPa .,ni//7.F*JTEP Clrl AILV= 4<,06€40*2 UE 0 --I 6-0*neall. / 1 0'0 0 "MELEVATK. K91,•- -VAMNi A£' '. •010!*Al •:A J.19 0||S......21/5,.t./. W.--9 9a.,56 4£14264 ./.'& .*l.9 i ·0·' 0'.'mwl/nfw OF '90 -2* 29'= I- 0 0 ,lf/, Fa, i.W0 n, G,tv,#-gr*r.ls; al'I 64WUII,e »··2/4 V.:X. CUEA65.•=4 ccm*1•,pia-s =26»/ 6/V/1111 '12,265 r, 'al•.,ga•-1 .00==- 4,IIIL rn--7rrn-JECILIIECIL 0 L Ezzl '00!!%.I... hK™ELEVA*-L129 *.%51aE 'lult6309 Al,4 60X 1. .1,4 7959 r729 ...Awl lex .N;p**c..·.1412 9 'NCI¥ FIEUL.......... 0iFW#¥6M91WemOPR0OF 610/,Al ....£25,4,7 ElfH¥ CCa04 *··0'· aB-06 21- T -1-[- 3-1 lEi K........ r--Ill -. ./.%.....CIi r mier,0.0 q eviue 40/_ pL-LICCE r,Fra,M rf I ca,rf,r 0 IZEIZEIL ELLU J[ 111 11-1.1.1.111-1. rdntF.AfWI IllINHH:-FIUI 1111111111 i 11111111111111111111111] 11 u 111111 111 H 1 - U.LL--IL-L-a„-U Uy I. 0 91.0.Ox.m- FM 'Imme# 232II Y *ma. TTUTTrl[1TTEITEEm -1 = 11 2 1"" 1 H EXTERIOR ELEVATIONS || mepafer _Steel DImensionse LLIAddress. __1205 Rock gre,k CILI L•fav•t•. CO 80026 1' Phone 0 Applkant WN"#re. 10··0 -/ %... LE.... _ggnguction Dinmnaoi.-Llc »Ai i I /5,7=Addres, 1245 Rock Crk13*-Lai*21LRE- I. Z.:: IIFT...."./.*//-Addreu: __Ml&2*Sk*..22*kQQ-*MQk Phone #3039461685 Date Prepaid· 12/5/16 ShNI/3 .m CX == %23 1 *Nla E 8 2Y i L ASPHALT DRIVEWAY t, \\\ r % N 1\1 ; If i r - 4763-03HS 9NI1SIX3 28 / MI i 1\ i \ ''',,'.' %. ... f j 1 1 1 I '* /1 /G ' 0 *3 \L \ \ 32 1 1- '1 1 E.1 595@5· 4.-/301, C 131 -0 29' i £ ER ,\ icia \8 / V j \h. 4 /* Itt I 096gel 7-' 12 0 i iS 3 9 L___ * ENG! Zrt:57=m 4 41 %5 Na! s g e *g E -- --JL___f==-118•= == -UZI-« -1*In_J LE * -3 - -*2 T m *Z 0 25 CONCRETE DRIVEWAY E OZ1 -- 11 - h - 1- 1 ms 1 la-1\ '' - 1-V---3 C3 PEER 01 14*6MPRREVISIONS ........ANDLEY HEIGHTS 2 ORAFTS": 1 il l 950 W 52NID AVENUE 1mop m-DinAPPROVED 86 2 WHEAT RIDGE, CO *0033 MPR =aill 1245 ROCK CREEK CIRCLE UFAYETrE, COLORADO 80026 pavi,fil'A DATE.SCILE· 3 51£JEN 12/5/16 NTS \GIEDING 12.LA,r' r /In../l/.D j C .1 p '021 6 1 1 1 ' 1 j /'.,f h -./-1\ 0 1 i'* € 1 DES¢P..11 .,02 1 I.-,-I.....' I.-»44 ./1/ 1 4 » I ... I I.*1 I ,,/1 4.4 UAS'r (2*.T .I 1."M I 4-...0«>qNUU* ii Weii 1'/GU 1 1Lu•1 ,/44 1/2'Ge - - IfT I ; I 1 .... I ..92 -_ _ I J961 901 *i[ 5-€0 NDU 1 NOTE CONTRACTION JOINTS REQUIRED CDOTSEC | WIRS' | A ATMAXIMUM.SPACING MTNIMUM 5' SPACING 11 1 C(%2 1 6 9 MIEASUREMENT: UNEAR FOOT./ N.{GlA I IP Ya.IT I¥ C. TYPE NA | CG- le r-iL-11.-,11-1-20 - 90 2 % - 1 SECTION A-A 02'0=Cll-LO I. ---1 ---- 4 '2.%> r /0 ;00 ®*+ i ur¢n, ·rm A· P· 0.0 <5>4·1,•,wf/-1 © r..... 0 9-591/« 7 /im· RADIUS n\\ 1 1 A- =LI I DCC 2/1. BUN_MIKE ® -7---74 -1 TOP OF CURa TO el-OPETOWARDS GUTTER (114 R A 11// R =F=m' 1.JOG .9 .KIUI ./. 'Cr WUL Wltl«;t- ..1 * '0'CE ..1 =0=U SUB(39ADECOMPACTEC TO MINIMIMDENSITYPE' SOm-CLASSIFICAT1ON. CDOTSECTION 203.07 PLAN VIEW 4' CROSSPAN -#1 I I - ' .4 I .... 1../.1i, i I I 1 , no i./ 0ro» ./VERTICAL CURB & GUTTER (CG) SECTION SCALE V=14-7 ...... . m22·'41 6=%5.' 1 N,ED&:m,- E 4 -AE .... A ............. C mer¢Rf COMVI . /1 0/El I. FYi'N€S / 8£ Ple, / 01•0S I-I/'0--«J3'... . 0/ IM™CE--'i0 10/ 1/// COLORADOPRECAS, CONCRE,.In, 7*i-17[.1. fl. A„„»U,i, .,„1.,01*44 {01.,4 i- 11 NOT IL 71 1.CONTRACTOR TO WRIFY ALL ,02 I 015 CY DI•DISIONSANOStcICATKONS mje LBS &31 I A-0.0/¥ D.1& 000 GALLON SAND OIL INTERCEPTOR CITY OF WHEAT RIDGE DEPT OF PUBLIC WORKS ENGINEERINGDIVISION C-001 VCG VERTICALCURB AND GUTTER (CG) SECTION 0. +w}2*tllidmi:gm!,CROsie,m =2 4· CROSS PAN CDEPTA/™E,CTO,PUBUCWCJIKS e,GINE'-G OMS. .....-, ...11 / n 0,111STANDLE 10*ens L REVISION SlN MPR map BdIN gl/9/Et 31¥0 9€EJ NUMBER: ULIAILb M. Al/ANCECONSIATING,UUME; 40.*.11¥,OKUnUT¥.I.™}Ni THEUTIN™S5110,m ON T,fm AWWO HAW BtrN PLOPED FROUTHEBEST AVAmUU IN,ORMA'loN " 40/'pr' TNE COM//CTOM'$ RES/"mUTY,O fle[D VERIFY THE loUTION Of AnU....:ORTOTHECOMMINCE......CON....IC. 4 milii ill3 I C....AG !04 IU 1 *r VEw· EX SnNG „C.H:_S 'FORf WEST 52ND AVENUE ../I ./.1/IC 0·1 H? 1 0214/ EXI;TNG ROW - - -+ 11 1,-9-7 /'1€1*22 -ME.2 -f # Should be os-2 to [_,0- 3!* f-ki&6 agree with report. 1, . -Ifr - illi,9--#-_.t48/*El « a %-f '',I 1 , / Eli 1 /81 1' timrst \ 5 | i L------ 5411-----A rt- 32-41 1 -la@iE,9. * 1\ 1 --40- -·elm. f 1 /5 11 la 4 1 6-- /11 1/ 6 L- SCALE:l·•lry EXI.ING <. - ---- -,- .....,- -!r S.=.E/ --- -1=4)1 * ASPHAl' DRIVE '•' _ / ** P t -f LEGEND EXISTING HOUSE --- LU WOOD *'CE Should be OS-1 to ==2-7 agree with report. EXISTING CONCRETE DRIVEWAY U ' I -1-5.--- 1 i 1 12- 1 1 l\ /1 EXISTING HOUSE - 1 EXI SL $ ttrers°-3 / 97 7 -_- '.] / EXISTING SHED SUMMARY OF EXISTING RUNOFF DRAINAGE DESIGN RUNOFF *t --1 gl#.1.INGCORETE .EA polm 8.¥%05 1-YEACS- 1 IL--1!TA-#'-D.UA - 002 i i .er'r"Pol 0 1.1 ..A .0003 -01- Do not match / 11 • Iting L 1 11 0$-1 0=04 o.ooi report 003 005I i 41, b.t'U IIii E//, EXISTING 1 17 STING ' HED 0 + T -f EXISTING BUILDING i | BUILDING 1 1. F 4 7 1 INAGE MAP SNOISN31'1!O-- 1- 4 ..I---1 A / 1 1 - X /' * 1 1i inbUSNOO /14, 0 15 16 CITY OF WHEAT RIDGE PUBUC WORKS DATE 12/12/2016 RECEIVED 12/12/2016 ie P i i 16033 - 12/1/20161st Submittal ASNOTED 4 AUSEAS\PATRICK S DOMAGAU\DOCUMENMWUNCE CONSULING\16033 JAPANESE AUTO WHEAT RIDGE\COLIRC001\DWI\ENG\FINAL DRAWINGSUNSEr,EXISING DRAINAGE AREA MAP.DWG PlOTTED. 