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TANK AND PIPING INSTALLATION SCOPE OF WORK: CLIENT: bp (11 ) METAL PIPE AND FITTINGS: (16) VEEDER ROOT CONSOLE INSTALLATION: TANK SYSTEM TEST METHOD CALIFORNIA ONLY AB-2481: I/ CONTRACTOR TO INSTALL "VEEDER ROOT TLS-350 PLUS" TANK AND LINE ALARM CONTROL PANEL IN BUILDING. INSTALL PER BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE UNDERGROUND STORAGE TANK SHALL BE TESTED AFTER STANDARD: STEEL PIPE SHOWN ON THESE DRAWINGS TO BE MINIMUM SCHEDULE 40. METAL PRODUCT LINE FITTINGS TO BE MALLEABLE IRON CLASS INSTALLATION USING ONE OF THE FOLLOWING METHODS TO DEMONSTRATE THAT THE TANK IS PRODUCT TIGHT: WE 150, GALVANIZED. ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY "ANVIL" (FORMERLY "GRINNELL") OR EQUAL SPECIFICATIONS AS FOLLOWS: MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION IN BUILDING. 1) ENHANCED LEAK DETECTION (ELD) BY TRACER CORPORATION. DIMENSIONS MATERIAL GALVANIZING THREAD PRESSURE RATING CALIFORNIA VARIANT: TLS-350 PLUS CONSOLE TO BE EQUIPPED WITH ADDITIONAL SENSOR MODULES TO ADDRESS AB-2481 AND CARB ISD 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND APPROVED BY THE BOARD. / M.I. FITTINGS REQUIREMENTS. 3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT GAS PRESSURE TEST BY THE BOARD IN (TEES, ELBOWS) NYC VARIANT: CONSOLE TO BE PROGRAMMED FOR MASTER/MASTER ALTERNATE START REGULATIONS ADOPTED PURSUANT TO THE APPLICABLE CHAPTER IN THE CODE. AN UNDERGROUND STORAGE TANK INSTALLED AND TESTED CLASS 150/PN 20 ASME 816.3 ASTM A-197 ASTM A-153 ASME B.1 20.1 ASME B16.3 IN ACCORDANCE WITH THIS SECTION IS EXEMPT FROM THE REQUIREMENTS OF SECTION 25292.5. M.I. UNIONS (17) CONCRETE SLAB INSTALLATION: CLASS 150/PN 20 ASME 816.39 ASTM A-197 ASTM A-153 ASME B.1 20.1 ASME B16.3 REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. (19) CHECKING FOR PRODUCT QUALITY: INITIAL SITE COMMISSIONING RECOMMENDED PRACTICES STEEL PIPE NIPPLES BEFORE OPENING YOUR STORE, IT IS APPROPRIATE AND PROPER PROCEDURE TO CHECK YOUR FUELING EQUIPMENT TO MINIMIZE POSSIBLE CLASS 150/PN 20 ASTM A733 ASTM A-53 ASTM A-153 ASME 6.1 20.1 ASME 816.3 STANDARD: PRODUCT QUALITY ISSUES. THIS GUIDANCE MUST BE FOLLOWED TO ENSURE THAT PRODUCT QUALITY HAS BEEN MAINTAINED, AND IS (F OR E) 1. CONCRETE SLAB OVER TANKS WITH A MINIMUM 8" THICK FIBER REINFORCEMENT TO BE USED. REINFORCE CONCRETE SLAB ACCEPTABLE FOR OUR CUSTOMERS. STEEL PIPE AROUND MANHOLES WITH (4) #4 REBAR, 60" IN LENGTH FOR THE LARGE MANHOLES AND 30" FOR SMALL MANHOLES THE UNDERLYING ASSUMPTION IS THAT THE GENERAL CONTRACTOR, WHO WAS RESPONSIBLE FOR BUILDING YOUR STATION, HAS PROPERLY CLASS 150/PN 20 N/A ASTM A-53 ASTM A-153 ASME B.1 20.1 ASME B16.3 PLACE REBAR 6" FROM SIDES OF BOX. SEE RECIPE BELOW. PERFORMED THEIR JOB AND CHECKED THAT TANKS AND PIPING HAVE BEEN PROPERLY INSTALLED, TESTED, CLEANED, AND LABELED AT A SCHEDULE 40 (F OR E) 2. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK FIBER REINFORCED CONCRETE TO BE USED. MINIMUM. ANY BP AREA MAINTENANCE MANAGER, OR BP PROJECT MANAGER, HAS A CHECKLIST SHOWING KEY POINTS TO LOOK FOR GASOLINE/ALCOHOL COMPATIBLE THREAD SEALANT LIKE LOCTITE 567 SHALL BE USED ON ALL THREADED PIPE CONNECTIONS. SEE RECIPE BELOW. BEFORE ACCEPTING A SITE AS "COMPLETE" FROM THE CONTRACTOR. SOME KEY AREAS ARE AS FOLLOWS: ANY METAL PIPE OR FITTING USED FOR PRODUCT, VENT, OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACK FILL MUST BE 100% COVERED WITH 3. CONCRETE FORMLESS ISLAND WITH A 6" HEIGHT ABOVE FINISHED GRADE FIBER REINFORCED CONCRETE TO BE USED. 1. CONFIRM THAT APPROPRIATE PRODUCT TAGS HAVE BEEN INSTALLED AT THE FILL RISERS. A 3M SCOTCHRAP PRIMER AND 3M TEMFLEX 10 MIL. OR 10 MIL. SELF-PRIME PROSELECT PIPE TAPE. SEE RECIPE BELOW. ARCO NYC VARIANT: 2. PERFORM A FINAL INSPECTION FOR THE PRESENCE OF WATER IN THE PIPING TO THE DISPENSERS BY OPENING THE TURBINE 1. CONCRETE SLAB OVER TANKS WITH A MINIMUM 10" THICKNESS AND BELOW TANKS WITH A MINIMUM 12" THICKNESS, DISCHARGE CONNECTION AT EACH TURBINE SUMP, AND OPENING/REMOVING THE BLEEDER/TEST PLUG ON IMPACT VALVE. ANY TRAPPED (12) PIPING SUMP PENETRATION INSTALLATION: REINFORCED WITH TWO LAYERS OF 6X6-W5.5XW5.5 ON 2" STEEL CHAIRS TOP & BOTTOM. REINFORCE CONCRETE SLAB LIQUIDS SHOULD DRAIN BACK TO THE TURBINE SUMP FOR REMOVAL. BP WEST COAST PRODUCTS, LLC STANDARD: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS. ALL PENETRATIONS OF THE SUMPS TO BE ON A LINE TOWARD THE CENTER OF AROUND MANHOLES WITH (4) #4 REBAR, 60" IN LENGTH FOR THE LARGE MANHOLES AND 30" FOR SMALL MANHOLES 3. CONFIRM THAT BOTH GASOLINE AND DIESEL DISPENSERS ARE INSTALLED WITH A MINIMUM (MEANING A MESH SIZE NOT GREATER THE SUMP, NOT TO EXCEED MANUFACTURERS RECOMMENDED ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEADNO. DATE DESCRIPTION AND COMPRESSION FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST PLACE REBAR 6" FROM SIDES OF BOX. SEE RECIPE BELOW. THAN) 10 MICRON FILTER. ANY FACTORY INSTALLED FILTER AFTER STARTUP MUST BE DISCARDED IN ACCORDANCE WITH USED FUEL 2. LOAD BEARING 12"X16" CONCRETE BLOCK PIERS FILLED WITH TYPE "M" MORTAR SPACED NO MORE THAN 3'-2" APART. FILTER WASTE MANAGEMENT ENVIRONMENTAL GUIDELINES. BE SEALED WITH DOUBLE SIDED BULKHEAD FITTINGS IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD Q FOR ALTERNATE SONOTU OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT. THE OWNER'S PIER CONFIGURATION A MINIMUM 16" DIAMETER CONCRETE PIER WITH #3 REBAR HORIZONTAL 4. CONFIRM THAT PROPER DECALS, TAX NUMBERS, AND OTHER SIGNAGE REQUIRED PER PLANS, REGULATORY REQUIREMENTS, AND D ENGINEER, THE BP PROJECT MANAGER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST. TIES SPACED EVERY 2' VERTICALLY AND (5) #5 VERTICAL REBARS SPACE EQUALLY CONTRACTUAL AGREEMENTS ARE INSTALLED. 3. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK, REINFORCED WITH TWO LAYERS OF MANUFACTURER ENTRY BOOT TYPE VARIANT: THE MAKE AND MODEL NUMBERS OF THE PIPING PENETRATION FITTINGS SHOWN IN THE DETAILS ARE 6X6-W5.5XW5.5 ON 2" STEEL CHAIRS TOP & BOTTOM. 5. PERFORM A FINAL INSPECTION FOR THE PRESENCE OF WATER WITHIN THE UNDERGROUND STORAGE TANKS, OR IN THE PIPING a NOT SUBJECT TO CHANGE. N.O.V. FRP BONDED ENTRY FITTINGS ARE REQUIRED FOR ALL PIPING PENETRATIONS. CONDUIT PENETRATIONS INTO SUMPS 4. CONCRETE FORMLESS ISLAND WITH A 6" HEIGHT ABOVE FINISHED GRADE FIBER REINFORCED CONCRETE TO BE USED. SEE GOING TO THE DISPENSERS. INSPECTION FOR WATER IN THE TANK SHALL BE PERFORMED USING SARGEL'S WATER FINDING PASTE (OR SHALL BE AS SPECIFIED ON THE PLANS. RECIPE BELOW. EQUAL), AND CONDUCTED AT BOTH ENDS OF THE TANK. IF LEVELS OF WATER GREATER THAN 1/4" ARE DETECTED, PROCEED WITH 5. CONCRETE WALKWAY WITH A MINIMUM 4" THICK FIBER REINFORCED CONCRETE TO BE USED. SEE RECIPE BELOW. WATER ELIMINATION PROCEDURES, AND REQUEST THAT THE CONTRACTOR DO THIS AS PART OF THEIR SCOPE OF WORK. Q6 CALIFORNIA VARIANT: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS THAT MEET THE ADDITIONAL CRITERIA REQUIREMENT FOR CONTINUOUS 6. CONCRETE DRIVEWAY WITH A MINIMUM 7" THICK FIBER REINFORCED CONCRETE TO BE USED. SEE RECIPE BELOW. Q HYDROSTATIC AND VACUUM MONITORING. 