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NOTE: CANOPY FOOTINGS CAN BE V-3" V-3" NOTE: bp <br /> VERY LARGE AND CAN VARY IN SIZES. 1. ONLY (1)VAPOR PRESSURE <br /> SEE STRUCTURAL DRAWINGS. SENSING DEVICE REQUIRED PER DIESEL WHIP HOSE 68 <br /> SITE. SENSOR SHALL BE lil--t <br /> FUEL WHIP HOSE & BREAK <br /> MOUNTED AT ONLY (1) <br /> DISPENSER LOCATED CLOSEST AWAY FOR DISPENSER SIDE "B" <br /> 04 T_ <br /> TO TANKS. <br /> DIESEL HOSE BREAKAWAY <br /> w I I <br /> 2. CONTRACTOR SHALL PITCH ALL z <br /> 1/4" TUBING AS REQUIRED TO 63 GASOLINE WHIP HOSE <br /> AVOID ANY LIQUID TRAPS NOTE: U) <br /> CAT 5 CABLE SHALL BE z T-- 0 <br /> 2 U- <br /> TO 5F <br /> INSTALLED FOR BOTH ENHANCED ol <br /> OR STANDARD ELECTRONICS 0 64 GASOLINE HOSE BREAKAWAY <br /> 0 0 <br /> 0 <br /> ui <br /> LWL I A <br /> z x z <br /> 12"X 12" STEEL CANOPY COLUMN Lu <br /> x <br /> X x <br /> ui <br /> w <br /> WAYNE "OVATION" <br /> 3+0 BLENDER <br /> 4" PVC CANOPY DRAIN EACH COLUMN <br /> x 0 <br /> ..... OR <br /> llo,00 WAYNE "OVATION" ARCO <br /> (1) 1" CONDUIT TO EACH COLUMN 5 21� 3+1 BLENDER BP WEST COAST PRODUCTS,LLC <br /> DIESEL HOSE 62 GASOLINE HOSE <br /> 60 GASOLINE NOZZLE <br /> rl- ON THIS DRAWING, THE REQUIREMENTS OF <br /> SAFETY NOTE: <br /> WHEN DISPENSERS ARE INSTALLED AS SHOWN <br /> NFPA 30A 6.3.9 AND 6.3.9.1 REGARDING SHEAR <br /> SECTIONS ARE FULLY MET. ui 61 GASOLINE SWIVEL <br /> 0 <br /> Em <br /> DIESEL NOZZLE 11-1 <br /> UJ <br /> Q <br /> z <br /> DIESEL SWIVEL Z/ NO. DATE REVISION DESCRIPTION <br /> 1 , 71 0 1/30/2024 INITIAL ISSUE <br /> DISPENSER ISLAND SEE SHEET FS-1 Q <br /> 2 <br /> FOR CONSTRUCTION DETAIL < 2/7/2024 ISSUE FOR PERMIT <br /> < A , <br /> LLJ <br /> 6"THICK, 4000 PSI. FIBER <br /> REINFORCED CONCRETE DRIVE SLAB <br /> SEE SHEET FS-1 FOR SPECS. <br /> EXPANSION JOINT (TYP.) Imp < <br /> SEE CONCRETE DETAILS <br /> < SHEET FS-1 FOR DETAIL <br /> CD < 4 <br /> CONCRETE SLAB < < < 4 SEAL: <br /> < <br /> < <br /> < < EXPANSION JOINT(TYP.) <br /> DISPENSER ISLAND SEE CONCRETE DETAILS <br /> �,lj <br /> Z0414s, < <br /> SEE SHEET FS-1 FOR STORM DRAIN ROUTING,---- SHEET FS-1 FOR DETAIL <br /> CONSTRUCTION DETAIL SEE CIVIL SITE PLAN FOR <br /> IF STEEL FORM REQUIRED ACTUAL ROUTING AND < <br /> 90 USE ITEM FOR PRE-FAB FORM CONTINUATION — PROJECTION OF <br /> AADA REQUIRED CONFIDENTIALITY STATEMENT: <br /> T E RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT <br /> COPYRIGHT IN THE MATERIALS IS OWNED BY BP,AND ALSO,THAT <br /> x r\ THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS <br /> INFO MATION OF B P ACCORDINGLY,THE RECIPIE <br /> -=8- RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NO <br /> TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND <br /> < FU THEIR AGREES NOT TO MAKE COPIES OF THE MATERIALS.THE <br /> RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED <br /> PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE,AN <br /> RECIPIENT AGREES TO RETURN A L MATERIALS TO BP EITHER