11/18/1G 1 0/ 3 Please be advised that the terms surrounding the public implovements across the W 52nd Ave frontage have changed substantiallv since the 12/17/15 Pre-Application meeting for thus proiect The previously mentioned fees in lieu of construction have been changed to include all public improvements. such as the piping of the imgation ditch. 6' vertical curb & gutter. an 8' detached SW (w/6' amenitv zone). additional asphalt pavement. pedestrian lighting. and landscaping A cost estimate for these items shall be provided for review and approval with the next submittal The fees shall be due at time of Building Permit Application Aluu.u colm.,Tw{. ASWMES NO /OllgmLrrY foR U,Urr...*THE Ur,Ing ...*//6AWINGHAVE.......OMTHE,ESTA/1.41„I.ORM./. fI 1/ /O,%.In. ™2 CON' •Acl .rs REgoN51/,IT, 70 fill ....../....L ul,Un...OR TO.1 ...........Al, COM,m....C :.. C:/1/AL '0/ 10 VER,-v ISTING .L- Ill-IS PR OR O CONS,lut 04 ---- _--L___-------- - 4 ilo R 3100CLUS'/EQ-ILENTI 1 0% ANCHMPESTOMM DRAIN -7Lnt'Sm,WAL Ell'$"Il li #i/ E.ING NOW 'WE-0.01 TON:gulr ,(41 R "XE TOO·S.1177'-IF*/i:'-1 .%J<r k I M 1 5 'li \-,7.MAW,Al -5 / 12- j'.· %4890[1· Report sayso.018[-= ' 2=41- %885-.0, ' 1TOW·we# ,CC < " 5,17=0 &6&-/6;69z -1 g A-- i 5CALE: 1/0 11 § 1IReport says 0.094 1 1 U LEGEND 1 .111 1 -=-CON.Er[cue 91) IIir TOE. 5417€ - R- -- 5400 --tI,0- /130• CC»-A+ 1-EXI5TING,czEJJ¤-.-- ---------J-----4-1 1 HOUSE ....,u.w..... --5,100-- 1»11-h•,€a<0m /1...WA.... : The area of the weir and V-notch is U cluttered/confusing at this scale. please15 / - , include an enlarged detail for this area i *giors...0 1===F P 1 --Also define where the vertical curbing transitions from the standard 6" high to the 8" needed to properly construct the\ FG..C overflow weir It appears difficult to r TOO -140'EXISTING |construct the 4' wide weir in thislimited -73 - a g -£•-E---6.-1 CONCRETE 7.-RIO" ;P .1 1 1 .1 1 RETA w«- curbing on either side) Mavbe the larger fes'.90' 3LA:S10 115 111 2 F-ccur, area ( need at least 5' of width to allow for .... DRIVEWAY 1=m C™011t......1 / detail will clarity this ---4 -14313 "- include the detail and the O SUMMARY OF PRoposED RUNOFF--respective Sheet #ORAINAGE DESIGN RUNOFF AREA /crm ._MEM2£--aECFS .-ic- W'U--7™9 34. |Circled i ames do Av¢OWOIL SUS NFl 545,55L.154"01 -- ---t----8 not match repon EXISTING l1 BUILDING EXISTING -1000300 MOW'Ft bU&9(r .UT€ Elis...79BUILDING _ ..m,n 541275 ir -W: ..5,7, TOW. 54&73' -....7' /PERCTE. -/ 1 h -+•ERCTU - -\ 1 4..-/%.. S10#®FUS,In.4 ----'-23/ I 1, /2 IWloc: 548&31' 1 TOW· &.&34' @OW:2.2680.'ll %••il u.:548516' /4.' - - --- _ _ _.....5/5.29 MATO¢ 01$11.6 1 )/ r TOW: 5418{ 7 /11 -OFS-AlE 1 -ROW 10.1. A: 51. ,--TOW: 541*.70'DOWDOC: 5411- 10,1,0 fl 5-8.20'e. 1 1 Pleaseshowtheroof line/extertor ofthe proposed building onlv. remove allEJEEIL r 4 u MATCM.'TING 2 The Proposed Drainage Plan needs to match the Grading Plan ../r Tow. 5.Inn·interior detail from the Drainage Plan 0.%.11' li i 9 4 0 i 1 L ExeTIA f Bull Alliance Co ..7 -C ..C WH 18033 AGE MAP SNOISN31Nla I D.Fn,K] ct·te. i L»'M(FENCE Please provide the following on this Sheet:Fi leader lost in a The hearings & distances for the boundary of the sublect propern i EXISTING SHED 1 contour label b Identify the dashed line as being the limits ofthe underground detention 1 faciltty, and direct the reader to the detail sheets - c Please provide the Percolation Test Hole numbers 12/1/2010 d Show the 100-year detention limits AS NOTED 2 OF C:\USERS\PATRICK S DOMAGALL\DOCUME,rTSwl,AN CONSUINGUMIDPANESE AUTO WIBAT RiDGCO]LWNC001\DWG\ENG\FINAL DRAWINGS\MAN SFrPROPOSED DRAINIGE AREAMAP.DIG aOTTED; Un/2016 1 1 Must provide a detail for (WQ) Interceptor with this Drainage I Plan If needed Include the connector pipes to the header. (ACM0.90 z ER Need to include dimensions for 6" =1=A-.or pipes 121-PART NO.QTY. REClili -] 1-r1=...f 44 rti -19 1 1 19 t-la-31»*-1 1 11 Illk tnt +1 jl- 15 1 4- 1 10«7==t - Iii' 1 11. ill / ./RAI Paramete.P,*it Rew|ts u-: 1 En/".b St....Iu,1, 1"* Chan,Der S-coon: I|40 Heane,Rowpoil-: fill Fl,!Over Embeemaf,13104 |12 Emb,-int 11"0: Please include·O-4 A Header Row ·access (reter to Triton Inspecilon/Direct Top MH Connection Co„trodetail) EX A minimum of two (2) monitortng wells (the header access MH can serve as Accili one. with a separate well at the westerly end ofthe system)numoi i--. -3 uncer liZEJ p....; gizzl OTI/ Cover Ow, Clambels 16001,1 GRATESASCFEWS D HeigN of Chamber 1 7.581n •day th FU: .EmDedmeni Stone Under Chambers· 6 00 in E-7 0 0.-e of Embedment Stone Required. 116 Cu Yd O volume of FI hlatertal RequI«F 60 Cu Yl ™*, Stor,gap-4 <$*Illl#53'0 a [Efl m.(El] Floo" 1 Type of Dit,WIon Ch,m.M.6 - 0).*•lon O.,el....:'ll.lill-'.--- Of•All' Sticked 0 of end Caps -I-d 14 Doul Stnike•?: '19/ / h-dir":h/*im/=11....////////4////Il M i D 4 of heade, Mch/mbels iqul-· 1 d < -4Le**i C.I.