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Home My WebLink About2007-Building (shed) G OSHKOSH ON THE WATER Job Address 2400 S WASHBURN ST CITY OF OSHKOSH No 126950 BUILDING PERMIT - APPLICATION AND RECORD Owner C S I WI L TD PRTSP Create Date 09/24/2007 Designer Contractor OWNER Category 151 - New Utility Buildings-Sheds (Residential) Plan Type . Building o Sign o Canopy o Fence o Raze Zoning Class of Const: Size Unfinished/Basement Sq.Ft. Sq.Ft. Sq.Ft. Rooms Height Ft. o Projection I Canopies Finished/Living Bedrooms Stories Garage Baths Signs Foundation . Poured Concrete o Floating Slab o Pier o Other o Concrete Block o Post o Treated Wood Occupancy Permit Not Required Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use/Nature !COMM/ 8'x8' shed to screen the diesel air compressor. of Work HV AC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $1,000.00 Plan Approval Issued By: ,;"-'iL.'---> $0.00 Permit Fee Paid $25.00 Park Dedication $0.00 Date 09/26/2007 Final/O.P. 00/00/0000 o Permit Voided I Parcelld # 1325500000 In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Address Agent/Owner Oshkosh WI 54901 - 0000 Telephone Number To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (Le. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. SITE PLAN KEYNOTES LANDSCAPE/ GREEN AREA. SEE SHEET L1. Off-STREET PARKING STALLS STRIPING - 4" WIDE STALl UNE5, USE HIGH \1S1BIUTY \IA'lITE PAINT. SPACES PRD\1DED (20) SER\1CE POINTS (29) 10'-0"x 20'-0" GENERAL PARKING (2) 9'-0"x 20'-0" ACCESSIBLE PARKING WITH (1) 9'-0"x 20'-0" LOADING ZONE A.D.A. ACCESSIBLE PARKING SPACE WITH LOADING ZONE. PRO\1DE APPROPRlA TE STRIPING ANO PA\flolENT MARKINGS. COLOR: BWE 4" WIDE, HIGH \1S1BIUTY, PA\flolENT STRIPING, LANE MARKINGS AND TEXT. COI..OR: HC hlARKINGS- BWE, All OTHERS- YELLOW. B1TUhlINOUS PA\1NG. SEE DETAIL 10/SP2. 6" DEPTH (hlIN.) CONCRETE SLAB-ON-GRADE WITH 13 REBAR. CONCRETE SEALER: KT-290. 86-12 CONCRETE CURB AND GUTTER PER DETAIL 9/SP2. 6" INTEGRAL CONCRETE CURB/ WALK STORhl STRUCTURE. SEE SI.lEET SP3 AND SP4 FOR FURTHER STORhl SEWER INFORMATION. A. CATCH BASIN/ MANHQE, FRMtE AND VENTED COVER PER DETAIL 9/SP2. 1 B. TRENCH DRAIN PER DETAIL 12/SP2.1 C. CATCH BASIN hlANHQE, OJRB INLET PER DETAIL 11/SP2.1 D. STORM BASIN OUTLET STRUCTURE PER DETAIL 8/SP2.1 E. APRON W/ RIP RAP SPILLWAY SlhllLAR TO DETAILS 7/SP2.1 AND 10/SP2.1. PRO\1DE TRASH 10 GUARDS AT All FLAlRED END SECTIONS. F. CATCH BASIN MANHOlE VtlTH BEEHIVE YARD GRATE Slhl TO 9/SP2.1 CONCRETE RLlED PIPE BOLLARD A. 30" HT., 6" Of A., 60" LONG PIPE PER DETAIL 11/SP2 B. 72" HT., 6" DIA., 120" LONG PIPE PER DETAIL 12 8/SP2 11 ElECTRICAL TRANSFORMER. REFER TO MECHANICAL PlANS FOR SPEClRCA TIONS 13 CONDENSER/ REFRIGERATION UNITS. REFER TO MECHANICAL PLANS FOR LAYOUT AND SPEClRCA TIONS. DISPENSER ISlLAND CANOPY. VERIFY SIZE, PlACEMENT, COI..UMN AND FOOTING SIZE VlITH 14 ~"::Ih ~~S~C:RAL PlANS. CANOPY A. PASSENGER VEHIa..E ISLAND CANOPY 15 B. COMMERCIAL DIESEL ISLAND CANOPY 6'-0"x 3'-6" CONCRETE ISlLANDS VtlTH 6" 16 EXPOSURE. FUEL DISPENSERS PER OI'lNER. U-PIPE BOLLARD. SEE ARCHITECTURAL DETAILS. UNDERGROUND FUEL STORAGE TANKS PER OWNER. 17 PRO\1DE PIPING AND VENTING PER mINER'S SPEClFlCA TIONS. 18 (2) AUTO VAOJUM PER KWlK TRIP. 19 EXTERNAL TRASH ENCLOSURE w/ GATES. PRO\1DE MASONRY WAll w/ FOOTING TO MATCH ARCHITECTURlE. 20 KWlK TRIP 2-PQE PYLON SIGN PER OWNER. (VERIFY LOCATION WITH SIGN PERMIT) CAR WASH KEY PAD/ CONTROI..lER. MOUNT PER 21 MANUFACTURER'S SPEClRCATIONS. PROVIDE TRASH CONTAINER. 22 NEW CONCRETE APPROACH PER CITY DETAIL 3/SP2. 