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TANK AND PIPING INSTALLATION SCOPE OF WORK bp
<br /> (13) DISPENSER INSTALLATION: CONTAINMENT SUMP TESTING:ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST)WITH CONTRACTOR PERFORMANCE:
<br /> STANDARD: CONTRACTOR TO INSTALL "WAYNE OVATION" STYLE DISPENSERS WITH INTEGRATED CARD READERS AND INTERCOM SYSTEM STANDING WATER ABOVE THE LEVEL OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETED TO THE CONTRACTOR WILL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED BY HIM UNDER THIS CONTRACTOR FOR A PERIOD OF TWO
<br /> AS SHOWN ON SITE SPECIFIC DESIGN DETAIL SHEETS. DISPENSERS TO BE INSTALLED PER MANUFACTURIER'S INSTALLATION INSURE THAT THE SUMPS ARE WATERTIGHT OR CERTIFIED USING SUMP MANUFACTURER'S APPROVED TEST PROCEDURE TO INSURE THAT SUMPS ARE YEARS FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK OF THIS CONTRACT BY THE OWNER AND THE ENGINEER AND PROVIDE A BOND TO
<br /> INSTRUCTIONS. INSTALLATION TO INCLUDE DISPENSER ISLANDS, SINGLE WALL DISPENSER CONTAINMENT SUMPS, AND THE INSTALLATION WATERTIGHT PER LIST REGULATIONS. THE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECKLIST. VALIDATE THIS GUARANTEE. ANY DEFECTS DEVELOPING WITHIN THE PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP PERFORMED HERE
<br /> OF ALL SHEAR VALVES, RISERS, PIPING CONNECTIONS AND ALL PENETRATIONS INTO THE SUMPS. SEE TANK ELECTRICAL DRAWINGS FOR CALIFORNIA VARIANT:ALL DOUBLE WALL SUMPS SHALL BE BRINE FILLED AND INSPECTED FOR TIGHTNESS THROUGHOUT THE INSTALLATION PROCESS UNDER, WILL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOR NOT THE OWNER OR ENGINEER. THE CONTRACTOR WILL ACCEPT AND
<br /> CONDUIT AND WIRING REQUIREMENTS. ONCE SUMPS HAVE BEEN FILLED WITH BRINE SOLUTION. FULLY UNDERSTAND THIS PROVISION PRIOR TO CONTRACT BEING AWARDED, AS NO CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED FOR
<br /> CORRECTION OF FAULTY WORK OR DEFECTIVE MATERIALS. ANYTIME DURING THE CONSTRUCTION PERIOD, THE OWNERS REPRESENTATIVES
<br /> DISPENSER START UP: - START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE FINAL SYSTEM TESTING: AND THE ENGINEER RETAIN THE RIGHT TO REQUIRE THE CONTRACTOR TO REMOVE AND REINSTALL ANY EQUIPMENT OR MATERIALS NOT
<br /> MINIMUM. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS AFTER COMPLETE INSTALLATION OF THE ENTIRE FUEL SYSTEM AND ALL PAVING, THE OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT FOLLOWING THE STANDARDS AS PRESENTED HEREIN OR ON THE DRAWINGS WITHOUT COST TO THE OWNER OR ENGINEER.