-1- 1 5-21 ..o. s... .a ..4,4 ,i L.I.1 SE8»n• A•-n. 8 1 86,8 0 Nele Ane, pl•.9 - Inpul ell,no. mt, mil'll•liM{,Iul:le In u.ile the Fiel D#,of:Im rind;40!0100,1,MS ... 93 ° @¥ "Ine'Emb,-4.-6-048o,cu Y.5 0 liu & A bkr rle of Fill M,le.1,1 420/d 60.99 Cu Yd - ......En.1.10.4/IlilIiI 3.aL Yd .Q m a % NOTICE Th,& c/c/ator IDka boat in when used rl,h ada bro/- tf u,lg All IUMIFM 236 06 Sq Yd Inte,r,I EMP'°"'· P'ms' be sul, 101[An.EIN,sLMIN This c.,culator - hai she,:n isiu,5 le us,d In Chrome *lh Adelock ennbled Il u,ing M of mivs bCl•ome p'eas• *1/iV,Malik --1 4 Ths cak.,tor 1, p,0.*jed lof your ** 14 and M not m•,1,1 for f-A,-Tinh L-,h 5 1quoWN©. .... ....wing pu,poll' Plins' cor'll 'lon b mole Actual Tre,Ch Widlh 21965 Fl •ilomnaion 0/ Ri CAL{Ulll E SMALL DIAMETER ACCESS DETAIL M6 CHAMBER DETAIL M6 CHAMBER END CAP DETAIL TRITON M.5 PROOUCT SPECIFICATIONS =1%4 4.1 - -+11 F i.- F lr ===-19=43/fiTELEd. 22*e.--1 JL *"=h licle@ -- -11 0 c ic i !,2 1 1 1 1 1 95€ j 1 1. '------ 2 I [- = 1 L=-2 21=. "ESEEEPEEE "---'ImiTIER1-1 | P R'riO. | TRITON HEADER ROW. -.0 CHAMBER CROSS SECIION TyPICAL UJNPERPI,8!NPEn•t·-· .*=-" 7 a.affa· 01== ...1 1-1=7- NmiES E,tkimEN-lth#LE 44,amatn#Je#*Jwi,LEmI y Iltul 1 IREr«HEADERROWACCESSIDIRECT-MH CONNECTIO* - 1 -----1 *191 1 .Ll_L 1 1 GRATES & SCREWS: Please include the latest Tnton standard details (in particu\ar. the Triton Inspection/Direct Top &11 1 Connection detail). Access to the header row will be required due to long-term maintenance concerns REc 111 r _-1 J''I Z; r /-lId MI Z Ag,Veng 1 Location: XXXX Wheat Ridge, CO 80033 WARRANTY DEED WITNESSETH THAT XXX and YYY, whose address is XXXX, Wheat Ridge, County of Jefferson, State of Colorado, 80XXX, for the consideration of XXX and XX/100 ($XXX.XX), in hand paid, ac- ceptance, sufficiency, and receipt of which is hereby acknowledged, do hereby grant, bargain, sell, and convey unto the City of Wheat Ridge, a municipal corporation in the State of Colorado, whose address is 7500 West 29th Avenue, Wheat Ridge, County of Jefferson, State of Colorado, 80033, the following real property situate, lying and being in the City of Wheat Ridge, County of Jefferson, State of Colorado, to Wlt: A tract of land lying in the XX 14 of Section XX, Township 3 South, Range 69 West of the 6th Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado, as described at Reception Number XXXXXXXX (or in Book XXXX, Page XXX), in the official records of the County of Jefferson, State of Colorado, more particularly described as: - See Exhibit A (2 pages) hereunto attached and incorporated by this reference - NOTE: All bearings are relative to one another and are based on the (North) line of the NE 14 of said Section 28 as shown on the City of Wheat Ridge Control Diagram which bears X 0 1 1, X, being monumented on the Northeast Corner by a 391" AL cap LS 13212 and the Southeast Corner of said NE 94 Section by a 314" AL cap LS13212, T.JS., R.69W. of the 61ll p.M. Said tract contains XXXX square feet (XX.XXX acres) more or less. Said tract to be used as: Right-of-Way Also known by street and number as: XXXX, Wheat Ridge, Colorado, 80XXX . With all its appurtenances, and warrant the title to the same subject to easements, rights o f way and restrictions of record, if any. Signed this day of ,20XX. XXX, Grantor YYY, Grantor STATE OF COLORADO ) ) SS. COUNTY OF JEFFERSON ) The foregoing instrument was acknowledged before me this _ day of ,20XX, by XXX and ¥Y¥. My commission expires: , . Witness my hand and official seal. SEAL Notary Public XXXX W. XX Avenue XXXX, Colorado, 8XXXX The drafter of this description is (Professional Land Sun·:yor), P. L. S., prepared on behalf of (Develonment Name), (Development Address). (City). Colorado. 80XXX and is not to be construed as representing a monumented land survey. Location: XXXX Wheat Ridge. Colorado 80033 PERMANENT EASEMENT KNOW ALL MEN BY THESE PRESENTS, that AAA and BBB, whose address is XXX, Wheat Ridge, County of Jefferson, State of Colorado, hereinafter called the "Grantor(S)" for and in consideration of the sum of TEN and 00/100 DOLLARS ($10.00) and other valuable consideration to (him, her, them) in hand paid by the City of Wheat Ridge, hereinafter called "Citv", do(es) hereby give and grant to said City PERMANENT EASEMENT on, along, over and across the following described premises to-wit: A tract of land lying in the YY!4 of Section ZZ, Township 3 South, Range 69 West of the 6th Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado, described as: - See Exhibit A (2 pages) hereunto attached and incorporated by this reference - NOTE: All bearings are relative to one another and are based on the (North) line of the NE 14 of said Section 28 as shown on the City of Wheat Ridge Control Diagram which bears X _° _,-,1 X, being monumented on the Northeast Corner by a 314" AL cap LS13212 and the Southeast Corner of said NE 14 Section by a 314" AL cap LS13212, T.JS., R.69W. of the 68 p.M. For the purpose of: The construction and maintenance of a stormwater drainage/detention facility and/or