SITE PLAN - TURNING MOVEMENTS CONVENIENCE STORE 187. Know what's

Transcription

1

2

3 IGHT TUN IN ONLY LANE P.O. BOX 20 2 OAK STEET LA COSSE, WI PH. (08) FAX (08) BIKE PAKING 500 VOGES OAD MADISON, WISCONSIN KTS0 MONUMENT SIGN PICNIC SEATING AEA VACUUM STATION SITE PLAN - TUNING MOVEMENTS CONVENIENCE STOE 8

4 SITE DATA: ZONING DISTICT: TOTAL SITE AEA: PO. IMPEVIOUS: PO. PEVIOUS: PAKING EQUIEMENTS PAKING EQUIED PAKING POVIDED BUILDING HEIGHTS CONVENIENCE STOE CA WASH CANOPY BUILDING SETBACKS /W EA SIDE YAD PAKING FUELING PUMPS POPOSED GEEN AEA: POPOSED HAD COVE: PAVED AEA: BUILDING AEA: CANOPY AEA: - 30 EXCLUSIVE STALLS 20 SHAED STALLS 23.5'??? 4'??? 20.0'??? P.O. BOX 20 2 OAK STEET LA COSSE, WI PH. (08) FAX (08) VOGES OAD MADISON, WISCONSIN KTS0 PICNIC AEA SIGNAGE UTILITY COMPANY INFOMATION GAS/ ELECTIC- PHONE- AT&T COMMUNICATIONS- SANITAY, WATE - CONSTUCTION NOTE: LAYOUT NOTES:. PLAN PEPAED FOM AN ALTA/ASCM SUVEY BY:. PHONE: DATED NOVEMBE, 204 EXISTING POPETY LINE, TYPICAL SITE PLAN LAYOUT CONVENIENCE STOE 8 2. CUBS AE DIMENSIONED TO FACE OF CUB. 3. UNLESS SHOWN OTHEWISE ON THIS DAWING, CONTACTO SHALL POVIDE CONTOL JOINTS, CONSTUCTION JOINTS, AND EXPANSION JOINTS IN SLAB ON GADE, SIDEWALKS AND DIVES. CONTOL JOINT MAXIMUM DISTANCE: WALKS- 8' O.C., ALL OTHES- 0' O.C. SAW CUT CONTOL JOINTS MINIMUM ONE-QUATE CONCETE THICKNESS. EXPANSION JOINT MAXIMUM DISTANCE: WALKS- 24' O.C., ALL OTHES- 40' O.C. DOWEL ALL EXPANSION JOINTS- MAXIMUM 24" O.C. 3. CONCETE IN ISLAND COMPLEX SHALL BE SMOOTH FINISHED. 4. EXTEIO CONCETE SUFACES TO BE SEALED. CONCETE SEALE: AP 5- OCT 3 USE: TK-2UV NOV - DEC 3 USE: TK EXPANSION JOINTS SHALL BE DECK-O-FOAMED AND CAULKED WITH SL