<br /> ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR MANAGER, SHALL ARRANGE FOR A PRECISION TANK AND LINE TEST TO BE PERFORMED ON THE COMPLETE SYSTEM. SUCCESSFUL COMPLETION OF THIS
<br /> TEST WILL BE REQUIRED FOR FINAL APPROVAL. THIS TEST SHALL ENSURE THAT ALL NEW TANK& PIPING SHALL MEET ALL FEDERAL, STATE, & LOCAL CONTRACTOR WILL PROVIDE PROOF OF PERFORMANCE BOND WITH SHOP DRAWINGS
<br /> CALIFORNIA VARIANT: DISPENSER SUMPS TO BE DOUBLE WALL AND INSTALLED WITH CONTINUOUS HYDROSTATIC MONITORING DEVICE REQUIREMENTS FOR TIGHTNESS INTEGRITY, PRIOR TO START-UP OF SYSTEM. OPERATIONALLY TEST ALL OTHER EQUIPMENT, INCLUDING IMPACT PROVIDE 3 SETS OF SHOP DRAWINGS &SAMPLES FOR ALL EQUIPMENT, PRIOR TO ORDERING AND IN A TIMELY MANNER (AS DETERMINED BY THE
<br /> PER AB-2481 REQUIREMENTS (SHEAR)VALVES, LINK LEAK DETECTORS, LEAK DETECTOR ALARMS, AND EMERGENCY SHUTDOWN SWITCHES IN ACCORDANCE WITH THE ENGINEER) SO NOT TO DELAY WORK, TO THE ENGINEER FOR APPROVAL. (CONDUIT, SWITCHES, CONDUCTORS, ECT.)WHERE SUBSTITUTIONS ARE
<br /> INSTALLATION OF HANGING HARDWARE: MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE (3)COPIES OF ALL CERTIFICATIONS &TEST RESULTS TO OWNER'S REPRESENTATIVE MADE. CONTRACTOR WILL INCLUDE COMPARISON DATA& SAMPLES FOR BOTH THE SUBSTITUTE AND SPECIFIED ITEMS FOR REFERENCE
<br /> CALIFORNIA VARIANT- CONTRACTOR TO INSTALL ORVR/PHASE 11 EVR COMPATIBLE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES OR HIS AGENT, THE BP PROJECT MANAGER. PURPOSES.
<br /> PER APPLICABLE CARIB EXECUTIVE ORDER WITH IN SYSTEM DIAGNOSTICS (ISD) PER LOCAL JURISDICTIONAL REQUIREMENTS. TANK SYSTEM TEST METHOD CALIFORNIA ONLY AB-2481: CONTRACTOR WILL PROVIDE LETTER TO ENGINEER CONFIRMING ALL EQUIPMENT AND TERMINATIONS ARE PROPERLY TORQUED - SIGNED BY
<br /> BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE UNDERGROUND STORAGE TANK SHALL BE TESTED AFTER INSTALLATION USING LICENSED CONTRACTOR.
<br /> (14) SUMP SENSOR INSTALLATION: ONE OF THE FOLLOWING METHODS TO DEMONSTRATE THAT THE TANK IS PRODUCT TIGHT:
<br /> CONTRACTOR TO INSTALL ALL FILL SUMP, TURBINE SUMP AND DISPENSER SUMP SENSORS PER VEEDER ROOT INSTALLATION INSTRUCTIONS. 1) ENHANCED LEAK DETECTION (ELD) BY TRACER CORPORATION. CONTRACTOR WILL PROVIDE ACCURATE AND COMPLETE "AS BUILT" DRAWINGS TO OWNER AND ENGINEER AT TIME OF OWNER ACCEPTANCE. ALL
<br /> SUMP SENSORS TO BE INSTALLED IN SUMP HOLDERS MOUNTED TO SIDE OF SUMP WALLS SEE TANK DETAIL SHEETS FOR LIQUID SENSOR 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND APPROVED BY THE BOARD. "AS BUILT" DRAWINGS TO BE 4 SETS OF "BLUELINES" OR PHOTO COPY PRINTS 24" X 36"AND TWO SETS (OWNER/ENGINEER) ON MAGNETIC MEDIA& ARCO
<br /> DETAILS. TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW 3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT GAS PRESSURE TEST BY THE BOARD IN REGULATIONS AUTOCAD 2010 (BYAUTODESK) COMPATIBLE. FAILURE TO DO SO WILL CONSTITUTE FORFEITURE OF ALL PAYMENTS DUE AND HOURLY RATES OR BP WEST COAST PRODUCTS, LLC
<br /> LOWEST PENETRATION FITTING WITHIN SUMP AREA AT BOTTOM OF SUMP. SEE TANK ELECTRICAL DRAWINGS FOR MONITORING CONDUIT DETAILS ADOPTED PURSUANT TO THE APPLICABLE CHAPTER IN THE CODE.AN UNDERGROUND STORAGE TANK INSTALLED AND TESTED IN ACCORDANCE $99.00/HOUR/MAN MINIMUM TO ENGINEER PAID BY CONTRACTOR FOR "AS BUILT" DEVELOPMENT.
<br /> AND SENSOR AND PROBE WIRING DETAILS. WITH THIS SECTION IS EXEMPT FROM THE REQUIREMENTS OF SECTION 25292.5.
