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TANK AND PIPING INSTALLATION SCOPE OE WORK: CLIENT:
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<br /> (1 1 ) METAL PIPE AND FITTINGS: (19) CHECKING FOR PRODUCT QUALITY: INITIAL SITE COMMISSIONING RECOMMENDED PRACTICES
<br /> BEFORE OPENING YOUR STORE, IT IS APPROPRIATE AND PROPER PROCEDURE TO CHECK YOUR FUELING EQUIPMENT TO MINIMIZE POSSIBLE
<br /> STANDARD: STEEL PIPE SHOWN ON THESE DRAWINGS TO BE MINIMUM SCHEDULE 40. METAL PRODUCT LINE FITTINGS TO BE MALLEABLE IRON CLASS CONCRETE MIX RECIPE. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE NO LESS THAN 2" AND NO PRODUCT QUALITY ISSUES. THIS GUIDANCE MUST BE FOLLOWED TO ENSURE THAT PRODUCT QUALITY HAS BEEN MAINTAINED, AND IS
<br /> 150, GALVANIZED. ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY "ANVIL" (FORMERLY "GRINNELL") OR EQUAL SPECIFICATIONS AS FOLLOWS: MORE THAN 4" FROM SURFACE. ACCEPTABLE FOR OUR CUSTOMERS.
<br /> DIMENSIONS MATERIAL GALVANIZING THREAD PRESSURE RATING
<br /> UNLESS OTHERWISE NOTED ON THESE DRAWINGS: THE UNDERLYING ASSUMPTION IS THAT THE GENERAL CONTRACTOR, WHO WAS RESPONSIBLE FOR BUILDING YOUR STATION, HAS PROPERLY
<br /> a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT)
<br /> M.I. FITTINGS PERFORMED THEIR JOB AND CHECKED THAT TANKS AND PIPING HAVE BEEN PROPERLY INSTALLED, TESTED, CLEANED, AND LABELED AT A
<br /> b. CEMENT - TYPE 1/11, SULFATE RESISTANT
<br /> (TEES, ELBOWS) MINIMUM. ANY BP AREA MAINTENANCE MANAGER, OR BP PROJECT MANAGER, HAS A CHECKLIST SHOWING KEY POINTS TO LOOK FOR
<br /> CLASS 150/PN 20 ASME B16.3 ASTM A-197 ASTM A-153 ASME B.1 20.1 ASME B16.3 c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) BEFORE ACCEPTING A SITE AS "COMPLETE" FROM THE CONTRACTOR. SOME KEY AREAS ARE AS FOLLOWS:
<br /> M.I. UNIONS d. 28 DAY CONCRETE STRENGTH (f'c):
<br /> 4,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) 1. CONFIRM THAT APPROPRIATE PRODUCT TAGS HAVE BEEN INSTALLED AT THE FILL RISERS.
<br /> CLASS 150/PN 20 ASME 616.39 ASTM A-197 ASTM A-153 ASME B.1 20.1 ASME 616.3 e. SLUMP - 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT
<br /> STEEL PIPE NIPPLES f. SHRINKAGE - 0.05% MAXIMUM 2. PERFORM A FINAL INSPECTION FOR THE PRESENCE OF WATER IN THE PIPING TO THE DISPENSERS BY OPENING THE TURBINE
<br /> CLASS 150/PN 20 ASTM A733 ASTM A-53 ASTM A-153 ASME B.1 20.1 ASME B16.3 9. ENTRAINED AIR RANGE - 2% TO 4% DISCHARGE CONNECTION AT EACH TURBINE SUMP, AND OPENING/REMOVING THE BLEEDER/TEST PLUG ON IMPACT VALVE. ANY TRAPPED
<br /> (F OR E) LIQUIDS SHOULD DRAIN BACK TO THE TURBINE SUMP FOR REMOVAL.