6. THE BP REPRESENTATIVE (REGIONAL ACCOUNT EXECUTIVE OR FRANCHISE CONSULTANT) SHALL BE INFORMED OF ALL MAJOR CALIFORNIA VARIANT: MILESTONES LEADING UP TO SITE START-UP. BP RESERVES THE RIGHT TO REQUEST COPIES OF INSPECTION REPORTS BEFORE INITIAL Qs 1. CONCRETE SLAB OVER TANKS WITH A MINIMUM 8" THICK FIBER REINFORCEMENT TO BE USED. REINFORCE CONCRETE SLAB SITE START-UP. Q (13) DISPENSER INSTALLATION: AROUND MANHOLES WITH (4) #4 REBAR, 60" IN LENGTH FOR THE LARGE MANHOLES AND 30" FOR SMALL MANHOLES 7. AFTER DELIVERY OF THE FIRST LOAD OF PRODUCTS EACH PRODUCT MUST BE TESTED AND THE RESULTS PROVIDED TO THE BP s STANDARD: CONTRACTOR TO INSTALL "WAYNE OVATION" STYLE DISPENSERS WITH INTEGRATED CARD READERS AND INTERCOM SYSTEM AS SHOWN ON PLACE REBAR 6" FROM SIDES OF BOX. SEE RECIPE BELOW. io 2. THICKEN CONCRETE SLAB AT DISPENSER SUMPS AND TANK FILL AND TURBINE SUMPS SUCH THAT THE BOTTOM OF AREA MAINTENANCE MANAGER AND TO THE BP PROJECT MANAGER, PRIOR TO ANY SALE. SITE SPECIFIC DESIGN DETAIL SHEETS. DISPENSERS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALLATION TO INCLUDE DISPENSER ISLANDS, SINGLE WALL DISPENSER CONTAINMENT SUMPS, AND THE INSTALLATION OF ALL SHEAR VALVES, RISERS, PIPING CONNECTIONS CONCRETE IS BELOW THE TOP OF THE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER AB-2481 COSTS OF THE SAMPLING AND ANALYSIS ARE TO BE INCLUDED IN THE CONTRACTOR'S SCOPE OF WORK. A LABORATORY CERTIFIED TO AND ALL PENETRATIONS INTO THE SUMPS. SEE TANK ELECTRICAL DRAWINGS FOR CONDUIT AND WIRING REQUIREMENTS. REQUIREMENTS. CONDUCT FUELS SAMPLING AND TESTING MUST BE USED. i2 3. CONCRETE DRIVE SLAB AT CANOPY FUELING AREA WITH A MINIMUM 6" THICK FIBER REINFORCED CONCRETE TO BE USED. Q DISPENSER START UP: - START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE MINIMUM. SEE RECIPE BELOW. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED 4. CONCRETE FORMLESS ISLAND WITH A 6" HEIGHT ABOVE FINISHED GRADE FIBER REINFORCED CONCRETE TO BE USED. (20) TANK ELECTRICAL SPECIFICATIONS: BACK TO THE CONTRACTOR SEE RECIPE BELOW. GENERAL: CONCRETE MIX RECIPE. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE NO LESS THAN 2" AND NO 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., MORE THAN 4" FROM SURFACE. U.B.C. & NFPA AS REQUIRED BY THE ENGINEER, LOCAL AND STATE CODES AND ORDINANCES, AMERICANS WITH DISABILITIES ACT, E.P.A., NYC VARIANT: DISPENSER SUMPS SHALL BE BACK FILLED WITH PEA GRAVEL PER NYC CODE. DISPENSER ISLAND SHALL BE EQUIPPED WITH A FIRE AND UTILITY COMPANY REQUIREMENTS. SEAL: UNLESS OTHERWISE NOTED ON THESE DRAWINGS: SUPPRESSION SYSTEM. SEE FIRE SUPPRESSION DETAILS FOR INSTALLATION REQUIREMENTS. a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) THE CONTRACTOR WILL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS BID OR ARCO BRANDED VARIANT: DISPENSERS INSTALLED WITHOUT CARD READERS IN