<br /> (15) OVERFILL ALARM AND ACKNOWLEDGE SWITCH INSTALLATION: (19) CHECKING FOR PRODUCT QUALITY: (21) "E25/11320" SCOPE OF WORK VARIANT: (REFER TO COMPLETE SCOPE OF WORK FOR CONSTRUCTION DETAILS)
<br /> CONTRACTOR TO INSTALL OVERFILL ALARM &ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO PROVIDE AN INITIAL SITE COMMISSIONING RECOMMENDED PRACTICES BEFORE OPENING YOUR STORE, IT IS APPROPRIATE AND PROPER PROCEDURE TO *NOTE: ALL"E25/1320"WORK IS CURRENTLY ON HOLD
<br /> UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE SITE SPECIFIC WIRING DIAGRAM AND CHECK YOUR FUELING EQUIPMENT TO MINIMIZE POSSIBLE PRODUCT QUALITY ISSUES. THIS GUIDANCE MUST BE FOLLOWED TO ENSURE THAT
<br /> DETAILS FOR MOUNTING REQUIREMENTS. PRODUCT QUALITY HAS BEEN MAINTAINED, AND IS ACCEPTABLE FOR OUR CUSTOMERS. CALIFORNIA VARIANT-VERIFY LATEST CARB REGULATION AND AVAILABLE EXECUTIVE ORDERS SPECIFIC TO "E25/1320." INSTALLATION IS
<br /> (16)VEEDER ROOT CONSOLE INSTALLATION: THE UNDERLYING ASSUMPTION IS THAT THE GENERAL CONTRACTOR, WHO WAS RESPONSIBLE FOR BUILDING YOUR STATION, HAS PROPERLY CURRENTLY NOT APPROVED FOR CALIFORNIA
<br /> CONTRACTOR TO INSTALL WEEDER ROOT TLS-450 PLUS" TANK AND LINE ALARM CONTROL PANEL IN BUILDING. INSTALL PER MANUFACTURER'S PERFORMED THEIR JOB AND CHECKED THAT TANKS AND PIPING HAVE BEEN PROPERLY INSTALLED, TESTED, CLEANED, AND LABELED AT A "IE25/1320"TANKS:
<br /> INSTALLATION INSTRUCTIONS. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION IN BUILDING. MINIMUM. ANY BP AREA MAINTENANCE MANAGER, OR BP PROJECT MANAGER, HAS A CHECKLIST SHOWING KEY POINTS TO LOOK FOR BEFORE IN ADDITION TO SECTION NO. (1), TANKS SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH ALCOHOL GAS MIXTURES OF 25% ETHANOL&75%
<br /> ACCEPTING A SITE AS "COMPLETE" FROM THE CONTRACTOR. SOME KEY AREAS ARE AS FOLLOWS: GASOLINE AND/OR 20% BIODIESEL &80% DIESEL.
<br /> CALIFORNIA VARIANT: TLS-450 PLUS CONSOLE TO BE EQUIPPED WITH ADDITIONAL SENSOR MODULES TO ADDRESS AB-2481 AND CARB ISID
<br /> REQUIREMENTS. 1. CONFIRM THAT APPROPRIATE PRODUCT TAGS HAVE BEEN INSTALLED AT THE FILL RISERS. "E25/1320" TANK SUMPS:
<br /> 2. PERFORM A FINAL INSPECTION FOR THE PRESENCE OF WATER IN THE PIPING TO THE DISPENSERS BY OPENING THE TURBINE IN ADDITION TO SECTION NO. (3), FIBERGLASS TANK SUMPS AND ASSOCIATED GLUE KITS SHALL BE COMPATIBLE AND ILL LISTED FOR USE WITH
<br /> (17) CONCRETE SLAB INSTALLATION: DISCHARGE CONNECTION AT EACH TURBINE SUMP, AND OPEN I NG/REMOVI NG THE BLEEDER/TEST PLUG ON IMPACT VALVE. ANY ALCOHOL GAS MIXTURES OF 25% ETHANOL & 75% GASOLINE AND/OR 20% BIODIESEL &80% DIESEL.. NO. DATE REVISION DESCRIP11ON
<br /> REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. TRAPPED LIQUIDS SHOULD DRAIN BACK TO THE TURBINE SUMP FOR REMOVAL.
