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by <br /> 113' <br /> 10, 15'-6" 15'-6" 15'-6" 16-6" 15'-6" 15'-6" 10' 0 <br /> EDGE OF CONCRETE SLAB, <br /> SEE CIVIL PLANS FOR <br /> ADDITIONAL INFORMATION <br /> 'w CONTROL JOINTS TYPICAL 'w <br /> UNLESS OTHERWISE NOTES. <br /> \ \i REFER TO CIVIL DETAILS.\ l <br /> 19 MULTI-PRODUCT ARCO <br /> 6"THICK 4,000 PSI(FOR QUALITY NOT DISPENSER(MPD)W/ <br /> STRUCTURAL)CONCRETE WITH CRIND SYSTEM,(TYP) <br /> FIBER REINFORCEMENT-3 POUNDS BP WEST COAST PRODUCTS,LLC <br /> 112"EXPANSION JOINT,TYP. CONCRETE <br /> MACRO FIBER PER CUBIC YARD OF <br /> REFER TO CIVIL DETAILS <br /> EJ � EJ � EJ � EJ EJ <br /> ti <br /> 1/2"EXPANSION JOINT, TRASH/WASH ISOLATION JOINT <br /> w TYP.REFER TO CIVIL 'w VALET,TYP.OF 8 w AROUND COLUMNS- w <br /> SEE DETAIL BELOW <br /> DETAILS <br /> O O <br /> N0. DATE RENSION DESCRIPTION <br /> 0 0 0 0 <br /> 1-1 <br /> IIUE <br /> RQ NIf024 ISWELFORPERMR <br /> EJ EJ ❑° EJ ❑° EJ ❑° EJ Q <br /> io 3'X5'STEEL Q <br /> h2 BUMPER POST,TYP.8 ISLAND FORM <br /> PLCS.REFER TO FUEL zil <br /> PLANS FOR DETAILS <br /> sEu: <br /> ww <br /> EDGE OF CONCRETE SLAB, <br /> SEE CIVIL PLANS FOR <br /> ADDITIONAL INFORMATION A' <br /> ,V <br /> RETAIL CANOPY CONCRETE PLAN <br /> SCALE:3/16"=1'-O" 'To <br /> CONCRETE SLAB INSTALLATION: To„ .oTMEo*ow,o..„o o". a�o.oT..,...o„a <br /> REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. <br /> DEVELOPMENT INFORMATION: <br /> STANDARD: UNDERGROUND STORAGE <br /> 1. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6"THICK FIBER REINFORCED CONCRETE TO BE USED.SEE <br /> RECIPE BELOW. TANK STANDARDS <br /> ELEMENTTP01 <br /> NYC VARIANT: <br /> 112"ISOLATION 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 /> JOINTS(TYP.I ON 2"STEEL CHAIRS TOP&BOTTOM. <br /> • n STEEL TUBE COLUMN CALIFORNIA VARIANT: SIM ADDRESS: <br /> 1. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6"THICK FIBER REINFORCED CONCRETE TO BE USED.SEE <br /> •4 FORMED OPENING AROUND STEEL RECIPE BELOW. <br /> 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 I/II,SULFATE RESISTANT DEscrED er AAK aw,wM ZbW: <br /> ryp' c.AGGREGATES -ASTM C33,(MAXIMUM SIZE 3/4 INCHES) <br /> ° d. 28 DAY CONCRETE STRENGTH(fc): 8P RON: <br /> 4,000 PSI-SLAB(DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) DRAW er TAF AW,WCE PM: <br /> e. SLUMP -3"+1" -4"MAXIMUM AT POINT OF PLACEMENT <br /> vmsw: PRO,ECT Na <br /> f. SHRINKAGE- 0.05%MAXIMUM <br /> g. 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 DRAWING 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. AUTO 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 COLUMNS SUBMIT MIX DESIGNS,WITH STRENGTH AND SHRINKAGE TEST RESULTS,TO OWNERS ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. <br /> ­ETCONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. No: <br /> SCALE:NONE BEFORE PLACING CONCRETE,SECURE REINFORCING STEEL,ANCHOR BOLTS,DOWELS,AND OTHER INSERTS IN POSITION TO PREVENT <br /> MOVEMENT. w <br /> MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I.-318(SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). —/' <br />