|
NOTES: UST INSTALLATION --- D mmah,
<br /> TANK SLAB VARIES WITH - -- -_�
<br /> OVERALL
<br /> i NUMBER AND DIAMETER OF TANKS- - Specifications " „ RUN.
<br /> f Tank Slab Concrete
<br /> 2 O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1 RISE OVER 12
<br /> I 3,-0"
<br /> TYP.; \ .�\
<br /> FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br /> 2 CONCRETE. CONCRETE STRENGTH SHALL BE 4,000 PSI fc AT 28 DAYS, ':_:: »; :»<:_>
<br /> UNLESS OTHERWISE NOTED ON THESE DRAWINGS:
<br /> U MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS O HOWEVER THE MINIMUM DESIGN STRENGTH IS 2,500 PSI fc AT 28 DAYS.
<br /> 1. a. CONCRETE — REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) 5 THIS CONCRETE SPECIFICATION IS A VOLUNTARY UPGRADE, THERFORE
<br /> O6 iv a- b. CEMENT — TYPE I/II, SULFATE RESISTANT AFTER PLACEMENT.
<br /> NO SPECIAL INSPECTION OR TESTING IS REQUIRED.
<br /> „ c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES)
<br /> / e 48 DIA. TURBINE 1 3 4 6, PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" GLOBAL FUELS TECHNOLOGY
<br /> AND VENT STAGE II d. 28 DAY CONCRETE STRENGTH (f'c): 4,000 PSI - SLAB O 150 WARRENVIW: ROAD
<br /> i MINIMUM DESIGN IS BASED ON 2,500 PSI. THIS IS A VOLUNTARY UPGRADE. THEREFORE NO CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER FROM SURFACE. NAPERVILLE, IWNOIS 60563-8473
<br /> VAPOR RECOVERY SPECIAL INSPECTION OR TESTING IS REQUIRED. 3 OF THE UBC, IS PROVIDED. REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) #4 REBAR 60"
<br /> SUMP (TYP.) e. SLUMP S 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENTRESULTS, O IN LENGTH FOR LARGE MANHOLES 30" FOR SMALL MANHOLES. PLACE NATIONAL SITE ADAPT CONSULTANT:
<br /> f. SHRINKAGE — 0.05% MAXIMUM 7, SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST REBAR 6" FROM SIDES OF BOX.
<br /> g. ENTRAINED AIR RANGE — 2% TO 4% TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN
<br /> i SAWED CONTROL JOINTS 78" & MAX OF 3/4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS.
<br /> CONTROL JOINTS TO 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES UNLESS
<br /> OTHERWISE NOTED 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. O ALLD BS IITUTES UST BE APPROVED BY MANUFACTURER'S & OWNER'S
<br /> BE "TOOLED" WITH FIELD
<br /> 3 8" RADIUS ON THESE DRAWINGS. THICKEN EDGES AT MANHOLES AND SLAB ENDS.
<br /> � 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST
<br /> z
<br /> 3. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM 7 DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. O COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR
<br /> I - 1/2 GALLONS OF WATER PER SACK. ADD 1 .0 TO 1.5 LB STEALTH FIBER REINFORCING PER CU. PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING
<br /> Y YD. CONCRETE. INTO TANK. ®t��®r Ryan ®nC.
<br /> z 10, MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318
<br /> ~ I 4. REINFORCING STEEL - SUMP CAGES AT ALL OPENINGS SHALL BE #4 REBAR. (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). O CORNERSNER WHEREERE MEETING ING CO CRETE. PAVING ONLY. SQUARE
<br /> CUT 47 SIERRA CT. SUITE J
<br /> 67
<br /> 7
<br /> 42" DIA. FILL & 1 3 4 DUBLIN, CA. 94568
<br /> o SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND
<br /> VAPOR VAPOR (925) 551-7555
<br /> ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED
<br /> RECOVERY SUMP
<br /> 8
<br /> BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL I
<br /> (TYP-) LOCATION SIGN—OFF SHALL BE DOCUMENTED. MASTER DRAWING RELEASE HISTORY I
<br /> z
<br /> o VERSION
<br /> TE
<br /> 0 OXX V-0 MAY 000 X
<br /> r w a�
<br /> e ALTOMBELOWEGRADE SHALLBE
<br /> 7 MIN. FIBER REINFORCED `
<br /> °� NOTES: CONCRETE SLAB. SEE Coxx v-1 FEB 2001
<br /> z OPENINGS IN SLAB TO HAVE 1-1/7_" LIQUID TIGHT AND LOCKABLE SPECIFICATIONS ABOVE.