5 SITE PLAN KEYNOTES. LANDSCAPE AEA. SEE SHEET L. 2. OFF-STEET PAKING STALLS STIPING - 4" WIDE STALL LINES, USE HIGH VISIBILITY WHITE PAINT. SPACES POVIDED (25) 9'-0"x 20'-0" (MIN.) GENEAL PAKING (4) 9'-0"x 20'-0" ACCESSIBLE PAKING WITH () 4'-0"x 8'-0" LOADING ZONE (20) 3. A.D.A. ACCESSIBLE PAKING SPACE WITH LOADING ZONE. POVIDE APPOPIATE STIPING AND PAVEMENT MAKINGS. 4. 4" WIDE, HIGH VISIBILITY, PAVEMENT STIPING, LANE MAKINGS AND TEXT. COLO: HC MAKINGS- BLUE, ALL OTHES- YELLOW. 5. " DEPTH (MIN.) CONCETE SLAB-ON-GADE WITH #3 EBA. CONCETE SEALE: TK-2UV. 8" DEPTH (MIN.) CONCETE SLAB-ON-GADE WITH #3 EBA. CONCETE SEALE: TK-2UV 3. CONCETE CUB AND GUTTE PE DETAILS. 8. CONCETE CUB WALL PE DETAILS. 4 TYP " INTEGAL CONCETE CUB/ WALK. SEE DETAILS. CONCETE SEALE: TK-2UV 0. STOM STUCTUE. SEE SHEETS SP2-SP4 FO FUTHE STOM SEWE INFOMATION. A. CATCH BASIN CUB INLET PE DETAILS B. OIL SKIMME PE DETAIL ON SHEET SP3 C. TENCH DAIN PE DETAIL " HT., " DIA. CONCETE FILLED PIPE BOLLAD PE DETAILS. 2. STALL BIKE ACK WITH 5' CLEAANCE ALL AOUND. 5 TYP '-0"x 20'-0" DISPENSE ISLAND CANOPY. VEIFY SIZE, PLACEMENT, COLUMN AND FOOTING SIZE WITH CANOPY AND STUCTUAL PLANS. CANOPY GAPHICS PE OWNE '-"x '-0" CONCETE ISLANDS W/ " EXPOSUE WITH FUEL DISPENSES. DISPENSE PE OWNE. 5. U-PIPE BOLLAD. 3" HT ABOVE GADE. SLEEVE WITH D-8, 4" BLUE PLASTIC WATEMAIN PIPE.. UNDEGOUND FUEL STOAGE TANKS PE OWNE. POVIDE PIPING AND VENTING PE OWNE'S SPECIFICATIONS.. EXTENAL TASH ENCLOSUE TO MATCH BUILDING. SEE ACHITECTUAL DETAILS. 8. KWIK TIP TADEMAK SIGN (VEIFY LOCATION WITH SIGN PEMIT) 9. 'FEE AI' COMPESSO. POVIDE SIGNAGE PE OWNE. P.O. BOX 20 2 OAK STEET LA COSSE, WI PH. (08) FAX (08) HC PVC BOLLAD SLEEVE PE OWNE. VAN ACCESS SIGNAGE AT 48" HT. STALL PAKING AT 0" HT TYP. TYP PICNIC TABLE PE OWNE. POVIDE 2 HC. ACCESS TABLE SPACE. POVIDE TASH CONTAINE PE OWNE. 22. EXISTING CONCETE WALK TO EMAIN. EPAI/ EPLACE AS NEEDED PE CITY. 500 VOGES OAD MADISON, WISCONSIN KTS SITE PLAN KEYNOTE CONVENIENCE STOE 8 0 TYP.

6 NOTE GADING CONTACTO: ANY POPETY IONS THAT AE DISTUBED IN THE GADING POCESS SHALL BE ESET BY A LICENSED LAND SUVEYO AT NO ADDITIONAL COST TO THE OWNE. PLAN NOTES: - EFE TO OTHE POJECT PLANS AND INFOMATION ELATED TO THIS POJECT PIO TO BEGINNING ANY GADING WOK. - PLAN PEPAED FOM AN ALTA/ASCM SUVEY BY: PHONE: DATED NOVEMBE, 204 -CONSTUCTION FENCING TO BE INSTALLED AOUND ENTIE CONSTUCTION SITE. COODINATE WITH OWNE FO FENCING AND GATE LOCATIONS AND APPOPIATE SIGNAGE INSTALLATION. -CONTACTO SHALL OBTAIN AN EXCAVATION IN THE IGHT-OF-WAY PEMIT FOM THE CITY ENGINEE PIO TO PEFOMING ANY WOK WITHIN THE IGHT-OF-WAY. - CONTACTO SHALL LOCATE ALL UTILITIES WHICH MAY AFFECT THIS WOK AND NOTIFY OWNE OF ANY CONFLICTS. - CONTACTO SHALL VEIFY ALL EXISTING AND POPOSED ELEVATIONS PIO TO STAT OF CONSTUCTION. VEIFY CITICAL ELEVATIONS TO ENSUE CONFOMANCE WITH GADING PLAN, PATICULALY WITH WALK AND/ O PAVEMENTS TO EMAIN. MEET EXISTING GADES ALONG STEETS, POPETY LINES AND DIVEWAY ENTANCES. ESTOE ALL EXISTING PAVEMENTS THAT EMAIN TO THEI OIGINAL, IF NOT BETTE CONDITION. NOTIFY OWNE OF ANY CONFLICTS. - AEAS NOT PAVED AND TO BE LANDSCAPED SHALL ECEIVE MINIMUM OF 4" DEPTH COMPACTED TOPSOIL. - CONTACTO SHALL COODINATE GADING AND INSTALLATION OF DIVES IN.O.W. WITH APPOPIATE GOVENMENT AGENCIES. OBTAIN APPOPIATE PEMITS FO GADING AND DAINAGE IN ALL.O.W. - EFE TO OWNE'S SPECIFICATIONS FO CUB, APPOACH, BITUMINOUS, AND CONCETE POFILES, AS WELL AS ADDITIONAL SITE STANDADS ELATED TO THIS POJECT. ELEVATION NOTES: POPOSED FINISHED FLOO ELEV. STOE = FEET & CA WASH = FEET P.O. BOX 20 2 OAK STEET LA COSSE, WI PH. (08) FAX (08) BENCHMAK (AS SUVEYED) TOP NUT ON SE CONE OF AMEICAN PAKWAY AND BUTTONWOOD AVENUE ELEVATION = FEET 500 VOGES OAD MADISON, WISCONSIN KTS0 GADING PLAN CONVENIENCE STOE 8