any drainage related-items lying within the bounds of the area described herein. Subject to the following terms and conditions: To the extent permitted by law, and without waiving any immunities, protections, or defenses available at common law or under statute, including, without limitation, the Colorado Governmental Immunities Act, Section 24-10-101, et seq., C.R.S., the City, individually and for itself only, agrees to hold harmless the Grantor(S) from and against any suit, claim, attorney's fees, loss or damage, including personal injury or loss o f life, which may occur as a result of negligent construction or maintenance of said sidewalk by and/or for the City on the property subject to this easement. Said tract contains XXXX square feet (XX.XXXX acres), more or less. Also known by street and number as: XXXX, Wheat Ridge, CO 800XXX. And the Grantor(S) hereby covenant(S) with the City that (he, she, they) (has, have) good title to the aforedescribed premises; and that (he, she, they) (has, have) good and lawful right to grant this easement. IN WITNESS WHEREOF, (I, we) have hereunto set (my, our) hand(S) this day of A.D., 2003. AAA, Grantor BBB, Grantor STATE OF COLORADO ) ) SS. COUNTY OF JEFFERSON ) The foregoing instrument was acknowledged before me this day of ,20XX, by AAA and BBB. My commission expires , . Witness my hand and official seal. SEAL Notary Public (Notary's Address) I . The drafter of this description is (Professional Land Surveyor), P. L.S, prepared on behalf of (Developer), (Developer's Address), Colorado, 80XXX and is not to be construed as representing a monumented land survey. 2 NOTE: Land use applications must be , 6 4 submitted BY APPOINTMENT with a City of planner. Incoinplete applications will not-'-Wheat Ridge be accepted-refer to submittal checklists. LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue . Wheat Ridge, CO 80033 0 Phone (303) 235-2846 (Please print or type all information) Applicant Construction Dimensions, LL Phone 303-665-9893 Email steeldims@aol.com Address, City, State, Zip 1245 Rock Creek Circle, Lafayette, Colorado 80026 Owner Steve and Jane Shelton, LLC Phone 303-946-1685 Email jshelton278@yahoo.com Address, City, State, Zip 5645 Orion Circle, Golden, Colorado 80403 Contact Mark Russell Phone 303-665-9893 Email steeldims@aol.com Address, City. State, Zip 1245 Rock Creek Circle, Lafayette, Colorado 80026 (The person listed as contact will be contacted to answer questions regarding this application. provide additional information when necessary. post public hearing signs. will receive a copy of the staff report prior to Public Hearing. and shall be responsible for fonvarding all verbal and written communication to applicant and owner.) Location of request (address):11950 W. 52nd Avenue, Wheatridge, Colorado Type of action requested (check one or more of the actions listed below which pertain to your request): 2 Change of Zone or Zone Conditions O Planned Development (ODP, SDP) 1 Planned Building Group 1 Temporary Use. Building. Sign O Variance/Waiver (from Section 26- 1 Special Use Permit 7 Conditional Use Permit 1 Site Plan 7 Concept Plan ) O Right of Way Vacation J Subdivision - specify type: 11 Administrative (up to 3 lots) 3 Minor (4 or 5 lots) 1 Major (6 or more lots) O Other: Detailed description of request:(»mmefeiet Building New Construction I certi* thal the information and exhibits herewith submitted are true and correct to the best of my knowledge and thal in filing this application. I am acting with the knowledge and consent of those persons listed above, withoul whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submit power-of-attornev from the owner which approved of this action on his behalf. MELIA A PROKOP Notarized Signature of Applicant 72:6,2/40«-¥ IO 20044000072Nollf¥ P.W.St *CO,ado State of Colorado County of SS My Commllsion Explm Jul 27,2020 The foregoing instrument (Land Use Processing Application) was acknowledged by me this G'*day of .PEC.,20 /4by MAL, /. A,sce. 1 l 1%1(<1 0 /+ Notary Public My commission expires /21-720 20 To be filled out by sta Date received DQueali-r 4 2016 Comp Plan Design. Related Case No. Assessor' s Parcel No..3'-- 1 14- 09-COF Size (acres or sqft) Fee $ YOD. 00 Case No. 93 S P· /6 6 (,Receipt No. ('BA O \ 34%0 Quarter Section Map -5617 Pre-App Mtg. Date 12 il- 15 Case Manager Reakert Cut·rent Zoning ,1-,- G Inb·.st Oi;*l - 6,°1twifurrent UseProposed Zoning Proposed Use Rev 1/22/ 2016 Meredith Reckert Frorn:Dave Brossman Sent:Thursday, April 6, 2017 9:32 AM To:Colorado Steel CC:Meredith Reckert; JSHELTON278@YAHOO.COM; steeldims@aol.com; Steve Art Subject:RE: Japanese Auto PI cash in lieu Attachments:11950 W. 52nd Avenue PI Cost Est-Review-3_APPROVED.pdf Melissa - The City Development Review Team ("Team") consisting of Steve, myself, most of Public Works/Engineering, all of Community Development, and the directors of both these departments, met yesterday and discussed the increase in fees for Japanese Auto. We acknowledge that the