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8" MIN. FIBER REINFORCED CONCRETE SLAB SPECIFICATIONS CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 - 2 1/2 -. 3 1/2, WITH A MAXIMUM 7 1/2 NOTES: UST INSTALLATION bp
<br /> CONCRETE SLAB. SEE GALLONS OF WATER PER SACK. ADD 3.0 LB MACRO (STRUCTURAL) FIBER PER CU. YD.
<br /> SPECIFICATIONS AT RIGHT. CALIFORNIA VARIANT: REINFORCING CONCRETE. 1. SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br /> CONCRETE SLAB DESIGN 4,000 1. CONCRETE SLAB OVER TANKS WITH A MINIMUM 8" THICK FIBER REINFORCEMENT TO BE USED. 2. FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY
<br /> P.S.I. @ 28 DAYS REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4)#4 REBAR, 60" IN LENGTH FOR THE REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE #4 REBAR. THROUGHOUT CONCRETE.
<br /> LARGE MANHOLES AND 30" FOR SMALL MANHOLES PLACE REBAR 6" FROM SIDES OF BOX. SEE 3. REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4"
<br /> RECIPE BELOW. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. FROM SURFACE.
<br /> 2. THICKEN CONCRETE SLAB AT DISPENSER SUMPS AND TANK FILL AND TURBINE SUMPS SUCH 4. REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4)#4 REBAR
<br /> THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION OF THE SECONDARY PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS 60" IN LENGTH FOR LARGE MANHOLES 30" FOR SMALL MANHOLES.
<br /> CONTAINMENT OF THE SUMPS PER AB-2481 REQUIREMENTS. SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE IBC, IS PROVIDED. PLACE REBAR 6" FROM SIDES OF BOX.
<br /> 3. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK FIBER REINFORCED SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER 5. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE,
<br /> CONCRETE TO BE USED. SEE RECIPE BELOW. AT LEAST 7 DAYS BEFORE PLACING CONCRETE. MIN Y8" & MAX OF�/4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR
<br /> 4. CONCRETE FORMLESS ISLAND WITH A 6" HEIGHT ABOVE FINISHED GRADE FIBER REINFORCED DEBRIS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURIER'S
<br /> CONCRETE TO BE USED. SEE RECIPE BELOW. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. & OWNER'S FIELD REPRESENTATIVE.
<br /> TURBINE AND ATG SUMP BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND 6. TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST
<br /> (TYP.) COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR
<br /> CONCRETE MIX RECIPE. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING
<br /> NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN INTO TANK.
<br /> UNLESS OTHERWISE NOTED ON THESE DRAWINGS: AND PLACEMENT OF CONCRETE). 7. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE
<br /> a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) CORNERS WHERE MEETING CONCRETE.
<br /> b. CEMENT - TYPE 1/11, SULFATE RESISTANT MANHOLE CROWNS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 8. SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND
<br /> c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) 1-1/2" CROWN (1" RISE OVER 12" RUN) OF CONCRETE TO PREVENT WATER INTRUSION INTO THE ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE
<br /> d. 28 DAY CONCRETE STRENGTH (f'c)-. 4,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL MANHOLE. THE OWNER'S ENGINEER, THE BP PROJECT MANAGER WILL BE REQUIRED TO SIGN OFF APPROVED BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS
<br /> INSPECTION REQUIRED) ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST.
<br /> AGENT. FINAL LOCATION SIGN-OFF SHALL BE DOCUMENTED. ARCO
<br /> 3"+ 1" -4" MAXIMUM AT POINT OF PLACEMENT
<br /> e. SLUMP
<br /> f. SHRINKAGE - 0.05% MAXIMUM PRODUCT IDENTIFICATION MARKINGS: CONTRACTOR TO INSTALL PRODUCT IDENTIFICATION TAGS BP WEST COAST PRODUCTS,LLC
<br /> g. ENTRAINED AIR RANGE - 2% TO 4% AT ALL MANHOLE OPENING PER SITE SPECIFIC DETAIL DRAWINGS.
<br /> ALL MANHOLE ACCESS COVERS TO— TANK SLAB SHALL BE THICKENED 8" MIN. FIBER REINFORCED CONCRETE SLAB.
<br /> BELOW GRADE SHALL BE LIQUID AT TANK SUMP EXTEND TO WHERE SEE SPECIFICATIONS ABOVE. CONCRETE
<br /> + 04 TIGHT AND LOCKABLE (TYP.) TO MONITORING END AT THE SUMP SLAB DESIGN 4,000 P.S.I. @ 28 DAYS
<br /> A.C. PAVING _71 A.C. PAVING
<br /> 18" (TYP.) 18" (TYP.) z 18" (TYP.) 1 (TYP.)