7 PLAN KEYNOTES. ACCESSIBLE STALLS A. STIPING - 4" WIDE STALL LINES, USE HIGH VISIBILITY BLUE PAINT. SPACES POVIDED: (2) 9'-0"x 20'-0" ACCESSIBLE PAKING WITH () 8'-0"x 20'-0" LOADING ZONE (MIN.) B. ACCESSIBLE FUELING POINT AND DISPENSE AND VALET. VALET AND KEY PAD ON PUMP SHALL CONFOM TO ADA EACH DIMENSIONS AS SHOWN IN DETAIL. 2. PAVEMENTS FLUSH FO ACCESSIBILITY INTO BUILDING. 3. PICNIC TABLE W/ ACCESSIBLE PLACEMENT 4. ACCESSIBLE OUTE TO STOE 5. ACCESSIBLE OUTE TO VACUUM AND AI. NOTES FO CONVENIENCE STOE ACCESSIBLITY AT LEAST MPD(MULTI PODUCT DISPENSE) COVEING ALL GADES OF FUEL MUST BE ACCESSIBLE IN A 30X48" CLEA LEVEL FLOO AEA(CLF). ALL PUMP CONTOLS SHALL BE < 48"(200 STANDAD). WINDOW WASHE, PAPE TOWEL DISPENSE, LITEATUE, FIE EXTINGUISHE, EMEGENCY FUEL STOPS, ETC. BE ACCESSIBLE 30"X48" CLF SPACE AND WITHIN A FOWAD O SIDE APPOACH EACH ANGE. POVIDE ISA(INDUSTY STANDAD ACHITECTUE) AT EACH ACCESSIBLE FUEL POSITION ON FACE OF PUMP. POVIDE ISA AT EACH ACCESSIBLE FUELING POSITION VISIBLE TO APPOACHING VEHICLES. POVIDE A SIGN AT EACH ACCESSIBLE FUELING POSITION WITH STOE TELEPHONE NUMBE, ADVISING AVAILABLE FUELING ASSISTANCE. ANY PAY FUNCTION- i.e. AI/VACUUM etc. AE EQUIED TO HAVE AN ACCESSIBLE OUTE TO STOE ENTANCE. CONTOLS SHALL BE ACCESSIBLE 30"X48" CLF SPACE AND WITHIN A FOWAD O SIDE APPOACH EACH ANGE. P.O. BOX 20 2 OAK STEET LA COSSE, WI PH. (08) FAX (08) PAVEMENTS FLUSH IN ALL DIECTIONS 2% MAX SLOPE INCLUDING PAKING SPACES APPOVED ADA SINAGE BOLLAD 2% MAX. COSS SLOPE STOE FONT FLUSH PAVEMENT FLUSH 2% MAXIMUM SLOPE 500 VOGES OAD MADISON, WISCONSIN KTS0 8'-0" MIN. 8'-0" MIN. 8'-0" MIN. NOTES: -EFE TO THE DOCUMENT FOM THE DEPATMENT OF JUSTICE ON "200 ADA STANDADS FO ACCESSIBLE DESIGN". CONTACTO SHALL EFEENCE CUENT A.D.A. GUIDLINES AND LOCAL EGULATIONS FO SITE ACCESSIBILITY. IN ALL CASES THE MINIMUM EQUIEMENTS SHALL BE POVIDED ON SITE TO ENSUE COMPLIANCE TO ALL EGULATIONS. - KWIK TIP STANDAD ENTANCE DOO IS AUTOMATIC SLIDING DOO SYSTEM DESIGNED TO COMPLY WITH ALL ACCESSS CODES AND LAWS. ENTANCE DOOS FO ACCESSIBLE OUTES WILL HAVE A MINIMUM CLEA OPENING OF 32" -STOE FONTS WILL POVIDE FLUSH PAVEMENTS ALONG ACCESSIBLE OUTES WITH POTECTIVE SECUITY BOLLADS INDICATED AND SPACED BETWEEN PAKING SUFACES AND BUILDING WALK PE PLAN. -NO OBJECTS O DISPLAYS SHOULD POTUDE INTO THE MINIMUM CLEA SPACE OF THE ACCESSIBLE OUTES TO THE STOE ENTANCE. THIS WILL INCLUDE SEASONAL DISPLAY VENDING AEAS AS WELL AS OTHE OUTDOO STOAGE UNITS FO POPANE AND ICE, ETC. -PE A.D.A GUIDELINES- CLEA WIDTH OF ACCESSIBLE OUTES SHALL BE 3" AND PEMITTED TO BE EDUCED TO 32" FO A LENGTH OF 24". - ACCESS ISLES SEVING WHEEL CHAI LIFTS O CHAI ACCESS FOM VEHICLES AE EQUIED TO BE NEALY LEVEL IN ALL DIECTIONS TO POVIDE SAFE TANSFE OF WHEELCHAIS TO AND FOM VEHICLES. THE EXCEPTION WOULD BE FO DAINAGE. MAXIMUM SLOPE FO THE ACCESS ISLE IS :48. NO CUB AMPS SHALL BE A PAT OF THE ACCESS ISLE. '-" 5'-0" BOTTOM OF SIGN 8" DIA. ADA ACCESSIBLE SIGNAGE- ADHESIVE STICKE, BLUE LETTES WITH WHITE EFLECTIVE BACKGOUND, ADHEE TO HDPE BOLLAD COVE ADD STOE PHONE # TO BOLLAD (MUST BE VISABLE) STEEL BOLLAD BLUE HDPE BOLLAD COVE FINISH GADE O PAVEMENT CONCETE FOOTING SP2.3 4'-0" NOT TO SCALE 5" PLAN VIEW VAN ACCESSIBLE PAKING 2" MAX. 2'-" 2'-" 2'-Ø" 2'-Ø" 3'-Ø" ACCESSIBLE PLAN CONVENIENCE STOE 8 -IDENTIFICATION SIGNS SHALL INCLUDE THE INTENATIONAL SYMBOL OF ACCESSIBILITY WITH THE DISIGNATION OF "VAN ACCESSIBLE' IN EVEY 8 ACCESSIBLE SPACES ON SITE. '-0" DIA HIGH AND LOW - SIDE EACH LIMITS MAXIMUM SIDE EACH OVE OBSTUCTION 2 SP2.3 ADA BOLLAD SIGNAGE NOT TO SCALE 3 SP2.3 ACCESSIBLE EACH DIMENSIONS NOT TO SCALE

