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HomeMy WebLinkAbout3248 Youngfield StreetCITY OF WHEAT RIDGE / Building Inspection Division (303) 234-5933 Inspection line ; (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: v 3 i ai i y. j. J~JJJ i 14ji f I. NO one available for insOection`I ~a AM/PM ❑ Re-Inspection required: Yes When corrections have been Date: Inspector: at 303-234-5933 NOTICE .,~4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office " (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 6~.l AIP&I. Job Address/Permit Number: Myg 166,,a l'olo %7-• Cd 0 /19 7F psF/l .s'//JF OT ,~{1it99 t`2~,IJNr; ❑ No one available for inspection: Time V/U AM/PM Re-Inspection required: ) s. No When corrections have been made, call for re-inspection at 303-234-5933 Date: 413411©T Inspector:, & DO NOT REMOVE THIS NOTICE City of Wheat Ridge / Commercial Miscellan PERMIT - 081078 PERMIT NO: 081078 ISSUED: 09/16/2008 JOB ADDRESS: 3248YOUNGFIELD ST EXPIRES: 03/15/2009 DESCRIPTION: Add ADA Ramp and parking area CONTACTS owner 303/300-5300 U.S. Retail Partners gc 303/466-2816 Da1e Romero 08-0204 Mayan Construction Services PARCEL INFO ZONE CODE: PCD USE: C-1 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 22,000.00 FEES Pexmit.Fee 454.10 Plan Review Fee 295 . 17 Total Valuation .00 Use Tax 396.00 TOTAL 1,145.27 CondiCions: Note: Owner/Contractor is responsible for locating proeprty lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. I hereby certify that the setback distances proposed by this permi*_ applicat!on are accurate, and do not viola[e applicable ordinances, rulea or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurementa shown, and allegations made are accurate; that I have read and agxee to abide by a11 conditions printed on [his application and that I assume full responsibility for compliance with thc wheat sidge 6ui:ding Code (I.S.C) and all other applica e Wheat Ridge Or ncea, for work under this permit Pla s subject to field inspection. f Signature of contractor/o er ' daze~ 1. Thie permit wae issued in accordance with the provisions set forth in yol.r applicatioa and is subject to the laws cf the State of Colorado and to the Zoning Regulations and Buildiiag Codes of Wheait Ridge, Co'_orado or any other applicable ordinances of the City. 2.Thia permit aha11 expire 180 daya £rom the issue date. Requests for ar: extenslon must be received Frior to expiration date. An extension may be granted at the discretion oE the Buil.ding Officia'_. 3. If Chie permit expiree, a new permit may be acquired for a fee of oiae half the amount aormally required, provided no changes have been or will be made in the original plans and soecifications an3 any suspension or abandonment has not exceeded one (1) year. If chanqes liave been or if suspevsion o- abandonment exceeds one U? year, full fees shall be paid for a new permit. 4. No work of any manner ahall be done that will change the natural flow oC water caus:ng a drainage problem. 