<br /> o CROWN (TMP ) 4 CONCRETE
<br /> P.S.I. AB DESIGN Coxx V-2 JUNE 2001
<br /> TANK PA8 DAYS
<br /> D SHALL EXTEND A MINIMUM COXX V-3 JAN 2002
<br /> 2'-0" BEYOND OUTSIDE WALLS OF 18" H
<br /> 18" 18" COxX V-4 JUNE 2002
<br /> TANKS, AND MUST COVER THE ENTIRE A.C. PAVING 1-1/2" 18 1-1/2" (TMP ) (TYP.) A,C. Coxx V-5 FEB 003 0
<br /> FOOTPRINT OF THE TANKS. IN ORDER THICKENED (TYP. ALL) (TMP ) (TMP ) (TMP. ALL)
<br /> TO PROVIDE FOR PROPER TANK HOLD PAVIi�IG Coxx v-o JULY 2004
<br /> CONCRETE EDGE _ L. - COXX V-7 MARCH 2006
<br /> DOWN, AND TO 'PREVENT ACCIDENTAL _ ^u
<br /> Y w L
<br /> z � � DRILLING INTO TANK. Z � u' _ _ �' Coxx V_6 JULY 2007
<br /> Q a Coxx V-8.1 DEC 2008 0l
<br /> CHAMFER SLAB CORNERS WHERE • v w °— `-
<br /> MEETING ASPHALT PAVING ONLY. o °•�o:o °.s;o ° ��$••0.° COXx v. s o JAN 2010 2
<br /> Q ° �` ... ............................... Vim° 3" PEA-GRA`✓EL MIN. TO
<br /> SQUARE CORNERS WHERE MEETING 6
<br /> CONCRETE. 3" PEA-GRAVEL PREVENT LOAD TRANSFER 0
<br /> MIN. TO PREVENT TO TANK TOP 0 N
<br /> o LOAD TRANSFER NO. DATE REVISION DESCRIPTION
<br /> f TO TANK TOP 0-
<br /> #4
<br /> #4 AROUND ALL o
<br /> r f PENETRATIONS 2
<br /> I � \ 3 4 3 0
<br /> NOTE:
<br /> 4
<br /> NOTE: CONTRACTOR IS REQUIRED TO THICKEN CONCRETE SLAB AT TANK FILL AND TURBINE s N
<br /> ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION
<br /> O N CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. s o
<br /> � OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481 REQUIREMENTS. NOTE
<br /> THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM THAT THE THICKNESS MAY VARY BETWEEN THE FILL AND TURBINE SUMPS AND IS ALSO E
<br /> ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE DEPENDENT UPON EXISTING SITE CONDITIONS. CONTRACTOR WILL BE REQUIRED TO
<br /> A
<br /> PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT a
<br /> AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. MET AS DETERMINED BY THE GOVERNING JURISDICTION. 9 a
<br /> a
<br /> 1'-0" CHAMFER 7" MIN. FIBER REINFORCED
<br /> (TTP,) CONCRETE SLAB. SEE D
<br /> 7 SPECIFICATIONS AT RIGHT. SECTION AT TANKS !