longer a project takes the more likely the standards will also change during the course of the project, and that is exactly what has taken place with Japanese Auto. The original fee amount provided at the Pre- Application Meeting ("Pre-App") held on December 15, 2015 were the ONLY fees required of any project at that particular time. Shortly after that Pre-App the fees were modified and divided into two different categories, one set of fees for RESIDENTIAL projects (based upon a standard formula) and a different set of fees for COMMERCIAL projects (based upon an engineer's itemized cost estimate). The fees provided at the Pre-App used the residential formula since the commercial process was still in the process of being fully implemented. However, the Team decided that the amount currently required has changed so substantially from the amount initially provided at the Pre-App, that the City is willing to propose a compromise in this particular instance by splitting the difference of the two fee amounts. The fee amount stated at the Pre-App was $6,807 ("original fee") and the fees that would be ordinarily be collected now and as stated on the redlined Cost Estimate are $37,204 ("current requirement"). The compromise the City is willing to offer is to "split the difference" between these two amounts and add the difference to the original fee. Note the following: $37,204 - $6,807 - $30,397 (the difference between the original fee and the current amount) $30,397 /2= $15,199 (split the difference) $15,199 + $6,807 = $22,005. This is the amount that will be due at Building Permit Application (it's a savings of $15,199 over the current requirement). I have attached the revised, approved cost estimate reflecting this compromise. Have a great day! D. David F. Brossman, PLS Development Review Engineer/City Surveyor Phone & Fax: 303.235.2864 %/ik WCARidge-- PUBLIC WORKS From: Steve Art Sent: Wednesday, April 5, 2017 9:01 AM 1 To: Dave Brossman; Colorado Steel Cc: Meredith Reckert; JSHELTON278@YAHOO.COM; steeldims@aol.com Subject: RE: Japanese Auto PI cash in lieu Melissa, I apologize, but I don't recollect seeing your email. 1 would be happy to meet with you to discuss some options. Steve Art Economic Development Manager & Executive Director of the Urban Renewal Authority Direct: 303-235-2806 Cell: 720-454-9040 :0>.Wit:m:1115!ge-i"- CIFI MALACIR*Oplitl From: Dave Brossman Sent: Wednesday, April 5, 2017 8:25 AM To: Colorado Steel <coloradosteel@hotmail.com> Cc: Meredith Reckert <mreckert@ci.wheatridge.co.us>; JSHELTON278@YAHOO.COM; steeldims@aol.com; Steve Art <sart@ci.wheatridge.co.us> Subject: RE: Japanese Auto PI cash in lieu Melissa - Steve's phone number is 303.235.2806. Please include a signed and sealed hardcopy of the civil set in each of the two Building Permit sets to accompany the application. Include one additional signed & sealed hardcopy for my file, along with a PDF scan of the signed documents that both the Building Division and PW will need. Please note that any Public Improvement fees will be due at the time of Building Permit so I'll need to approve the Cost Estimate in advance of BP issuance. D. David F. Brossman, PLS Development Review Engineer/City Surveyor Phone & Fax: 303.235.2864 *64,City of3*OW WheatRidge---0- PUBLIC WORKS From: Colorado Steel [mailto:coloradosteel@hotmail.coml Sent: Wednesday, April 5, 2017 8: 17 AM To: Dave Brossman Cc: Meredith Reckert; JSHELTON278@YAHOO.COM; steeldims@aol.com; Steve Art Subject: FW: Japanese Auto PI cash in lieu Hi Dave, I sent Steve an email over a week ago and haven't received a response. Is there a phone number or a better way to reach out to him? Please see email below. 2 Also, I plan on submitting to the building department tomorrow and want to confirm you (public works) need (3) sets of the approved civil drawings with the BP application? Thanks. Melissa Prokop Drafting Design STEEL DIMENSIONS, LLC CONSTRUCTION DIMENSIONS 1245 Rock Creek Circle Lafayette, CO 80026 303-665-9893 From: Colorado Steel Sent: Tuesday, March 28, 2017 11:27 AM To: 'san@ci.wheatridge.co.us' <sart@ci.wheatridge.co.us> Cc: 'steeldims@aol.com' <steeldims@aol.com>; JSHELTON278@YAHOO.COM Subject: FW: Japanese Auto PI cash in lieu Good morning Steve, At the suggestion from Dave Brossman, we would like to set up a meeting with you and the owners, Steve and Jane Shelton, of Japanese Auto to discuss the fees associated with the public improvements and what the City of Wheatridge can offer to help defray some of the costs. The original estimate from the City given to the owners was $30,000 less than the current costs received from Dave just a few days ago. Tuesday through Thursday are better days and mid morning to mid afternoon are the best times. However, the owners and myself would appreciate any time you could set aside to meet and discuss this issue. We look forward to meeting with you as quickly as possible. Melissa Prokop Drafting Design STEEL DIMENSIONS, LLC CONSTRUCTION DIMENSIONS 1245 Rock Creek Circle