8 S T O M D A I N A G E :. UNLESS OTHEWISE INDICATED, USE EINFOCED, PECAST, CONCETE MAINTENANCE HOLES AND CATCHBASINS CONFOMING TO ASTM C48, FUNISHED WITH WATE STOP UBBE GASKETS AND PECAST BASES. JOINTS FO ALL PECAST MAINTENANCE HOLE SECTIONS SHALL HAVE CONFINED, UBBE "O"-ING GASKETS IN ACCODANCE WITH ASTM C923. THE INSIDE BAEL DIAMETE SHALL NOT BE LESS THAN 48 INCHES. 2. ALL JOINTS AND CONNECTIONS TO CATCHBASINS O MANHOLES SHALL BE WATETIGHT. USE ESILIENT UBBE SEALS, WATESTOP GASKETS, O APPOVED EQUAL. CEMENT MOTA JOINTS AE NOT ALLOWED. 3. INSTALL CATCHBASIN CASTINGS WITH SPECIFIED TOP ELEVATION AT THE FONT IM. 4. PVC PIPE: USE SOLID-COE, SD-35, ASTM D3034 POLYVINYL CHLOIDE (PVC) PIPE FO DESIGNATED PVC STOM SEWE SEVICES 4 TO 5-INCHES IN DIAMETE. USE SOLID-COE, SD-35, ASTM F9 POLYVINYL CHLOIDE (PVC) PIPE FO DESIGNATED PVC STOM SEWE SEVICES 8 TO 2-INCHES IN DIAMETE. JOINTS FO ALL STOM SEWE SHALL HAVE PUSH-ON JOINTS WITH ELASTOMEIC GASKETS. USE OF SOLVENT CEMENT JOINTS IS ALLOWED FO BUILDING SEVICES. SOLVENT CEMENT JOINTS IN PVC PIPE MUST INCLUDE USE OF A PIME WHICH IS OF CONTASTING COLO TO THE PIPE AND CEMENT. PIPE WITH SOLVENT CEMENT JOINTS SHALL BE JOINED WITH PVC CEMENT CONFOMING TO ASTM D254. LAY ALL PVC PIPE ON A CONTINUOUS GANULA BED. INSTALLATION MUST COMPLY WITH ASTM D TESTING: TEST ALL POTIONS OF STOM SEWE THAT AE WITHIN 0 FEET OF BUILDINGS, WITHIN 0 FEET OF BUIED WATE, LINES, WITHIN 50 FEET OF WATE WELLS, O THAT PASS THOUGH SOIL O WATE IDENTIFIED AS BEING CONTAMINATED. TEST ALL FLEXIBLE STOM SEWE LINES FO DEFLECTION AFTE THE SEWE LINE HAS BEEN INSTALLED AND BACKFILL HAS BEEN IN PLACE FO AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE TEST FAILS, MAKE NECESSAY EPAIS AND ETEST.. INSTALL DETECTABLE UNDEGOUND MAKING TAPE DIECTLY ABOVE ALL PVC, POLYETHYLENE, AND OTHE NONCONDUCTIVE UNDEGOUND UTILITIES AT A DEPTH OF 45 MM (8 INCHES) BELOW FINISHED GADE, UNLESS OTHEWISE INDICATED. BING THE TAPE TO THE SUFACE AT VAIOUS LOCATIONS IN ODE TO POVIDE CONNECTION POINTS FO LOCATING UNDEGOUND UTILITIES. INSTALL BLUE HINO TIVIEW FLEX TEST STATIONS, O APPOVED EQUAL, WITH BLACK CAPS AT EACH SUFACE LOCATION.. TACE WIE: LOCATING EQUIEMENTS - A MEANS TO LOCATE BUIED UNDEGOUND EXTEIO NON METALLIC SEWES/MAINS MUST BE POVIDED WITH TACE WIE O OTHE METHODS IN ODE TO BE LOCATED IN ACCOD WITH THE POVISIONS OF THESE CODE SECTIONS AS PE 82.05(2) OF THE STATUTES. 8. THE MINIMUM DEPTH OF COVE FO BUILDING AND CANOPY OOF DAIN LEADES WITHOUT INSULATION IS 5 FEET. INSULATE OOF DAIN LEADES AT LOCATIONS WHEE THE DEPTH OF COVE IS LESS THAN 5 FEET. POVIDE A MINIMUM INSULATION THICKNESS OF 2 INCHES. THE INSULATION MUST BE AT LEAST 4 FEET WIDE AND CENTEED ON THE PIPE. INSTALL THE INSULATION BOADS INCHES ABOVE THE TOPS OF THE PIPES ON MECHANICALLY COMPACTED AND LEVELED PIPE BEDDING MATEIAL. USE HIGH DENSITY, CLOSED CELL, IGID BOAD MATEIAL EQUIVALENT TO DOW STYOFOAM HI-40 PLASTIC FOAM INSULATION. 