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OVERALL TANK SLAB VARIES WITH Concrete Slab Specifications ® NOTES: UST INSTALLATION CLIENT:
<br /> 01 NUMBER AND DIAMETER OF TANKS
<br /> 2' CALIFORNIA VARIANT: bp
<br /> TYP, 1. CONCRETE SLAB OVER TANKS WITH A MINIMUM 8" THICK FIBER REINFORCEMENT TO BE USED. REINFORCE CONCRETE SLAB AROUND CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 2 1/2 3 1/2, WITH A MAXIMUM 7
<br /> MANHOLES WITH (4) #4 REBAR, 60" IN LENGTH FOR THE LARGE MANHOLES AND 30" FOR SMALL MANHOLES PLACE REBAR 6" FROM REINFORCING
<br /> GALLONS OF WATER PER SACK. ADD 3.0 LB MACRO (STRUCTURAL) FIBER PER CU. YD. O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br /> REINFORCING CONCRETE.
<br /> SIDES OF BOX. SEE RECIPE BELOW.
<br /> 2. THICKEN CONCRETE SLAB AT DISPENSER SUMPS AND TANK FILL AND TURBINE SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW O FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br /> o_ O THE TOP OF THE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481 REQUIREMENTS. REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE #4 REBAR. CONCRETE.
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<br /> 3. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK FIBER REINFORCED CONCRETE TO BE USED. SEE RECIPE MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4"
<br /> TURBINE AND ATG BELOW. 3 FROM SURFACE.
<br /> SUMP (TYP.) 4. CONCRETE FORMLESS ISLAND WITH A 6" HEIGHT ABOVE FINISHED GRADE FIBER REINFORCED CONCRETE TO BE USED. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) #4 REBAR 60"
<br /> SEE RECIPE BELOW. INSPECTION, IN ACCORDANCE WITH 2O22 CALIFORNIA BUILDING CODE, IS PROVIDED. O IN LENGTH FOR LARGE MANHOLES 30" FOR SMALL MANHOLES. PLACE
<br /> SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT REBAR 6" FROM SIDES OF BOX.
<br /> CONCRETE MIX RECIPE. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE NO LESS THAN 2" LEAST 7 DAYS BEFORE PLACING CONCRETE. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN
<br /> o AND NO MORE THAN 4" FROM SURFACE. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. O )�" & MAX OF %" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS.
<br /> ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S
<br /> 1 3 4 UNLESS OTHERWISE NOTED ON THESE DRAWINGS: FIELD REPRESENTATIVE.
<br /> � a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT.
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<br /> b. CEMENT — TYPE 1/II, SULFATE RESISTANT TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST
<br /> z CONTROL JOINTS TO c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGNO COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR 114
<br /> a I BE "TOOLED" WITH d. 28 DAY CONCRETE STRENGTH (f c): AND PLACEMENT OF CONCRETE). PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING
<br /> INTO
<br /> 3/8" RADIUS 4,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) MANHOLE CROWNS: CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE
<br /> w e. SLUMP - 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN (1" RISE O CORNERS WHERE MEETING CONCRETE. ARCO
<br /> 0 f. SHRINKAGE - 0.05% MAXIMUM
<br /> OVER 12" RUN) OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S
<br /> g g. ENTRAINED AIR RANGE - 2% TO 4% ENGINEER, THE BP PROJECT MANAGER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM ON THE SEES SHEET o:2 FOR ACTUAL TANK SIZES, PLACEMENT, AND
<br /> 42" DIA. FILL &z VAPOR VAPOR BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL
<br /> TANK INSTALLATION CHECKLIST. Og ORIENI"A-fIOt�.—F�AL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BP WEST COAST PRODUCTS, LLC
<br /> 0
<br /> o RECOVERY SUMP PRODUCT IDENTIFICATION MARKINGS: LOCATION SIGN—OFF SHALL BE DOCUMENTED. NO. DATE DESCRIPTION
<br /> w WITH STAGE II & CONTRACTOR TO INSTALL PRODUCT IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE
<br /> (TYP.) SPECIFIC DETAIL DRAWINGS.
<br /> m I VENT TYP. � 04/26/24 REV. PER EHO CORRN.
<br /> z SAWED CONTROL JOINTS 0
<br /> 0Cn
<br /> 0
<br /> z ALL MANHOLE ACCESS COVERS
<br /> 12 TO BELOW GRADE SHALL BE TANK SLAB SHALL BE THICKENED 8" MIN. FIBER REINFORCED 0
<br /> LIQUID TIGHT AND LOCKABLE AT TANK SUMP EXTEND TO WHERE 0
<br /> (TYP.)