5. ContraCtor shall notify the Building Inspector twenty -four i24` hours ic advance fox all inspections and sha11 receive written apprwal on inspection card before proceeding with successive phases of Che job. 6. The ieauance of a permit or the approval of drawings and speciEications shall eo: be conserued to be apermic for, nor an appzoval of, any violatio of the provisions of the building codes or any other ordiraance, law, rule or regulation. All plan review is eubjq` t ~field inspections. Signatute of Chief aate INSPSCTION REQdAST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSZNESS DAY. oFW"E+r,~ City of Wheat Ridge Building Division °7500 W. 29th Ave., Wheat Ridge, CO 80033 " m Office: 303-235-2855 ` Fax: 303-235-2857 Inspection Line: 303-234-5933 c~[ORP~O Sub Contractors: Electrical City License Company: Property Address: Property Owner (please print): Phone: 303 - 300 S3 00 Mailing Address: (if different than property address) Address 1673 S~ ~ ~le-6 S1 Su'Ye City, State, Zip: oza2- Building Permit Application Plumbing City License Company Use of space (description): R~A~ ~ Description of work: y4,,J1 Rc,~,ss ~-~i•++~ . C? RweF ~avkl Fr'ric. Sq. Ft./L.Ft added: ?0 LF Squares BTU's Gallons Amps Date: Plan Permit OgI Q 7~~ Mechanical City License Company: OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violale applicable ordinances, rules or regulahons of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions prinfed on ihis application and that I assume full responsibilAy for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work underthispertnit.Planssubjecttofieldirt4 ection. CIRLCE ONE:: (OWNER)`_ (CONTRACTO~F ) or PERSONAL REPRES~NTATIVE of (0191NER) (CONTRATOR) J~ 1 c. y~ Date: ~ SIGNATURE: C LL(~ PRMTNAME: DAt" ZONINGCOMMENTS ap Zoning: pC j /Nc- Reviewec 4-- PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY BUILDING DEPARTMEN~TS- / J~v~L 14) ~ kES~ ~j- / , Reviewer. ( Bld Valuation: FIRE DEPARTMENTC ❑ appfOVed wl COmmEntS ❑ di58ppfOVed ❑ no reVlew f0quif0d g - OCCUPANCY:I f1- I Contractor: //IayAP ~`hs~ • °'"r APPROVED D Subject to Field Inspections ,pections a Whea R' ge Building Dept. ing Dept. Date GAS METER Signed: Plan checker Plan checker • BUILDING CONC. WALL x RlP-RAP A WAIL CONC. WALK CONC. WALK CONC. WALL TIMBER WALL ,9 98 -~1 9 ~9 p ~ 9~ 9 6 9 9 6 c s g6 5 s~ ~ 0 I't rai .s5 Split rail ~o 93.95 94.05 N , > 5 30' S' QP 5 30 P x9 ~ S UTILITY 93• POLE ADA Rail N TIMBER WALL ADA Rail 9 • a9.2 N gg ~ ~ 9 1 1 = 1 ~9A 1 ~ cOJ9 00. ! - - ~ s7 CO 9A 1 ~ i CO~L09 ,y~g B r 96 i ~ S 0'S9 D 8 O TELE. GT 'r ROCK AREA ~ , ~ PEDESTAL A S ~ cn w 95 1 ~ w v, ~ 93 1 Q ~ 0.1 x x o ~ g3 o~ .9 0~ x9 w w F BUII,DI>1G Olv 1 Q ~ u' 0 x >tiC 0 0 9 I 4 0 m 63.04' ' ~ 29.7 ~ 2.1T ~ 9 2 t. 9j y d' mom, ~ r O, f L M ~ d 0 ' ~ 07 Q 98 1 ® ~ Rip-Rap -g~ Slit rail T o ~ 9 New SW p ADA Cmpliant U ILITY L fence rail 4 i POLE x ~ ~ 9 