<br /> O sLAs En
<br /> CONCRETE SLAB DESIGN A II :
<br /> NIC SLAB REINFORCING 4 000 P.S.I. 0 28 DAYS SCALE: 1/2" = 1'-0" 0
<br /> TYPICAL TA ,
<br /> 2 0
<br /> NOT TO SCALE
<br /> 3/8" EXPANSION JOINT SEAL- °
<br /> U
<br /> JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY
<br /> WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 1/4" RADIUS TOOL EDGE ��r1 a4, C� a
<br /> PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" I INSTALL EXPANSION BOARD U'
<br /> 3/8" EXPANSION JOINT OR EQUAL. 1-1/2" DEEP CAP SEAL (TYPICAL)
<br /> "WESTEC ENVIROSTOP TPE-R"
<br /> 1/4" RADIUS TOOL EDGE C. 1 c
<br /> + � / OR EQUAL
<br /> C
<br /> � o �I E . 0 31111 * �
<br /> PRODUCT SYMBOLOGY INSTALL EXPANSION BOARD a i o ° 3/8" EXPANSION JOINT ��y
<br /> - JOINT SEALANT INSTALLATION IN PAVEMENT CAP SEAL (TYPICAL) g °
<br /> w lid MATERIAL SHALL COMPLY WITH SCF CAL��O U°
<br /> SHALL COMPLY WITH ASTM C 920 TYPE M, "WESTEC ENVIROSTOP TPE-R" } � ASTM D1751. JOINT FILLER
<br /> GRADE P, CLASS 25 PETROLEUM RESISTANT OR EQUAL
<br /> Q W Q CAST IN PLACE v
<br /> OPTION: SEALANT. USE "SEALTIGHT GARDOX" OR
<br /> �� < d d 4 3 8" EXPANSION JOINT � � � � �, CONFI �Tlas6TY �TATEMENZ ~
<br /> PAINT API PRODUCT EQUAL. 1-1/2 DEEP / d
<br /> MATERIAL SHALL COMPLY WITH d a THE REGPIE�:T OF THESE MATERIALS UNDERSTANDS THAT I
<br /> CODE C 0 LO R 0 N LID a d
<br /> COPYRIGHT IN THE MATERIALS IS CCOR BY BP, AND ALSO,
<br /> ASTM D1 751. JOINT FILLER THAT THE MATER;AIS CONTAIN PRlYILEGED AND CONFIDENTIAL r
<br /> 4 CAST I N PLACE �aI t� BUSINESS'AGREES T O OF 13P, ACCORDINGLY,THE N
<br /> NE4'Y FIBER IRC iNFORCED CONFIDENCE
<br /> E AND
<br /> GR RETAIN THESE CLOSET M STRICT
<br /> NEW FIBER REINFORCED r � [ (ONFlDENCE AND AGREES NOT TO DISCLOSE THESE
<br /> I. SLAB ACCESS B C X C O I v C R�L�= NOT
<br /> M TO ANY OTHER PARTY AND FURTHER AGREES
<br /> RECIPIENT
<br /> d CONCRETE I�` n :'=hTI0N5 NOT TO TO U E IHES A RI MATERIALS. THE LIMITED T
<br /> I WITHOUT UT LID 0 ` I �— I D COLLAR LLAR P�I� �. C l (�4r AGREES TO AND THE MATERIALS ONLY RE THE UNITED �
<br /> SHOWN � I PER SPECIFICATIONS PURPOSE FOR WHIG! 3P HAS MADE THE MATERIALS /
<br /> AVAILABLE, AND REgPIENT AGREES TO RETURN ALL
<br /> MATERIALS TO BP EITHER UPON COMPLETION OF THE C
<br /> NEW FIBER REINFORCED INTENDED PURPOSE OR UPON THE REQUEST OF BP,
<br /> WHICHEVER COMES FIRST. �
<br /> f EXPANSION CONSTRUCTION
<br /> JOINT AT DISPENSER ISLAND (TYPICAL). CONCRETE EXPANSION CONSTRUCTION JOINT AT NEW PAVEMENT (TYPICAL).
<br /> PIPE AND
<br /> PER SPECIFICATIONS NOT TO SCALE BP DOES NOT AND CANNOT WARRANT THAT THE PLANS FOR /
<br /> NOT TO SCALE PETROLEUM STORAGE AND DISPENSING ARE COMPLIANT BE N
<br /> SYMBOL L C 0 LO R S ALL LEGAL REQUIREMENTS THAT DOES
<br /> OR AS THEY MAY BE C
<br /> TEXT SY" APPLIED IN THE FUTURE.DELIVERY
<br /> DOES BP WARRANT THAT A C
<br /> FUELING STORAGE AND DE]J4ERY SYSTEM CONSTRUCTED IN •3
<br /> I. „ CONFORMITY WITH THESE PLANS WILL BE FREE OF ALL C
<br /> 3 [� JOINT LEAKS YOU ARE ACCORDINGLY STRONGLY ENCOURAGED TO L
<br /> JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY CONSULT WITH A FUELING STATION ENGINEER OF YOUR
<br /> WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 CHOOSING TO INDEPENDENTLY EVALUATE WHETHER THESE
<br /> 1 4" RADIUS TOOL EDGE PLANS ARE TRULY SUFFI SYSTEM
<br /> FOR CONSTRUCTING THE /
<br /> PREMIUM UNLEADED S ON RED CIRCLE PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" / STORAGE AND DELIVERYINFOYSTEM AT YOUR STATION. C
<br /> GASOLINE WHITE CROS 6" ACCESS PORT
<br /> ° OR EQUAL. 1-1/2" DEEP DEVELOPMENT INFORMATION: E
<br /> -- INSTALL EXPANSION BOARD
<br /> FILL PORT EXISTING PAVEMENT
<br /> NEW PAVEMENT ___ __________________ __ CAP SEAL (TYPICAL) UNDERGROUND STORAGE o
<br /> STAGE I VAPOR c� "WESTEC ENVIROSTOP TPE-R"
<br /> MID—GRADE UNLEADED OSS ON BLUE CIRCLE RECOVERY a TANK STANDARDS
<br /> GASOLINE WHITE CR OR EQUAL
<br /> GA ° I ° ELEMENT TPO1 Cn
<br /> ° w g °. 3/8" EXPANSION JOINT
<br /> / V-9.0 2010 SERIES ,.