<br /> TO MONITORING END AT THE SUMP SPECIFICATIONS BABOVE. 2O
<br /> TYP. CONCRETE SLAB DESIGN
<br /> � A.C. PAVING _ / �� 18" 18" / ,> 18" Of 18"
<br /> Z NOTES: 1TYP. ALL (TYP.) (TYP 1-1 2 TYP (TYP.) 4,000 P.S.I. @ 28 DAYS 0
<br /> THICKENED ( ) (TYP. ALL) ( ) A.C. 7
<br /> z OPENINGS IN SLAB TO HAVE 1-1/2" CONCRETE EDGE PAVING
<br /> J CROWN a . ' ° ° ° s
<br /> Q TANK PAD SHALL EXTEND A MINIMUM ° a 00 Z o o °
<br /> w 2'-0" BEYOND OUTSIDE WALLS OF ° ¢" < 5 A
<br /> V) Q a i o
<br /> o )> TANKS, AND MUST COVER THE ENTIRE ° Q Li � >>
<br /> FOOTPRINT OF THE TANKS. IN ORDER
<br /> TO PROVIDE FOR PROPER TANK HOLD boo°a 0
<br /> DOWN, AND TO PREVENT ACCIDENTAL $$off ��$ 'O 3" PEA-GRAVEL MIN. TO Q
<br /> DRILLING INTO TANK. 3" PEA-GRAVEL PREVENT LOAD TRANSFER A
<br /> CHAMFER SLAB CORNERS WHERE MIN. TO PREVENT TO TANK TOPOA
<br /> MEETING ASPHALT PAVING ONLY. TOA TANK ATOPER #4 AROUND ALL 0
<br /> N CL O SQUARE RETE.CORNERS WHERE MEETING A O PENETRATIONS 3 4
<br /> NOTE:
<br /> NOTE: SEAL:
<br /> q ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2 CONTRACTOR IS REQUIRED TO THICKEN CONCRETE SLAB AT TANK FILL AND TURBINE
<br /> _ CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION
<br /> 1'-0" CHAMFER 2 8" MIN. FIBER REINFORCED THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481 REQUIREMENTS. NOTE THAT THE THICKNESS MAY VARY BETWEEN THE FILL AND TURBINE SUMPS AND IS ALSO �FESS/0
<br /> (TYP.) O CONCRETE SLAB. SEE ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE DEPENDENT UPON EXISTING SITE CONDITIONS. CONTRACTOR WILL BE REQUIRED TO
<br /> SPECIFICATIONS AT RIGHT. PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT �
<br /> CONCRETE SLAB DESIGN AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. MET AS DETERMINED BY THE GOVERNING JURISDICTION. _
<br /> 4,000 P.S.I. @ 28 DAYS , NO. 36475
<br /> * XP. 6-30-24 �
<br /> Q SLAB SECTION AT TANKS ��-3
<br /> TYPICAL TANK SLAB REINFORCING " ' SCALE: 1/2" = 1'-0" TF o�
<br /> NOT TO SCALE CALIF
<br /> 1/2" EXPANSION JOINT
<br /> CONCRETE SIDE AND EDGES OF ISLAND TO JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY
<br /> ISLAND HAVE SMOOTH TOWELED FINISH. ELECTRICAL CONDUIT WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 1/4" RADIUS TOOL EDGE
<br /> DESIGN WITH TOP TO HAVE MEDIUM BROOM PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX"
<br /> 4,000 P.S.I. FINISH POUR CONCRETE WITHIN THE
<br /> ELECTRICAL OFFSET OPENING CAULK WITH "VULKEM 1 16" OR OR EQUAL. 1/2" DEEP INSTALL "SNAP CAP" OR w
<br /> EQUAL, REMOVE AFTER
<br /> STEEL FRAME BETWEEN OTHER SUITABLE HYDROCARBON - CONCRETE HAS CUREED AND w co
<br /> EQ. EQ. 01 DISPENSER SUMP, SEAL WHERE RESISTANT CAULK a N o FILL JOINT WITH SEALANT Q rn
<br /> z 0 CONCRETE OR CONDUIT MEET 4 ° z
<br /> 'Q6 V) � z 4 1/2" EXPANSION JOINT U Q 0° o
<br /> 4 w d °a STEEL. SEAL THE DOWNSIDE OF DISPENSER w g ° MATERIAL SHALL COMPLY WITH z r- N
<br /> °a SIDE B o THE SLOPE AND THE CONDUIT z - CO r
<br /> d ° d a ° ° AREA WITH "VULKEM 1 16" DISPENSER > w 4 CAST IN PLACE DINT FILLER (� o r
<br /> ° d d a a d 44 ° BASE MOUNT DISPENSER ISLAND ° 4 a o ° o Ir a0 v x
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<br /> 4 � w U) Z } LL
<br /> d ° a U I I EL � � zo
<br /> _ Q z �
<br /> d w o SLOPE CONCRETE 4 NEW FIBER R CONCRETE CONCRNEW ETE
<br /> REINFORCED (I I) � ( z U zo
<br /> 1/2" EXPANSION JOINT PER SPECIFICATIONS
<br /> PER SPECIFICATIONS z
<br /> OPENING FOR UDC ° I � z � o z N
