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OVERALL TANK SLAB VARIES WITH Concrete Slab Specifications NOTES:UST INSTALLATION CLIENT: NUMBER AND DIAMETER OF TANKS �� 2• CALIFORNIA VARIANT: CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 2 1/2:3 1/2,WITH A MAXIMUM 7 TYp, 1. CONCRETE SLAB OVER TANKS WITH A MINIMUM 8"THICK FIBER REINFORCEMENT TO BE USED.REINFORCE CONCRETE SLAB AROUND 1/2 GALLONS OF WATER PER SACK.ADD 3.0 LB MARCO(STRUCTURAL)FIBER PER CU.YD. Oi SLOPE CONCRETE AWAY FROM ALL MANHOLES 1"RISE OVER 12"RUN. MANHOLES WITH(4)#4 REBAR,60"IN LENGTH FOR THE LARGE MANHOLES AND 30"FOR SMALL MANHOLES PLACE REBAR 6°FROM REINFORCING CONCRETE. SIDES OF BOX.SEE RECIPE BELOW. 2. THICKEN CONCRETE SLAB AT DISPENSER SUMPS AND TANK FILL AND TURBINE SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW O CONCREEINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT iv O THE TOP OF THE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481 REQUIREMENTS. REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE4 REBAR. 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" TURBINE AND ATG BELOW 3 FROM SURFACE. 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)g4 REBAR 60" SEE RECIPE BELOW. INSPECTION,IN ACCORDANCE WITH CHAPTER 3 OF THE IBC,IS PROVIDED. 4> IN LENGTH FOR LARGE MANHOLES 30"FOR SMALL MANHOLES. PLACE SUBMIT MIX DESIGNS,WITH STRENGTH AND SHRINKAGE TEST RESULTS,TO OWNER'S ENGINEER AT REBAR 6'FROM SIDES OF BOX. 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 " o AND NO MORE THAN 4"FROM SURFACE. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. O )6"&MAX OF 4;"IN SIZE,FREE OF CLAY,SLAG,CINDERS,OR DEBRIS. 1 3 4 UNLESS OTHERWISE NOTED ON THESE DRAWINGS: ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S&OWNER'S r` a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE(150 LBS/CU FT) BEFORE PLACING CONCRETE,SECURE REINFORCING STEEL,ANCHOR BOLTS,DOWELS,AND OTHER FIELD REPRESENTATIVE. z b. CEMENT TYPE VII.SULFATE RESISTANT INSERTS IN POSITION TO PREVENT MOVEMENT. TANK PAD MINIMUM 2'-0 I- 6 "OFF OUTSIDE WALLS OF TANKS,AND MUSS >! 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 DESIGN O COVER THE FOOTPRINT OF THE TANKS.REQUIRED TO PROVIDE FOR BE'TOOLED"WITH d. 28 DAY CONCRETE STRENGTH(f'c): AND PLACEMENT OF CONCRETE). PROPERINTTANK HOLD DOWN,AND TO PREVENT ACCIDENTAL DRILLING 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 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 m I. SHRINKAGE - 0.05%MAXIMUM r� ¢ g. ENTRAINED AIR RANGE-2X TO 4R OVER 12"RUN)OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE.THE OWNER'S S ENGINEER,THE BP PROJECT MANAGER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM ON THE SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES,PLACEMENT,AND z 42"DIA.FILL& TANK INSTALLATION CHECKLIST. OB ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED �WW COAST PROpUCIS,LLL` p VAPOR VAPOR BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL 0 RECOVERY SUMP PRODUCT IDENTIFICATION MARKINGS: LOCATION SIGN-OFF SHALL BE DOCUMENTED. NO. DATE DESCRIPTION WITH STAGE II& CONTRACTOR TO INSTALL PRODUCT IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE m I VENT(TYP.) SPECIFIC DETAIL DRAWINGS. 