<br /> STEEL PIPE 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
<br /> CLASS 150/PN 20 N/A ASTM A-53 ASTM A-153 ASME B.1 20.1 ASME B16.3 SACK. ADD 3.0 LB MACRO (STRUCTURAL) FIBER PER CU. YD. REINFORCING CONCRETE. 3. CONFIRM THAT BOTH GASOLINE AND DIESEL DISPENSERS ARE INSTALLED WITH A MINIMUM (MEANING A MESH SIZE NOT GREATER
<br /> SCHEDULE 40 (F OR E) THAN 10 MICRON FILTER. ANY FACTORY INSTALLED FILTER AFTER STARTUP MUST BE DISCARDED IN ACCORDANCE WITH USED FUEL
<br /> GASOLINE/ALCOHOL COMPATIBLE THREAD SEALANT LIKE LOCTITE 567 SHALL BE USED ON ALL THREADED PIPE CONNECTIONS. REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE #4 REBAR. FILTER WASTE MANAGEMENT ENVIRONMENTAL GUIDELINES.
<br /> ANY METAL PIPE OR FITTING USED FOR PRODUCT, VENT, OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACK FILL MUST BE 100% COVERED WITH MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT.
<br /> A 3M SCOTCHRAP PRIMER AND 3M TEMFLEX 10 MIL. OR 10 MIL. SELF-PRIME PROSELECT PIPE TAPE. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH 4. CONFIRM THAT PROPER DECALS, TAX NUMBERS, AND OTHER SIGNAGE REQUIRED PER PLANS, REGULATORY REQUIREMENTS, AND ARCO
<br /> CHAPTER 3 OF THE IBC, IS PROVIDED. CONTRACTUAL AGREEMENTS ARE INSTALLED.
<br /> (12) PIPING SUMP PENETRATION INSTALLATION: SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. 5. PERFORM A FINAL INSPECTION FOR THE PRESENCE OF WATER WITHIN THE UNDERGROUND STORAGE TANKS, OR IN THE PIPING BP WEST COAST PRODUCTS LLC
<br /> STANDARD: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS. ALL PENETRATIONS OF THE SUMPS TO BE ON A LINE TOWARD THE CENTER OF CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. GOING TO THE DISPENSERS. INSPECTION FOR WATER IN THE TANK SHALL BE PERFORMED USING SARGEL'S WATER FINDING PASTE (OR '
<br /> THE SUMP, NOT TO EXCEED MANUFACTURERS RECOMMENDED ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT EQUAL), AND CONDUCTED AT BOTH ENDS OF THE TANK. IF LEVELS OF WATER GREATER THAN 1/4" ARE DETECTED, PROCEED WITH NO. DATE DESCRIPTION AND COMPRESSION FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST MOVEMENT. WATER ELIMINATION PROCEDURES, AND REQUEST THAT THE CONTRACTOR DO THIS AS PART OF THEIR SCOPE OF WORK.
<br /> BE SEALED WITH DOUBLE SIDED BULKHEAD FITTINGS IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD 0
<br /> MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). 6. THE BP REPRESENTATIVE (REGIONAL ACCOUNT EXECUTIVE OR FRANCHISE CONSULTANT) SHALL BE INFORMED OF ALL MAJOR 0
<br /> OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT. THE OWNER'S MANHOLE CROWNS: MILESTONES LEADING UP TO SITE START-UP. BP RESERVES THE RIGHT TO REQUEST COPIES OF INSPECTION REPORTS BEFORE INITIAL
<br /> ENGINEER, THE BP PROJECT MANAGER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST. s
<br /> ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN (1 SITE START-UP." RISE OVER 12" RUN) OF 0
<br /> MANUFACTURER ENTRY BOOT TYPE VARIANT: THE MAKE AND MODEL NUMBERS OF THE PIPING PENETRATION FITTINGS SHOWN IN THE DETAILS ARE CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER, THE BP PROJECT MANAGER WILL BE Q
<br /> NOT SUBJECT TO CHANGE. N.O.V. FRP BONDED ENTRY FITTINGS ARE REQUIRED FOR ALL PIPING PENETRATIONS. CONDUIT PENETRATIONS INTO SUMPS REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST. 7. AFTER DELIVERY OF THE FIRST LOAD OF PRODUCTS, EACH PRODUCT MUST BE TESTED AND THE RESULTS PROVIDED TO THE BP
<br /> SHALL BE AS SPECIFIED ON THE PLANS. AREA MAINTENANCE MANAGER AND TO THE BP PROJECT MANAGER, PRIOR TO ANY SALE. 0
<br /> PRODUCT IDENTIFICATION MARKINGS: COSTS OF THE SAMPLING AND ANALYSIS ARE TO BE INCLUDED IN THE CONTRACTOR'S SCOPE OF WORK. A LABORATORY CERTIFIED TO 0
<br /> CALIFORNIA VARIANT: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS THAT MEET THE ADDITIONAL CRITERIA REQUIREMENT FOR CONTINUOUS CONTRACTOR TO INSTALL PRODUCT IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE SPECIFIC DETAIL DRAWINGS. CONDUCT FUELS SAMPLING AND TESTING MUST BE USED. 0
<br /> HYDROSTATIC AND VACUUM MONITORING.