Rip-Rap Ex~ fit. Saw cut ~9 ~ - T el Cable New rom exist osphait ~ '1 ~ G 90 _ to wall line (~Q QQ RF Y ~ ~ ~ 0 SECTION A-A 8 Exist Asphalt f ~ C®: • ~N,~• ~c~° ~ a°, ~ ompacted ; F J sub-grade F r4t ~ s' ; i ; p e C s ~ 3 Add wall t0 eXiSt Exist PL Exist wal New Conc ~ ' c+ r~°' ~ ,ti'o,,l $ ~ ~ ~ 5 wall to to remaii ramp wall _ 4 ~ a o #4 dowels an rebar(~12 02 remain p Split rail ADA rail SECTION B B oc A°° /p~ ~G U ~ OR u ~ Scale: 1 8 =1 y Drill in and Wheat Ri a E3uildi ~ GUY WIRES 87 ~~T epoxy dowels ~ D,pa~tment c ~ _I c ~ .8 a ~ipprovedi Cut out ~j andremove ~1 o exist paving DA~Ff 86 ~ SECTION C-C ASPHA T Vali it of pe ' :The issuance of a permit or approval of tans i • L p ,specfirah g a an mputafions shall not be a permit far, or an approval of, an viol ' PARKING any of the provisions of the buildin coder Y a(~on ~ _ Permits ~ g o of any Ciky ordinances, presuming fo give aulhc.,~~, ,,nla?n n. -angel she provisions of f ~ 9~ RATE building codes or other or ~~~.,n ~ ~ ui fhc „ii, shall no(be valid, T c9 8j ~ 'A ~ J J 10.1' ~ 9 1 U O ~ ~ APPLEWOOD CENTER 88.8T OLD CHICAGO RAMP ag.2 32nd & YOUNGFIELD ~ ~ ~ WHEATFIELD, COLORADO ~ ~ ~8 JEFF ERSON COUNTY x ~ •p SURVEY BY: D. Bening, PLS 10/27/08 Drawn By: AP Date:10 29 08 J t t ; i - 4 - 4 ~ t' Prepared by Michael P. Sheridan, P.E. E Retaining Wa11 Design oQ • ° • Upper ADA Ramp Wall s~ Old Chica o ADA Ram Wheatrid g p, ge, Colorada P Prepared for R ~ R Engineers-Surve ars Inc. y a The design of this retaining wall is predicated on the following soils assumptions i,' Soil density = t20 pcf Angle of internal friction = 30 degrees t3 in thick concrete ramp Equivalent wall back slope is horizontal ~ I - ~ ( ~ Ramp live load = 100 psf ~ ~ These walls must be constructed in accordance with the manufacturer's EXISTING WALK I ~ \ EXISTING DOWNSPOUT fnstructions. I \ NEW HAN DRAT L (TYP) Additionally, the black units wiN have # 4 rebar grouted in the cells. ~ ~ NEW RR WALL ___,~i The walls will extend above rade as re wired to facili#ate handrail installatio 9 4 n (by EXISTING BUILDING ~ ~ / \ NEW WA others}. i \ LL (TYP) 1 ~ \ \ II I~ NEW RAMP (TYP) atockvendo,-x on I \ v v j cyst. a Retalnirg Wail systems ~ v v !i ~ EXISTING WALL alo~kType.compac ~ao.ao ~ + ~ / A~rafiGeogrid r ~ ( A 1 (I II r`.~ RELO~ TE ~ ~ i! \ \ ~ - IRRI ATI \ ~ . G ON OX ~ v ; - i BEG N NEW WALK LANDIN \ CONTRA ' I 99. r CTOR TO HARD PIPE ~ ~4 ~ ROOF DRAIN TO S" OUTFACE - ~ v f~9~. ~ , SYEM ° ~ RAMP SY ~ ~ " ` , CORE DRILL FOR SECTION a yq 4 ~ ~ ~ ~ uTFALL. GROUT SECTION A-A ' ' ' ~ PE G WITH NON ' ~ h r 5 E X AN E MORTAR , . e.g0 r A 1W ..,7, LANDING ~9°•~~~ 9 ~ s ~ ~ r ; _ 1 n Q , A ~ ~ 9"• % ! ROLLED CONCRETE Ar n Tr ~ , Layer 3 ~ n A ~ EXISTING WALL - - _ _ suod~g~.',_. _ ' a l 8~' ~ ~ ' ~ o - ~9ti'0~ 3~ ~9° '<.o,~ ~ ~ t.0/~ NEW GRADE ' tr+ ,,y~oso ~n ~ . ~ I ~ . a ~ ~,a~ i ~ ~ ~ ~ ~ 5.33' . _L a ~ ~ i CONTRACTOR i r f - u o , ~ ~aa ~ . ~ , EXISTING GRADE t ; . TO HARD PIPE a ~ ;R ~ a ~ a~ ~ , • s a cc i~.