DISPENSERS. CONTRACTOR TO INSTALL TWO (2) DOUBLE SIDED b. CEMENT - TYPE 1/11, SULFATE RESISTANT WORK. NO ALLOWANCES WILL BE MADE AFTER THE BID FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO VERIFY EXISTING PAYMENT ISLAND CASHIERS (PIC UNITS) AS SHOWN ON SITE SPECIFIC PLANS. START UP BY MANUFACTURERS REPRESENTATIVE. START UP PROBLEMS c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) CONDITIONS. DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. REFER TO d. 28 DAY CONCRETE STRENGTH (Vc): FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICTED FROM THE PLANS AND SPECIFICATIONS HEREIN - AS NOTED OR FESsiOr� 4,000 PSI - SLAB DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED IMPLIED - NOT LIMITED TO WHAT IS SHOWN. G � ARCHITECTURAL CANOPY DRAWINGS FOR ADDITIONAL SITE PREP AND CONDUIT REQUIREMENTS. ( ) e. SLUMP - 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT ALL DRAWINGS ARE SCHEMATIC IN NATURE AND ALL APPURTENANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED CALIFORNIA VARIANT: DISPENSER SUMPS TO BE DOUBLE WALL AND INSTALLED WITH CONTINUOUS HYDROSTATIC MONITORING DEVICE PER AB-2481 f. SHRINKAGE - 0.05% MAXIMUM IN CONTRACTOR'S BID. N0. 36475 REQUIREMENTS 9. ENTRAINED AIR RANGE - 2% TO 4% IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, INCONSISTENCIES WITH DESIGN OR INTENT, OR NEED FOR * XP. 6-30-22 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 CLARIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN WRITING WITH THE ENGINEER. IF INSTALLATION OF HANGING HARDWARE: SACK. ADD 3.0 LB MARCO (STRUCTURAL) FIBER PER CU. YD. REINFORCING CONCRETE. THE CONTRACTOR FAILS TO CLARIFY ANY QUESTIONS OR INCONSISTENCY, THEY ACCEPT RESPONSIBILITY TO CORRECT AT THEIR COST ANY C/W_ 0��\ STANDARD: - CONTRACTOR TO INSTALL VAPOR ASSIST HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER '96' CARB EXECUTIVE ORDER REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE #4 REBAR. SUCH ITEM SO AS TO MEET INTENT AS DEFINED BY ENGINEER. CAI-�F G-70-153-AD. SITES WHERE ORVR COMPATIBLE SYSTEMS ARE NOT REQUIRED UTILITIES: MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. ARCO BRAND VARIANT - CONTRACTOR TO INSTALL ORVR COMPATIBLE BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER CARB PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CONTRACTOR WILL SUPPLY INFORMATION AS REQUIRED TO ALL SERVING UTILITIES IN A TIMELY MANNER TO PROVIDE SERVICE REQUIRED. EXECUTIVE ORDER G-70-52-AM PER LOCAL STATUES. CHAPTER 3 OF THE IBC, IS PROVIDED. RSG FITTINGS 8c CONDUIT: I CALIFORNIA VARIANT - CONTRACTOR TO INSTALL ORVR/PHASE II EVR COMPATIBLE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. APPLICABLE CARB EXECUTIVE ORDER WITH IN SYSTEM DIAGNOSTICS (ISD) PER LOCAL JURISDICTIONAL REQUIREMENTS. RGS FITTINGS MUST BE STEEL COMPRESSION TYPE; EACH WITH CODE SIZED COPPER BOND WIRE. MINIMUM CONDUIT 1" C. EXCEPT AS w CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. NOTED. ALL WORK WILL BE IN CONDUIT; COMPLETED SYSTEM REAMED, AND SWABBED PRIOR TO CONDUCTOR INSTALL. w co NEW JERSEY VARIANT - CONTRACTOR TO INSTALL LOW PERMEATION HOSE AND COMPATIBLE HARDWARE. SEE SHEET G.0.6.15 BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT 0 co ALL CONDUITS TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS TIE WIRE, PERFORATED STRAPS, OR OTHER PIPING OR Q rn