INSTALL_2024 - Laserfiche WebLink

Home Browse Search

bp 72' DRIVE SLAB 3'-9 3/4" 4' 8' 8' 4' 8' 8' 4' 8' 81 4' 4'-2 1/4" ARCO TRUCK DISPENSER W/ BP WEST COAST PRODUCTS, LLC CRIND SYSTEM (TYP.) 0 0 0 00 .0 .0 .0 .0 EDGE OF CONCRETE SLAB, 0 0 0 0 SEE CIVIL PLANS FOR L El El 0 El LEI ADDITIONAL INFORMATION m I N u "ou a c a c a q U) Lu f EJ EJ EJ EJ > 6" THICK 4,000 PSI (FOR bo QUALITY NOT STRUCTURAL) 1/2" EXPANSION CONCRETE WITH FIBER JOINT, TYP. —4'Xl5' STEEL REINFORCEMENT- 3 REFER TO CIVIL ISLAND FORM POUNDS MACRO FIBER PER DETAILS NO. DATE REVISION DESCRIPT10N CUBIC YARD OF CONCRETE 1/30/2024 INITIAL ISSUE ----------- c\j 2/7/2024 ISSUE FOR PERMIT '71/2- EXPANSIO'N JOINT,— TYP. REFER TO CIVIL BOLLARD POST, TYP. 16 DETAILS PLCS. REFER TO FUEL PLANS FOR DETAILS SEAL: CONFIDENTIALITY STATEMENT- T E RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP,AND ALSO,THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF B P ACCORDINGLY,THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NO TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FU THEIR AGREES NOT TO MAKE COPIES OF THE MATERIALS.THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PU RPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE,AN RECIPIENT AGREES TO RETURN ALL MATERIALS TO B P EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP,WHICHEVER COMES FIRST PIPE AND TANK DESIGN DISCLAIMER: BP DOES NOT AND CANNOT WARRANT THAT THE PLANS FOR PETROLEUM STORAGE AND D IS PENSING ARE COMPLIANT WIT ALL LEGAL REQUIREMENTS THAT EXIST OR AS THEY MAY BE APPLIED IN THE FUTURE.NOR DOES BP WARRANT THAT A FUELING STO RAGE AND D LIVERY SYSTEM CONSTRUCTED IN CONFORMITY WITH THES PLANS WI L BE FREE OF ALL LEAKS.YOU ARE ACCORDINGLY STRONGLY ENCOURAGED TO CONSULT WITH A FUELING STATION ENGINEER OF YOUR CHOOSING TO INDEPENDENTLY EVALUATE WHETHER THESE PLANS ARE TRULY SUFFICIENT FOR CONSTRUCTING THE STORAGE AND DELIVERY SYSTEM AT YOUR CONCRETE SLAB INSTALLATION: STATION. REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. DEVELOPMENT INFORMATION: STANDARD: 1. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK FIBER REINFORCED CONCRETE TO BE USED. SEE UNDERGROUND STORAGE RECIPE BELOW. TANK STANDARDS ELEMENT TPOl NYC VARIANT: 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 4 ON 2" STEEL CHAIRS TOP & BOTTOM. �4 STEEL TUBE COLUMN CALIFORNIA VARIANT: 6 1. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK FIBER REINFORCED CONCRETE TO BE USED. SEE SITE ADDRESS: FORMED OPENING AROUND STEEL RECIPE BELOW. I A 4 COLUMN FILLED WITH CONCRETE 4607 S. AIRPORT WAY 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 THAN 4" FROM SURFACE. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) b. CEMENT - TYPE 1/11, SULFATE RESISTANT DESIGNED BY- AAK ALLIANCE Z&DM: c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) CHECI(ED BY. BP REPM: d. 28 DAY CONCRETE STRENGTH (fc): 4,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) DRAWN BY- TAF ALLIANCE PM: e. SLUMP - 3"+ 1" -4" MAXIMUM AT POINT OF PLACEMENT VERSION: PROJECT NO: f. SHRINKAGE - 0.05% MAXIMUM CA-4795 9- ENTRAINED AIR RANGE - 2% TO 4% 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: LB MACRO (STRUCTURAL) FIBER PER CU. YD. REINFORCING CONCRETE. TRUCK CONCRETE MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. PLAN PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE IBC, IS PROVIDED. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. ISOLATION CONSTRUCTION JOINT AT TRUCK COLUMNS CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. SHEET NO: (�Bi�SCALE: NONE BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). F � 5