~ ~ ROOF DRAIN o L, ~ ~,.:i a a H C PARKING SECTION t.ayor2 i C r a ~ - _ TO 8" OUTFACE ~F ~ - , 9j 9, 1'a X1.0 SECTION B-B ~ o _x` r~~ ~ ~ ~ i a ~ j k ~ i~ ` J ,'Coulrnyib 6. Z a . a ~ c J. ~ 56.0 deg. o ' ~ , LANDING a ~o c9 ~ ~ ~ J a b i,;q~•.a Q~qr ~ ~ 1~.L ~i ~.t ~~i ~ - r a a n~ „ k ~ A - ' f ' ~ ~ ~ a ~ zax ~ ~ ~ ~ fC i~ END NEW WALK a I I ~ . ~ ~ ~ - - - - ~ m ~ , 6 8 3 Aj I'' y1 ~~K.. I t r. 0 ~B 9 a0 d I ` ~ D~L~ I = o s~. ~ o ~ q ~ MATCH EXISTING GRADE (TYP) ~ r ROLLE[~ CONCRETE l ~ I jl, - - - _ osa ~ i LANDING ~ ~ _ .r i 3.IXM' 4. ~ I ALL ELEVATIONS ARE BASED t~~" ~ i i ON A FINISHED FLOOR - - - - - _ ~ 1~t 1~ ELEVATION OF 100.00 l r ~I ~ ~ r r ~t ...-~---..w.,a_~ Pre ared b Mi TIE INTO EXISTING WALL ~ ~ A ~ 3 -38 p y chael P. Sheridan, P.E. ~t j ,r l~l'Ct ~L~~~(~ ~'~ttv (A4`,it~", p E 0 Retaining Wall Design ~ ~1 ~ ~ l.~ Lower and Intermediate ~ ~ ~C~ ADA Ramp Walls ~ Old Chica o ADA itam Wheatri • c - r`~ 9 p, dge, Colorado lpsr~t ~ 7~° lta! ~ ~ i 1 ~c~~~r~f~~~ ' Qrab Bar a r ~j; Prepared for R & REngineers-Surveyors, inc. The design of this retaining wall is predicated on the following soils assumptions, ~ '~Fl Soil density =120 pcf f Angle of internal friction = 30 degrees p 8 in thick concrete ramp 2T ~p Equivalent wall back slope 3 horizontal: 1 vertical Dj n ; , ti , ~ ~ ~ dV~~ - Ramp live load =100 psf , ~ y p , ~ ~ ~ ~ These walls must be con b l p} ~ ~ ~ " stnlded m accordance with the manufacturer's y mil, w W instructions. r' i:.- , , ` G Additionally, the block units wtll have ~ 4 rebar row t t. ~ " g ted m the cells. L.t; 14~ (t,~ ~ ~ - " " NEW The walls will extend above rade as r aired to faci i 1 tlt, ~j _ R R 9 eq I tate handrail installation (by ~ ~ ~ 'ryi W -7 - EXISTING DOWNSPOUT ~ ~v~~~'`:' , ~ " othe~~. `r' " ~ , TIE WALL ~ ; '4v~, f'v ,~P W W 81ockVendor.KeysloneRelainstgWallSystems z, ' ~ . - , 8bck Type: Compac " " Geogrid Vendor Mirafi Geogdd ` ~ " " Go rid T e' Mira ri CONTRA T ~ gd3>~ C OR TO HARD PIPE 7 ~ . ~ 4 " ROOF DR ` " " AIN TO 8 OUTFACE .G n " " " " 4 c 3:f 18.3 ~v ~ ~ ~ ~ ~ !~l;ii ~ ~ t~ a I ~ r, 12.0(1"' NEW KEYSTONE WALL ~ • ~ ~~I ~ ~ ~ • v ~ ~ - i, i ~ ~~j! OR EQUIVALENT ~ ~ t-~ Q ? ~ + ,~~~p~ RE: ARCH TYP - " t-~~ " ~ n r'` " La 4 n ,~~r "~,X1~ " O v " y V "V " i " I n Q r'r v " C v . ~ ~ " A ~ , ' r t G r Y " ~ 9 .A ~ ~ r" ~ • W P .y °!,r • . ~ _ ~ " • y ~ t.ayer3 Rankine , r~ v . , ~,1 ~ y W " ~ :aa . 'N\ t - ♦ W W o " n \ ' r • + " " ~ ~ . n -r'~ W W W W " f° • W y ~ w " ^r: " 5.33' / " n a " a / " m " W"" W W W r~ r m L " y L i i " y W ~ " " ~ " " • 17 I Layer 2 y " " y W m Y " W " y ( I I / " " W w ~ , ~ Caulamt} W " " W `j • " W ~ ~ 49.4 deg. w Y " y y "y"". ~ " " y~ " "y / " " " ~Y " " y y YV" J' N n u~ a. EkTSTWG ALL La NEW CONCRETE % TO REMAI ORE DRILL FOR ~ STRUCTURAL ENGINEE MICHAEL P. SHERIDAN, a~¢..'~"- - - / \ ~ OP oUNGQWIT G NON os" ~ (303) 838-4707 AL ENGINFFR ~ XPANSIVE ORTAR '°°"F-i--- 6.00, EXISTING LL TO