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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 71/2 O NOTES:UST INSTALLATION
<br /> CONCRETE SLAB.SEE GALLONS OF WATER PER SACK.ADD 3.0 LB MACRO(STRUCTURAL)FIBER PER CU.YD. bp
<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. 1 0
<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 YS"&MAX OF 3/4"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 MANUFACTURER'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 6. TANK PAD MINIMUM OFF OUTSIDE WALLS OF TANKS,P AND MUST 'A kL
<br /> (TYP.) BEFORE PLACING CONCRETE,SECURE REINFORCING STEEL,ANCHOR BOLTS,DOWELS,AND COVER THE FOOTPRINTINNTOPOF THE TANKS.REQUIRED 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 I/II,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(V 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(fc):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 ARCO
<br /> INSPECTION REQUIRED) ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST. AGENT. FINAL LOCATION SIGN-OFF SHALL BE DOCUMENTED.
<br /> e. SLUMP -3"+1" -4"MAXIMUM AT POINT OF PLACEMENT
<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%TO4% AT ALL MANHOLE OPENING PER SITE SPECIFIC DETAIL DRAWINGS.
<br /> a 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 2 SEE SPECIFICATIONS ABOVE.CONCRETE
<br /> N TIGHT AND LOCKABLE(TYP.) TO MONITORING END AT THE SUMP SLAB DESIGN 4,000 P.S.I.@ 28 DAYS
<br /> A.C.PAVING A.C.PAVING
<br /> 18 (TYP.) 18"(TYP.) �z 18"(TYP.) 18 (NP.)
<br /> III—III � III--►II
<br /> 42"DIA.FILL&VAPOR
<br /> 0
<br /> VAPOR RECOVERY SUMP � a °° � • w JALL
<br /> WITH STAGE II&VENT m `�(TYP.) y ¢O ¢C3w Q �nwzoz4 wnwLissuE
<br /> y THICKENED77
<br /> zQ znizoz4 ISSUEFORPERMRCONCRETE EDGE 3"PEA-GRAVEL MIN.TO 3 q #4 AROUND5 PREVENT LOAD TRANSFER PENETRATI Q
<br /> TO TANK TOP(TYP.)
<br /> TANK SLAB SHALL BE THICKENED
<br /> AT TANK SUMP EXTEND TO WHERE Q
<br /> SAWED CONTROL JOINTS TO MONITORING END AT THE SUMP 0 NOTE:ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED 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 m
<br /> INTRUSION INTO THE MANHOLE.THE OWNER'S ENGINEER WILL BE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481
<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 SLAB SECTIONS AT TANKS 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
<br /> EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. SCALE:1/2"=1'-0" 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,
<br /> SEAL WHERE CONCRETE OR CONDUIT MEET STEEL. DISPENSER JOINT SEALANT INSTALLATION IN PAVEMENT SHALL 1/2"EXPANSION JOINT
<br /> NOTES: SEAL THE DOWNSIDE OF THE SLOPE AND THE COMPLY WITH ASTM C 920 TYPE M,GRADE P,
<br /> OPENINGS IN SLAB TO HAVE 1-1/2"CROWN CONDUIT AREA WITH"VULKEM 116" DISPENSER CLASS 25 PETROLEUM RESISTANT SEALANT.USE 1/4"RADIUS TOOL EDGE
<br /> BASE MOUNT "SEALTIGHT GARDOX"OR EQUAL.1/2"DEEP INSTALL"SNAP CAP"OR EQUAL,REMOVE
<br /> DISPENSER ISLAND AFTER CONCRETE HAS CURED AND FILL
<br /> TANK PAD SHALL EXTEND A MINIMUM 2'-0" ° a ° JOINT WITH SEALANT
<br /> BEYOND OUTSIDE WALLS OF TANKS,AND MUST " a n 112"EXPANSION JOINT MATERIAL Po*a � �M EEaq,° E "E
<br /> COVER THE ENTIRE FOOTPRINT OF THE TANKS. SLOPE CONCRETE a 4 1/2"EXPANSION JOINT g SHALL COMPLY WITH ASTM D1751.