1 z SAWED C060L JOINTS w ALL MANHOLE ACCESS COVERS TO BELOW GRADE SHALL BE TANK SLAB SHALL BE THICKENED 8"MIN. FIBER REINFORCED AT TANK SUMP EXTEND TO WHERE LIQUID TIGHT AND LOCKABLE TO MONITORING END AT THE SUMP SPECIFICATIONSTB 60VE. O (TMP') CONCRETE SLAB DESIGN SEE In A.C.PAVING 18" 18" 18" 18" y NOTES: THICKENED (NP.ALL) (TYPJ (NP. (TYP• ALL) (NP.) ) 4,000 P.S.I. 41 28 DAYS OPENINGS IN SLAB TO HAVE 1-1/2" CONCRETE EDGE PAVINGAl CROWN TANK PAD SHALL EXTEND A MINIMUM N.; (; 2'-0"BEYOND OUTSIDE WALLS OF { v� p TANKS,AND MM COVER THE ENTIRE w w FOOTPRINT OF THE TANKS.IN ORDER z - TO PROVIDE FOR PROPER TANK HOLDT.-T • MIN.TO DRLLINGND TO INTO TANK. ACCIDENTAL 3"PEA-GRAVEL PREVENT GLO DLTRANSF R CHAMFER SLAB CORNERS WHERE MIN.TO PREVENT TO TANK TOPOS LOAD TRANSFER MEETING ASPHALT PAVING ONLY. TO TANK TOP #4 AROUND ALL SQUARE CORNERS WHERE MEETING PENETRATIONS3 4 �+ O CONCRETE. Q NOTE: NOTE: SEAL: q L 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 _ CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION 1'-0"CHAMFER 2 8"MIN.FIBER REINFORCED THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS REM OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481 REQUIREMENTS. NOTE (TYP.) O CONCRETE SLAB.SEE ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE THAT THE THICKNESS MAY VARY BETWEEN THE FILL AND TURBINE SUMPS AND IS ALSO 7 DEPENDENT UPON EXISTING SITE CONDITIONS. CONTRACTOR WILL BE REQUIRED TO SPECIFICATIONS AT RIGHT. PAID. CONTRACTOR WILL BE REQUIRED UI REINSTALL ENTIRE DRIVE SLAB REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT CONCRETE SLAB DESIGN AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. 4,000 P.S.I.®28 DAYS MET AS DETERMINED BY THE GOVERNING JURISDICTION. '1'F' 36475 TYPICAL TANK SLAB REINFORCING SLAB SECTION AT TANKS # P.6-30-2 IVII- NOT TO SCALE CF CPU 1/2"EXPANSION JOINT CONCRETE IDE AND EDGES OF ISLAND TO JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY ISLAND HAVE SMOOTH TOWELED FINISH. ELECTRICAL CONDUIT WITH ASTM C 920 TYPE M,GRADE P, CLASS 25 1/4" RADIUS TOOL EDGE DESIGN WITH TOP TO HAVE MEDIUM BROOM PETROLEUM RESISTANT SEALANT. USE"SEALTIGHT GARDOX" 4,000 P.S.I. FINISH POUR CONCRETE WITHIN THE OR EQUAL. 