<br /> STANDARD: 3. CONFIRM THAT BOTH GASOLINE AND DIESEL DISPENSERS ARE INSTALLED WITH A MINIMUM (MEANING A MESH SIZE NOT GREATER THAN) "E25/1320" TANK LEVEL GAUGE INSTALLATION: 1/30/2024 INITIAL ISSUE
<br /> 10 MICRON FILTER. ANY FACTORY INSTALLED FILTER AFTER STARTUP MUST BE DISCARDED IN ACCORDANCE WITH USED FUEL FILTER VEEDER-ROOT ALCOHOL COMPATIBLE LIQUID GAUGE SHALL BE USED, AND SHALL BE FULLY COMPATIBLE FOR USE WITH GAS MIXTURES OF 25% 2/7/2024 ISSUE FOR PERMIT
<br /> CALIFORNIA VARIANT: WASTE MANAGEMENT ENVIRONMENTAL GUIDELINES. ETHANOL& 75% GASOLINE AND/OR 20% BIODIESEL & 80% DIESEL..
<br /> 1. CONCRETE SLAB OVER TANKS WITH A MINIMUM 8"THICK FIBER REINFORCEMENT TO BE USED. REINFORCE CONCRETE SLAB AROUND 4. CONFIRM THAT PROPER DECALS, TAX NUMBERS, AND OTHER SIGNAGE REQUIRED PER PLANS, REGULATORY REQUIREMENTS, AND "E25/1320" FILL AND STAGE I VAPOR RECOVERY INSTALLATION:
<br /> MANHOLES WITH (4)#4 REBAR, 60" IN LENGTH FOR THE LARGE MANHOLES AND 30" FOR SMALL MANHOLES PLACE REBAR 6" FROM SIDES CONTRACTUAL AGREEMENTS ARE INSTALLED. IN ADDITION TO SECTION NO. (5), BUCKETS, RISERS, CAPS, ADAPTORS AND ANY ADDITIONAL HARDWARE SHALL BE COMPATIBLE AND UL LISTED
<br /> OF BOX. SEE RECIPE BELOW. 5. PERFORM A FINAL INSPECTION FOR THE PRESENCE OF WATER WITHIN THE UNDERGROUND STORAGE TANKS, OR IN THE PIPING GOING FOR USE WITH ALCOHOL GAS MIXTURES OF 25% ETHANOL&75% GASOLINE AND/OR 20% BIODIESEL& 80% DIESEL.. STEEL RISERS AND FITTINGS
<br /> 2. THICKEN CONCRETE SLAB AT DISPENSER SUMPS AND TANK FILL AND TURBINE SUMPS SUCH THAT THE BOTTOM OF CONCRETE IS BELOW TO THE DISPENSERS. INSPECTION FOR WATER IN THE TANK SHALL BE PERFORMED USING SARGEL'S WATER FINDING PASTE (OR EQUAL), SHALL CONSIST OF SCHEDULE 40 GALVANIZED OR MALLEABLE BLACK IRON.
<br /> THE TOP OF THE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481 REQUIREMENTS. AND CONDUCTED AT BOTH ENDS OF THE TANK. IF LEVELS OF WATER GREATER THAN 1/4"ARE DETECTED, PROCEED WITH WATER
<br /> 3. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6"THICK FIBER REINFORCED CONCRETE TO BE USED. SEE RECIPE ELIMINATION PROCEDURES, AND REQUEST THAT THE CONTRACTOR DO THIS AS PART OF THEIR SCOPE OF WORK. "E25/1320" TURBINE PUMP INSTALLATION:
<br /> BELOW. 6. THE BP REPRESENTATIVE (REGIONAL ACCOUNT EXECUTIVE OR FRANCHISE CONSULTANT) SHALL BE INFORMED OF ALL MAJOR ALCOHOL COMPATIBLE "AG" TYPE 3/4 H.P, TURBINE MOTORS SHALL BE USED, AND SHALL BE FULLY COMPATIBLE FOR USE WITH GAS MIXTURES OF
<br /> MILESTONES LEADING UP TO SITE START-UP. BP RESERVES THE RIGHT TO REQUEST COPIES OF INSPECTION REPORTS BEFORE INITIAL 25% ETHANOL & 75% GASOLINE AND/OR 20% BIODIESEL &80% DIESEL.