<br /> UDC FRAME
<br /> IN ORDER TO PROVIDE FOR PROPER TANK HOLD d JOINT FILLER CAST IN PLACE
<br /> DOWN,AND TO PREVENT ACCIDENTAL DRILLING d ° 1/4"RADIUS TOOL EDGE ° o EnRcEauecEa�uamwsoN.anl�N xp
<br /> INTO TANK. JOINT SEALANT INSTALLATION IN PAVEMENT SHALL INSTALL"SNAP CAP"OR EQUAL,
<br /> COMPLY WITH ASTM C 920 TYPE M,GRADE P,CLASS 25 ° REMOVE AFTER CONCRETE HAS
<br /> PETROLEUM RESISTANT SEALANT.USE"SEALTIGHT c CURED AND FILL JOINT WITH SEALANT NEW FIBER REINFORCED CONCRETE NEW FIBER REINFORCED CONCRETE
<br /> GARDOX"OR EQUAL.112"DEEP d ° 1/2"EXPANSION JOINT MATERIAL PER SPECIFICATIONS PER SPECIFICATIONS „°,„E°,= °°.�, ,,,,, ,,,°xR
<br /> CHAMFER SLAB CORNERS WHERE MEETING ° d 9 SHALL COMPLY WITH ASTM D1751.
<br /> ASPHALT PAVING ONLY. SQUARE CORNERS ° JOINT FILLER CAST IN PLACE DEVELOPMENT INFORMATION.
<br /> WHERE MEETING CONCRETE. ° 4'
<br /> a 6"MIN.FIBER REINFORCED UNDERGROUND STORAGE
<br /> CONCRETE DRIVE SLAB.SEE
<br /> sPECIFIcnrloNs ABOVE. TANK STANDARDS
<br /> ELEMENTTP01
<br /> EXPANSION CONSTRUCTION JOINT AT DISPENSER EXPANSION CONSTRUCTION JOINT AT NEW PAVEMENT V-1 5.0 2023 SERIES
<br /> CSCALE:N.T.S. — V SCALE:N.T.S.
<br /> SITEADDRESS:
<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 /> O JOINT SEALANT INSTALLATION IN PAVEMENT SHALL 25 PETROLEUM RESISTANT SEALANT.USE
<br /> 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 EASIER NEW PAVEMENT
<br /> _EXIISTING PAVEMENT DESIGNED BY: AAK ALLNNCE380M:
<br /> V-O"CHAMFER(TYP.) INSTALL"SNAP CAP"OR EQUAL,REMOVE
<br /> d ° ° AFTER CONCRETE HAS CURED AND FILL cxeosr. REPM.
<br /> c ° d a n JOINT WITH SEALANT wry er. TAFA NCE PM.
<br /> n n °d g ;
<br /> 1/2"EXPANSION JOINT MATERIAL lox. PRmEcr rvo.
<br /> ° a • SHALL COMPLY WITH ASTM D1751. CA-4795
<br /> JOINT FILLER CAST IN PLACE
<br /> ° '4A DRAWING TITLE:
<br /> d a a MISCELLANEOUS
<br /> 3/4"DIA.X 18"L.GREASED OR
<br /> COATED STEEL DOWEL @ 18"O.C. DRILL EXISTING CONCRETE DETAILS
<br /> FOR DOWEL PLACEMENT
<br /> TYPICAL TANK SLAB REINFORCING SHEET NO:
<br /> �l SCALE:1/4"=1'-0"
<br /> E CONTROL JOINT (SAWED) F EXPANSION JOINT AT NEW AND EXISTING PAVEMENT FS- 1
<br /> SCALE:N.T.S. SCALE:N.T.S.
<br />
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