MOVEMENT. (� z CONDUIT ARE NOT ACCEPTABLE SUPPORTS. NO TIE WIRE WILL BE ALLOWED ON PROJECT. Q m Lo o (14) SUMP SENSOR INSTALLATION: MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). Z 2i L N CONTRACTOR TO INSTALL ALL FILL SUMP, TURBINE SUMP AND DISPENSER SUMP SENSORS PER VEEDER ROOT INSTALLATION INSTRUCTIONS. SUMP MANHOLE CROWNS: CALIFORNIA VARIANT - THE LAST 2 FEET (MINIMUM) OF ALL CONDUITS THAT ARE ROUTED TO AND PENETRATE TANK SUMPS, DISPENSER z E5 0 r SENSORS TO BE INSTALLED IN SUMP HOLDERS MOUNTED TO SIDE OF SUMP WALLS SEE TANK DETAIL SHEETS FOR LIQUID SENSOR DETAILS. ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1 -1/2" CROWN (1 " RISE OVER 12" RUN) OF SUMPS AND VENT TRANSITION SUMPS SHALL BE PVC COATED RIGID STEEL GALVANIZED WHERE PENETRATIONS TO THE BRINE FILLED 0 O u) rn TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW LOWEST SUMPS ARE MADE. ROBROY CONDUIT MUST BE USED WITH THE BRAVO PENETRATION FITTING - NO SUBSTITUTE PERMITTED. m Z v o Q o m PENETRATION FITTING WITHIN SUMP AREA AT BOTTOM OF SUMP. SEE TANK ELECTRICAL DRAWINGS FOR MONITORING CONDUIT DETAILS AND SENSOR CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER, THE BP PROJECT MANAGER WILL BE 0 0 x REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST. m m > Q AND PROBE WIRING DETAILS. CONDUCTORS: Q LJJ z z U- p_PRODUCT IDENTIFICATION MARKINGS: CONDUCTORS TO BE 60OV., COPPER (98% CONDUCTIVITY). BRANCH CIRCUITS TO HAVE THHN/THWN GAS & OIL RESISTANT INSULATION. LU z o ojZ o Z) co (15) OVERFILL ALARM AND ACKNOWLEDGE SWITCH INSTALLATION: CONTRACTOR TO INSTALL PRODUCT IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE SPECIFIC DETAIL DRAWINGS. (I I� m - a 0 °' CONDUCTORS WILL BE STRANDED, HYDRAULIC CRIMP ALL CONNECTIONS. CONDUCTOR INSULATION WILL BE CONTINUOUSLY COLOR COATED. (� 0 U CU o CONTRACTOR TO INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO PROVIDE AN V z z n ALL GROUNDING/BUILDING CONDUCTORS WILL BE MULTI-CONDUCTOR TYPE (U.L. LABELED - ROPE STRAND BUILDING WIRE CLASS M ) Z � p z a UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE SITE SPECIFIC WIRING DIAGRAM (18) TESTING: BARE OR INSULATED AS NOTED OR REQUIRED. LLJ w z 0 -- AND DETAILS FOR MOUNTING REQUIREMENTS. m z T CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS AND PIPING AND PER INDUSTRY MINIMUM LINE VOLTAGE WIRE SIZE IS #12 AWG (STRANDED) FOR LINE VOLTAGE WIRING DEVICES TO BE SPECIFICATION GRADE, (n i �Lo Q C° OVERFILL PREVENTION EQUIPMENT REQUIREMENTS RECOMMENDED PRACTICES (API & PEI). CONTRACTOR SHALL COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO MINIMUM 20 AMPS FOR RECEPTACLES. HUBBELL OR ENGINEER APPROVED. ALL SPECIAL RECEPTACLES AND GROUND FAULT 06 z o 0 INSTALLATION OF OPE IS REQUIRED PURSUANT TO HEALTH AND SAFETY CODE, DIVISION 20, OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER. PROTECTED DEVICES MUST BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES. w w z CHAPTER 6.7, SECTIONS 25290.1(F), 25290.2(E), 25291(C), AND 25292(D) AND CALIFORNIA PIPE TESTING: FILL RISER GROUNDING: Q z o CODE OF REGULATIONS, TITLE 23, DIVISION 3, CHAPTER 16 (UST REGULATIONS), SECTIONS 2631(L), ISOLATE THE PRODUCT TANKS AND DISPENSERS DURING PRESSURE TESTING OF LINES IN ORDER TO PREVENT DAMAGE. ALL RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED. z COMPA m AND (D), AND 2665. OPE