1/2"DEEP INSTALL"SNAP CAP"OR w ELECTRICAL OFFSET OPENING CAULK WITH "VULKEM 116"OR EQUAL, REMOVE AFTER STEEL FRAME BETWEEN OTHER SUITABLE HYDROCARBON CONCRETE HAS CUREED AND w EQ. EQ. DISPENSER SUMP, SEAL WHERE RESISTANT CAULK a v FILL JOINT WITH SEALANT ¢ � 6 CONCRETE OR CONDUIT MEET z e 'e e' 1/2"EXPANSION JOINT V z m 2 STEEL. SEAL THE DOWNSIDE OF DISPENSER g e• Z d ,^OaSIDE'"B" O ° THE SLOPE AND THE CONDUIT a g•• MATERIAL SHALL COMPLY WITH —z m •d AREA WITH 'YULKEM 116" a¢ ASTM D7751. JOINT FILLER (�O m DISPENSER >w d CAST IN PLACE m Z_ BASE MOUNT a a• •o ¢<rL ••dDISPENSER ISLAND .e o. ° w LL-,O O A 'p LI_I ¢yLL 82 eed• a z0 a •� d NEW FIBER REINFORCED NEW FIBER REINFORCED a Z 8 i z m "' OPENING FOR UDC .'' t r .1 SLOPE CONCRETE 44 ' CONCRETE CONCRETE z Z¢z z n e 1 2"EXPANSION JOINT z UDC FRAME / PER SPECIFICATIONS PER SPECIFICATIONS z A. OF SUMP n 1/4"RADIUS TOOL EDGE LLJ z N? I EXPANSKDN CONSTRUCTION JONf AT NEW PAVEMENT(TYPICAL). 0 i O s I qE TALL"SNAP CAP"OR JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY AL, REMOVE AFTER NOT TO SCALE w n • 4 'd _ WITH ASTM C 920 TYPE M. GRACE P, CLASS 25 a CRETE HAS CUREED AND Q CD O d'a PETROLEUM RESISTANT SEALANT. USE"SEALTIGHT GARDOX" JOINT WITH SEALANT z a ' e• A+•• JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY 1/2'JOINT 2 • OR EQUAL 1/2"DEEP WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 z .d /2"IXPANSION JOINT PETROLEUM RESISTANT SEALANT. USE'SEALTIGHT GARDOX" 1/4"RDIUS TOOL EDGESIDE"A' v - ATERIAL SHALL COMPLY ITH ASTM D1751.JOINT OR EQUAL. 1/2"DEEP DEVELOPMENT INFORMATION: LLER CAST IN PLACE INSTALL"SNAP CAP"OR NEW PAVEMENT IXISTING PAVEMENT EQUAL, REMOVE AFTER CONCRETE HAS CUREED AND 5-0" A W \� FILL JOINT WITH SEALANT FORMLESS CONCRETE ISLAND PLAN VIEW EXPANSION CONSTRUCTION JOINT AT OWENSER ISLAND(TYPICAL). EINFOR REINFORCED CONCRETE �a g' e: 1/Y EXPANSION JOINT MATERIAL SHALL COMPLY WITH NOT TO SCALE DRIVE SLAB. SEE ¢ d ASTM D7751.JOINT FILLER SCALE: 1"=1'-0" SPECIFICATIONS ABOVE. a a• 'd CAST IN PLACE e ° DRILL EXISTING CONCRETE SITE ADDRESS 1/2"EXPANSION JOINT FOR DOWEL PLACEMENT ADDM 1/4"RADIUS TOOL EDGE 3/4"DIA.X 18'L.GREASED OR 26WESTMMCHLAIE COATED STEEL DOWEL® 18"O.C. TROCKIM CA OU INSTALL"SNAP CAP"OR EQUAL, 1"TOOLED RADIUS (TYP.) 1"TOOLED RADIUS(TYP. REMOVE AFTER CONCRETE HAS ftRA- CUREED AND FILL JOINT WITH EXPANSKON JOINT AT NEW AND EXISTING PAVEMENT(TYPICAL) OPENING FOR CAST IN UDC MINIMUM HEIGHT NOT TO EXCEED SEALANT NOT TO SCALE DESIGNED BY: CENTERED IN ISLAND 6"UNLESS APPROVED BY OWNER 1/2"EXPANSION JOINT MATERIAL SHALL COMPLY WITH ASTM D1751. JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY CHECKED BY. JOINT FILLER CAST IN PLACE WITH ASTM C 920 TYPE M, GRADE P,CLASS 25 DRAYM BY: ER A. _ _ PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" SAWED JOINT 1/4"X 2"DEPTH .e d ',• a' _ OR EQUAL 2"DEEP WITH FLARED EDGE EASIER 04)14)2021 DATE: PROJECT NO. e d. 7161 I °I d a. DRAWING TITLE: ' '.d e d aTANK SLAB CONCRETE SPECIFICATIONS e.a4 a AND IDENTIFICATION MARKING DETAILS 5'-0" D- ,a d e � SHEET NO: 6'MIN. FIBER REINFORCED c. o d CONCRETE DRIVE SLAB. SEE SPECIFICATIONS ABOVE. .a FORMLE98 CONCRETE BLAND 5-0' SECTION FOFiAALE88 CONCRETE U9LAND 3'-0" SECTION M.5.3.26 SCALE: 1"=1'-0" SCALE: 1"=1'-0" CONTROL JOINT(AWED) O NOTE: INDICATES ITEMS FOUND ON NOT TO SCALE XX MATERIALS LIST SHEET M.5.3.01 & M.5.3.02