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SHEETINDEX FUEL ssEM DRAWINGS DIM UNDERGROUND STORAGE TANK STANDARDS V-130 2016 SERIES DESIGN / \ G.0.1 COVER SHEET _ / Q G.0.2.0 UNDERGROUND TANK AND PIPING SITE PLAN AND INSTALLATION NOTES Architectural \�I y C3.0 GRADING PLAN (FOR REFERENCE) Solutions Group d1b 0410 UTILITY PUN (FOR COPEREFERENCE) G,0, G.0.2.1 TANK AND PIPING SCOPE OF WORK AND GENERAL NOTES (FRP 1 OF 2) 24556emelt Verney P.d. Suite A-102 Qi G.0.22 TANK AND PIPING &OPE OF WORK AND GENERAL NOTES (FRP 2 OF 2) Smta Rosa. CA695404 0.0.2.3 UNDERGROUND PIPING VACUUM ZONES DIADRAM 0.0.3.1 UST SYSTEM CHECKLIST G.0.3.2 PRODUCT QUALITY: INITIAL SITE COMMISSIONING RECOMMENDED PRACTICES G.0.4.3 ELECTRICAL CONDUIT, ROUTING DETAILS G.0.5 MISCf11AlEOUS DEWLS 0.0.6.2 VENT SUCK INSTALLATION, DETAILS W/ VEEOER ROOT CAR13ON CANISTER �SEO ARCHiA VAPOR POLISHER (CALFORNA ONLY) GF' Fc G.0.6.4 VEEDER ROOT CARBON CANISTER VAPOR POLISHER COMPLIANCE AND LIII _ INSTALLATION NOTES G.0.6.16 TYPICAL PIPE AND TANK PAID /( L G.0.6.17 TYPICAL PIPE AND TANK ISOMETRIC DIAGRAM REN. 1 /31 /19 G.0.7.2 TANK FILL & VAPOR RISER STATIC GROUNDING DETAIL (CAUFORNA ONLY) 0.0.8.1 VEEDFR-ROOT SET-UP AND STEP PROGRAMMING LOGIC (1 OF 2) s1 e 6.0.8.2 VEEDER-RODT SEI-UP AND STEP PROGRAMMING LOGIC (2 OF 2) OFCAUFo M.5.3.01 TANK AND PIPING MATERIALS LIST (1 OF 2) Sed M.5.3.02 TANK AND PIPING MATERIALS LIST (2 OF 2) M.5.3.03 TYPICAL 25,000 GALLON DOUBLE WALL FIBERGLASS TANK M INSTALLATION DETAILS u N � �� \\\\\� I��nIII D ��\\ D 'STO ��\\ MS.3.05 TYPICAL 12,000/10,000 GALLON DOUBLE WALL FIBERGLASS TANKEVAV ll \J IJ U lL �1 OU N0 LI `1 JI cllANK INSGIUTKNi DETAIlS _% IIJJ M.5.3.08 UST INSTALLATION (1) 1010 25K & (1) 10'0 12K,10K BLENDING DOUBLE WALL VENT & VAPOR W/ DIESEL M.5.3.13 TURBINE SIDE SUMPS AND PIPING INSTALLATION DETAILS (DUAL 2 HP TURBINE, 2022 CONFIGURATION D.W. VFNT/VAPOR) M.5.3.14 TURBINE SIDE SUMPS AND PIPING INSTALLATION DETAILS - - / (SINGLE 2HP TURBINE) - DIESEL / ANDARD V ❑ 0 201 OM.5.3.18 GASOLINE FILL SIDE SUMP TION DEMI DEWY( (DPW VAL02 W/OUT MAWAY) (DOUBLE WALL VENT/VAPOR) M.5.3.18 DIESEL FILL SUMP INSTALLATION DETAILS DPW (DOUBLE WAIL VENT) M.5.3.22 DISPENSER DETAILS: WAYNE OVATION (3+0) BLEND DISPENSER INSTALLATION DETAILS AT GRADE (D.W. VAPOR) 0 M.5.3.24 DISPENSER DETAILS: WAYNE OVATION (3+1 ) BLEND DISPENSER INSTALLATION DETAILS AT GRADE (D.W. VAPOR) M.5.3.26 TANK SLAB CONCRETE SPECIFICATIONS & IDENTIFICATION NARKING DETAILS 2050 CRESTWOOD AVENUE a MANTECA , CA . 