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by <br /> 0 <br /> 72'DRIVE SLAB <br /> T-9314" 4' 1 8' 4' 8' 8' 4' 8' 8' 4' 4'-21/4" <br /> IN <br /> ARCO <br /> TRUCK DISPENSER W/ BP WEST COAST PRODUCTS,LLC <br /> CRIND SYSTEM(TYP.) <br /> EDGE OF CONCRETE SLAB, <br /> SEE CIVIL PLANS FOR <br /> ADDITIONAL INFORMATION <br /> u <br /> > EJ Lu EJ Lu EJ EJ <br /> K <br /> 6"THICK 4,000 PSI(FOR <br /> 2o QUALITY NOT STRUCTURAL) 1/2"EXPANSION <br /> CONCRETE WITH FIBER JOINT,TYP. 4'X15'STEEL <br /> REINFORCEMENT-3 REFER TO CIVIL ISLAND FORM <br /> POUNDS MACRO FIBER PER DETAILS N0. DAM RENSION DESCRIPTION <br /> CUBIC YARD OF CONCRETE <br /> N RISSUE <br /> Q NIf024 ISSUELFORPERMD <br /> 1/2"EXPANSION JOINT, <br /> TYP.REFER TO CIVIL BOLLARD POST,TYP.16 4� <br /> DETAILS PLCS.REFER TO FUEL Q <br /> PLANS FOR DETAILS Q <br /> e <br /> to <br /> SEAL <br /> 'V <br /> TRUCK CANOPY CONCRETE PLAN <br /> M SCALE:3/16"=1'-0" <br /> OF ARE:2 <br /> CONCRETE SLAB INSTALLATION: .o .oTMEo*ow,o..ho o�. a"o.o......o"a <br /> REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. <br /> DEVELOPMENT INFORMATION: <br /> 1. CONCRETE <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 /> ELEMENTTP01 <br /> NYC VARIANT: <br /> ° 112"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 /> ON 2"STEEL CHAIRS TOP&BOTTOM. <br /> • n STEEL TUBE COLUMN CALIFORNIA VARIANT: SITE ADDRESS: <br /> 1. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6"THICK FIBER REINFORCED CONCRETE TO BE USED.SEE <br /> FORMED OPENING AROUND STEEL RECIPE BELOW. <br /> F COLUMN FILLED WITH CONCRETE 4607 S.AIRPORT WAY <br /> O • 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 /> a THAN 4"FROM SURFACE. <br /> a UNLESS OTHERWISE NOTED ON THESE DRAWINGS: <br /> • ° a�Q1 a.CONCRETE -REGULAR WEIGHT HARD ROCK CONCRETE(150 LBS/CU FT) <br /> • \° b.CEMENT -TYPE 1/11,SULFATE RESISTANT DESIM er. AAKAW,WCE Zbp1: <br /> ryp' c.AGGREGATES -ASTM C33,(MAXIMUM SIZE 3/4 INCHES) <br /> ° d. 28 DAY CONCRETE STRENGTH(fc): ' <br /> 4,000 PSI-SLAB(DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) DRAIN ft Tml' m N: <br /> e. SLUMP -3"+1" -4"MAXIMUM AT POINT OF PLACEMENT <br /> vmsw: PROECT Na <br /> f. SHRINKAGE- 0.05%MAXIMUM <br /> 9. ENTRAINED AIR RANGE-2%TO4% CA-4795 <br /> CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1:2 112:3 112,WITH A MAXIMUM 7 1/2 GALLONS OF WATER PER SACK.ADD 3.0 DRAVANO TITLE: <br /> LB MACRO(STRUCTURAL)FIBER PER CU.YD.REINFORCING CONCRETE. <br /> MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. TRUCK CONCRETE <br /> PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION,IN ACCORDANCE WITH PLAN <br /> CHAPTER 3 OF THE IBC,IS PROVIDED. <br /> ISOLATION CONSTRUCTION JOINT AT TRUCK COLUMNS SUBMIT MIX DESIGNS,WITH STRENGTH AND SHRINKAGE TEST RESULTS,TO OWNERS ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. <br /> CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. sHEEr No: <br /> SCALE:NONE BEFORE PLACING CONCRETE,SECURE REINFORCING STEEL,ANCHOR BOLTS,DOWELS,AND OTHER INSERTS IN POSITION TO PREVENT <br /> MOVEMENT.MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I.-318(SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). —5 <br />