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}
<br /> •
<br /> CLIENT-
<br /> TANK AND PIPING INSTALLATION SCOPE OE WORK
<br /> (1 1) METAL PIPE AND FITTINGS: bp
<br /> STANDARD: STEEL PIPE SHOWN ON THESE DRAWINGS TO BE MINIMUM SCHEDULE 40. METAL PRODUCT LINE FITTINGS TO BE MALLEABLE IRON CLASS MANHOLE CROWNS: CONTRACTOR PERFORMANCE: �.::..::;:
<br /> 150, GALVANIZED. ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY "ANVIL" (FORMALLY "GRINNELL") OR EQUAL SPECIFICATIONS AS FOLLOWS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A -
<br /> 1 1/2 CROWN (1 RISE OVER 12 RUN OF
<br /> I
<br /> THE CONTRACTOR WILL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED BY HIM UNDER THIS CONTRACTOR FOR A PERIOD OF TWO
<br /> I
<br /> DIMENSION'S MAI ERIAL GALVANIZING THREAD PRESSURE RATING CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER, THE BP PROJECT MANAGER WILL BE
<br /> YEARS FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK r
<br /> OF THIS CONTRACT BY THE OWNER AND THE ENGINEER AND PR ?
<br /> M.I. F!1?INGS PROVIDE' A BOND .� , •�;° :;,<<
<br /> REQUIRED TO SIGNOFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST.
<br /> (TEES, VALIDATE THIS GUARANTEE. ANY DEFECTS DEVELOPING WITHIN THE PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP PERFORMED HERE UNGER, s,
<br /> 150/PS) TOR WILL WILL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOR NOT THE OWNER OR ENGINEER. THE CONT TOR ACCEPT AND F=ILLY
<br /> CLASS 150/PN 20 ASME 616.3 ASTM A-197 ASTM A-153 ASME B.1 20.1 ASME 616.3 PRODUCT IDENTIFICATION MARKINGS: UNDERSTAND THIS PROVISION PRIOR TO CONTRACT BEING AWARDED AS NO C I r
<br /> CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED OR CO.'GORREC I IOFB , GLOBAL FUELS TECHNOLOGY
<br /> M.I. UNIONS CONTRACTOR TO INSTALL PRODUCT IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE SPECIFIC DETAIL DRAWINGS. OF FAULTY WORK OR DEFECTIVE MATERIALS. ANYTIME DURING THE CONSTRUCTION PERIOD, THE OWNERS REPRESENTATIVES AND THE FNS:A-CER I
<br /> RETAIN THE RIGHT TO REQUIRE THE CONTRACTOR TO REMOVE AND REINSTALL ANY EQUIPMENT OR MATERIALSFOLLOWING ,E c ,�NDARDS .S � 150 �IARRENVlLLE ROAD
<br /> CLASS 150/PN 20 ASME 816.39 ASTM A-197 ASTM A-153 ASME B.1 20.1 ASME B16.3 NOT . THE T
<br /> NYC VARIANT: CONTRACTOR TO INSTALL 10", 4000 PSI TANK SLAB PER NYC DESIGN DETAIL SHEETS. PRESENTED HEREIN OR ON THE DRAWINGS WITHOUT COST TO THE OWNER OR ENGINEER. NAPERVILLE, ILLINOIS 60563-8473
<br /> STEEL PIPE NIPPLESNATIONAL SITE ADAPT CONSULTANT.
<br /> CLASS 150/PN 20 ASTM A733 ASTM A-53 ASTM A-153 ASME B.1 20.1 ASME B16.3 CALIFORNIA VARIANT: CONTRACTOR TO THICKEN CONCRETE SLAB AT DISPENSER SUMPS AND TANK FILL AND TURBINE SUMPS SUCH I
<br /> (F OR E) THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER CONTRACTOR WILL PROVIDE PROOF OF PERFORMANCE BOND WITH SHOP DRAWINGS
<br /> STEEL PIPE AB-2481 REQUIREMENTS.
<br /> CLASS 150/PN 20 N/A ASTM A-53 ASTM A-153 ASME 8.1 20.1 ASME 816.3 PROVIDE 3 SETS OF SHOP DRAWINGS & SAMPLES FOR ALL EQUIPMENT, PRIOR TO ORDERING AND IN A TIMELY MANNER (AS DETERMINED BY THE
<br /> SCHEDULE 40 (F OR E) ENGINEER) SO NOT TO DELAY WORK, TO THE ENGINEER FOR APPROVAL. (CONDUIT, SWITCHES, CONDUCTORS, ECT.) WHERE SUBSTITUTIONS ARE
<br /> MADE. CONTRACTOR WILL INCLUDE COMPARISON DATA & SAMPLES FOR BOTH THE SUBSTITUTE AND SPECIFIED ITEMS FOR REFERENCE PURPOSES.