<br /> 00
<br /> 42" DIA. FILL &VAPOR
<br /> VAPOR RECOVERY SUMP —MR71. T 0
<br /> 4 Lu
<br /> 8
<br /> WITH STAGE 11 &VENT
<br /> W < D NO. DATE REVISION DESCRIPTION
<br /> (TYP.) < E5 0
<br /> LLI
<br /> LL] 1/30/2024 INITIAL ISSUE
<br /> -oo.,
<br /> oa-0.0.
<br /> 0 1 :b. 0.
<br /> - 0 .00
<br /> 10 .0
<br /> oo?.C).o. 2/7/2024 ISSUE FOR PERMIT
<br /> 'HICKENED (D.0*
<br /> Xs
<br /> o
<br /> 0 0 CONCRETE EDGE
<br /> 3" PEA-GRAVEL MIN. TO 3 4 #4 AROUND ALL
<br /> 5 PREVENT LOAD TRANSFER PENETRATIONS
<br /> TO TANK TOP (TYP.) 1 4 1
<br /> v
<br /> TANK SLAB SHALL BE THICKENED
<br /> AT TANK SUMP EXTEND TO WHERE
<br /> SAWED CONTROL JOINTS NOTE: ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED TO MONITORING END AT THE SUMP NOTE: CONTRACTOR IS REQUIRED TO THICKEN CONCRETE SLAB AT TANK FILL AND
<br /> WITH A 1-1/2" CROWN OF CONCRETE TO PREVENT WATER TURBINE SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE
<br /> 7 INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER WILL BE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481 SEAL
<br /> REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION REQUIREMENTS. NOTE THAT THE THICKNESS MAY VARY BETWEEN THE FILL AND TURBINE
<br /> CHECKLIST BEFORE CONTRACTOR WILL BE PAID. CONTRACTOR SUMPS AND IS ALSO DEPENDENT UPON EXISTING SITE CONDITIONS. CONTRACTOR WILL
<br /> WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN
<br /> CONTROL JOINTS TO BE EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. REQUIREMENT IS NOT MET AS DETERMINED BY THE GOVERNING JURISDICTION.
<br /> "TOOLED" WITH 3/8" RADIUS
<br /> ELECTRICAL CONDUIT
<br /> CAULK WITH "VULKEM 116" OR OTHER SUITABLE
<br /> POUR CONCRETE WITHIN THE ELECTRICAL OFFSET HYDROCARBON RESISTANT CAULK
<br /> OPENING STEEL FRAME BETWEEN DISPENSER SUMP, JOINT SEALANT INSTALLATION IN PAVEMENT SHALL
<br /> SEAL WHERE CONCRETE OR CONDUIT MEET STEEL. DISPENSER COMPLY WITH ASTM C 920 TYPE M, GRADE P, 1/2" EXPANSION JOINT
<br /> NOTES: SEAL THE DOWNSIDE OF THE SLOPE AND THE CLASS 25 PETROLEUM RESISTANT SEALANT. USE 1/4" RADIUS TOOL EDGE CONFIDENTIALITY STATEMENT:
<br /> OPENINGS IN SLAB TO HAVE 1-1/2" CROWN CONDUIT AREA WITH "VULKEM 116" DISPENSER T E RECIPIENT OF THESE MATERIALS UNDERSTANDS T AT
<br /> "SEALTIGHT GARDOX" OR EQUAL. 1/2" DEEP COPYRIGHT IN THE MATERIALS IS OWNED BY BP,AND ALSO,THAT
<br /> BASE MOUNT INSTALL "SNAP CAP" OR EQUAL, REMOVE THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS
<br /> INFO MATION OF B P ACCORDINGLY,THE RECIPIE
<br /> DISPENSER ISLAND AFTER CONCRETE HAS CURED AND FILL 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 /> < JOINT WITH SEALANT RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED
<br /> TANK PAD SHALL EXTEND A MINIMUM Z-O" < < PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE,AN
<br /> BEYOND OUTSIDE WALLS OF TANKS, AND MUST zi R
<br /> 1/2" EXPANSION JOINT MATERIAL CECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON
<br /> SLOPE CONCRETE OMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST
<br /> COVER THE ENTIRE FOOTPRINT OF THE TANKS. 1/2" EXPANSION JOINT SHALL COMPLY WITH ASTM D1751. OF BP,WHICHEVER COMES FIRST.