95336 �, 201 U ZO Z P4YN 0 a W ¢ w W p w ¢ < Y O n 5: U U O Z 'ENVIRONMENTAL. HEALTH _ 0 _ � o9z0of m F m m DEPARTMENT m r a j a a ABBREVIATIONS VICINITY MAP SITE DATA SCOPE OF WORK r m \ m m m m n n m & = AND G.A = GAUGE T.C. = TOP OF CURB API: PORTION OF 216-080-01 PROPOSED (N) 30180 S.F. CONVENIENCE STORE AND 2,000 S.F. OSR BUILDING WITH DI p m L = ANGLE THRU, (N) 80 FEET LONG CAR WASH BUILDING, (N) 10 MPD'S (DISPENSERS) FUELING CANOPY, q AT DAILY. = GALVANIZED TG = TOP OF CRATE - - - £ = CENTERLINE GO = GENERAL CONTRACTOR T.& G. = TONGUE & GROOVE EXISTING ZONING W (GENERAL COMMERCIAL) (N) 17'X121 ' VACUUM CANOPY (N) TRASH ENCLOSURE, (N) CONCRETE AND ASPHALT PARKING x I = DIAMETER OF ROUND q- = GLASS THX. = T oCI( ZONING:_z PROPOSED GG (GENERAL COMMERCIAL) YARD, (N) BUILDING SIGNAGE = POUND OR NUMBER GR. = GRADE D = TOP OFISLAND - - . - F - S TOTAL PARCEL AREA: 79.2 EXISTING OR = GRADE BREAK T.O. = TOP OF 30 F. (1.82 ACRES) R = RELOCATED GSM = GALVANI= SHEET METAL TOW = TOP OF WALL = NEW GYP. = GYPSUM TP = TOP OF PAVEMENT PROPOSED LANDSCAPE AREA 70,140 SF. (13% LOT COVERAGE) A.B. = ANCHOR BOLT H.e. = HOSE BIBS TS = TOP OF SLAB A.F.F. = ABOVE FINISH FLOOR HOWE. = HARDWARE 7W = TOP OF WALK S Frontage PROPOSED C-STORES.F.: 3,180 AGGR. = AGGREGATE H.M. = HOLLOW METAL TYP. = TYPICAL b, PROPOSED QSR: 2500 S.F. AL = ALUMINUM - HORIL = HORIZONTAL UNF. = UNFINISHED v PROPOSED CAR WASH: 11953 SF. HR. = HOUR PROPOSED FUELING CANOPY: 51798 S.F. APPROX. = APPROXIMATE U.O.N. = UNLESS OTHERWISE NOTED PROPOSED VACUUM CANOPY: 21037 S.F. ARCH. = ARCHITECTURAL HOT. = HEIGHT PROPOSED LE, 298 5&F. ASPH. = ASPHALT VERT = VERTICAL TOTAL BUILDING AREAS 15,696 S.F. HE = INVERT ELEVATION V.I.F. - VERIFY IN FIELD ^ (20S LOT COVERAGE) DRUM. BITUMINOUS 0 BD. = BO TUMINOUS LD. = INSIDE DIAMETER = INSLIL = INSULATION W. = WEST O BLDG. = BUILDING ` REQUIRED SETBACKSLIJ BLI(C. = BLOCKING INT. = NOWT t W - YWA \ FRONT: 0' ✓� BM. = BEAM Jr. = JOINT W.C. = WATERd-OSET °� PROJECT DATA a ND. = WOW REAR: °' 80T. - BOTTOM LAM. = LAMINATE W.H. = WATER HEATER Tto BW = BACK OF COAL/( LAV. = LAVATORY W/0 = WITHOUT V ' MAXIMUM HGGIT ALLOWED: 35' (PER CITY ORD.) PROJECT ADDRESS MANTECCAw2050 CA, 9955336 O a, CAB. = CABINET - LLP = EDGE OF SWALE OR GUTTER WP. = WATERPROOF PROPOSED HEIGHT: 24'-6' CEL. = CEMENT MAX = MAXIMUM WSCT. = WAINSCOT © O U j CER. = CERAMIC MECH. = MECHANICAL WT. = WEGHT REWIRED PARKING205° CRESTWO°D AVENUE CH = CELIAC HEIGHT MEM.. - MEMBRANE C.% = CAST ROY MFR. = INMIFACTURER n C-STORE: 4 SPACES MINIMUM PER 1,000 S.F. OF FLOOR AREA MANTECA CA 95336 S C.J. = CONTROL JONT MIN. = MINIMUM Lathrop Rd RESTAURANT: 7 SPACES MINIMUM PER 1,00O SF. OF FLOOR AREA © W U GIG. = CELIAC MISG = ASONRYOPWS Rd W Lathrop Rd p SLR./CL - GEM M.O. = MASONRY OPENING REWIRED PARKING: 3.180 / 1000 ' 4 = 13 ir PROPERTY OWNER CONTACT: SARVJT INCH (209) ]40-5500 CONS. = CONCRETE