<br /> GASOLINE/ALCOHOL COMPATIBLE THREAD SEALANT TO BE USED ON ALL THREADED PIPE CONNECTIONS. (18) TESTING:
<br /> ANY METAL PIPE OR FITTING USED FOR PRODUCT, VENT, OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACK FILL MUST BE 100% COVERED WITH CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS AND PIPING AND PER INDUSTRY CONTRACTOR WILL PROVIDE LETTER TO ENGINEER CONFIRMING ALL EQUIPMENT AND TERMINATIONS ARE PROPERLY TORQUED - SIGNED BY
<br /> A 100 MIL. COATING OF COAL TAR EPDXY (ROSS COAT OR 3M SCOTCH WRAP #50 TAPE). RECOMMENDED PRACTICES (API & PEI). CONTRACTOR SHALL COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO LICENSED CONTRACTOR.
<br /> Ryan Inc.R.
<br /> OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER. CONTRACTOR WILL PROVIDE ACCURATE AND COMPLETE "AS BUILT" DRAWINGS TO OWNER AND ENGINEER AT TIME OF OWNER ACCEPTANCEALL O®toor -
<br /> (12) PIPING SUMP PENETRATION INSTALLATION: Y
<br /> PIPE TESTING: AS BUILT DRAWINGS TO BE 4 SETS OF BLUELINES OR PHOTO COPY PRINTS 24" X 36" AND TWO SETS (OWNER/ENGINEER) ON MAGNETIC 6747 SIERRA CT. SUITE J
<br /> STANDARD: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS. ALL PENETRATIONS OF THE SUMPS TO BE ON A LINE TOWARD THE CENTER OF ISOLATE THE PRODUCT TANKS AND DISPENSERS DURING PRESSURE TESTING OF LINES IN ORDER TO PREVENT DAMAGE. MEDIA & AUTOCAD 2000 (BY AUTODESK) COMPATIBLE. FAILURE TO DO SO WILL CONSTITUTE FORFEITURE OF ALL PAYMENTS DUE AND HOURLY
<br /> DUBLIN, 555
<br /> THE SUMP, NOT TO EXCEED MANUFACTURERS RECOMMENDED ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD THE DESIGN, ASSEMBLY, AND TESTING OF THE PIPING SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTION RATES OR $99.00/HOUR/MAN MINIMUM TO ENGINEER PAID BY CONTRACTOR FOR "AS BUILT" DEVELOPMENT. (925) 55151-77 555
<br /> AND COMPRESSION FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUM? SIDE WALLS MUST OF ANSI-831, AMERICAN NATIONAL STANDARD CODE FOR PRESSURE PIPING, NFPA 30, FLAMMABLE AND COMBUSTIBLE
<br /> BE SEALED WITH DOUBLE SIDED BULKHEAD FITTINGS IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD LIQUIDS CODE, AND AMERICAN PETROLEUM INSTITUTES RECOMMENDED PRACTICE 1615.
<br /> OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT. THE OWNER'S DURING CONSTRUCTION, BEFORE BACK FILLING, PIPING SHOULD BE ISOLATED FROM THE TANKS AND SUBJECTED TO A PIPE TIGHTNESS TEST. 19) E85 SCOPE OF WORK VARIANT: (REFER TO COMPLETE SCOPE OF WORK FOR CONSTRUCTION DETAILS) MASTER DRAWING RELEASE HISTORY
<br /> ENGINEER, THE BP PROJECT MANAGER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST. OTHER TESTING METHODS MAY ALSO BE ACCEPTABLE IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. A CONSTRUCTION PIPE TEST IS MOTE: AL
<br /> CONDUCTED AS FOLLOWS: L E-85 WORK IS CURRENTLY ON HOLD VERSION DATE
<br /> r MANUFACTURER ENTRY BOOT TYPE VARIANT: THE MAKE AND MODEL NUMBERS OF THE PIPING PENETRATION FITTINGS SHOWN IN THE DETAILS ARE E85 TANKS: COXx V-0 MAY 2000
<br /> i NOT SUBJECT TO CHANGE. SMITH FIBERCAST FRP BONDED ENTRY FITTINGS ARE REQUIRED FOR ALL PIPING PENETRATIONS. CONDUIT PENETRATIONS IN ADDITION TO SECTION N0. (1}, TANKS SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15%
<br /> ' A. THE PRODUCT PIPING TO BE TESTED IS ISOLATED AND PRESSURIZED WITH COMPRESSED AIR TO 150 PERCENT OF THE MAXIMUM SYSTEM Coxx v-1 FEB 2001
<br /> INTO SUMPS SHALL BE AS SPECIFIED ON THE PLANS. OPERATING PRESSURE (OR A MINIMUM OF 50 POUNDS PER SQUARE INCH GAUGE; MAXIMUM AS RECOMMENDED BY COMPONENT MANUFACTURER) GASOLINE.