Lafayette, CO 80026 303-665-9893 From: Dave Brossman [mailto:dbrossman@ci.wheatridge.co.usl Sent: Thursday, March 16, 2017 1:25 PM To: Colorado Steel <coloradosteel@hotmail.com>; Meredith Reckert <mreckert@ci.wheatridge.co.us> Cc: JSHELTON278@YAHOO.COM; Steve Nguyen <snguven@ci.wheatridge.co.us>; Steve Art <sart@ci.wheatridge.co.us> Subject: RE: Japanese Auto PI cash in lieu Melissa - 3 I understand the cost on the redlined Estimate is higher than what the owners were hoping for, but unfortunately the improvements shown are not negotiable. Back in 2011 the City Council adopted a Streetscape Manual ("Manual") that identifies certain corridors important to the City, and West 52nd Avenue is one of those corridors. And given the fact that the commuter rail is just about to start running, this area is about to be revitalized in a major way and its imperative the improvements be standardized for the length of the corridor, which the Manual does. The Manual specifies required improvements, such as pedestrian lighting, detached sidewalks, etc. and defines corridor design. The redlined Estimate returned contains the elements that would ordinarily be constructed per the governing Manual. However, since W. 52nd Avenue has been identified as a future project by the City staff recommends against completion of those required improvements with this project. In order to properly construct a much larger portion of W. 52nd Avenue roadway would need to be analyzed to ensure the grades and alignment across the subject property conform to the overall project. Staff feels this would add unreasonable and unnecessary cost to the project. Therefore, in an effort to minimize the expense of the required improvements staff deferred to Section 26-417 of the Municipal Code of Laws. This Section states that "if fees are paid in lieu of construction, the fee shall be based on an engineer's estimate of the cost of the public improvements that would otherwise be built." This is precisely what we've done. The owners may wish to contact the City's Economic Development Manager Steve Art (1 CC'd him on this e-mail). Steve might be able to find some funds to help defray some of the costs, but I'm afraid the hands of staff are tied as we have no authority to waive any of these requirements. Sincerely, David F. Brossman, PLS Development Review Engineer/City Surveyor Phone & Fax: 303.235.2864 *1644 City of7 Wheat Ridge- PUBLIC WORKS From: Colorado Steel [mailto:coloradosteel@hotmail.coml Sent: Thursday, March 16, 2017 11:07 AM To: Meredith Reckert Cc: Dave Brossman; JSHELTON278@YAHOO.COM Subject: RE: Japanese Auto PI cash in lieu Hi Meredith, We need to setup a meeting with Dave Brossman and yourself as well as the owners of Japanese Auto to discuss the cash in lieu amount for this project. IF you could setup a date and time as soon as possible, it would be greatly appreciated. Thanks. Melissa Prokop Drafting Design 4 STEEL DIMENSIONS, LLC CONSTRUCTION DIMENSIONS 1245 Rock Creek Circle Lafayette, CO 80026 303-665-9893 From: Meredith Reckert [mailto:mreckert@ci.wheatridge.co.usl Sent: Thursday, March 16, 2017 10:42 AM To: Colorado Steel <coloradosteel@hotmail.com> Subject: Japanese Auto comments Meredith Reckert, AICP Senior Planner 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2848 FAX: 303-235-2857 www.ci.wheatridge.co.us City of34 Wheat Rids- COMMUNITY DEVELOPM.INT"'< CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 5 Costs shown below in RED are City-contractor prices for 2017. These values are to be used unless actually quotes can be furnished; actual quoted costs will be honored. PUBLIC IMPROVEMENTS - Cash in Lieu ITEM · '' .QUANTITY ,UNIT UNIT COST ·ITEM COST LANDSCAPING TREES 3 EACH $500 $1,500.00 GRADING-ROUGH 108.34 SQUARE YARDS $598 $647.87 GRADING - FINE 108.34 SQUARE YARDS $1.23 $133.26 RECONDITION & PROOF 108.34 SQUARE YARDS $1.97 $213.43 ROLLING SIDEWALK 72.22 SQUARE YARDS 44&02$55.84 -$3,1-06-90 $4,033 CURB AND GUTTER 108 LINEAL FEET -$18=00$27.71 -$17944=00 $2.953 ASPHALT 108.34 SQUARE YARDS -$35-00$117.54 -$3,791-90$12,7 34 LANDSCAPING SOD 86.7 SQUARE YARDS $18.00 $1,560.60 STRECT LICITING 1 EACH $2,500.00 $2,600.00 See below TOTAL 1 SUM $15,397.96 Lighting $574.43 $1,149Pedestrian Light Concrete Base 2 EA Pedestrian Light Standard 2 EA $1,847.94 $3,696 Pedestrian Light Luminaire 2 EA $3,746.27 $7,493 2" Electrical conduit 60 LF $17.52 $1,051 Revised amount per discussions with the Development Review Team on April 5, 2017: Per current requirements, TOTAL = $37,204. Original fee amount per Pre-Application Meeting Dec 2015 = $6.807. The difference between these two amounts = $30,397. Splitting the difference of the two amounts = $30,397 / 2 = $15.199. FINAL AMOUNT = $15,199 + $6,807 = $22.005.CITY OF WHEAT RIDGE PUBLIC WORKS DATE 02/28/2017 RECEIVED 02/28/2017 3rd Submittal 1 . City of37vvheatINdge- COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Approval of a Site Plan WHEREAS, an application for a Site Plan was submitted for the property located at 