<br /> (18) TESTING: �
<br /> (13) DISPENSER INSTALLATION: CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS AND PIPING AND PER INDUSTRY (20) TANK ELECTRICAL SPECIFICATIONS: Q
<br /> STANDARD: CONTRACTOR TO INSTALL "WAYNE OVATION" STYLE DISPENSERS WITH INTEGRATED CARD READERS AND INTERCOM SYSTEM AS SHOWN ON RECOMMENDED PRACTICES (API & PEI). CONTRACTOR SHALL COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO GENERAL:
<br /> SITE SPECIFIC DESIGN DETAIL SHEETS. DISPENSERS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALLATION TO INCLUDE OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER. ALL MATERIALS AND WORKMANSHIP WILL CONFORM TO 2022 CALIFORNIA ELECTRICAL CODE AS REQUIRED BY THE ENGINEER, LOCAL AND io
<br /> DISPENSER ISLANDS, SINGLE WALL DISPENSER CONTAINMENT SUMPS, AND THE INSTALLATION OF ALL SHEAR VALVES, RISERS, PIPING CONNECTIONS PIPE TESTING: STATE CODES AND ORDINANCES, AMERICANS WITH DISABILITIES ACT, E.P.A., AND UTILITY COMPANY REQUIREMENTS.
<br /> AND ALL PENETRATIONS INTO THE SUMPS. SEE TANK ELECTRICAL DRAWINGS FOR CONDUIT AND WIRING REQUIREMENTS. ISOLATE THE PRODUCT TANKS AND DISPENSERS DURING PRESSURE TESTING OF LINES IN ORDER TO PREVENT DAMAGE. 0
<br /> THE CONTRACTOR WILL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS BID OR �
<br /> DISPENSER START UP: - START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE MINIMUM. THE DESIGN, ASSEMBLY, AND TESTING OF THE PIPING SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTION WORK. NO ALLOWANCES WILL BE MADE AFTER THE BID FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO VERIFY EXISTING 0
<br /> ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED OF ANSI-1331, AMERICAN NATIONAL STANDARD CODE FOR PRESSURE PIPING, NFPA 30, FLAMMABLE AND COMBUSTIBLE CONDITIONS.
<br /> BACK TO THE CONTRACTOR LIQUIDS CODE, AND AMERICAN PETROLEUM INSTITUTES RECOMMENDED PRACTICE 1615.
<br /> DURING CONSTRUCTION, BEFORE BACK FILLING, PIPING SHOULD BE ISOLATED FROM THE TANKS AND SUBJECTED TO A PIPE TIGHTNESS TEST. FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICTED FROM THE PLANS AND SPECIFICATIONS HEREIN - AS NOTED OR
<br /> OTHER TESTING METHODS MAY ALSO BE ACCEPTABLE IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. A CONSTRUCTION PIPE TEST IS IMPLIED - NOT LIMITED TO WHAT IS SHOWN.