<br /> FOR AT LEAST 30 MINUTES AND NOT MORE THAN 1 HOUR.
<br /> COXX V-2 JUNE 2001
<br /> E85 TANK SUMPS: Coxx V-3 JAN 2002 I
<br /> CALIFORNIA VARIANT: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS THAT MEET THE ADDITIONAL CRITERIA REQUIREMENT FOR CONTINUOUS B. ALL PIPING SURFACES INCLUDING VALVES, FITTINGS, JOINTS, AND SO FORTH ARE WETTED WITH A SOAP SOLUTION AND INSPECTED FOR IN ADDITION TO SECTION NO. 3 FIBERGLASS TANK SUMPS I
<br /> f HYDROSTATIC AND VACUUM MONITORING. BUBBLES. O, AND ASSOCIATED GLUE KITS SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH Coxx V-4 JUNE 2002 I
<br /> C. LEAKS, AS INDICATED BY BUBBLES, ARE REPAIRED OR REPLACED, AND THE PIPING RE-TESTED AS NECESSARY. ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15% GASOLINE.
<br /> I D. THE INNER PIPE WALLS SHALL BE TESTED FOR TIGHTNESS BEFORE CLOSING THE OUTER PIPE. THE OUTER PIPE MUST BE TESTED ATA 5 COXX V-5 FEB 2003
<br /> 13) DISPENSER INSTALLATION: POUNDS PER SQUARE INCH GAUGE MAXIMUM BEFORE BACKFILLING. CARE SHOULD BE TAKEN TO PREVENT OVER PRESSURIZATION OF THE E85 TANK LEVEL GAUGE INSTaI l aT1nN Coxx V-s JULY 2004
<br /> INTERSTICE. IT IS IMPORTANT THAT THE MANUFACTURER'S INSTRUCTIONS BE FOLLOWED. REPEAT BOTH TESTS AFTER BACKFILLING. x
<br /> VEEDER-ROOT ALCOHOL COMPATIBLE LIQUID GAUGE SHALL BE USED, AND SHALL BE FULLY COMPATIBLE FOR USE WITH GAS MIXTURES OF 85% Coxx v-7 MARCH 2006
<br /> ,.' STANDARD: CONTRACTOR TO INSTALL "WAYNE OVATION" STYLE DISPENSERS WITH INTEGRATED CARD READERS AND INTERCOM SYSTEM AS SHOWN ON ETHANOL & 15% GASOLINE.