9. CLEANOUTS: INSTALL CLEANOUTS ON ALL OOF DAINS IN ACCODANCE WITH S.P.S (3)(C)(.). THE DISTANCE BETWEEN CLEANOUTS IN HOIZONTAL PIPING SHALL NOT EXCEED 00 FEET FO PIPES 0-INCHES AND UNDE IN SIZE. CLEANOUTS SHALL BE OF THE SAME NOMINAL SIZE AS THE PIPES THEY SEVE. INSTALL A METE BOX FAME AND SOLID LID (NEENAH -94-A, O APPOVED EQUAL) OVE ALL CLEANOUTS. 0. INSTALL ALL PIPE WITH THE ASTM IDENTIFICATION NUMBES ON THE TOP FO INSPECTION. COMMENCE PIPE LAYING AT THE LOWEST POINT IN THE POPOSED SEWE LINE. LAY THE PIPE WITH THE BELL END O ECEIVING GOOVE END OF THE PIPE POINTING UPGADE. WHEN CONNECTING TO AN EXISTING PIPE, UNCOVE THE EXISTING PIPE IN ODE TO ALLOW ANY ADJUSTMENTS IN THE POPOSED LINE AND GADE BEFOE LAYING ANY PIPE. DO NOT LAY PIPES IN WATE O WHEN THE TENCH CONDITIONS AE UNSUITABLE FO SUCH WOK. PO 2X3 STOM INLET NEENAH 30- CASTING BOC ELEV: '± 2" HDPE S INV: ' DEPTH:5.0'± PO 2X3 STOM INLET NEENAH 30- CASTING BOC ELEV: '± 2" HDPE S INV: 92.' DEPTH:5.23'± 5' PO STOM MANHOLE -550 NEENAH CASTING SOLID LID IM ELEV: 933.5'± 2" HDPE NE INV: 92.2' 2" HDPE NW INV: 92.2' 2" HDPE SE INV: 92.' SUMP INV:923.' DEPTH:0.59'± SEE DETAIL THIS SHEET ELEV:928.4' 50' ELEV:92.9' 50' ELEV:92.4' 54' PO 4" STOM SEWE 9' ELEV:92.' 2' PO 4" STOM SEWE 9' ELEV:928.' PO 4" STOM SEWE 2' END PT INV:928.8' EACH SIDE OF TEE PO 4" STOM SEWE 9' ELEV:928.' PO 4" STOM SEWE 2' END PT INV:928.28' EACH SIDE OF TEE PO 4" STOM SEWE 2' END PT INV:92.8' TENCH DAIN ('X9') IM: INV: ' 0.5% ELEV:93.42' CONNECT TO PVC OOF DAIN ELEV:93.34' 2' TENCH DAIN ('X9') IM: INV: ELEV:93.04' 54' PO 24" CUB CUT WITH IPAP, TYPICAL WITH ENDWALL INV ' P.O. BOX 20 2 OAK STEET LA COSSE, WI PH. (08) FAX (08) SP3 OIL SKIMME STOM MANHOLE NOT TO SCALE WITH ENDWALL INV. 92.2' 39' 0.5% ELEV:93.00' CONNECT TO PVC OOF DAIN 94' 4.8% 35' 0.5% PO 2X3 STOM INLET NEENAH 30- CASTING WITH ENDWALL INV ' BOC ELEV: 93.'± 2" HDPE N INV: 92.5' 2" HDPE SW INV: 92.5' DEPTH:4.5'± PO 24" CUB CUT WITH IPAP, SEE DETAIL PO STOM MANHOLE B 3" DIA CP ON END W/ TASH GATE IM ELEV: 92.5' 5" HDPE W INV: ' 3' CONCETE SUMP ELEV: 92.20' DEPTH:5.0'± 500 VOGES OAD MADISON, WISCONSIN KTS0 PO 2X3 STOM INLET NEENAH 30- CASTING BOC ELEV: 93.59'± 2" HDPE E INV: 92.9' DEPTH:4.2'± 32' 0.5% 4' 0.5% PO 5" STOM SEWE 53' 0.5% EXTEND EX 5" CP STOM SEWE 2.5% 2 SP3 BIO WEST OUTLET STUCTUE "A" NOT TO SCALE PO 2X3 STOM INLET NEENAH 30- CASTING BOC ELEV: 93.'± 2" HDPE W INV: 92.3' 2" HDPE E INV: 92.3' DEPTH:4.93'± WITH ENDWALL INV ' PO STOM MANHOLE A 3" DIA CP ON END W/ TASH GATE IM ELEV: 928.0'± 5" HDPE W INV: 925.9' 3' CONCETE SUMP ELEV: 922.9' DEPTH:5.'± PO 2X3 STOM INLET NEENAH 30- CASTING BOC ELEV: 929.'± 5" HDPE E INV: ' 5" HDPE NW INV: ' DEPTH:4.'± PO 5" STOM SEWE 33' 0.5% WITH ENDWALL INV ' PO 5" STOM SEWE 20' 0.5% PO 2X3 STOM INLET NEENAH 30- CASTING BOC ELEV: '± 5" HDPE W INV: ' 5" HDPE E INV: ' DEPTH:4.'± STOM SEWE PLAN CONVENIENCE STOE 8 3 SP3 BIO WEST OUTLET STUCTUE "B" NOT TO SCALE 4 SP3 TYPICAL COSS SECTION BIOETENTION AEAS NOT TO SCALE