<br /> `
<br /> ASTM D1751. JOINTFILLER
<br /> WITH CALIFORNIA MARKET ry
<br /> REGULAR UNLEADED LACK CROSS ON WHITE CIRCLELd
<br /> GASOLINE ° a ' CAST IN PLACE LID
<br /> o
<br /> `, o
<br /> THIS AREA TO ° d I SITE ADDRESS:
<br /> d DRILL EXISTING CONCRETE o
<br /> FOR DOWEL PLACEMENT O
<br /> AUTO YELLOW HEXAGON grey or white _
<br /> DIESEL n /
<br /> 3/4" DIA. X 18" L. GREASED STEEL o
<br /> ¢ 4x4 HIGHWAY 00
<br /> `( ORANGE CIRCLE STAGE I VAPOR RECOVERY
<br /> REFLECTOR MARKER DOWEL CSD 18" O.C.
<br /> VAPOR RECOVER ---- FOR PRODUCT Lu
<br /> FILL PORT ° IDENTIFICATION.
<br /> COLORED PER API EXPANSION JOINT AT NEW AND EXISTING PAVEMENT (TYPICAL) Q
<br /> I STANDARDS. EPDXY DESIG'M BY: SHK/o ALLIANCE Z&W* DB v)
<br /> NOT TO SCALE
<br /> ON WHITE FIELD B� CONTRACTOR
<br /> BLACK TRIANGLE CHEM eY: SHK/o BP RPM: DB o
<br /> E OBSERVATION WELL JOINT SEALANT INSTALLATION IN PAVEMENT SHALL COMPLY ALLIANCE J
<br /> I WITH ASTM C 920 TYPE M, GRADE P, CLASS 25 ' BY: GRS/® ' DB uJ
<br /> PETROLEUM RESISTANT SEALANT. USE "SEALTIGHT GARDOX" SAWED JOINT 1�� X 2 DEPTH WITH , PRO ECT Na �
<br /> �I��OL� OR EQUAL. 2" DEEP FLARED EDGE EASER ���'®
<br /> -.1
<br /> REF: API 1637 PRODUCTS 01/04/2010 0
<br /> d DRAWING TITLE: a
<br /> NOTE: THE ABOVE SYMBOLS REPRESENT INDUSTRY 1 - a a
<br /> TANK SLAB
<br /> GUIDELINES FOR PRODUCT IDENTIFICATION. CONSULT THIS AREA TO grey or white z a N d ° d�IDENTIFICATIONINARKINGDETAILS �
<br /> U) g
<br /> LOCAL DISTRIBUTION MANAGER FOR LOCAL METHOD °
<br /> OF PRODUCT IDENTIFICATION TO BE USED. 8" ACCESS PORT TO BEOf
<br /> ORIENTATED TO THE SAME SIDE Q
<br /> �a d 4 a /
<br /> AS TANK LEVEL GAUGE SHEETNO:
<br /> a a
<br /> API STANDARD COLORS
<br /> a
<br /> I UNLEADED PREMIUM - RED o
<br /> REGULAR UNLEADED - WHITE
<br /> I UNLEADED PLUS - BLUE mm5,3,2�1 w1
<br /> ACCESS COVER IDENTIFICATION AUTO DIESEL - YELLOW
<br /> ILL /
<br /> STANDARD TWO POINT F CONTROL JOINT (SAWED) XX NOTE: INDICATES ITEMS FOUND ON
<br /> I DAPI COLOR AND IDENTIFICATION SYMBOLS SCALE: 1/2" = 1'-0" NOT TO SCALE MATERIALS LIST SHEET M.5.3.01 & M.5.3.02
<br /> STANDAR
<br /> SCALE: NONE
<br /> i
<br />
|