<br /> -do_xX V-8 JULY 2007
<br /> SITE SPECIFIC DESIGN DETAIL SHEETS. DISPENSERS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALLATION TO INCLUDE WHEN THE PIPING IS INSTALLED AND OPERATIONAL, A HYDROSTATIC TEST OF THE PIPING, AS SPECIFIED IN NFPA 329, MAY BE REQUIRED BY U)
<br /> A A VA V A Coxx V-8.1 DEC 2008 =
<br /> DISPENSER ISLANDS, SINGLE WALL DISPENSER CONTAINMENT SUMPS, AND THE INSTALLATION OF ALL SHEAR VALVES, RISERS, PIPING CONNECTIONS CODES. E85 FILL AND STAGE I POR RECOVERY INSTALLATION: v
<br /> AND ALL PENETRATIONS INTO THE SUMPS. SEE TANK ELECTRICAL DRAWINGS FOR CONDUIT AND WIRING REQUIREMENTS. IN ADDITION TO SECTION NO. (5), BUCKETS, RISERS, CAPS, ADAPTORS AND ANY ADDITIONAL HARDWARE SHALL BE COMPATIBLE AND UL LISTED FOR Coxx V-9.0 JAN 2010
<br /> CAUTION: EXTREME CARE SHOULD BE EXERCISED IN CONDUCTING PIPE TIGHTNESS TEST. PRESSURIZED PIPING IS POTENTIALLY DANGEROUS USE WITH ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15% GASOLINE. STEEL RISERS AND FITTINGS SHALL CONSIST OF SCHEDULE 40 GALVANIZED
<br /> NOTE: "VISTA" H-FRAME DISPENSERS NOT TO BE USED FOR NEW BUILD CONSTRUCTION AND ONLY BY PRIOR APPROVAL OF LOCAL BP ENGINEER. BECAUSE OF THE POSSIBILITY OF VIOLENT RUPTURE. THIS TEST SHOULD BE CONDUCTED WITH MINIMUM EXPOSURE OF PERSONNEL AND WITHOUT OR MALLEABLE BLACK IRON. �
<br /> MOVING OR DISTURBING THE PIPING BEING TESTED. WHEN THE TEST IS COMPLETED, THE PIPING PRESSURE CAN BE REDUCED OR RELEASED E85 TURBINE-PUMP INSTALLATION: NO. DATE REVISION DESCRIPTION 0
<br /> i DISPENSER START UP: - START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE MINIMUM. COMPLETELY FOR THE REMAINDER OF CONSTRUCTION. REFER TO THE PIPING MANUFACTURER'S RECOMMENDATIONS. I d-
<br /> ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED ALCOHOL COMPATIBLE "AG" TYPE 3/4 H.P, TURBINE MOTORS SHALL BE USED, AND SHALL BE FULLY COMPATIBLE FOR USE WITH GAS MIXTURES a I
<br /> I SMITH FIBERCAST PIPING SHALL BE TESTED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. OF 85% ETHANOL & 15% GASOLINE. o
<br /> I
<br /> BACK TO THE CONTRACTOR e 2 �
<br /> I. E85 PRODUCT PIPING: o
<br /> VAPOR RECOVER PIPING MUST PASS ALL CARB BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY, & BLOCKAGE RATES. A/L TESTING
<br /> NYC VARIANT: DISPENSER SURFS SHALL BE BACK FILLED WITH PEA GRAVEL PER NYC CODE. DISPENSER ISLAND SHALL BE EQUIPPED WITH A FIRE L 3 �
<br /> h IS REQUIRED FOR "ASSISTED" STAGE II SYSTEMS (IF INSTALLED). NOTIFY THE BP PROJECT MANAGER TO COORDINATE. I
<br /> IN ADDITION TO SECTION N0. (8), 2" INSIDE 3" DOUBLE WALL FIBERGLASS PRODUCT PIPING SHALL BE CGMPAT€BLE AND UL LISTED 1=C°�: USE 'WITH
<br /> SUPPRESSION SYSTEM, SEE FIRE SUPPRESSION DETAILS FOR iNSTAL!�iTION REQUIREMENTS. ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15% GASOLINE.
<br /> ARCO BRANDED VARIANT: DISPENSERS INSTALLED WITHOUT CARD READERS IN DISPENSERS. CONTRACTOR TO INSTALL TWO (2) DOUBLE SIDED CONTAINMENT SUMP TESTING:
<br /> E85 VENT PIPING: !
<br /> PAYMENT ISLAND CASHIERS (PIC UNITS) AS SHOWN ON SITE SPECIFIC PLANS. START UP BY MANUFACTURERS REPRESENTATIVE. START UP PROBLEMS ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER rn
<br /> "
<br /> SINGLE WALL FIBERGLASS DEDICATED "NON-MANIFOLDED" VENT LINE, WITH A DEDICATED RISER.