<br /> CONDUCTED AS FOLLOWS: ALL DRAWINGS ARE SCHEMATIC IN NATURE AND ALL APPURTENANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED Al
<br /> ARCO BRANDED VARIANT: DISPENSERS INSTALLED WITHOUT CARD READERS IN DISPENSERS. CONTRACTOR TO INSTALL TWO 2 DOUBLE SIDED IN CONTRACTOR'S BID. SEAL:
<br /> ( ) A. THE PRODUCT PIPING TO BE TESTED IS ISOLATED AND PRESSURIZED WITH COMPRESSED AIR TO 150 PERCENT OF THE MAXIMUM SYSTEM CLARIFICATION, IT IS THE C SIGN OR INTENT, OR NEED FOR
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<br /> PAYMENT ISLAND CASHIERS (PIC UNITS) AS SHOWN ON SITE SPECIFIC PLANS. START UP BY MANUFACTURERS REPRESENTATIVE. START UP PROBLEMS OPERATING PRESSURE (OR A MINIMUM OF 50 POUNDS PER SQUARE INCH GAUGE; MAXIMUM AS RECOMMENDED BY COMPONENT MANUFACTURER) CONTRACTOR'S RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, INCONSISTENCIES WITH DE WRITING WITH THE ENGINEER. IF
<br /> DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. REFER TO FOR AT LEAST 30 MINUTES AND NOT MORE THAN 1 HOUR. THE CONTRACTOR FAILS T CLARIFY ANY QUESTIONS OR INCONSISTENCY, THEY ACCEPT RESPONSIBILITY TO CORRECT AT THEIR COST ANY
<br /> ARCHITECTURAL CANOPY DRAWINGS FOR ADDITIONAL SITE PREP AND CONDUIT REQUIREMENTS. BUBBLES.B. ALL PIPING SURFACES INCLUDING VALVES, FITTINGS, JOINTS, AND SO FORTH ARE WETTED WITH A SOAP SOLUTION AND INSPECTED FOR SUCH ITEM SO AS TO MEET INTENT AS DEFINED BY ENGINEER. ESS/p
<br /> CALIFORNIA VARIANT: DISPENSER SUMPS TO BE DOUBLE WALL AND INSTALLED WITH CONTINUOUS HYDROSTATIC MONITORING DEVICE PER AB-2481 GI
<br /> REQUIREMENTS C. LEAKS, AS INDICATED BY BUBBLES, ARE REPAIRED OR REPLACED, AND THE PIPING RE-TESTED AS NECESSARY. UTILITIES: J
<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 CONTRACTOR WILL SUPPLY INFORMATION AS REQUIRED TO ALL SERVING UTILITIES IN A TIMELY MANNER TO PROVIDE SERVICE REQUIRED. /. 6.