IS NOT PERMITTED TO ALLOW MANUAL OVERRIDE AND MUST BE THE DESIGN, ASSEMBLY, AND TESTING OF THE PIPING SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTION INSTALL 1/2" x 10'-0" LONG CONTINUOUS COPPER CLAD GROUND ROD IN NATIVE SOIL FOR TANK SYSTEM GROUNDING. PROVIDE COMPATIBLE WITH THE SUBSTANCE STORED IN THE UST. UST OWNERS OR OPERATORS MUST USE AT OF ANSI-B31 , AMERICAN NATIONAL STANDARD CODE FOR PRESSURE PIPING, NEPA 30, FLAMMABLE AND COMBUSTIBLE LEAST ONE OF THE FOUR OPE PERFORMANCE MEASURES LISTED BELOW. LIQUIDS CODE, AND AMERICAN PETROLEUM INSTITUTES RECOMMENDED PRACTICE 1615. MANHOLE ACCESS TO GROUND ROD AND COPPER GROUND WIRE, SEE DETAILS ON SHEET G.0.7 DEVELOPMENT INFORMATION: OPE PERFORMANCE MEASURES DURING CONSTRUCTION, BEFORE BACK FILLING, PIPING SHOULD BE ISOLATED FROM THE TANKS AND SUBJECTED TO A PIPE TIGHTNESS TEST. EMERGENCY SHUTDOWN: 1. ALERT THE TRANSFER OPERATOR WHEN THE TANK IS 90 PERCENT FULL BY: OTHER TESTING METHODS MAY ALSO BE ACCEPTABLE IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. A CONSTRUCTION PIPE TEST IS CONDUCTED AS FOLLOWS: ENSURE THAT THE E-STOP DISCONNECTS THE HOT AND NEUTRAL WIRES TO THE DISPENSERS a. RESTRICTING THE FLOW INTO THE TANK; OR ENSURE THAT THE E-STOP DISCONNECTS THE HOT AND NEUTRAL WIRES TO THE TURBINES b. TRIGGERING AUDIBLE AND VISUAL ALARMS; A. THE PRODUCT PIPING TO BE TESTED IS ISOLATED AND PRESSURIZED WITH COMPRESSED AIR TO 150 PERCENT OF THE MAXIMUM SYSTEM ENSURE THAT THE TURBINE PUMPS ARE ISOLATED TO AVOID FEEDBACK VOLTAGE OPERATING PRESSURE (OR A MINIMUM OF 50 POUNDS PER SQUARE INCH GAUGE; MAXIMUM AS RECOMMENDED BY COMPONENT MANUFACTURER) ENSURE THAT THE E-STOP DISCONNECTS THE LOW VOLTAGE WIRES TO THE DISPENSER (I.E. DATA, INTERCOM, MEDIA) 2. RESTRICT DELIVERY OF FLOW TO THE TANK AT LEAST 30 MINUTES BEFORE THE TANK OVERFILLS, PROVIDED THE RESTRICTION FOR AT LEAST 30 MINUTES AND NOT MORE THAN 1 HOUR. ENSURE THAT THE TURBINE AND DISPENSER BREAKERS ARE CLEARLY IDENTIFIED / LABELED OCCURS WHEN THE TANK IS FILLED TO NO MORE THAN 95 PERCENT OF CAPACITY; AND ACTIVATE AN AUDIBLE ALARM AT LEAST B. ALL PIPING SURFACES INCLUDING VALVES, FITTINGS, JOINTS, AND SO FORTH ARE WETTED WITH A SOAP SOLUTION AND INSPECTED FOR ENSURE THAT EACH DISPENSER HAS ITS OWN DEDICATED CIRCUIT FIVE MINUTES BEFORE THE TANK OVERFILLS; BUBBLES. ENSURE THAT EACH PUMP HAS ITS OWN DEDICATED CIRCUIT C. LEAKS, AS INDICATED BY BUBBLES, ARE REPAIRED OR REPLACED, AND THE PIPING RE-TESTED AS NECESSARY. ENSURE THAT THE DISPENSING EQUIPMENT IS GROUNDED PER NEC SITE ADDRESS: 3. PROVIDE POSITIVE SHUT-OFF OF FLOW TO THE TANK WHEN THE TANK IS FILLED TO NO MORE THAN 95 PERCENT OF CAPACITY; OR 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 ALL OF THE DISPENSING EQUIPMENT MEETS NEC LOCK OUT/TAG OUT CODES. POUNDS PER SQUARE INCH GAUGE MAXIMUM BEFORE BACKFILLING. CARE SHOULD BE TAKEN TO PREVENT OVER PRESSURIZATION OF THE ADDRESS EXPOSED TO PRODUCT DUE TO OVERFILLING. 