<br /> DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. REFER TO ABOVE THE LEVEL OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETED TO ALL E85 SYSTEMS SHALL BE EQUIPPED WITH A 2 �
<br /> I ARCHITECTURAL CANOPY DRAWINGS FOR ADDITIONAL SITE PREP AND CONDUIT REQUIREMENTS. INSURE THAT THE SUMPS ARE WATERTIGHT OR CERTIFIED USING SUMP MANUFACTURER'S APPROVED TEST PROCEDURE TO INSURE THAT IN ADDITION TO SECTION NO. (9), VENT PIPING SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH ALCOHOL GAS MIXTURES OF 85% ETHANOL N
<br /> & 15% GASOLINE. o
<br /> ISUMPS ARE WATERTIGHT PER UST REGULATIONS. THE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION o
<br /> REQUIREMENTS
<br /> I CALIFORNIA VARIANT: DISPENSER SUMPS TO BE DOUBLE WALL AND INSTALLED WITH CONTINUOUS HYDROSTATIC MONITORING DEVICE PER AB-2481 CHECKLIST. E85 VAPOR RETURN PIPING: e 0
<br /> I
<br /> IN
<br /> CALIFORNIA VARIANT: ALL DOUBLE WALL SUMPS SHALL BE BRINE FILLED AND INSPECTED FOR TIGHTNESS THROUGHOUT THE INSTALLATION ALL E85 SYSTEMS SHALL BE EQUIPPED WITH A 2" SINGLE WALL FIBERGLASS DEDICATED "NON-MANIFOLDED" VAPOR RETURN LINE. IN ADDITION TO s
<br /> PROCESS ONCE SUMPS HAVE BEEN FILLED WITH BRINE SOLUTION. SECTION N0. (10), VAPOR RETURN PIPING SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH ALCOHOL GAS MIXTURES OF 85% ETHANOL & o
<br /> ' INSTALLATION OF HANGING HARDWARE:
<br /> 15% GASOLINE. o _
<br /> STANDARD: - CONTRACTOR TO INSTALL VAPOR ASSIST HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER '96' CARB EXECUTIVE ORDER FINAL SYSTEM TESTING: E85 DISPENSERS: II E
<br /> G-70-153-AD. SITES WHERE ORVR COMPATIBLE SYSTEMS ARE NOT REQUIRED AFTER COMPLETE INSTALLATION OF THE ENTIRE FUEL SYSTEM AND ALL PAVING, THE OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT E85 DISPENSERS SHALL BE UL LISTED WAYNE OVATION, WAYNE VISTA, OR GILBARCO ENCORE SERIES UPFITTED SPECIFICALLY FOR FOR USE WITH
<br /> ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15% GASOLINE, BY THE MANUFACTURER.
<br /> ARCO BRAND VARIANT - CONTRACTOR TO INSTALL ORVR COMPATIBLE BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER GARB
<br /> MANAGER, SHALL ARRANGE FOR A PRECISION TANK AND LINE TEST TO BE PERFORMED ON THE COMPLETE SYSTEM. SUCCESSFUL COMPLETION OF �.
<br /> , ,
<br /> SEAL• a
<br /> THIS TEST WILL BE REQUIRED FOR FINAL APPROVAL. THIS TEST SHALL ENSURE THAT ALL NEW TANK & PIPING SHALL MEET ALL FEDERALSTATEo
<br /> EXECUTIVE ORDER G-70-52-AM PER LOCAL STATUES. & LOCAL REQUIREMENTS FOR TIGHTNESS INTEGRITY, PRIOR TO START-UP OF SYSTEM. OPERATIONALLY TEST ALL OTHER EQUIPMENT, INCLUDING Ep ARC,
<br /> CALIFORNIA VARIANT - CONTRACTOR TO INSTALL ORVR/PHASE II EVR COMPATIBLE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER IMPACT (SHEAR) VALVES, LINK LEAK DETECTORS, LEAK DETECTOR ALARMS, AND EMERGENCY SHUTDOWN SWITCHES IN ACCORDANCE WITH THE E85 HANGING HARDWARE INSTALLATION• ki`��REY M• 3
<br /> APPLICABLE CARB EXECUTIVE ORDER WITH IN SYSTEM DIAGNOSTICS (ISD) PER LOCAL JURISDICTIONAL REQUIREMENTS. MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE (3) COPIES OF ALL CERTIFICATIONS & TEST RESULTS TO OWNER'S REPRESENTATIVE STANDARD: - CONTRACTOR TO INSTALL BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES COMPATIBLE AND UL LISTED
<br /> FOR USE WITH cv
<br /> OR HIS AGENT, THE BP PROJECT MANAGER. ALCOHOLGAS MIXTURES OF 85% ETHANOL & 15% GASOLINE.