6" CONCRETE PAD VtlTH SNOW MELT PER 23 MECHANICAL PLANS 'FREE AIR' COt.IPRESSOR. PROVIDE SlGNAGE PER 24 OWNER. 8" DEPTH MIN. CONCRETE SLAB-ON-GRADE VtlTH 13 RlEBAR. CONCRETE SEALER- TK-290. 25 CONCRETE OJRB ISLAND 26 SITE AREA UGHT PER UGHTING PLAN. PROVIDE CONC. FOOTING PER DETAIL 12/SP2 27 4"-6" PVC IRRIGATION CONDUIT UNDER PAVEMENT. VERIFY SIZE AND LOCATION WITH IRRIGATION PLAN AND IRRIGATION CONTRACTOR PRIOR TO INSTALLATION 28 8" DEPTH CONCRETE RUMPLE STRIP 29 4" DEPTH CONCRETE SIDEWALK - --- .......... ............ UTlL1TY PRO\llDERS ............ '-... WATER AND WASTE WATER- OSHKOSH CITY WATER ELECTRIC! GAS - WISCONSIN PUBUC SERVICE COMPANY TELEPHONE - AT&T COMMUNICATIONS OF WI 800''-222-0400 '-... '-... ........... '-... '-... ........... ""6 7JtIIp '-... '-... '-... ........... '-... ........... ............ '-... '-... '-... '-... '-... ............ ............ ICAL PAVEMENT, OJRB AND GUTTE~ REPAIR PER CITY STANDARDS. SEE STANDARD Vtl DOT CURB, GUTTER AND PAVEMENT REPAIR DETAILS I/Sfl2 AND 2/SP2. ........ --............. LA Yl1IT NOlES: 1. SITE PLAN PREPARED FROM SURVEY PRE NATIONAL SURVEY &: ENGINEERING 920-731-3499 2/7/2006 I I I I I I ~ .-.-.-.-J . --0- 9 C 9 E 2. CURBS ARE DIMENSIONED TO FACE OF CURB. 3. BUILDING SET TO THE SOUTHWEST PROPERTY CORNER, RATED 13.5 DEGREES, P ARELLEL/ PERPENDICULAIR TO THE SOUTHERN OST PROPERTY UNE, AS SHOWN ON THIS PLAN. ISLAND COMPLEXES TH CANOPY ARE LOCATED FROt.I THE SOUTHWEST STORE BUILDING CORNER, AND AUGNED PERPENDICULAlR/ PARALlEL TO THE FRONT FACE OF THE BUIDUNG AS SHOWN ON THIS PLAN, UNLESS INDICATED DIFFERENTLY. 4. UNLESS SHOYttl OTHERVlISE ON THIS DRAWING, CONTRACTOR SHALl PRO\1DE CONTROl.. JOINTS, CONSTRUCTION JOINTS, AND EXPANSION JOINTS IN SLAB ON GRADE, SlDEWAUKS AND DRIVES. CXMRa.. JClNT YAlOWU lIlSTANCE: WAUKS- 8' O.C., All OTHERS- 10' O.C. SAW CUT CONTROL JOINTS hllNIMUM ONE-QUARTER CONCRETE THICKNESS. EXPANSI~ JClNT YAXUJY lIlSTANCE: WAUKS- 24' O.C., All OTHERS- 40' O.C. DOWEL All EXPANSION JOINTS- MAXlhlUhl 24" O.C. 5. ~mETE IN ISlAND cntPlEX AREAS SHAll. BE SYOOlH ~ISHED. 6. ~lRA~ SHAll. OOTAII R1GHT-<F-WAY PERYIT FCR All. \\QlK W1lHN CTY OF OSH<OSH OWNED RIGHT-OF-WAY AND EASalEHlS GRANTED TO lHE CTY OF OSH<OSH. (WASIBlRN S1REET AND EASalEHTS.) 7, ~~ SHAll. OOTAIN RlGHT-<F-WAY PERYIT FCR All. \\QlK W1lHN STATE OWNED RIGHT-OF-WAY. (STATE HIGHWAY 41 AND STATE HIGHWAY 44) o , , ''\1:.-- I _o__o..i._o_4- ~==~ ~ SITE DATA: ~) M-3 (AIR-I. AlR-2) 184,368 SF (4.23 ACRES) Z~ING DISTRICT: TOTAl. SITE /Va; EX. HARDCOVER: PR<POSED GREEN /Va; PR<POSED HARD COVER: PAVED AREA: BUILDING AREA: C-STORE = CAR WASH = 42,809 SF 23ll: 88,189 SF 48ll: 96,179 SF 52ll: 87,051 SF 47ll: 9128 SF 5ll: 6323SF 2805 SF NORTH SCALE: 1" - 30' i 15 0 :\0 6<l DlGGIRSWHOTLINI D.S.H. "41" ________8_____-- BUILlIlNG SElBACKS FRONT YARD REAR YARD SIDE YARD 30' 50' BLDG/ 30' PARK 20' Toll Free (800) 242-8511' Hearing Impaired TDD (800) 542-2289 www.DiggersHotline.com PARKING R1EQUlREMENlS PARKING REQUIRED PARKING PROVIDED 1/200 FA 15 STALLS 32 STALlS ""6 .,. KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LACROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 INSITES SllE PLANNING LANDSCAPE 3025 HM'lEltnO:O-lUllliI noN 0 r I h. Plymoulh Mlnno.ola 763.383.8400 f.. 113.313.8440 I I o I I J: (f) <( ~ 0:::: W<( ~ n:::U ~;; ~ >- t):-t (f)<( z:i~ m o:::~z w I ::J .0 Uw m(f)O Z......J J: @ (f) Wm ~ ~ Z::) ~~ - wO .:-t~ >0 (f) .0 Z O~~ UO~~~~ ::> N "-...../0 Z <( ......J CL W r- (f) SWALE REIJISlON DRAWN BY SCALE PROJ. NO. DATE SHEET INSITES GRAPHIC 2006 11 04/11 /06 SP1