9 P.O. BOX 20 2 OAK STEET LA COSSE, WI PH. (08) FAX (08) VOGES OAD MADISON, WISCONSIN KTS0 UTILITY PLAN CONVENIENCE STOE 8

10 -ALL SILT FENCE MUST BE INSTALLED BY THE CONTACTO AND INSPECTED BY THE CITY PIO TO ANY SITE WOK. -SITE EOSION CONTOL MEASUES MUST BE IN PLACE AT ALL TIMES. SHOULD DEVICES BE EMOVED FO WOK ACCESS, THEY SHALL BE EINSTALLED AT THE END OF EACH WOK DAY UNTIL PAVEMENTS HAVE BEEN INSTALLED AND ALL LANDSCAPE AEAS HAVE BEEN MULCHED AND SODDED. SEEDED AEAS MUST EXHIBIT MINIMUM OF 0% SOIL COVEAGE. -EFE TO THE SWPPP PLAN NOTES AND DETAIL SHEETS SWPPP2-4 FO MOE INFOMATION. CONTACT BAD FY KWIK TIP, INC P0 BOX 20 LACOSSE, WI OCK CONSTUCTION ENTANCE, SEE DETAIL CONSTUCTION SEQUENCE *INSTALL EOSION/SEDIMENT CONTOL MEASUES *INSTALL STOMWATE MANAGEMENT SEDIMENT BASINS *INSTALL STOM SEWE *INSTALL STUCTUES *INSTALL PAVEMENTS *INSTALL LAWN/ LANDSCAPE *FLUSH STOM SEWE *EMOVE EOSION CONTOL MEASUES ONLY AFTE ALL PAVEMENTS HAVE BEEN INSTALLED AND ALL SOILS HAVE BEEN STABILIZED POJECT DATA SITE AEA DATA DISTUBED AEA PE-CONSTUCTION IMPEVIOUS AEA POST-CONSTUCTION IMPEVIOUS AEA APPOX. AEA OF LAND DISTUBANCE SOIL DATA SUFACE SOIL??? SF??? SF??? SF 00% CONCETE W/ GAVEL BASE OVE FILL ESTIMATED PELIMINAY EOSION CONTOL QUANTITIES (ACTUAL QUANTITIES SUBJECT TO CHANGE) P.O. BOX 20 2 OAK STEET LA COSSE, WI PH. (08) FAX (08) ITEM OCK CONSTUCTION ENTANCE QUANTITY??? SQ.YD. EOSION CONTOL BLANKET(BASIN) AS NEEDED IP AP??? SILT FENCE??? L.F. NOTE: FO MAINTENANCE PUPOSES CONTACTO SHALL ALL SUFFICIENT QUANTITIES FO EPAI AND EPLACEMENT OF EOSION CONTOL DEVICES THOUGHOUT ALL PHASES OF THE POJECTS CONSTUCTION. 500 VOGES OAD MADISON, WISCONSIN KTS0 NO CONSTUCTION TAFFIC AT THIS ENTANCE NO CONSTUCTION TAFFIC AT THIS ENTANCE EOSION CONTOL PLAN CONVENIENCE STOE 8