<br /> NEW JERSEY VARIANT - CONTRACTOR TO INSTALL BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER GARB EXECUTIVE ORDER 3 ,,._
<br /> * o
<br /> TANK SYSTEM TEST METHOD CALIFORNIA ONLY AB-2481: Os/31/11 N
<br /> G-70-52-AM CALIFORNIA VARIANT - VERIFY LATEST GARB REGULATION AND AVAILABLE EXECUTIVE ORDERS SPE cA
<br /> BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE UNDERGROUND STORAGE TANK SHALL BE TESTED AFTER SPECIFIC TO E85 ,A ✓ ��
<br /> MISSOURI VARIANT - CONTRACTOR TO INSTALL BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER CARB EXECUTIVE ORDER co
<br /> INSTALLATION USING ONE OF THE FOLLOWING METHODS TO DEMONSTRATE THAT THE TANK IS PRODUCT TIGHT: �® F®e, °)
<br /> G-70-52-AM. NOTE ALL EQUIPMENT MUST HAVE 'MOPETP' EQUIPMENT APPROVAL NUMBER 1) ENHANCED LEAK DETECTION (ELD) BY TRACER CORPORATION. E85 SUMP SENSOR INSTALLATION:
<br /> PC o
<br /> I
<br /> 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED r BY A THIRD PARTY AND APPROVED BY THE BOARD. IN ADDITION TO SECTION NO. (14), SENSORS USED SHALL BE VEEDER-ROOT POSITION SENSITIVE, COMPATIBLE AND UL LISTED FOR USE WITH Z(14) SUMP SENSOR INSTALLATION: 3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT GAS PRESSURE TEST BY THE BOARD IN ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15% GASOLINE.
<br /> o
<br /> REGULATIONS ADOPTED PURSUANT TO THE APPLICABLE CHAPTER IN THE CODE. AN UNDERGROUND STORAGE TANK INSTALLED AND TESTED c
<br /> IN ACCORDANCE WITH THIS SECTION IS EXEMPT FROM THE REQUIREMENTS OF SECTION 25292.5. v
<br /> CONTRACTOR TO INSTALL ALL FILL SUMP, TURBINE SUMP AND DISPENSER SUMP SENSORS PER VEEDER ROOT INSTALLATION INSTRUCTIONS. SUMP E85 TANK ELECTRICAL INSTALLATION: rONFlDEENT O ETY rATaI NT
<br /> SENSORS TO BE INSTALLED IN SUMP HOLDERS MOUNTED TO SIDE OF SUMP WALLS SEE TANK DETAIL SHEETS FOR LIQUID SENSOR DETAILS.
<br /> ALL CONDUITS USED SHALL BE RIGID GALVANIZED. PVC, OR PVC COATED SHALL NOT BE USED THE RECIPIENT H THESE MATERIALS UNDERSTANDS THAT
<br /> COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO.
<br /> TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW LOWEST THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL
<br /> PENETRATION FITTING WITHIN SUMP AREA AT BOTTOM OF SUMP. SEE TANK ELECTRICAL DRAWINGS FOR MONITORING CONDUIT DETAILS AND SENSOR BUSINESS INFORMATION OF BP. ACCORDINGLY.THE
<br /> (20 BIO-DIESCL SCOPE OF WORK VARIANT: RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT N
<br /> AND PROBE WIRING DETAILS. TANK ELECTRICAL SPECIFICATIONS. CONFIDENCE AND AGREES NOT TO DISCLOSE THESE LOJ
<br /> MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES
<br /> NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT O
<br /> AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED
<br /> GENERAL: MOTE: CURRENTLY THERE IS NO EQUIPMENT LISTED AND APPROVED FOR ANY BIO-DIESEL SERVICE INSTALLATIONS INCLUDING B-2, B-5, B-20, PURPOSE FOR WHICH BP HAS MADE THE MATERIALS
<br /> B-50 AND B-100. DESIGN STANDARDS ARE PENDING AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL
<br /> `15 OVERFILL AL�R�� AND ACKNOWLEDGE 1 MATERIALS 70 BP EITHER UPON COMPLETION OF THE C
<br /> /1 5) GG SWITCH INN STALLATI ON: ALL MATERIALS AND WORKMANSHIP WILL CONFORM TO THE MOST RECENT EDITIONS OF THE NATIONAL ELECTRICAL CODE, N.E.T.A., B.I.C.S.I., INTENDED PURPOSE OR UPON THE REQUEST OF BP.
<br /> WHICHEVER CCVES FIRST.