11950 W. 52nd Avenue to allow an auto repair facility referenced as Case No. WSP-16-06/Japanese Auto; and, WHEREAS, City staff found basis for approval of the Site Plan, relying on criteria listed in Section 26- 111 of the Wheat Ridge Code of Laws and the Architectural and Site Design Manual (ASDM) and on information submitted in the case file; and NOW THEREFORE, be it hereby resolved that a Site Plan to allow construction of an auto repair facility on property zoned Industrial- Employment (I-E) located at 11950 W. 52nd Avenue based on the following findings of fact: 1. A site plan was properly applied for and is in substantial compliance with Section 26-111 of the Wheat Ridge zoning and development code and the Architectural and Site Design Manual. UNDenneth Jdfinstone, Coln*15@vdlopment Director www.ci.wheatridge.co.us City ofTU-WheatRE]ge - COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 2gth Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 March 16, 2017 Mark Russell Construction Dimensions, LLC 5645 Orion Circle, Golden, CO 80026 Dear Mr. Russell: This letter is in regard to an application filed for approval of a site development plan for property zoned Industrial Employment (I-E) on property located at 11950 W. 52nd Avenue. All modifications requested by the Planning Division have been made. If you decide to keep the wall sign on the western building faade, a variance will be required to be processed separately. Public Works has completed their review and the plans may be viewed in my Dropbox from which you should have received an email. If you have not, please let me know and I'll resend. In order to complete the planning approval, please provide a full-sized paper copy with original signatures of the property owners' and surveyor. If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848. Sincerely, Meredith Reckert, AICP Senior Planner STANDLEY HEIGHTS/11950 W. 52nd Avenue Site Development Plan Property Affected: Lot 14, a portion of the SE 1/4 Sec. 17, T.3S, R. 69W of the 6th Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado . 1 10 ..Its.r .. ...Eluid P-v- Inc I 1 -W,3,de, CC 1 0r i 11950 W 52nd Ave. & 2Wheat Ridge. CO 80033 - , 1 kE I / Beno "THE STORMWATER QUALITY DETENTION AREA HEREIN SHOWN AS "STORMWATER DETENTION EASEMENT' SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER AND Case Number WSP 16-06 SUBSEQUENT OWNERS, HEIRS. SUCCESSORS, AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, TEH CITY OF WHEAT RIDGESHALL HAE THE RIGHT TO ENTER SCH AREA AND PERFORM NECESSARY WORK, TEH COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED IN TEH DETENTION AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACGTERISTICS OF THE DETENION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS.Legal Description of Property24/90/M.Mt Otivet & Wah- =7 3 I .Bria A,madio Ant:ue MallCdoba &* "l W 480, L - 4 -L -2 ,W.th'.L-3 ' won·f RdPOSSp 9 .46th' VICINITY MAP Surveying Certificate 1, MARK P RUSSELL,a registered Professional Engineer in the State of Colorado, do hereby certify that the Site Plan Map shown hereon is a correct delineation of the above described parcel of land. I further certify that this Site Plan Map and legal description were prepared under my personal supervision and in accord with applicable State of Colorado requirements on this ___ day of ,2017. land. by OWNERS CERTIFICATE Emn,16 PINEWAY ior now L 5(7 1,A IKelien'LIKE 51.OCATEP '9·GUI Alte2' 20#PEPIC.AllON , ,POM«ournr. 2 1 + · ·· 2' 583' D- ECW TO K WOIC,TEPTOCI,YOFWkEAr Wit 4-4; · * 137 51 Ptan PX/,ENC f 8' rUMU:8 5IPENALK , IOEEN16rN·LEFI*(0111}5 · Fung 6' mmr,11''PE.#1;2'4"CU1%70 -ikil9 '80.1.ep-1 '' EXEM LM *F 1 #,4, 1 W ' MULE IDA' TO I1 IZ P- bEINIA©VEP[zy _ , +On{15 11..'.LU > 1 1.'11 1 .... 0 blv'..1Z liE #410 M.15rril£; 1" 5EWER LK , , Cq AFFO]MATE LihIB& , 0 1 · , · 100 lo L_ 1'9· ROK< 0/mi#73 EMVELGE 7D ilOFOBEP 010,6 7,0309 SOO'42'33"E 150.70' 4,1, ,&--'*.64<2/Le,4,yelk, • • • 12:,tlIN/a Fl.IN + • ," • I„-=bij Il> lu-0 111 -3 01RI 0 - 1·-6" RO0FO314* -----7 . 111 1 1 0.0 9 1 1 Q¢ 1 1 : 1,Nlt:Eaa.1111 * FLO: TiON =I | PEEN», ri: PRANACE 1.I, - .O« 1 1 6 K/Or,NF ,€FWL: 24 6'403" k 1 1 I A PART OF LOT 14, STANDLEY HEIGHTS SUBDIVISION, S.E.1OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST, OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, AKA 11950 W. 52ND AVENUE, WHEAT RIDGE, COLORADO. PROPOSED USE: REPAIFUSERVICE GARAGE EXISTING ZONING: INDUSTRIAL EMPLOYMENT Site Data Total area of the property (Gross)19,541 S.F. Area dedicated to the city 260S.F. Total area of the property (NET)19,281 S.F.100% Building Coverage 7,000 S.F 36% Parking Lot - Aspalt 7,775 S.F.41% Sidewalks/Curb and Gutter - Concrete 1.609 S.F.8% Landscaped Area Coverage - Required 2,892 S.F.15% Landscaped Area Coverage - Shown 2,897 S.F.15% Number of Parking Stalls Provided 20 + (1 H/C) 21 total Number of Parking Stalls Required 14 + (1 H/C) 15 total The below signed owner(s), or legally designated agent(s) thereof, do 0 hereby agree that the property legally described hereon will be l.