<br /> IN ORDER TO PROVIDE FOR PROPER TANK HOLD UDC FRAME < 1/4" RADIUS TOOL EDGE JOINT FILLER CAST IN PLACE RifbEBkW&TAWAQE8"0eC6MMERLANS FOR
<br /> DOWN, AND TO PREVENT ACCIDENTAL DRILLING �,en PET OLEUM STORAGE AND DISPENSING ARE COMPLIANT WITH ALL
<br /> IN TALL "SNAP CAP" OR EQUAL, LEGAL REQUIREMENTS THAT EXIST OR AS THEY MAY BE APPLIED IN
<br /> INTO TANK. JOINT SEALANT INSTALLATION IN PAVEMENT SHALL THE FUTURE.NOR DOES 3P WARRANT THAT A FUELING STORAGE
<br /> REMOVE AFTER CONCRETE HAS AND D LIVERY SYSTEM CONSTRUCTED IN CONFORMITY WITH THES
<br /> COMPLY WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 < �"—NEW FIBER REINFORCED CONCRETE PLANS WI L BE FREE OF ALL LEAKS.YOU ARE ACCORDINGLY
<br /> CURED AND FILL JOINT WITH SEALANT NEW FIBER REINFORCED CONCRETE STRONGLY ENCOURAGED TO CONSULT WITH A FUELING STATION
<br /> ENGINEER OF YOUR CHOOSING TO INDEPENDENTLY EVALUATE
<br /> < PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT PER SPECIFICATIONS PER SPECIFICATIONS WHETHER THESE PLANS ARE TRULY SUFFICIENT FOR
<br /> CONSTRUCTING THE STORAGE AND DELIVERY SYSTEM AT YOUR
<br /> GARDOX" OR EQUAL. 1/2" DEEP 1/2" EXPANSION JOINT MATERIAL STATION.
<br /> CHAMFER SLAB CORNERS WHERE MEETING 4 < SHALL COMPLY WITH ASTM D1751.
<br /> ASPHALT PAVING ONLY. SQUARE CORNERS < JOINT FILLER CAST IN PLACE DEVELOPMENT INFORMATION
<br /> WHERE MEETING CONCRETE. 6" MIN. FIBER REINFORCED LINDERGROUNDSTORAGE
<br /> 1< CONCRETE DRIVE SLAB. SEE TANKSTANDARDS,
<br /> SPECIFICATIONS ABOVE.
<br /> ELEMENT TP01
<br /> EXPANSION CONSTRUCTION JOINT AT DISPENSER EXPANSION CONSTRUCTION JOINT AT NEW PAVEMENT V-15.0 2023 SERIES
<br /> cSCALE: N.T.S. D SCALE: N.T.S.
<br /> SITE ADDRESS-
<br /> JOINT SEALANT INSTALLATION IN PAVEMENT SHALL 4607 S. AIRPORT WAY
<br /> COMPLY WITH ASTM C 920 TYPE M, GRADE P, CLASS 1/2" JOINT STOCKTON, CA 95206
<br /> JOINT SEALANT INSTALLATION IN PAVEMENT SHALL 25 PETROLEUM RESISTANT SEALANT. USE
<br /> 0 COMPLY WITH ASTM C 920 TYPE M, GRADE P, "SEALTIGHT GARDOX" OR EQUAL. 1/2" DEEP 1/4" RADIUS TOOL EDGE
<br /> CLASS 25 PETROLEUM RESISTANT SEALANT. USE SAWED JOINT 1/4"X 2" DEPTH
<br /> "SEALTIGHT GARDOX" OR EQUAL. 2" DEEP WITH FLARED EDGE EASER NEW PAVEMENT EXISTING PAVEMENT
<br /> G% l'-O" CHAMFER (TYP.) ---- INSTALL "SNAP CAP" OR EQUAL, REMOVE DESIGNED BY: AAK ALLIANCE Z&DM:
<br /> < AFTER CONCRETE HAS CURED AND FILL CHECKED BY BP REPM
<br /> < zn < zi 7—d__�4 4 JOINT WITH SEALANT DRAWN BY ALLIANCE PM
<br /> 4 < TAF
<br /> < < 1/2" EXPANSION JOINT MATERIAL VERSION PROJECT NO,
<br /> < < zl A A SHALL COMPLY WITH ASTM D1751. CA-4795
<br /> JOINT FILLER CAST IN PLACE DRAWING TITLE
<br /> 41 3/4" DIA. X 18" L. GREASED OR
<br /> < COATED STEEL DOWEL @ 18" O.C. DRILL EXISTING CONCRETE MISCELLANEOUS
<br /> FOR DOWEL PLACEMENT DETAILS
<br /> SHEET NO:
<br /> N O�L J�O I N�T ,�SA�WE�D, EXPANSION JOINT AT NEW AND EXISTING PAVEMENT
<br /> sc OFSCALE: N.T.S.
<br />
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