<br /> CONCRETE MIX RECIPE. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE NO LESS THAN 2"AND NO MORE THAN 4" SITE START-UP. "E25/1320" PRODUCT PIPING: Ag
<br /> FROM SURFACE. 7. AFTER DELIVERY OF THE FIRST LOAD OF PRODUCTS, EACH PRODUCT MUST BE TESTED AND THE RESULTS PROVIDED TO THE BP AREA
<br /> MAINTENANCE MANAGER AND TO THE BP PROJECT MANAGER, PRIOR TO ANY SALE. IN ADDITION TO SECTION NO. (8), 2" INSIDE 3" DOUBLE WALL FIBERGLASS PRODUCT PIPING SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH
<br /> UNLESS OTHERWISE NOTED ON THESE DRAWINGS: ALCOHOL GAS MIXTURES OF 25% ETHANOL & 75% GASOLINE AND/OR 20% BIODIESEL &80% DIESEL..
<br /> a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) COSTS OF THE SAMPLING AND ANALYSIS ARE TO BE INCLUDED IN THE CONTRACTOR'S SCOPE OF WORK. A LABORATORY CERTIFIED TO CONDUCT SEAL:
<br /> FUELS SAMPLING AND TESTING MUST BE USED. "E25/1320"VENT PIPING:
<br /> b. CEMENT- TYPE 1/11, SULFATE RESISTANT ALL"E25/B20" SYSTEMS SHALL BE EQUIPPED WITH A 2" SINGLE WALL FIBERGLASS DEDICATED "NON-MAN I FOLDED"VENT LINE, WITH A DEDICATED
<br /> c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) (20) TANK ELECTRICAL SPECIFICATIONS: RISER. IN ADDITION TO SECTION NO. (9), VENT PIPING SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH ALCOHOL GAS MIXTURES OF 25%
<br /> d. 28 DAY CONCRETE STRENGTH (fc): GENERAL: ETHANOL& 75% GASOLINE AND/OR 20% BIODIESEL & 80% DIESEL..
<br /> 4,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) 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., "E25"VAPOR RETURN PIPING:
<br /> e. SLUMP - 3"+ 1" -4" MAXIMUM AT POINT OF PLACEMENT U.B.C. & NFPA AS REQUIRED BY THE ENGINEER, LOCAL AND STATE CODES AND ORDINANCES, AMERICANS WITH DISABILITIES ACT, E.P.A., AND ALL"E25/1320" SYSTEMS SHALL BE EQUIPPED WITH A 2" SINGLE WALL FIBERGLASS DEDICATED "NON-MAN I FOLDED"VAPOR RETURN LINE. IN
<br /> f. SHRINKAGE - 0.05% MAXIMUM UTILITY COMPANY REQUIREMENTS. ADDITION TO SECTION NO. (10), VAPOR RETURN PIPING SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH ALCOHOL GAS MIXTURES OF 25%
<br /> g. ENTRAINED AIR RANGE - 2% TO 4% THE CONTRACTOR WILL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS BID OR WORK. NO ETHANOL& 75% GASOLINE.
<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. ADD 3.0 LB MACRO ALLOWANCES WILL BE MADE AFTER THE BID FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO VERIFY EXISTING CONDITIONS. "E25/B20" DISPENSERS:
<br /> (STRUCTURAL) FIBER PER CU. YD. REINFORCING CONCRETE. FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICTED FROM THE PLANS AND SPECIFICATIONS HEREIN -AS NOTED OR IMPLIED - "E25/1320" DISPENSERS SHALL BE UL LISTED WAYNE OVATION, WAYNE VISTA, OR GILBARCO ENCORE SERIES UPFITTED SPECIFICALLY FOR FOR
<br /> REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE#4 REBAR. NOT LIMITED TO WHAT IS SHOWN. USE WITH ALCOHOL GAS MIXTURES OF 25% ETHANOL& 75% GASOLINE AND/OR 20% BIODIESEL & 80% DIESEL, BY THE MANUFACTURER. COWDENTIALITY STATEMENT-
<br /> T E RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT
<br /> ALL DRAWINGS ARE SCHEMATIC IN NATURE AND ALL APPURTENANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED IN PIPE DOPE/THREAD SEALANT: COPYRIGHT IN THE MATERIALS IS OWNED BY BP,AND ALSO,THAT
<br /> MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS
<br /> CONTRACTOR'S BID. "GE-16", "E25/B20" COMPATIBLE. INFORMATION OF Bp ACCORDINGLY,THE RECIPIENT AGREES TO
<br /> RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NO
<br /> PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND
<br /> IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, INCONSISTENCIES WITH DESIGN OR INTENT, OR NEED FOR FU THEIR AGREES NOT TO MAKE COPIES OF THE MATERIALS.THE
<br /> CHAPTER 3 OF THE IBC, IS PROVIDED. "E25/1320" HANGING HARDWARE INSTALLATION: RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED
<br /> P RPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE,AN
<br /> CLARIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN WRITING WITH THE ENGINEER. IF THE STANDARD: - CONTRACTOR TO INSTALL BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES COMPATIBLE AND UL LISTED FOR USE RUCIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON
<br /> COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST
<br /> SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. CONTRACTOR FAILS TO CLARIFY ANY QUESTIONS OR INCONSISTENCY, THEY ACCEPT RESPONSIBILITY TO CORRECT AT THEIR COST ANY SUCH WITH ALCOHOL GAS MIXTURES OF 25% ETHANOL& 75% GASOLINE AND/OR 20% BIODIESEL& 80% DIESEL. OF BP,WHICHEVER COMES FIRST
<br /> ITEM SO AS TO MEET INTENT AS DEFINED BY ENGINEER.