<br /> CONTRACTOR TO INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO PROVIDE AN U.B.C. & NFPA AS REQUIRED BY THE ENGINEER, LOCAL AND STATE CODES AND ORDINANCES, AMERICANS WITH DISABILITIES ACT, E.P.A., L
<br /> AND UTILITY COMPANY REQUIREMENTS. PIPs AND TANK DESI,Oa Dlcrs AIAAER
<br /> UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE SITE SPECIFIC WIRING DIAGRAM PI DOES NOT AND CANNOT WARRANT THAT THE PLANS FOR
<br /> AND DETAILS FOR MOUNTING REQUIREMENTS. THE CONTRACTOR WILL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS BID OR BP DOES
<br /> STORAGE AND DISPENSING T P.RE THE PLANS
<br /> WITH -
<br /> ALL LEGAL REQUIREMENTS THAT EXIST OR AS THEY MAY BE 0)
<br /> WORK. NO ALLOWANCES WILL BE MADE AFTER THE BID FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO VERIFY EXISTING APPLIED IN THE FUTURE. NOR DOES BP WARRANT THAT A c
<br /> FUELING STORAGE AND DELIVERY SYSTEM CONSTRUCTED IN
<br /> CONDITIONS. CONFORMITY WITH THESE PLANS WILL BE FREE OF ALL
<br /> LEAKS. vW ARE ACCORDINGLY STRONMY EINCOURA=TO a
<br /> CONSULT WITH A FUELING STATION ENGINEER OF YOUR
<br /> _ FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICTED FROM THE PLANS AND SPECIFICATIONS HEREIN - AS NOTED OR I CHOOSING TO INDEPENDENTLY EVALUATE WHETHER THESE
<br /> 1 (16) VEEDER ROOT TL_S-350 CO=NSOLE INSTALLATION: IMPLIED - NOT LIMITED TO WHAT IS SHOWN:
<br /> I PLANS ARE TRULY SUM,CIENT FOR CONSTRUCTING THE
<br /> STORAGE AND DELIVERY SYSTEM AT YOUR STATION.
<br /> DENnOOPMENT INFORMATION: �
<br /> CONTRACTOR TO INSTALL '"s�EEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL #TLS-350 IN BUILDING. INSTALL PER ALL DRAWINGS ARE SCHEMATIC IN NATURE AND ALL APPURTENANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED
<br /> I MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION IN BUILDING. IN CONTRACTOR'S BID. E
<br /> B ��®�� ��
<br /> I U�® STORAGE:
<br /> E
<br /> o
<br /> CALIFORNIA VARIANT: CONSOLE TO BE EQUIPPED WITH ADDITIONAL SENSOR MODULES TO ADDRESS AB-2481 AND CARR ISD REQUIREMENTS. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, INCONSISTENCIES WITH DESIGN OR INTENT, OR NEED FOR '
<br /> CLARIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN WRITING WITH THE ENGINEER. IF TANS(STANDARDS
<br /> THE CONTRACTORFAILS TO CLARIFY ANY QUESTIONS OR INCONSISTENCY, THEY ACCEPT RESPONSIBILITY TO CORRECT AT THEIR COST ANY I ELEMENT TP®1 N
<br /> NYC VARIANT: CONSOLE TO BE PROGRAMMED FOR MASTER/MASTER ALTERNATE START E
<br /> SUCH ITEM SO AS TO MEET INTENT AS DEFINED BY ENGINEER.
<br /> V-9.0 2010 SERIES
<br /> UTILITIES: N
<br /> (17) CONCRETE TANK SLAB INSTALLATION: GENERAL SHEETS DESIGN INTENT
<br /> CONTRACTOR WILL SUPPLY INFORMATION AS REQUIRED TO ALL SERVING UTILITIES IN A TIMELY MANNER TO PROVIDE SERVICE REQUIRED. o
<br /> REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS.
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<br /> SITE ADDRESS: 2
<br /> STANDARD: CONTRACTOR TO INSTALL A MINIMUM 7" REINFORCED CONCRETE SLAB OVER TANKS. FIBER REINFORCEMENT TO BE RSG FITTINGS & CONDUIT: o
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<br /> USED. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" RGS FITTINGS MUST BE STEEL COMPRESSION TYPE; EACH WITH CODE SIZED COPPER BOND WIRE. MINIMUM CONDUIT 1" C. EXCEPT AS �
<br /> FROM SURFACE REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) #4 REBAR, 60" IN LENGTH. PLACE REBAR 6" FROM NOTED. ALL WORK WILL BE IN CONDUIT; COMPLETED SYSTEM REAMED, AND SWABBED PRIOR TO CONDUCTOR INSTALL.