MUL = MULLION (N) FOODMANT M _ 2 500 / 1000 ] = 18 COL � COLUMN MTD. MOUNTED TOTAL REO. = 31 (N) CANOPY U U CONSLR. = CONSIRUCTION _ ^ PROVIDED PARKING 31 STANDARD BLW OCCUPANCY: (N) OSR M O CONT = CONTINUOUS N.I.C. NORTH IN CONTRACT ` J 9 A a rQr�� CTS(. = COUNTERSUNK 33 SPACES L m CNTR. = COUNTER NO. OR / = NUMBER I SELF SERVE GASOLINE SALES, AND CONVENIENCE STORE, 0 CTR. = CENTER NOM. = NOMINAL Z C N.T.S. = NOT TO SCALE ♦� FUELING PARKING 11 SPACES NATURE OF BUSINESS OU CXSERVE RESTAURANT, AND CAR WASH CV DEPT. = DEPARTMENT N.W.D. NEW WALL 70 DECK V / FUELING PARING 20 SPACES Q DET. = DETAIL rf J" G TOTAL AJR/WATER PA O ING:. I SPACES 2016 CALIFORNIA ORDER BUILDING SPACES �6 ��A �� O.C. = W CENTER ME CAUNO WA MECHANICAL CODE D.G. = DIAN1AIf05 000E (CAV]IDR CODE) GENERAL O.D. = OUTSIDE DIAMETER 2016 CALIFORNIACA FORNA NUMBING CODE DA. = DIAMETERLOCA11ON 2016 CALIFORNIA ENERGY CODE C"ORMA ELECTRICAL CODE DDI. = DIMENSIONOPNC. = OPENING DSP. = DISPENSER IPP. = OPP09TE O ��> 2016 Tj DN. = DOWN PB = LEVET PAVEMENT AT DISPENSER ry 2q6 PA A JW FARE CODE DR. - DOOR PIT BOX - -. V ^' EWES: NIS IFWPA 301. D.S. = DOWNSPOUT PL = PLATE DWS. = DRAWING P.LAM. = PLASTIC LAMINATE ' .'. . E , EAST PLY= DOLLARPLYWOO A ® PROJECT TEAM E = FACIi PM = 0(ILIAJR GENERAL PROJECT MANAGER b EL.. = ELEVATION P.O.C. = POINT OF CURVATURE C rect Number EIEC. = ELECTRICAL P.O.& = POINT OF SALE = EQUAL R OR RAD. = RADIUS CONSULTANT: CONSULTANT INFORMATION: PHONE NUMBER 012 EQ : P 6 �! EXP. = EXPANSION R.O. = ROOF DRAIN ARCHITECT: PM DESIGN GROUP, INC. Zj EXT = EXTERIOR REF. = REFERENCE - RENT. = REINFORCED J 6930 DESTINY DR., STEL TOO Sheet Name ROCKUN, CA 95877 F.D. = FLOOR DRAINREQ'D = REQUIRED ARCHITECT: ROY PEDRO (916) 415-5356 F.F. = FLOOR FINISH RM = ROOM EMAIL: RPLUROOPMGGNC.CW FOR, FWNDATI COVER = W Od �� PM DESIGN GROUP, INC. FG = FINISH GRADE R.O. ROUGH OPENING PROJECT MANAGER: _ FIN. = FINISH R.O.W. = RI(9RT aF WAY SANTA OSA CA. 951°4BENNETT VALLEY 0A0, SUITE A-102 SHEET 6 FL - FLOW SCHm. = SCHEDULE CONTACT: CHRIS BROWN b FIASH'G = FLASH24G SECT = SECTION FLUOR. = FLUORESCENT SHIT = SHEET EMAIL WROYdNOPMOgNC.CO1 (707) 921-INV mj F.O.C. = FACE OF CONCRETE SM. = SIMILAR © GENERAL CONTRACTOR: WENDT AND SONS CONSTRUCTION, INC. F.O.F. = FACE OF FINISH S.O.W. = SCOPE OF YAR% P.O. BOX 1403 F.G.S. = FACE OF STUDS SPEC = SPECIFICATION LM F.R.P. P. = FIBERGLASS REWFORCED PANEL so, = SQUARE LWT, CA 95241 d F. = FLOOR SINK SST = STAINLESS STEEL CONTACT: KEN N4N0T Sheet Nunber FT = FOOT OR FEET STD. = STANDARD EEMAIL' KENOAEIOTANDSWSCOM (209) 54]-931F.S. > FTG. = FOOTING SIL � STEEL �1 FURR. - FURRING STOR. = STORAGE 0 M 1 S� FUT = FUTURE STRL = STRUCTURAL SYN. = SYMMETRICAL