UPON <br /> COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST <br /> DISPENSER INSTALLATION SIDE ELEVATION 4 4 DOUBLE WALL UNDER DISPENSER OF BP,WHICHEVER COMES FIRST. <br /> SCALE: 1" V-0" 4 *MINIMUM 85 CONTAINMENT SUMP FILLED WITH RUBEEANEXTAN&DES Wbftl`D�ffaLA MERL NS FOR <br /> 4 PROPYLENE GLYCOL INTERSTITIAL _A <br /> < A 4 RECOMMENDED PETROLEUM STORAGE AN DISPENSING ARE COMPLIANT WITH ALL <br /> L REQUIREMENTS THAT EXIST OR AS THEY MAYBE APPLIED IN <br /> FLUID, SUPPLIED BY BRAVO ONLY THE FUTURE.NOR DOES BP WARRANT THAT A FUELING STORAGE <br /> DIMENSION. SEE LEGA <br /> D 4 4 4 AND DELIVERY SYSTEM ONSTRUCTED IN CONFORMITY WITH THES <br /> 4 4 COMPACTED OR PLANS WI L BE FREE OF ALL LEAKS.YOU ARE ACCORDINGLY <br /> NOTE: INDICATES ITEMS 0 4 4 q 4 NOTE BELOW STRONGLY ENCOURAGED TO CONSULT WITH A FUELING STATION <br /> D NATIVE SOIL (TYPICAL) ENGINEER OF YOUR CHOOSING TO INDEPENDENTLY EVALUATE <br /> WHETHER THESE PLANS ARE TRULY SUFFICIENT FO <br /> FOUND ON MATERIALS LIST CONSTRUCTING THE STORAGE AND DELIVERY SYSTEM AT YOUR <br /> SHEET FM-1 & FM-2 STATION. <br /> U) 4 44 4 �4 <br /> 4 [— — — — __ _ — <br /> x =q4 <br /> ADA PLATFORM (NTS SEE BELOW) I L — — __ — — =1 11 <br /> Lu 4 4 4 4 4 NOTE: DEVELOPMENT INFORMATION: <br /> �4 4 4 1 44 IF REQUIRED BY LOCAL CODES, <br /> PROJECTION OF ADA REQUIRED '4 4 4 1 EXTEND CONCRETE UNDER <br /> *MINIMUM RECOMME ED 4 UNDERGROUNDSTORAGE <br /> DIMENSION. SEE NOTE B L DISPENSER ISLAND BOLLARD BELOW THE FROST LINE. TANKSTANDARDS <br /> SEE SHEET FS-1 FOR (SEE STRUCTURAL) ELEMENT TP01 <br /> CONSTRUCTION DETAIL V-15.0 2023 SERIES <br /> 2- <br /> LINE OF CANOPY COLUMN <br /> SITE ADDRESS: <br /> 11, 33/4 1 SIDE"B" <br /> LINE OF FOUNDATION ISPENSER INSTALLATION FRONT ELEVATION 4607 S. AIRPORT WAY <br /> BELOW. (SEE c SCALE: 1" V-0" <br /> u- STOCKTON, CA 95206 <br /> STRUCTURAL) LUZ 0 <br /> Z2 LEI cn <br /> =i z 06 <br /> of <br /> Lu <br /> ,10 (r w <br /> z L) LEI u) <br /> W LL z <br /> zw <br /> 0 0 w[L <br /> STORM DRAIN ROUTING, cn DESIGNED BY: AAK ALLIANCE Z&DM: <br /> 0 <br /> SEE CIVIL SITE PLAN FOR EXACT LOCATION SUBJECT CHECKED BY: BP REPM: <br /> ACTUAL ROUTING AND TO AUTHORITY HAVING DRAWN BY: ALLIANCE PM: <br /> CONTINUATION SIDE"A" JURISDICTION. VERSION: TAF PROJECT NO: <br /> 3'-171 1/2" DRAWING TITLE: CA-4795 <br /> AUTO DISPENSER <br /> /5// A <br /> NOTE: THESE DIMENSIONS REPRESENT MINIMUM RECOMMENDED LAYOUT <br /> OFFSET DIMENSIONS TO PROVIDE DESIRED CLEARANCE OF THE 90 IF STEEL FORM REQUIRED <br /> DISPENSER VALENCE FROM THE COLUMN AND ARE BASED ON A USE ITEM FOR PRE-FAB FORM <br /> MAXIMUM 12"X12" NON-CLADDED COLUMN DESIGN. WHERE SHEET NO: <br /> ARCHITECTURAL COLUMN WRAPPING IS REQUIRED THE V-4 1/4" ADA REQUIRES 48"x30" MAX AREA IN FRONT OF <br /> MINIMUM FACE TO FACE DIMENSION SHALL TAKE PRECEDENCE. <br /> BOTH SIDES OF MPD, SLOPE NOT TO EXCEED <br /> 2%. THERE SHALL BE A 10" MAX DISTANCE FROM <br /> THE EDGE OF PLATFORM TO DISPENSER FACE FD � l <br /> SCA FOR SIDE REACH <br />