<br /> POUNDS PER SQUARE INCH GAUGE MAXIMUM BEFORE BACKFILLING. CARE SHOULD BE TAKEN TO PREVENT OVER PRESSURIZATION OF THE
<br /> INSTALLATION OF HANGING HARDWARE: � N0. 36475
<br /> STANDARD: - CONTRACTOR TO INSTALL VAPOR ASSIST HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER '96' CARB EXECUTIVE ORDER INTERSTICE. IT IS IMPORTANT THAT THE MANUFACTURERS INSTRUCTIONS BE FOLLOWED. REPEAT BOTH TESTS AFTER BACKFILLING. RSG FITTINGS & CONDUIT: XP. 6-30-24
<br /> G-70-153-AD. SITES WHERE ORVR COMPATIBLE SYSTEMS ARE NOT REQUIRED WHEN THE PIPING IS INSTALLED AND OPERATIONAL, A HYDROSTATIC TEST OF THE PIPING, AS SPECIFIED IN NFPA 329, MAY BE REQUIRED BY RGS FITTINGS MUST BE STEEL COMPRESSION TYPE; EACH WITH CODE SIZED COPPER BOND WIRE. MINIMUM CONDUIT 1" C. EXCEPT AS
<br /> ARCO BRAND VARIANT - CONTRACTOR TO INSTALL ORVR COMPATIBLE BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER CARB CODES. NOTED. ALL WORK WILL BE IN CONDUIT; COMPLETED SYSTEM REAMED, AND SWABBED PRIOR TO CONDUCTOR INSTALL. �TF CALIF
<br /> EXECUTIVE ORDER G-70-52-AM PER LOCAL STATUES. CAUTION: EXTREME CARE SHOULD BE EXERCISED IN CONDUCTING PIPE TIGHTNESS TEST. PRESSURIZED PIPING IS POTENTIALLY DANGEROUS ALL CONDUITS TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS TIE WIRE, PERFORATED STRAPS, OR OTHER PIPING OR
<br /> CALIFORNIA VARIANT - CONTRACTOR TO INSTALL ORVR/PHASE II EVR COMPATIBLE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER BECAUSE OF THE POSSIBILITY OF VIOLENT RUPTURE. THIS TEST SHOULD BE CONDUCTED WITH MINIMUM EXPOSURE OF PERSONNEL AND WITHOUT CONDUIT ARE NOT ACCEPTABLE SUPPORTS. NO TIE WIRE WILL BE ALLOWED ON PROJECT.
<br /> APPLICABLE CARB EXECUTIVE ORDER WITH IN SYSTEM DIAGNOSTICS (ISD) PER LOCAL JURISDICTIONAL REQUIREMENTS. MOVING OR DISTURBING THE PIPING BEING TESTED. WHEN THE TEST IS COMPLETED, THE PIPING PRESSURE CAN BE REDUCED OR RELEASED CALIFORNIA VARIANT - THE LAST 2 FEET (MINIMUM) OF ALL CONDUITS THAT ARE ROUTED TO AND PENETRATE TANK SUMPS, DISPENSER
<br /> COMPLETELY FOR THE REMAINDER OF CONSTRUCTION. REFER TO THE PIPING MANUFACTURERS RECOMMENDATIONS. SUMPS AND VENT TRANSITION SUMPS SHALL BE PVC COATED RIGID STEEL GALVANIZED WHERE PENETRATIONS TO THE BRINE FILLED
<br /> N.O.V. PIPING SHALL BE TESTED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SUMPS ARE MADE. ROBROY CONDUIT MUST BE USED WITH THE BRAVO PENETRATION FITTING - NO SUBSTITUTE PERMITTED. z
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<br /> (14) SUMP SENSOR INSTALLATION: VAPOR RECOVER PIPING MUST PASS ALL CARB BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY, & BLOCKAGE RATES. A/L TESTING
<br /> ,> CONDUCTORS: co
<br /> CONTRACTOR TO INSTALL ALL FILL SUMP, TURBINE SUMP AND DISPENSER SUMP SENSORS PER VEEDER ROOT INSTALLATION INSTRUCTIONS. SUMP IS REQUIRED FOR ASSISTED STAGE II SYSTEMS (IF INSTALLED). NOTIFY THE BP PROJECT MANAGER TO COORDINATE. 0 cy)
<br /> SENSORS TO BE INSTALLED IN SUMP HOLDERS MOUNTED TO SIDE OF SUMP WALLS SEE TANK DETAIL SHEETS FOR LIQUID SENSOR DETAILS. CONDUCTORS TO BE 60OV., COPPER (98% CONDUCTIVITY). BRANCH CIRCUITS TO HAVE THHN/THWN GAS & OIL RESISTANT INSULATION. U z co o
<br /> TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW LOWEST CONTAINMENT SUMP TESTING: z < L Lo
<br /> CONDUCTORS WILL BE STRANDED, HYDRAULIC CRIMP ALL CONNECTIONS. CONDUCTOR INSULATION WILL BE CONTINUOUSLY COLOR COATED.
<br /> PENETRATION FITTING WITHIN SUMP AREA AT BOTTOM OF SUMP. SEE TANK ELECTRICAL DRAWINGS FOR MONITORING CONDUIT DETAILS AND SENSOR ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER - z co r
<br /> ALL GROUNDING/BUILDING CONDUCTORS WILL BE MULTI-CONDUCTOR TYPE (U.L. LABELED - ROPE STRAND BUILDING WIRE CLASS M )
<br /> AND PROBE WIRING DETAILS. ABOVE THE LEVEL OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETED TO 0 p co c0
<br /> BARE OR INSULATED AS NOTED OR REQUIRED. co Z v o 0'
<br /> INSURE THAT THE SUMPS ARE WATERTIGHT OR CERTIFIED USING SUMP MANUFACTURER'S APPROVED TEST PROCEDURE TO INSURE THAT Q
<br /> MINIMUM LINE VOLTAGE WIRE SIZE IS #12 AWG (STRANDED) FOR LINE VOLTAGE WIRING DEVICES TO BE SPECIFICATION GRADE, o - Z) 0
<br /> (15) OVERFILL ALARM AND ACKNOWLEDGE SWITCH INSTALLATION: SUMPS ARE WATERTIGHT PER UST REGULATIONS. THE OWNERS ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION MINIMUM 20 AMPS FOR RECEPTACLES. HUBBELL OR ENGINEER APPROVED. ALL SPECIAL RECEPTACLES AND GROUND FAULT w � O x
<br /> CHECKLIST. W z z
<br /> CONTRACTOR TO INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO PROVIDE AN PROTECTED DEVICES MUST BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES.
<br /> UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE SITE SPECIFIC WIRING DIAGRAM CALIFORNIA VARIANT: ALL DOUBLE WALL SUMPS SHALL BE BRINE FILLED AND INSPECTED FOR TIGHTNESS THROUGHOUT THE INSTALLATION I w 0 >_ z o
<br /> FILL RISER GROUNDING: I I � Z c� z D co
<br /> AND DETAILS FOR MOUNTING REQUIREMENTS. PROCESS ONCE SUMPS HAVE BEEN FILLED WITH BRINE SOLUTION. ( )
<br /> ALL RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED. z c7 v o
<br /> (1 6) VEEDER ROOT CONSOLE INSTALLATION: z z � o z N
<br /> FINAL SYSTEM TESTING: INSTALL 1/2" x 10'-0" LONG CONTINUOUS COPPER CLAD GROUND ROD IN NATIVE SOIL FOR TANK SYSTEM GROUNDING. PROVIDE w 0 r
<br /> CONTRACTOR TO INSTALL VEEDER ROOT TLS-450 PLUS TANK AND LINE ALARM CONTROL PANEL IN BUILDING. INSTALL PER a_g LLJ w Q 0 c0
<br /> AFTER COMPLETE INSTALLATION OF THE ENTIRE FUEL SYSTEM AND ALL PAVING, THE OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANHOLE ACCESS TO GROUND ROD AND COPPER GROUND WIRE, SEE DETAILS ON SHEET G.0.7.2. z U) z c0
<br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION IN BUILDING. U) - Lo Q
<br /> MANAGER, SHALL ARRANGE FOR A PRECISION TANK AND LINE TEST TO BE PERFORMED ON THE COMPLETE SYSTEM. SUCCESSFUL COMPLETION OF c7 o U
<br /> THIS TEST WILL BE REQUIRED FOR FINAL APPROVAL. THIS TEST SHALL ENSURE THAT ALL NEW TANK & PIPING SHALL MEET ALL FEDERAL, STATE, EMERGENCY SHUTDOWN: 06 w 00 w
<br /> CALIFORNIA VARIANT: TLS-350 PLUS CONSOLE TO BE EQUIPPED WITH ADDITIONAL SENSOR MODULES TO ADDRESS AB-2481 AND & LOCAL REQUIREMENTS FOR TIGHTNESS INTEGRITY, PRIOR TO START-UP OF SYSTEM. OPERATIONALLY TEST ALL OTHER EQUIPMENT, INCLUDING Q "I z
<br /> CARB ISD REQUIREMENTS. TLS-450 PLUS WILL BE REQUIRED ONCE APPROVED BY CALIFORNIA ENSURE THAT THE E-STOP DISCONNECTS THE HOT AND NEUTRAL WIRES TO THE DISPENSERS z 0
<br /> IMPACT (SHEAR) VALVES, LINK LEAK DETECTORS, LEAK DETECTOR ALARMS, AND EMERGENCY SHUTDOWN SWITCHES IN ACCORDANCE WITH THE ENSURE THAT THE E-STOP DISCONNECTS THE HOT AND NEUTRAL WIRES TO THE TURBINES =
<br /> MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE (3) COPIES OF ALL CERTIFICATIONS & TEST RESULTS TO OWNER'S REPRESENTATIVE ENSURE THAT THE TURBINE PUMPS ARE ISOLATED TO AVOID FEEDBACK VOLTAGE z o
<br /> OR HIS AGENT, THE BP PROJECT MANAGER. ENSURE THAT THE E-STOP DISCONNECTS THE LOW VOLTAGE WIRES TO THE DISPENSER (I.E. DATA, INTERCOM, MEDIA) J
<br /> (17) CONCRETE SLAB INSTALLATION: TANK SYSTEM TEST METHOD CALIFORNIA ONLY AB-2481: ENSURE THAT THE TURBINE AND DISPENSER BREAKERS ARE CLEARLY IDENTIFIED / LABELED DEVELOPMENT INFORMATION:
<br /> REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE UNDERGROUND STORAGE TANK SHALL BE TESTED AFTER ENSURE THAT EACH DISPENSER HAS ITS OWN DEDICATED CIRCUIT
<br /> INSTALLATION USING ONE OF THE FOLLOWING METHODS TO DEMONSTRATE THAT THE TANK IS PRODUCT TIGHT: ENSURE THAT EACH PUMP HAS ITS OWN DEDICATED CIRCUIT
<br /> 1) ENHANCED LEAK DETECTION (ELD) BY TRACER CORPORATION. ENSURE THAT THE DISPENSING EQUIPMENT IS GROUNDED PER NEC
<br /> STANDARD: 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND APPROVED BY THE BOARD. ENSURE THAT ALL OF THE DISPENSING EQUIPMENT MEETS NEC LOCK OUT/TAG OUT CODES.
<br /> 1. CONCRETE SLAB OVER TANKS WITH A MINIMUM 8" THICK FIBER REINFORCEMENT TO BE USED. REINFORCE CONCRETE SLAB 3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT GAS PRESSURE TEST BY THE BOARD IN
<br /> AROUND MANHOLES WITH (4) #4 REBAR, 60" IN LENGTH FOR THE LARGE MANHOLES AND 30" FOR SMALL MANHOLES REGULATIONS ADOPTED PURSUANT TO THE APPLICABLE CHAPTER IN THE CODE. AN UNDERGROUND STORAGE TANK INSTALLED AND TESTED CONTRACTOR PERFORMANCE:
<br /> PLACE REBAR 6" FROM SIDES OF BOX. SEE RECIPE BELOW. IN ACCORDANCE WITH THIS SECTION IS EXEMPT FROM THE REQUIREMENTS OF SECTION 25292.5. THE CONTRACTOR WILL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED BY HIM UNDER THIS CONTRACTOR FOR A PERIOD OF TWO
<br /> 2. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK FIBER REINFORCED CONCRETE TO BE USED. 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 /> SEE RECIPE BELOW. VALIDATE THIS GUARANTEE. ANY DEFECTS DEVELOPING WITHIN THE PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP PERFORMED HERE UNDER,
<br /> 3. CONCRETE FORMLESS ISLAND WITH A 6" HEIGHT ABOVE FINISHED GRADE FIBER REINFORCED CONCRETE TO BE USED. WILL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOR NOT THE OWNER OR ENGINEER. THE CONTRACTOR WILL ACCEPT AND FULLY SITE ADDRESS:
<br /> SEE RECIPE BELOW. UNDERSTAND THIS PROVISION PRIOR TO CONTRACT BEING AWARDED, AS NO CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED FOR CORRECTION
<br /> OF FAULTY WORK OR DEFECTIVE MATERIALS. ANYTIME DURING THE CONSTRUCTION PERIOD, THE OWNERS REPRESENTATIVES AND THE ENGINEER ADDRESS
<br /> RETAIN THE RIGHT TO REQUIRE THE CONTRACTOR TO REMOVE AND REINSTALL ANY EQUIPMENT OR MATERIALS NOT FOLLOWING THE STANDARDS AS
<br /> PRESENTED HEREIN OR ON THE DRAWINGS WITHOUT COST TO THE OWNER OR ENGINEER. 9036THORNTON ROAD
<br /> STOCKTON,CA 95209
<br /> CONTRACTOR WILL PROVIDE PROOF OF PERFORMANCE BOND WITH SHOP DRAWINGS
<br /> PROVIDE 3 SETS OF SHOP DRAWINGS & SAMPLES FOR ALL EQUIPMENT, PRIOR TO ORDERING AND IN A TIMELY MANNER (AS DETERMINED BY THE
<br /> 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. DESIGNED BY:
<br /> CONTRACTOR WILL PROVIDE LETTER TO ENGINEER CONFIRMING ALL EQUIPMENT AND TERMINATIONS ARE PROPERLY TORQUED - SIGNED BY CHECKED BY:
<br /> LICENSED CONTRACTOR.
<br /> CONTRACTOR WILL PROVIDE ACCURATE AND COMPLETE "AS BUILT" DRAWINGS TO OWNER AND ENGINEER AT TIME OF OWNER ACCEPTANCE. ALL DRAWN BY: ER
<br /> "AS BUILT" DRAWINGS TO BE 4 SETS OF "BLUELINES" OR PHOTO COPY PRINTS 24" X 36" AND TWO SETS (OWNER/ENGINEER) ON MAGNETIC DATE: PROJECT NO:
<br /> MEDIA & AUTOCAD 2010 (BY AUTODESK) COMPATIBLE. FAILURE TO DO SO WILL CONSTITUTE FORFEITURE OF ALL PAYMENTS DUE AND HOURLY 09/15/2023
<br /> RATES OR $99.00/HOUR/MAN MINIMUM TO ENGINEER PAID BY CONTRACTOR FOR "AS BUILT" DEVELOPMENT. DRAWING TITLE:
<br /> TANK AND PIPING
<br /> SCOPE OF WORK
<br /> CALIFORNIA VARIANT: AND GENERAL NOTES
<br /> 1. CONCRETE SLAB OVER TANKS WITH A MINIMUM 8" THICK FIBER REINFORCEMENT TO BE USED. REINFORCE CONCRETE SLAB (FRP 2 OF 3)
<br /> AROUND MANHOLES WITH (4) #4 REBAR, 60" IN LENGTH FOR THE LARGE MANHOLES AND 30" FOR SMALL MANHOLES
<br /> PLACE REBAR 6" FROM SIDES OF BOX. SEE RECIPE BELOW. SHEET NO:
<br /> 2. THICKEN CONCRETE SLAB AT DISPENSER SUMPS AND TANK FILL AND TURBINE SUMPS SUCH THAT THE BOTTOM OF
<br /> CONCRETE IS BELOW THE TOP OF THE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481
<br /> REQUIREMENTS.
<br /> 3. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK FIBER REINFORCED CONCRETE TO BE USED.
<br /> SEE RECIPE BELOW. G ,0,2 ,2
<br /> 4. CONCRETE FORMLESS ISLAND WITH A 6" HEIGHT ABOVE FINISHED GRADE FIBER REINFORCED CONCRETE TO BE USED.
<br /> SEE RECIPE BELOW.
<br /> VERSION 15.0 2023 SERIES
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