<br /> PIPE AND TANK DESIGN DISCLAIMER:
<br /> CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. "E25/1320" SUMP SENSOR INSTALLATION: BP DOES NOT AND CANNOT WARRANT THAT THE PLANS FOR
<br /> UTILITIES: PET OLEUM STORAGE AND DISPENSING ARE COMPLIANT WITH ALL
<br /> IN ADDITION TO SECTION NO. (14), SENSORS USED SHALL BE VEEDER-ROOT POSITION SENSITIVE, COMPATIBLE AND ILL LISTED FOR USE WITH LEGAL REQUIREMENTS THAT EXIST OR AS THEY MAY BE APPLIED IN
<br /> BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT THE FUTURE.NOR DOES BP WARRANT THAT A FUELING STORAGE
<br /> CONTRACTOR WILL SUPPLY INFORMATION AS REQUIRED TO ALL SERVING UTILITIES IN A TIMELY MANNER TO PROVIDE SERVICE REQUIRED. ALCOHOL GAS MIXTURES OF 25% ETHANOL & 75% GASOLINE AND/OR 20% BIODIESEL &80% DIESEL. AND D LIVERY SYSTEM CONSTRUCTED IN CONFORMITY WITH THES
<br /> MOVEMENT. PLANS WI L BE FREE OF ALL LEAKS.YOU ARE ACCORDINGLY
<br /> STRONGLY ENCOURAGED TO CONSULT WITH A FUELING STATION
<br /> RSG FITTINGS &CONDUIT: "E25/1320" TANK ELECTRICAL INSTALLATION: ENGINEER OF YOUR CHOOSING TO INDEPENDENTLY EVALUATE
<br /> MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. -318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). WHETHER THESE PLANS ARE TRULY SUFFICIENT FOR
<br /> CONSTRUCTING THE STORAGE AND DELIVERY SYSTEM AT YOUR
<br /> RGS FITTINGS MUST BE STEEL COMPRESSION TYPE; EACH WITH CODE SIZED COPPER BOND WIRE. MINIMUM CONDUIT 1" C. EXCEPT AS NOTED. ALL CONDUITS USED SHALL BE RIGID GALVANIZED. PVC, OR PVC COATED SHALL NOT BE USED STATION.
<br /> MANHOLE CROWNS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN (V RISE OVER 12" RUN) OF ALL WORK WILL BE IN CONDUIT; COMPLETED SYSTEM REAMED, AND SWABBED PRIOR TO CONDUCTOR INSTALL. *NOTE: ALL "E25/1320"WORK IS CURRENTLY ON HOLD
<br /> CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE PROJECT MANAGER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM ON THE ALL CONDUITS TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS TIE WIRE, PERFORATED STRAPS, OR OTHER PIPING OR CONDUI I ARE DEVELOPMENT INFORMATION:
<br /> TANK INSTALLATION CHECKLIST. NOT ACCEPTABLE SUPPORTS. NO TIE WIRE WILL BE ALLOWED ON PROJECT. (22) 11310-DIESEL SCOPE OF WORK VARIANT: UNDERGROUND STORAGE
<br /> PRODUCT IDENTIFICATION MARKINGS: CONTRACTOR TO INSTALL PRODUCT IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE SPECIFIC CALIFORNIA VARIANT-THE LAST 2 FEET (MINIMUM) OF ALL CONDUITS THAT ARE ROUTED TO AND PENETRATE TANK SUMPS, DISPENSER SUMPS CURRENTLY ONLY BIODIESEL A 20% (B20)AND RENEWABLE DIESEL AT 5% (R5) IS SUITABLE TO BE USED WITH THE PLANS AND DETAILS SHOW IN TANK STANDARDS
<br /> DETAIL DRAWINGS. AND VENT TRANSITION SUMPS SHALL BE PVC COATED RIGID STEEL GALVANIZED WHERE PENETRATIONS TO THE BRINE FILLED SUMPS ARE MADE. THESE DRAWINGS.
