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bp <br /> 113' <br /> 10, 15'-6" 15'-6" 15-13" 15'-6" 15-13" 15-13" 10, <br /> EDGE OF CONCRETE SLAB, <br /> SEE CIVIL PLANS FOR <br /> ADDITIONAL INFORMATION <br /> -7) <br /> -7) CONTROL JOINTS TYPICAL w <br /> UNLESS OTHERWISE NOTED <br /> Uj REFER TO CIVIL DETAILS. MULTI-PRODUCT <br /> 6"THICK 4,000 PSI (FOR QUALITY NOT <br /> 7 STRUCTURAL) CONCRETE WITH DISPENSER (MPD) W/ <br /> C) C) FIBER REINFORCEMENT- 3 POUNDS CD CRIND SYSTEM, (TYP) ARCO <br /> cl) cl) MACRO FIBER PER CUBIC YARD OF co m BP WEST COAST PRODUCTS, LLC <br /> 1/2" EXPANSION JOINT, TYP. CONCRETE <br /> REFER TO CIVIL DETAILS <br /> EJ <br /> El EJ EJ EJ El EJ <br /> IF <br /> ISOLATION JOINT <br /> 1/2" EXPANSION JOINT, TRASH/WASH AROUND COLUMNS -TYP. <br /> VALET, TYP. OF 8 <br /> ILL! TYP. REFER TO CIVIL w w SEE DETAIL BELOW w <br /> DETAILS <br /> E:l E:l E] <br /> LJ NO. DATE REVISION DESCRIPT10N <br /> 1/30/2024 INITIAL ISSUE <br /> 2/7/2024 ISSUE FOR PERMIT <br /> El El <br /> EJ EJ EJ EJ EJ <br /> C) CD CD <br /> cl) co co A8 <br /> 3'X5' STEEL <br /> BUMPER POST, TYP. 8 ISLAND FORM <br /> PLCS. REFER TO FUEL <br /> PLANS FOR DETAILS SEAL: <br /> LLT w ULI w <br /> EDGE OF CONCRETE SLAB, <br /> SEE CIVIL PLANS FOR <br /> ADDITIONAL INFORMATION <br /> CONnDENTIALITY STATEMENT- <br /> T E RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT <br /> COPYRIGHT IN THE MATERIALS IS OWNED BY BP,AND ALSO,THAT <br /> /V THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS <br /> INFORMATION OF B P ACCORDINGLY,THE RECIPIENT AGREES TO <br /> RE-IN 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 /> sc <br /> N�O P�YC�O N�C R�ET�EP�LA�N RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED <br /> PU RPOSE 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 /> OF BP,WHICHEVER COMES FIRST <br /> PIPE AND TANK DESIGN DISCLAIMER: <br /> BP DOES NOT AND CANNOT WARRANT THAT THE PLANS FOR <br /> PETROLEUM STORAGE AND D IS PENSING ARE COMPLIANT WIT ALL <br /> LEGAL REQUIREMENTS THAT EXIST OR AS THEY MAY BE APPLIED IN <br /> THE FUTURE.NOR DOES BP WARRANT THAT A FUELING STO RAGE <br /> AND D LIVERY SYSTEM CONSTRUCTED IN CONFORMITY WITH THES <br /> PLANS WI L BE FREE OF ALL LEAKS.YOU ARE ACCORDINGLY <br /> STRONGLY ENCOURAGED TO CONSULT WITH A FUELING STATION <br /> ENGINEER OF YOUR CHOOSING TO INDEPENDENTLY EVALUATE <br /> WHETHER THESE PLANS ARE TRULY SUFFICIENT FOR <br /> CONSTRUCTING THE STORAGE AND DELIVERY SYSTEM AT YOUR <br /> CONCRETE SLAB INSTALLATION: STATION. <br /> REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. <br /> DEVELOPMENT INFORMATION: <br /> STANDARD: <br /> 1. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK FIBER REINFORCED CONCRETE TO BE USED. SEE UNDERGROUND STORAGE <br /> RECIPE BELOW. TANK STANDARDS <br /> ELEMENT TPOl <br /> NYC VARIANT: <br /> 1/2" ISOLATION 1/2" ISOLATION JOINT 1. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK, REINFORCED WITH TWO LAYERS OF 6X6-W5.5XW5.5 V-15.0 2023 SERIES <br /> JOINTS (TYP.) 4 ON 2" STEEL CHAIRS TOP & BOTTOM. <br /> STEEL TUBE COLUMN CALIFORNIA VARIANT: <br /> 6 4 1. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK FIBER REINFORCED CONCRETE TO BE USED. SEE SITE ADDRESS: <br /> FORMED OPENING AROUND STEEL RECIPE BELOW. <br /> 1 4 4 COLUMN FILLED WITH CONCRETE 4607 S. AIRPORT WAY <br /> A 0 4 AFTER SLAB HAVE BEEN POURED CONCRETE MIX RECIPE. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE NO LESS THAN 2"AND NO MORE STOCKTON, CA 95206 <br /> 4 THAN 4" FROM SURFACE. <br /> UNLESS OTHERWISE NOTED ON THESE DRAWINGS: <br /> a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) <br /> b. CEMENT - TYPE 1/11, SULFATE RESISTANT DESIGNED BY- AAK ALLIANCE Z&DM: <br /> c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) CHECKEDBY. BP REPM: <br /> d. 28 DAY CONCRETE STRENGTH (fc): <br /> 4,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) DRAWN BY- TAF ALLIANCE PM: <br /> e. SLUMP - 3"+ 1" -4" MAXIMUM AT POINT OF PLACEMENT VERSION: PROJECT NO: <br /> f. SHRINKAGE - 0.05% MAXIMUM CA-4795 <br /> 9- ENTRAINED AIR RANGE - 2% TO 4% <br /> CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM 7 1/2 GALLONS OF WATER PER SACK. ADD 3.0 DRAWING TlTLE: <br /> LB MACRO (STRUCTURAL) FIBER PER CU. YD. REINFORCING CONCRETE. AUTO CONCRETE <br /> MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. PLAN <br /> PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH <br /> CHAPTER 3 OF THE IBC, IS PROVIDED. <br /> SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. <br /> ISOLATION CONSTRUCTION JOINT AT COLUMNS CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. SHEET NO: <br /> SCALE: NONE BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT <br /> MOVEMENT. <br /> MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). F �4 <br />