<br /> ° d OF SUMP i� UDC FRAME g w w z o --
<br /> 1/4" RADIUS TOOL EDGE z U) z
<br /> d w INSTALL "SNAP cAP" OR EXPANSION CONSTRUCTION JOINT AT NEW PAVEMENT (TYPICAL). c5 o
<br /> d
<br /> ° JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY EQUAL, REMOVE AFTER NOT TO SCALE °� w � w
<br /> d ° d d WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 a CONCRETE HAS CUREED AND Q Z O
<br /> d ° d d d ° PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" FILL JOINT WITH SEALANT
<br /> ° ° d 4 + °° 4 1/2" EXPANSION JOINT ,>JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY 1/2" JOINT z o-
<br /> d OR EQUAL. 1/2" DEEP 4 z
<br /> [\J4
<br /> WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 g
<br /> „
<br /> ° d SIDE A a MATERIAL SHALL COMPLY PETROLEUM RESISTANT SEALANT. USE SEALTIGHT GARDOX 1/4» RADIUS TOOL EDGE 0-
<br /> WITH ASTM D1751. JOINT OR EQUAL. 1/2" DEEP � � DEVELOPMENT INFORMATION:
<br /> FILLER CAST IN PLACE INSTALL "SNAP CAP" OR
<br /> a 4 NEW PAVEMENT EXISTING PAVEMENT EQUAL, REMOVE AFTER
<br /> --------------------------------- ------------
<br /> 4 CONCRETE HAS CUREED AND
<br /> 5'-0" N
<br /> a 4 4 a Ia Q a FILL JOINT WITH SEALANT
<br /> z
<br /> EXPANSION CONSTRUCTION JOINT AT DISPENSER ISLAND (TYPICAL). " MIN. FIBER w g a 1/2" EXPANSION JOINT
<br /> FORMLESS CONCRETE ISLAND PLAN VIEW REINFORCED CONCRETE E � � a MATERIAL SHALL COMPLY WITH
<br /> SCALE: 1"=1'-0" NOT TO SCALE DRIVE SLAB. SEE > w 4 4 ASTM D1751 . JOINT FILLER
<br /> SPECIFICATIONS ABOVE. w a a CAST IN PLACE
<br /> 4 4
<br /> ° A DRILL EXISTING CONCRETE SITE ADDRESS:
<br /> 1/2" EXPANSION JOINT FOR DOWEL PLACEMENT
<br /> ADDRESS
<br /> 1/4" RADIUS TOOL EDGE 3/4" DIA. X 18" L. GREASED OR 9036 THORNTON ROAD
<br /> COATED STEEL DOWEL @ 18" O.C. STOCKTON,CA 95209
<br /> INSTALL "SNAP CAP" OR EQUAL,
<br /> 1" TOOLED RADIUS (TYP.) 1 " TOOLED RADIUS (TYP.) REMOVE AFTER CONCRETE HAS
<br /> OPENING FOR CAST IN UDC CUREED AND FILL JOINT WITH EXPANSION JOINT AT NEW AND EXISTING PAVEMENT (TYPICAL)
<br /> OPENING FOR CAST IN UDC MINIMUM HEIGHT NOT TO EXCEED CENTERED IN ISLAND SEALANT NOT TO SCALE
<br /> DESIGNED BY:
<br /> CENTERED IN ISLAND 6" UNLESS APPROVED BY OWNER 1/2" EXPANSION JOINT MATERIAL
<br /> / JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY CHECKED BY:
<br /> SHALL COMPLY WITH ASTM D1751.JOINT FILLER CAST IN PLACE WITH ASTM C 920 TYPE M, GRADE P, CLASS 25
<br /> I z DRAWN BY: ER
<br /> d4 o PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" SAWED JOINT 1/4" X 2" DEPTH
<br /> ° a ° d4 io ° ° ° ° OR EQUAL. 2" DEEP WITH FLARED EDGE EASER DATE: PROJECT N0:
<br /> d d 4 ° 11/02/2023
<br /> d
<br /> d ° ° d .0 ° d 4 ° ,*4d d d ° d d d a 4 c °d d d d 4 4 DRAWING TITLE:
<br /> ° dNS
<br /> ° ° a d d a °° ° z ° 4 � N ° 4 4 TANK SLAB CONCRETE 4 AND IDENTIFICATION MARKING DETAILS
<br /> a a d d d ° 4 � g 4
<br /> w a 4
<br /> ° 4 d 44 ° d d AdW 4
<br /> - - - - - - - - --- - - - - - - - - - - - - -
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<br /> 4 4 a
<br /> 5'-0" 3'—O„ 4 114 4 SHEET NO:
<br /> 40 6" MIN. FIBER REINFORCED a 4
<br /> CONCRETE DRIVE SLAB. SEE 4 4a
<br /> SPECIFICATIONS ABOVE. a 4
<br /> FORMLESS CONCRETE ISLAND 5-0' SECTION FORMLESS CONCRETE USLAND 3'-0' SECTION M ,5 ,3 ,26
<br /> SCALE: 1"=1'—O" SCALE: 1"=1'—O" CONTROL JOINT (SAWED)
<br /> SMATERIALS
<br /> NOTE: INDICATES ITEMS FOUND ON
<br /> NOT TO SCALE LIST SHEET M.5.3.01 & M.5.3.02 VERSION 15.0 2023 SERIES
<br />
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