<br /> (18) TESTING: ROBROY CONDUIT MUST BE USED WITH THE BRAVO PENETRATION FITTING - NO SUBSTITUTE PERMITTED. CURRENTLY ILL HAS NOT PUBLICLY DISCLOSED THE SAFETY OR SUITABILITY OF ANY RENEWABLE DIESEL BLEND BEYOND R5. ELEMENT TPOl
<br /> CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS AND PIPING AND PER INDUSTRY CONDUCTORS: IF HIGHER RENEWABLE DIESEL BLENDS ARE CONTEMPLATED, THEN THE CURRENT RECOMMENDATION OF THESE STANDARDS IS TO USE V-15.0 2023 SERIES
<br /> RECOMMENDED PRACTICES (API & PEI). CONTRACTOR SHALL COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION CONDUCTORS TO BE 60OV., COPPER(98% CONDUCTIVITY). BRANCH CIRCUITS TO HAVE THHN/THWN GAS & OIL RESISTANT INSULATION. EQUIPMENT WHICH IS LISTED FOR BIODIESEL SERVICE EQUAL TO THE RENEWABLE BLEND CONSIDERED.
<br /> TO OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER. CONDUCTORS WILL BE STRANDED, HYDRAULIC CRIMP ALL CONNECTIONS. CONDUCTOR INSULATION WILL BE CONTINUOUSLY COLOR COATED.
<br /> PIPE TESTING: ALL GROUNDING/BUILDING CONDUCTORS WILL BE MULTI-CONDUCTOR TYPE (U.L. LABELED - ROPE STRAND BUILDING WIRE CLASS 'M,) BARE OR SITE ADDRESS:
<br /> ISOLATE THE PRODUCT TANKS AND DISPENSERS DURING PRESSURE TESTING OF LINES IN ORDER TO PREVENT DAMAGE. INSULATED AS NOTED OR REQUIRED.
<br /> THE DESIGN, ASSEMBLY, AND TESTING OF THE PIPING SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTION OF ANSI-1331, MINIMUM LINE VOLTAGE WIRE SIZE IS#12 AWG (STRANDED) FOR LINE VOLTAGE WIRING DEVICES TO BE SPECIFICATION GRADE, MINIMUM 20 AMPS 4607 S. AIRPORT WAY
<br /> AMERICAN NATIONAL STANDARD CODE FOR PRESSURE PIPING, NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, AND AMERICAN FOR RECEPTACLES. HUBBELL OR ENGINEER APPROVED. ALL SPECIAL RECEPTACLES AND GROUND FAULT PROTECTED DEVICES MUST BE
<br /> PETROLEUM INSTITUTES RECOMMENDED PRACTICE 1615. PERMANENTLY MARKED WITH ENGRAVED COVER PLATES. STOCKTON, CA 95206
<br /> DURING CONSTRUCTION, BEFORE BACK FILLING, PIPING SHOULD BE ISOLATED FROM THE TANKS AND SUBJECTED TO A PIPE TIGHTNESS TEST. FILL RISER GROUNDING:
<br /> OTHER TESTING METHODS MAY ALSO BE ACCEPTABLE IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. A CONSTRUCTION PIPE TEST IS ALL RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED.
<br /> CONDUCTED AS FOLLOWS: INSTALL 1/2" x 10'-0" LONG CONTINUOUS COPPER CLAD GROUND ROD IN NATIVE SOIL FOR TANK SYSTEM GROUNDING. PROVIDE MANHOLE DESIGNED BY. AAK ALLIANCE Z&DM:
<br /> A. THE PRODUCT PIPING TO BE TESTED IS ISOLATED AND PRESSURIZED WITH COMPRESSED AIR TO 150 PERCENT OF THE MAXIMUM SYSTEM ACCESS TO GROUND ROD AND COPPER GROUND WIRE, SEE DETAILS ON SHEET FT-9. CHECKED BY. BP REPM:
<br /> OPERATING PRESSURE (OR A MINIMUM OF 50 POUNDS PER SQUARE INCH GAUGE; MAXIMUM AS RECOMMENDED BY COMPONENT EMERGENCY SHUTDOWN: DRAWN BY- ALLIANCE PM:
<br /> MANUFACTURER) FOR AT LEAST 30 MINUTES AND NOT MORE THAN 1 HOUR. ENSURE THAT THE E-STOP DISCONNECTS THE HOT AND NEUTRAL WIRES TO THE DISPENSERS TAF
<br /> B. ALL PIPING SURFACES INCLUDING VALVES, FITTINGS, JOINTS, AND SO FORTH ARE WETTED WITH A SOAP SOLUTION AND INSPECTED FOR ENSURE THAT THE E-STOP DISCONNECTS THE HOT AND NEUTRAL WIRES TO THE TURBINES VERSION: PROJECT NO:
<br /> BUBBLES. ENSURE THAT THE TURBINE PUMPS ARE ISOLATED TO AVOID FEEDBACK VOLTAGE CA-4795
<br /> C. LEAKS, AS INDICATED BY BUBBLES, ARE REPAIRED OR REPLACED, AND THE PIPING RE-TESTED AS NECESSARY. ENSURE THAT THE E-STOP DISCONNECTS THE LOW VOLTAGE WIRES TO THE DISPENSER (I.E. DATA, INTERCOM, MEDIA) DRAWING TlTLE:
<br /> D. THE INNER PIPE WALLS SHALL BE TESTED FOR TIGHTNESS BEFORE CLOSING THE OUTER PIPE. THE OUTER PIPE MUST BE TESTED AT A 5 ENSURE THAT THE TURBINE AND DISPENSER BREAKERS ARE CLEARLY IDENTIFIED/ LABELED
<br /> POUNDS PER SQUARE INCH GAUGE MAXIMUM BEFORE BACKIFILLING. CARE SHOULD BE TAKEN TO PREVENT OVER PRESSURIZATION OF THE ENSURE THAT EACH DISPENSER HAS ITS OWN DEDICATED CIRCUIT TANK AND PIPING
<br /> INTERSTICE. IT IS IMPORTANT THAT THE MANUFACTURIER'S INSTRUCTIONS BE FOLLOWED. REPEAT BOTH TESTS AFTER BACKFILLING.
<br /> ENSURE THAT EACH PUMP HAS ITS OWN DEDICATED CIRCUIT INSTALLATION
<br /> WHEN THE PIPING IS INSTALLED AND OPERATIONAL, A HYDROSTATIC TEST OF THE PIPING, AS SPECIFIED IN NFPA 329, MAY BE REQUIRED BY ENSURE THAT THE DISPENSING EQUIPMENT IS GROUNDED PER NEC SCOPE OF WORK
<br /> CODES. ENSURE THAT ALL OF THE DISPENSING EQUIPMENT MEETS NEC LOCK OUT/TAG OUT CODES.
<br /> CAUTION: EXTREME CARE SHOULD BE EXERCISED IN CONDUCTING PIPE TIGHTNESS TEST. PRESSURIZED PIPING IS POTENTIALLY DANGEROUS SHEET NO:
<br /> BECAUSE OF THE POSSIBILITY OF VIOLENT RUPTURE. THIS TEST SHOULD BE CONDUCTED WITH MINIMUM EXPOSURE OF PERSONNEL AND
<br /> WITHOUT MOVING OR DISTURBING THE PIPING BEING TESTED. WHEN THE TEST IS COMPLETED, THE PIPING PRESSURE CAN BE REDUCED OR
<br /> RELEASED COMPLETELY FOR THE REMAINDER OF CONSTRUCTION. REFER TO THE PIPING MANUFACTURER'S RECOMMENDATIONS.
<br /> N.O.V. PIPING SHALL BE TESTED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. CS �2
<br /> VAPOR RECOVER PIPING MUST PASS ALL CARB BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY, & BLOCKAGE RATES. A/L
<br /> TESTING IS REQUIRED FOR"ASSISTED" STAGE 11 SYSTEMS (IF INSTALLED). NOTIFY THE BP PROJECT MANAGER TO COORDINATE.
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