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<br /> UNLESS OTHERWISE NOTED ON THESE DRAWINGS: ALL CONDUITS TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS TIE WIRE, PERFORATED STRAPS, OR OTHER PIPING OR
<br /> a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT)
<br /> CONDUIT ARE NOT ACCEPTABLE SUPPORTS. NO TIE WIRE WILL BE ALLOWED ON PROJECT. w
<br /> b. CEMENT - TYPE 1/II, SULFATE RESISTANT Q
<br /> c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) CALIFORNIA VARIANT - THE LAST 2 FEET (MINIMUM) OF ALL CONDUITS THAT ARE ROUTED TO AND PENETRATE TANK SUMPS, DISPENSER ®eY z w
<br /> d. 28 DAY CONCRETE STRENGTH (f'c):
<br /> SUMPS AND VENT TRANSITION SUMPS SHALL BE PVC COATED RIGID STEEL GALVANIZED WHERE PENETRATIONS TO THE BRINE FILLED SHK/0 DB
<br /> SUMPS ARE MADE. ROBROY CONDUIT MUST BE USED WITH THE BRAVO PENETRATION FITTING - NO SUBSTITUTE PERMITTED. C°9E� SHKIO DB o
<br /> 4,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) J
<br /> e. SLUMP - 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT DRAWN BY: ALLIANCE PM:
<br /> CONDUCTORS: 0 DB w
<br /> L' f. SHRINKAGE - 0.05% MAXIMUM ��. �
<br /> ' g. ENTRAINED AIR RANGE - 2% TO 4% CONDUCTORS TO BE 60OV., COPPER (98% CONDUCTIVITY). BRANCH CIRCUITS TO HAVE THHN/THWN GAS & OIL RESISTANT INSULATION. PROJECT No-
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<br /> CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) CONDUCTORS WILL BE STRANDED, HYDRAULIC CRIMP ALL CONNECTIONS. CONDUCTOR INSULATION WILL BE CONTINUOUSLY COLOR COATED. 01/04/20101 o
<br /> CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 . 3 1/2, WITH A MAXIMUM 7 1/2 GALLONS OF WATER PER SACK. ALL GROUNDING/BUILDING CONDUCTORS WILL BE MULTI-CONDUCTOR TYPE (U.L. LABELED - ROPE STRAND BUILDING WIRE CLASS 'M') DRAWING TITLE: L_
<br /> ADD 1.0 TO 1.5 LB STEALTH FIBER REINFORCING PER CU. YD. CONCRETE. BARE OR INSULATED AS NOTED OR REQUIRED.
<br /> MINIMUM LINE VOLTAGE WIRE SIZE IS #12 AWG (STRANDED) FOR LINE VOLTAGE WIRING DEVICES TO BE SPECIFICATION GRADE, TANK AND PIPING
<br /> SCOPE OF WORK
<br /> REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE #4 REBAR. MINIMUM
<br /> 20 AMPS FOR RECEPTACLES. HUBBELL OR ENGINEER APPROVED. ALL SPECIAL RECEPTACLES AND GROUND FAULT
<br /> GENERAL NOTES
<br /> MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. PROTECTED DEVICES MUST BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES. AND FRP 2 OF 2 QI
<br /> PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH FILL RISER GROUNDING: m
<br /> CHAPTER 3 OF THE UBC„ IS PROVIDED. SHEET NO m
<br /> ALL RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED. NOTE: 1-11
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<br /> SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. a)
<br /> INSTALL 1/2" x 10'-0" LONG CONTINUOUS COPPER CLAD GROUND ROD IN NATIVE SOIL FOR TANK SYSTEM GROUNDING. PROVIDE THIS SECTION OF "SCOPE OF WORK" DRAWINGS IS USED TO COMMUNICATE DESIGN INTENT AND COVERS REQUIREMENTS USED IN ALL �
<br /> CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. MANHOLE ACCESS TO GROUND ROD AND COPPER GROUND WIRE, SEE DETAILS ON SHEET G.0.7 s
<br /> MARKET EXAMPLES. IT IS THE RESPONSIBILITY OF THE DESIGN ENGINEER TO EDIT THESE DRAWINGS TO THE SITE SPECIFIC REQUIREMENTS 1
<br /> BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT
<br /> FOR THE PROJECT. v
<br /> MOVEMENT.
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<br /> AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). I
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