£.1 developed in accordance with the restrictions and conditions contained B in the plan, and as may otherwise be required by law. I (we) further recognize that the approval of the Site Plan does not create a vested f j %8/Ic; 645 LI·E property right. Vested property rights may only arise and accrue ;87!MATE LOCATION pursuant to the provisions of Section 26-121 of the Wheat Ridge Code of Laws. Steve and Jane Shelton 1Et.OCAE D./4" WATEEMETER 1.109 P Fli-MIH CU1%5!a' State of Colorado ) Ld r. N 00 Z GAS ME'El. I i,'. 11 1 I. , I i· · 11.... LEGEND EXISTING PROPOSED 7NCEre m, - 1 ,WATEF SERVICE LIE -ls ---WS- A '''' 1·0 95 11%-G.-6.- *14,EE iEVICE LIE -SS-SS- 1 Cl,5 FN:7 air·Eft O 5!le 61011-POLE 00 ™ 1 L*FECAPIE AITA , CONOEE REA ) SS L------1 1 County of Jefferson ) 1 , , , ·,· 51-mt,W·.mi?[flENTIVIN/*tra:Ni F12O%217 lIE-Ot fole UNEPTOntiCIUOF 1, 1V+EAT 13[) 2 m' 5.P,19,11. POCUMENIT gThe foregoint instrument was acknowledged before me this- day EAEEMENr LIbEof , A.D. 2017 by . puumarfor %14•uwa 159N9#PROVE CUTNIHC„255Pm '·-·.. 1 , ·· · · · · · · ·I" Cl,33*ENUm]2 ·· O.H. taORWitness my hand and official seal. My commission expires: 50516 1}t'O fl 0 1% 6 ti .rip 1ELECTBON. LIE ·23 1 1 \ 1. 1 . -1 11 1 1 \FLUCUraIllal'FDIUS 5COKE0 (aot¢ r %4 9%li 2:5¥2WEPPED.5%*Notary Public -1 -W•UWAY In[8(1.10 Q IIXID(NOWATERLI·E --.-/.3, i 29'41 [WFIE Qf.'21?,4!im * 1 U·alrint E ECTIINNOWATEE.. 1 9£. 1 Elt¥a A. N.r 1.NE TO (UPEAcae!517261; Pm 1 1 .45PHAI.r i , . . . . . . , .Preparer Steel Dimensions, LLC 6*01 '%151% FFE OCCE55 .0/ED€m 11,Ng=05.€12 + · . 4 . · . , Addresm·1245 Rock Creek Circle, Lafavette, CO 80026*E,rEWAX AMELY :' , , , , , , Phoie#·303-665-9893 .1. 24 0 SDP CITY CERTIFICATION NOO°35'01"W 149.51' Approved this day of ,2017 by the City of What Ridge,all INJ/ic:55 ...0-211 0*1'E ATTEST 8651)!GUIMWAY 9% FLAN Community Development Director fCPLE I"*10$" race 0 Applicant Construction Dimensions, LLC A,-Irlrpqq 1245 Rock Creek Circle. Lafavette. CO 80026 Pho-e #:303-665-9893 Owners: Steve and Jane Shelton, LLC Address:5645 Orion Circle, Golden. CO 80403 Phone#·303-946-1685 Date Prepared: 12/5/2016 rev. 2/1/17 Sheetl of 3 STANDLEY HEIGHTS/11950 W. 52nd Avenue Landscape Plan Property Affected: Lot 14, a portion of the SE 1/4 Sec. 17, T.3S, R. 69W of the 6th Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado LANDSCAPE DATA TABLE Al - 8 -·A-2 feha .A-3 4I '.., 20"C ·I8*5SOO'42'33"E 150.70' SYMU 0809rrI0N .4*EV. Cry |A NUMNFLNEMUFLE 36'-410'sp·eal EW ACER X FFEEMAN:401-50' 44& EPI,Al 1* 3 ·52:4 p. 9% 11 A-2 Le}11 FLU TOTAL SITE AREA:19,281 SF PROPOSED BUILDING:7,000 SF TOTAL BUILDING COVERAGE:36% COVERAGE t. LANDSCAPE AREA PROVIDED:2,577 + 320 = 2897 SF [4,9LANDSCAPE COVERAGE:15% COVERAGE |v 48/5 LANDSCAPE REQUIRED:2.892 (15%) IMPERVIOUSNESS ( 16,704 SFy 87% COVERAGE 42 9,-il·.i>g..<, f.io C 2 POT. I O 1·,4 0% EE FEe 1«0 51; FEQUIEP %0. D 1 CiA. 5ClIFF,N.0 -UER C IO' 5!Eit;) - 2 r,%1W5m,22 CAWEWI,}1 -- ,ImiaC 1-Ef. 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(D 5'BA 4$ NOO°35'01"W Landscape Plan Preparnr Steel Dimensions, LLC Address:1245 Rock Creek Circle, Lafayette, CO 80026 Phone #·303-665-9893 LN105(/AFE PLAN gul"-10'2 Applicant· Construction Dimensions, LLC Adrimfs·1245 Rock Creek Circle, Lafayette, CO 80026 Phone #+303-665-9893 C0m Ya,El,1 INTENT: IVE LiNECAPE Glift*I FIDP'03€[7 IEFLECI5 &9>1MUM 50:EENING FFOM AKILIC IEW 5 & mt? A.50 89/1?ES.•Flia]ATE SHAPE. PINACY ANIP V,lhr CONDEL VhtE W,!NrAINING AMPLE 561.Al: %(855. f i LANE,Fll€; 51·14.1 [15 NETALLE[3 AW COMPLETEP PME€ 011€ 155UANCE Cf (EkilliCATE a OCLPANCY. 2 Owners:Steve and Jane Shelton, LLC Addr-· 5645 Orion Circle. Golden. CO 80403 Phone #303-946-1685 9 Date Prepared: 12/5/16 rev. 2/1/17 Sheet 2 of 3 STANDLEY HEIGHTS/11950 W. 52nd Avenue Exterior Elevations Property Affected: Lot 14, a portion of the SE 1/4 Sec. 17, T.3S, R. 69W of the 6th Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado MANANG € AM TIWEZOOPL Mil;N.SCATPL (EAM TRAFEZOIL'JAI. 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MdirAEL - 0€IU;81 0% 5F f,4% Rt·,4 Kilfie-9 4% 1 1.€41· - KnJAL 30, 9 18% 1' -0" OVEID·t;*155 FEIdNETEI a; MOF IELEELilLIZEILE i rl f-i . 0 '11 4-6 WALL M,V Pke 14*50.012 5/Nt,5fa,E nK EXTERIOR ELEVATIONS Preparer Steel Dimens ons LLC- Address: 1245 Rock Creek Circle. Lafavette. CO 80026 Phone #: 303-665 9893-14, ·LF 91:111111111 1111111 MIl[ 1 Address: 21.2_Eg«3ClIggk2*latamtiLQ-Q_EQ2&__Applicant: Construdion Dimensions. LLC Phone #:303-665-9893 -ez Comit#te,7 Ver,1. FREL,0'12' Ovt:IDE,O -002 6-0 5{EEL VOL,4115 owners: --Steveand Jane-mhR!12£11!=G>070*·allATEPNEUL X>70 NfUI.MEP · IPCOEWI#IWWOWI'fere AEr.4.wli ··.5070#*UAIEP MErN. tOCECOWN99UrS (31 1YA 1122!ZONLI,1 ANP 61M5 6,4.7411Mil.F,•CraN¥,41!EE rW. PANEP 5"FEFIPWMO\'Ma.5 WN.O,/%1010'¥#trE F.ACTO?i' ¥·4*TEGAN#UNt Address: 5645 Orion Circle. Golden. CO 80403 29• - 10'011 0!MUY --651 Phone #: 303 946 1685- 5allH ELEVATION 5CNED/10'-1'-0 Date Prepared: 12/5/16 rev. 2/1/17 Sheet 3 of 3