11 BENCHMAK TOP NUT ELEV. = 838.3' PLANT SCHEDULE TOTAL DEVELOPED AEA TOTAL AEA: 3,420 SQ. FT. EQUIEMENT: 3,420/300 = 455 LANDSCAPE UNITS X 5 = 225 TOTAL POINTS EQUIED (232 POVIDED) EXISTING PLANT MATEIAL ON SITE: 20 PTS. LANDSCAPE FUNITUE: 32 SEATS X 5 = 0 O 5% OF TOTAL POINTS = 4 (4 POVIDED) POPOSED PLANT MATEIAL: 988 PTS. -A STEET FONTAGES LINEA FEET: 539 LF EQUIEMENT: TEE AND 5 SHUBS/30 LF EQUIED: 8 TEES (5 - EXISTING) AND 90 SHUBS (30 POVIDED) INTEIO PAKING LOT LANDSCAPING TOTAL STALLS: 38 EQUIEMENT: 8% OF TOTAL PAKING LOT AEA TO BE INTEIO PLANTING AEA 9,09 SF OF PAKING LOT X 8% =,328 SF DIV. 0 SF = 40 TEES EQUIED (4 POVIDED) AMEICAN CENTE CANOPY TEE EQUIEMENTS TOTAL STALLS: 50 EQUIEMENT: TEE PE 2 STALLS O FACTION THEEOF EQUIED: 4 TEES (4 POVIDED) AMEICAN CENTE LANDSCAPE EQUIEMENTS TOTAL STALLS: 50 EQUIEMENT: 5 POINTS/STALL = 5 X 50 = 50 POINTS EQUIED (5 POVIDED) P.O. BOX 20 2 OAK STEET LA COSSE, WI PH. (08) FAX (08) A 0-SB 3-S TWO EXISTING TEES WITH AN APPOXIMATE 2" CALIPE SHALL BE EMOVED DUING CONSTUCTION AND AE NOTED ON THE DEMOLITION PLAN. TWO (2) 2 /2" CALIPE TEES AE POPOSED ON THE LANDSCAPE PLAN TO EPLACE THESE EXISTING TEES. NO POINTS HAVE BEEN ADDED TO THE POINTS FO THE AMEICAN CENTE EQUIEMENTS O THE CITY OF MADISON EQUIEMENTS. 500 VOGES OAD MADISON, WISCONSIN KTS0 4-HM PICNIC AEA 22-PF 2-PV 0-PV -A -WM 5-SB 3-UL SIGNAGE 34-HM -WM 5-S EXISTING POPETY LINE, TYPICAL LANDSCAPING PLAN CONVENIENCE STOE 8 40 AMEICAN PAKWAY