4. PROVIDE POSITIVE SHUT-OFF OF FLOW TO THE TANK SO THAT NONE OF THE FITTINGS LOCATED ON THE TOP OF THE TANK ARE INTERSTICE. IT IS IMPORTANT THAT THE MANUFACTURER'S INSTRUCTIONS BE FOLLOWED. REPEAT BOTH TESTS AFTER BACKFILLING. CONTRACTOR PERFORMANCE:THE CONTRACTOR WILL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED BY HIM UNDER THIS CONTRACTOR FOR A PERIOD OF TWO 1243 WEST MARCH LMESTOCKTON,CA95215 WHEN THE PIPING IS INSTALLED AND OPERATIONAL, A HYDROSTATIC TEST OF THE PIPING, AS SPECIFIED IN NFPA 329, MAY BE REQUIRED BY YEARS FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK OF THIS CONTRACT BY THE OWNER AND THE ENGINEER AND PROVIDE A BOND TO FOR THIS SITE WE WILL USE OPE PERFORMANCE MEASURE #3: CODES. VALIDATE THIS GUARANTEE. ANY DEFECTS DEVELOPING WITHIN THE PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP PERFORMED HERE UNDER, WILL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOR NOT THE OWNER OR ENGINEER. THE CONTRACTOR WILL ACCEPT AND FULLY POSITIVE SHUT-OFF: CAUTION: EXTREME CARE SHOULD BE EXERCISED IN CONDUCTING PIPE TIGHTNESS TEST. PRESSURIZED PIPING IS POTENTIALLY DANGEROUS UNDERSTAND THIS PROVISION PRIOR TO CONTRACT BEING AWARDED, AS NO CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED FOR CORRECTION POSITIVE SHUT OFF DEVICES, AS USED IN OPE PERFORMANCE MEASURES 3 AND 4, MECHANICALLY INTERRUPT THE FLOW OF PRODUCT BECAUSE OF THE POSSIBILITY OF VIOLENT RUPTURE. THIS TEST SHOULD BE CONDUCTED WITH MINIMUM EXPOSURE OF PERSONNEL AND WITHOUT OF FAULTY WORK OR DEFECTIVE MATERIALS. ANYTIME DURING THE CONSTRUCTION PERIOD, THE OWNERS REPRESENTATIVES AND THE ENGINEER DESIGNED BY: ENTERING THE TANK. THE MOST COMMON TYPE IS A MECHANICAL OVERFILL PREVENTION VALVE (COMMONLY CALLED A "FLAPPER"OR MOVING OR DISTURBING THE PIPING BEING TESTED. WHEN THE TEST IS COMPLETED, THE PIPING PRESSURE CAN BE REDUCED OR RELEASED RETAIN THE RIGHT TO REQUIRE THE CONTRACTOR TO REMOVE AND REINSTALL ANY EQUIPMENT OR MATERIALS NOT FOLLOWING THE STANDARDS AS "FLAPPER VALVE"). FLAPPERS ARE UNIFIED PROGRAM AGENCIES - 4 - FEBRUARY 5, 2021 AND OTHER INTERESTED PARTIES INSTALLED COMPLETELY FOR THE REMAINDER OF CONSTRUCTION. REFER TO THE PIPING MANUFACTURER'S RECOMMENDATIONS. PRESENTED HEREIN OR ON THE DRAWINGS WITHOUT COST TO THE OWNER OR ENGINEER. CHECKED BY: WITHIN THE DROP TUBE AND HAVE A FLOAT MECHANISM THAT SHUTS OFF THE FLOW OF LIQUID INTO THE TANK WHEN THE LIQUID LEVEL IN THE TANK REACHES THE DEVICE'S ACTIVATION SET POINT. SOME FLAPPERS ARE TWO-STAGE DEVICES THAT FIRST RESTRICT FLOW TO N.O.V. PIPING SHALL BE TESTED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. CONTRACTOR WILL PROVIDE PROOF OF PERFORMANCE BOND WITH SHOP DRAWINGS DRAWN BY: ER PROVIDE A WARNING TO THE TRANSFER OPERATOR AND THEN PROVIDE POSITIVE SHUT-OFF IF FILLING OF THE TANK CONTINUES. VAPOR RECOVER PIPING MUST PASS ALL CARB BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY, & BLOCKAGE RATES. A/L TESTING PROVIDE 3 SETS OF SHOP DRAWINGS & SAMPLES FOR ALL EQUIPMENT, PRIOR TO ORDERING AND IN A TIMELY MANNER (AS DETERMINED BY THE DATE: PROJECT N0: ADDITIONAL EXAMPLES OF POSITIVE SHUT OFF DEVICES INCLUDE ACTUATED VALVES IN THE FILL LINE ACTIVATED BY THE ATG WHEN THE IS REQUIRED FOR "ASSISTED" STAGE II SYSTEMS (IF INSTALLED). NOTIFY THE BP PROJECT MANAGER TO COORDINATE. ENGINEER) SO NOT TO DELAY WORK, TO THE ENGINEER FOR APPROVAL. (CONDUIT, SWITCHES, CONDUCTORS, ECT.) WHERE SUBSTITUTIONS ARE 04/14/2021 7161 LIQUID LEVEL IN THE TANK REACHES A PROGRAMMED LEVEL. MADE. CONTRACTOR WILL INCLUDE COMPARISON DATA & SAMPLES FOR BOTH THE SUBSTITUTE AND SPECIFIED ITEMS FOR REFERENCE PURPOSES. CONTAINMENT SUMP TESTING: DRAWING TITLE: MANY FLAPPER FLOATS OPERATE T . SWING MOTION THAT CAN BE ADVERSELY