12 EQUIPMENT FLOO PLAN - SECTION 'A' L A S O N A C H I T E C T 200 Mason Street #3 Onalaska, WI 5450 (08) evised : Issued for :PEMIT Date : JAN 30, 5 Checked : TPL Drawn : I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the state of IOWA STOE # UNWAY COUT SW CEDA APIDS, IA Tim Larson #933 A000, A00, A00A, A00B, A0, A0A, A0B, A, A2, A3, A4, A20A, A20B, A30, A40, A4, A50, A5, 9' x 9' H A200, A300, A30, A3, A32, A33, A34, A400, A40, A402, A403, A404, A405, A40, A500, A50, A00, A0, and A20 January, 205 STOE EQUIPMENT/ ANNULA SPACE NOTES EQUIP. SCHED. A NOTH Standard Prototype Building Floor Plans - Actual floor plan is mirrored from represented floorplan. See attached site plan for correct orientation of building. - Floor plan layout is as shown.

13 EQUIPMENT FLOO PLAN - SECTION 'B' L A S O N A C H I T E C T 200 Mason Street #3 Onalaska, WI 5450 (08) evised : Issued for :PEMIT Date : JAN 30, 5 Checked : TPL Drawn : I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the state of IOWA STOE # UNWAY COUT SW CEDA APIDS, IA Tim Larson #933 A000, A00, A00A, A00B, A0, A0A, A0B, A, A2, A3, A4, A20A, A20B, A30, A40, A4, A50, A5, 9' x 9' H A200, A300, A30, A3, A32, A33, A34, A400, A40, A402, A403, A404, A405, A40, A500, A50, A00, A0, and A20 January, 205 STOE EQUIPMENT/ ANNULA SPACE NOTES EQUIP. SCHED. B NOTH Standard Prototype Building Floor Plans - Actual floor plan is mirrored from represented floorplan. See attached site plan for correct orientation of building. - Floor plan layout is as shown.

14 L A S O N A C H I T E C T 200 Mason Street #3 Onalaska, WI 5450 (08) evised : Issued for :PEMIT Date : JAN 30, 5 Checked : TPL Drawn : I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the state of IOWA Tim Larson #933 A000, A00, A00A, A00B, A0, A0A, A0B, A, A2, A3, A4, A20A, A20B, A30, A40, A4, A50, A5, A200, A300, A30, A3, A32, A33, A34, A400, A40, A402, A403, A404, A405, A40, A500, A50, A00, A0, and A20 January, 205 STOE # UNWAY COUT SW CEDA APIDS, IA 9' x 9' H STOE LEFT SIDE ELEVATION FONT ELEVATION BACK ELEVATION IGHT SIDE ELEVATION

15

16