AFFECTED BY OTHER ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED LAKE TEST WITH STANDING WATER CONTRACTOR WILL PROVIDE LETTER TO ENGINEER CONFIRMING ALL EQUIPMENT AND TERMINATIONS ARE PROPERLY TORQUED - SIGNED BY TANK AND PIPING EQUIPMENT INSTALLED IN THE SYSTEM. THEREFORE, REVIEWING THE PROXIMITY OF THE FLAPPER TO ( ) CTOR LICENSED CONTRACTOR.OTHER IN-TANK EQUIPMENT SUCH AS THE ATG PROBE, TURBINE, FLOW RESTRICTORS, OR IN-TANK ABOVE THE LEVEL OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETED TO LISCOPE OF WORK PIPING MUST BE INCLUDED AS PART OF THE OPE INSPECTION. ADDITIONALLY, MOST FLAPPERS HAVE INSURE THAT THE SUMPS ARE WATERTIGHT OR CERTIFIED USING SUMP MANUFACTURER'S APPROVED TEST PROCEDURE TO INSURE THAT CONTRACTOR WILL PROVIDE ACCURATE AND COMPLETE "AS BUILT" DRAWINGS TO OWNER AND ENGINEER AT TIME OF OWNER ACCEPTANCE. ALL AND GENERAL NOTES A MANUFACTURER-SPECIFIED MINIMUM FLOW RATE NECESSARY FOR THE DEVICE TO PROPERLY SUMPS ARE WATERTIGHT PER UST REGULATIONS. THE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION "AS BUILT" DRAWINGS TO BE 4 SETS OF "BLUELINES" OR PHOTO COPY PRINTS 24" X 36" AND TWO SETS (OWNER/ENGINEER) ON MAGNETIC FRP 2 OF 3 ACTIVATE. IF FLOW RESTRICTORS ARE USED IN THE SAME UST WITH A FLAPPER, THE FLOW RESTRICTOR CHECKLIST. MEDIA & AUTOCAD 2010 (BY AUTODESK) COMPATIBLE. FAILURE TO DO SO WILL CONSTITUTE FORFEITURE OF ALL PAYMENTS DUE AND HOURLY ( ) CANNOT ACTIVATE BEFORE THE FLAPPER DOES, SINCE THE RESTRICTION OF PRODUCT INTO THE UST WILL RATES OR $99.00/HOUR/MAN MINIMUM TO ENGINEER PAID BY CONTRACTOR FOR "AS BUILT" DEVELOPMENT. SHEET N0: REDUCE THE FLOW RATE AND MAY PREVENT THE FLAPPER FROM OPERATING PROPERLY. CALIFORNIA VARIANT: ALL DOUBLE WALL SUMPS SHALL BE BRINE FILLED AND INSPECTED FOR TIGHTNESS THROUGHOUT THE INSTALLATION MINIMUM FLOW REQUIREMENTS ALSO MUST BE CONSIDERED WHEN THE SUBSTANCE STORED IN THE PROCESS ONCE SUMPS HAVE BEEN FILLED WITH BRINE SOLUTION. UST IS A SLOW-FILLING VISCOUS FLUID (E.G., WASTE OIL). IF A FLAPPER IS BEING USED WITH A SLOWFILLING PRODUCT OR WASTE, THE FINAL SYSTEM TESTING: FLOW RATE MUST BE CHECKED AND CONFIRMED AS MEETING THE AFTER COMPLETE INSTALLATION OF THE ENTIRE FUEL SYSTEM AND ALL PAVING, THE OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANUFACTURER'S SPECIFIED MINIMUM PRIOR TO INSTALLATION AND DURING THE 36-MONTH MANAGER, SHALL ARRANGE FOR A PRECISION TANK AND LINE TEST TO BE PERFORMED ON THE COMPLETE SYSTEM. SUCCESSFUL COMPLETION OF INSPECTION. THIS TEST WILL BE REQUIRED FOR FINAL APPROVAL. THIS TEST SHALL ENSURE THAT ALL NEW TANK & PIPING SHALL MEET ALL FEDERAL, STATE, WHEN A FLAPPER IS USED, IT IS THE RESPONSIBILITY OF THE UST OWNER OR OPERATOR TO ENSURE & LOCAL REQUIREMENTS FOR TIGHTNESS INTEGRITY, PRIOR TO START-UP OF SYSTEM. OPERATIONALLY TEST ALL OTHER EQUIPMENT, INCLUDING G ,0,2 ,2 THAT THE ACTIVATION LEVEL DOES NOT ALLOW ANY TANK TOP FITTINGS TO BE EXPOSED WHEN THE IMPACT (SHEAR) VALVES, LINK LEAK DETECTORS, LEAK DETECTOR ALARMS, AND EMERGENCY SHUTDOWN SWITCHES IN ACCORDANCE WITH THE SHUT-OFF LEVEL IS REACHED. UST TANK TILT AND TANK CURVATURE MUST BE ACCOUNTED FOR PRIOR TO UTILIZING OPE PERFORMANCE MEASURE 4. MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE (3) COPIES OF ALL CERTIFICATIONS & TEST RESULTS TO OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER.