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CLIENT: TANK AND PIPING NSTALLATION SCOPE OF WORKM bp (11 ) METAL PIPE AND FITTINGS: MANHOLE CROWNS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN (1" RISE OVER 12" RUN) OF STANDARD: STEEL PIPE SHOWN ON THESE DRAWINGS TO BE MINIMUM SCHEDULE 40. METAL PRODUCT LINE FITTINGS TO BE MALLEABLE IRON CLASS CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER, THE BP PROJECT MANAGER WILL BE CONTRACTOR PERFORMANCE: ` a 150, GALVANIZED. ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY "ANVIL" (FORMALLY "GRINNELL") OR EQUAL SPECIFICATIONS AS FOLLOWS: REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST. THE CONTRACTOR WILL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED BY HIM UNDER THIS CONTRACTOR FOR A PERIOD OF TWO DIMENSIONS MATERIAL GALVANIZING THREAD PRESSURE RATING YEARS FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK OF THIS CONTRACT BY THE OWNER AND THE ENGINEER AND PROVIDE A BOND TO M.I. FITTINGS PRODUCT IDENTIFICATION MARKINGS: VALIDATE THIS GUARANTEE. ANY DEFECTS DEVELOPING WITHIN THE PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP PERFORMED HERE UNDER, (TEES, ELBOWS) CONTRACTOR TO INSTALL PRODUCT IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE SPECIFIC DETAIL DRAWINGS. WILL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOR NOT THE OWNER OR ENGINEER. THE CONTRACTOR WILL ACCEPT AND FULLY CLASS 150/PN 20 ASME B16.3 ASTM A-197 ASTM A-153 ASME 8.1 20.1 ASME B16.3 UNDERSTAND THIS PROVISION PRIOR TO CONTRACT BEING AWARDED, AS NO CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED FOR CORRECTION M.I. UNIONS OF FAULTY WORK OR DEFECTIVE MATERIALS. ANYTIME DURING THE CONSTRUCTION PERIOD, THE OWNERS REPRESENTATIVES AND THE ENGINEER CLASS 150/PN 20 ASME 816.39 ASTM A-197 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 RETAIN THE RIGHT TO REQUIRE THE CONTRACTOR TO REMOVE AND REINSTALL ANY EQUIPMENT OR MATERIALS NOT FOLLOWING THE STANDARDS AS THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER PRESENTED HEREIN OR ON THE DRAWINGS WITHOUT COST TO THE OWNER OR ENGINEER. STEEL PIPE NIPPLES CLASS 150/PN 20 ASTM A733 ASTM A-53 ASTM A-153 ASME 8.1 20.1 ASME 816.3 AB-2481 REQUIREMENTS. (F OR E) CONTRACTOR WILL PROVIDE PROOF OF PERFORMANCE BOND WITH SHOP DRAWINGS STEEL PIPE1 S�ESTING: PROVIDE 3 SETS OF SHOP DRAWINGS & SAMPLES FOR ALL EQUIPMENT, PRIOR TO ORDERING AND IN A TIMELY MANNER (AS DETERMINED BY THE CLASS 150/PN 20 N/A ASTM A-53 ASTM A-153 ASME B.1 20.1 ASME 816.3 CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURERS INSTRUCTIONS FOR TANKS AND PIPING AND PER INDUSTRY ENGINEER SO NOT TO DELAY WORK, TO THE ENGINEER FOR APPROVAL. (CONDUIT, SWITCHES, CONDUCTORS, ECT.) WHERE SUBSTITUTIONS ARE SCHEDULE 40 (F OR E) RECOMMENDED PRACTICES (API & PEI). CONTRACTOR SHALL COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO MADE. CONTRACTOR WILL INCLUDE COMPARISON DATA & SAMPLES FOR BOTH THE SUBSTITUTE AND SPECIFIED ITEMS FOR REFERENCE PURPOSES. GASOLINE/ALCOHOL COMPATIBLE THREAD SEALANT TO BE USED ON ALL THREADED PIPE CONNECTIONS. OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER. ANY METAL PIPE OR FITTING USED FOR PRODUCT, VENT, OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACK FILL MUST BE 100% COVERED WITH PIPE TESTING: CONTRACTOR WILL PROVIDE LETTER TO ENGINEER CONFIRMING ALL EQUIPMENT AND TERMINATIONS ARE PROPERLY TORQUED - SIGNED BY A 100 MIL. COATING OF COAL TAR EPDXY (ROSS COAT OR 3M SCOTCH WRAP #50 TAPE). ISOLATE THE PRODUCT TANKS AND DISPENSERS DURING PRESSURE TESTING OF LINES IN ORDER TO PREVENT DAMAGE. LICENSED CONTRACTOR. THE DESIGN, ASSEMBLY, AND TESTING OF THE PIPING SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTION CONTRACTOR WILL PROVIDE ACCURATE AND COMPLETE "AS BUILT" DRAWINGS TO OWNER AND ENGINEER AT TIME OF OWNER ACCEPTANCE. ALL AR03 (12) PIPING SUMP PENETRATION INSTALLATION: OF ANSI-B31, AMERICAN NATIONAL STANDARD CODE FOR PRESSURE PIPING, NFPA 30, FLAMMABLE AND COMBUSTIBLE "AS BUILT" DRAWINGS TO BE 4 SETS OF "BLUELINES" OR PHOTO COPY PRINTS 24" X 36" AND TWO SETS (OWNER/ENGINEER) ON MAGNETIC LIQUIDS CODE, AND AMERICAN PETROLEUM INSTITUTES RECOMMENDED PRACTICE 1615. MEDIA & AUTOCAD 2010 (BY AUTODESK) COMPATIBLE. FAILURE TO DO SO WILL CONSTITUTE FORFEITURE OF ALL PAYMENTS DUE AND HOURLY ml V' LLo STANDARD: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS. ALL PENETRATIONS OF THE SUMPS TO BE ON A LINE TOWARD THE CENTER OF DURING CONSTRUCTION, BEFORE BACK FILLING, PIPING SHOULD BE ISOLATED FROM THE TANKS AND SUBJECTED TO A PIPE TIGHTNESS TEST. RATES OR $99.00/HOUR/MAN MINIMUM TO ENGINEER PAID BY CONTRACTOR FOR "AS BUILT" DEVELOPMENT. THE SUMP, NOT TO EXCEED MANUFACTURERS RECOMMENDED ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD OTHER TESTING METHODS MAY ALSO BE ACCEPTABLE IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. A CONSTRUCTION PIPE TEST IS AND COMPRESSION FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST CONDUCTED AS FOLLOWS: BE SEALED WITH DOUBLE SIDED BULKHEAD FITTINGS IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD (19) "FLEX FUEL" SCOPE OF WORK VARIANT: (REFER TO COMPLETE SCOPE OF WORK FOR CONSTRUCTION DETAILS) Q OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT. THE OWNER'S A. THE PRODUCT PIPING TO BE TESTED IS ISOLATED AND PRESSURIZED WITH COMPRESSED AIR TO 150 PERCENT OF THE MAXIMUM SYSTEM "FLEX FUEL" IS CURRENTLY WHAT WAS CALLED E85, AS ASTM SPECS NOW DICTATE THAT THE PERCENTAGE OF ETHANOL IN FLEX FUEL MAY VARY ENGINEER, THE BP PROJECT MANAGER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST. OPERATING PRESSURE (OR A MINIMUM OF 50 POUNDS PER SQUARE INCH GAUGE; MAXIMUM AS RECOMMENDED BY COMPONENT MANUFACTURER) FROM E51 TO E83. FOR AT LEAST 30 MINUTES AND NOT MORE THAN 1 HOUR. �. MANUFACTURER ENTRY BOOT TYPE VARIANT: THE MAKE AND MODEL NUMBERS OF THE PIPING PENETRATION FITTINGS SHOWN IN THE DETAILS ARE B. ALL PIPING SURFACES INCLUDING VALVES, FITTINGS, JOINTS, AND SO FORTH ARE WETTED WITH A SOAP SOLUTION AND INSPECTED FOR " " NOT SUBJECT TO CHANGE. N.O.V. FRP BONDED ENTRY FITTINGS ARE REQUIRED FOR ALL PIPING PENETRATIONS. CONDUIT PENETRATIONS INTO SUMPS BUBBLES. NOTE: ALL FLEX FUEL WORK IS CURRENTLY ON HOLD ` SHALL BE AS SPECIFIED ON THE PLANS. C. LEAKS, AS INDICATED BY BUBBLES, ARE REPAIRED OR REPLACED, AND THE PIPING RE-TESTED AS NECESSARY. D. THE INNER PIPE WALLS SHALL BE TESTED FOR TIGHTNESS BEFORE CLOSING THE OUTER PIPE. THE OUTER PIPE MUST BE TESTED AT A 5 CALIFORNIA VARIANT - VERIFY LATEST CARR REGULATION AND AVAILABLE EXECUTIVE ORDERS SPECIFIC TO "FLEX FUEL." INSTALLATION IS CURRENTLY ® K� CALIFORNIA VARIANT: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS THAT MEET THE ADDITIONAL CRITERIA REQUIREMENT FOR CONTINUOUS POUNDS PER SQUARE INCH GAUGE MAXIMUM BEFORE BACKFILLING. CARE SHOULD BE TAKEN TO PREVENT OVER PRESSURIZATION OF THE NOT APPROVED FOR CALIFORNIA HYDROSTATIC AND VACUUM MONITORING. INTERSTICE. IT IS IMPORTANT THAT THE MANUFACTURER'S INSTRUCTIONS BE FOLLOWED. REPEAT BOTH TESTS AFTER BACKFILLING. "FLEX FUEL" TANKS: IN ADDITION TO SECTION N0. 1 4�i WHEN THE PIPING IS INSTALLED AND OPERATIONAL, A HYDROSTATIC TEST OF THE PIPING, AS SPECIFIED IN NEPA 329, MAY BE REQUIRED BY ( ), TANKS SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15% � G (13) DISPENSER INSTALLATION: CODES. GASOLINE. STANDARD: CONTRACTOR TO INSTALL "WAYNE OVATION" STYLE DISPENSERS WITH INTEGRATED CARD READERS AND INTERCOM SYSTEM AS SHOWN ON CAUTION: EXTREME CARE SHOULD BE EXERCISED IN CONDUCTING PIPE TIGHTNESS TEST. PRESSURIZED PIPING IS POTENTIALLY DANGEROUS "FLEX FUEL" TANK SUMPS: 18215 72ND AVENUE SOUTH SITE SPECIFIC DESIGN DETAIL SHEETS. DISPENSERS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALLATION TO INCLUDE BECAUSE OF THE POSSIBILITY OF VIOLENT RUPTURE. THIS TEST SHOULD BE CONDUCTED WITH MINIMUM EXPOSURE OF PERSONNEL AND WITHOUT IN ADDITION TO SECTION NO. (3), FIBERGLASS TANK SUMPS AND ASSOCIATED GLUE KITS SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH ALCOHOLGAS MIXTURES OF 85% ETHANOL & 15% GASOLINE. KENT, WA 98032 DISPENSER ISLANDS, SINGLE WALL DISPENSER CONTAINMENT SUMPS, AND THE INSTALLATION OF ALL SHEAR VALVES, RISERS, PIPING CONNECTIONS MOVING OR DISTURBING THE PIPING BEING TESTED. WHEN THE TEST IS COMPLETED, THE PIPING PRESSURE CAN BE REDUCED OR RELEASED (425)251-6222 AND ALL PENETRATIONS INTO THE SUMPS. SEE TANK ELECTRICAL DRAWINGS FOR CONDUIT AND WIRING REQUIREMENTS. COMPLETELY FOR THE REMAINDER OF CONSTRUCTION. REFER TO THE PIPING MANUFACTURER'S RECOMMENDATIONS. "FLEX FUEL" TANK LEVEL GAUGE INSTALLATION: (425)251-8782 FAX N.O.V. PIPING SHALL BE TESTED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. VEEDER-ROOT ALCOHOL COMPATIBLE LIQUID GAUGE SHALL BE USED, AND SHALL BE FULLY COMPATIBLE FOR USE WITH GAS MIXTURES OF 85% DISPENSER START UP: - START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE MINIMUM. ETHANOL & 15% GASOLINE. CIVIL ENGINEERING, LAND PLANNING, ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED VAPOR RECOVER PIPING MUST PASS ALL CARR BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY, & BLOCKAGE RATES. A/L TESTING SURVEYING, ENVIRONMENTAL SERVICES BACK TO THE CONTRACTOR IS REQUIRED FOR "ASSISTED" STAGE II SYSTEMS (IF INSTALLED). NOTIFY THE BP PROJECT MANAGER TO COORDINATE. "FLEX FUEL" FILL AND STAGE I VAPOR RECOVERY INSTALLATION: IN ADDITION TO SECTION NO. (5), BUCKETS, RISERS, CAPS, ADAPTORS AND ANY ADDITIONAL HARDWARE SHALL BE COMPATIBLE AND UL LISTED FOR NO. DATE REVISION DESCRIPTION CONTAINMENT SUMP TESTING: USE WITH ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15% GASOLINE. STEEL RISERS AND FITTINGS SHALL CONSIST OF SCHEDULE 40 GALVANIZED ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER OR MALLEABLE BLACK IRON. t ABOVE THE LEVEL OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETED TO "FLEX FUEL" TURBINE PUMP INSTALLATION: 2 INSURE THAT THE SUMPS ARE WATERTIGHT OR CERTIFIED USING SUMP MANUFACTURER'S APPROVED TEST PROCEDURE TO INSURE THAT ALCOHOL COMPATIBLE "AG" TYPE 3/4 H.P, TURBINE MOTORS SHALL BE USED, AND SHALL BE FULLY COMPATIBLE FOR USE WITH GAS MIXTURES s ARCO BRANDED VARIANT: DISPENSERS INSTALLED WITHOUT CARD READERS IN DISPENSERS. CONTRACTOR TO INSTALL TWO (2) DOUBLE SIDED SUMPS ARE WATERTIGHT PER UST REGULATIONS. THE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION OF 85% ETHANOL & 15% GASOLINE. PAYMENT ISLAND CASHIERS (PIC UNITS) AS SHOWN ON SITE SPECIFIC PLANS. START UP BY MANUFACTURERS REPRESENTATIVE. START UP PROBLEMS CHECKLIST. 4 DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. REFER TO CALIFORNIA VARIANT: ALL DOUBLE WALL SUMPS SHALL BE BRINE FILLED'AND INSPECTED FOR TIGHTNESS THROUGHOUT THE INSTALLATION "FLEX FUEL" PRODUCT PIPING: ARCHITECTURAL CANOPY DRAWINGS FOR ADDITIONAL SITE PREP AND CONDUIT REQUIREMENTS. IN ADDITION TO SECTION N0. 8 , 2" INSIDE 3" DOUBLE WALL FIBERGLASS PRODUCT PIPING SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH PROCESS ONCE SUMPS HAVE BEEN FILLED WITH BRINE SOLUTION. ( ) ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15% GASOLINE. Q CALIFORNIA VARIANT: DISPENSER SUMPS TO BE DOUBLE WALL AND INSTALLED WITH CONTINUOUS HYDROSTATIC MONITORING DEVICE PER AB-2481 REQUIREMENTS FINAL SYSTEM TESTING: "FLEX FUEL" VENT PIPING: 0 r AFTER COMPLETE INSTALLATION OF THE ENTIRE FUEL SYSTEM AND ALL PAVING, THE OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT ALL "FLEX FUEL" SYSTEMS SHALL BE EQUIPPED WITH A 2" SINGLE WALL FIBERGLASS DEDICATED "NON-MANIFOLDED" VENT LINE, WITH A DEDICATED Q MANAGER, SHALL ARRANGE FOR A PRECISION TANK AND LINE TEST TO BE PERFORMED ON THE COMPLETE SYSTEM. SUCCESSFUL COMPLETION OF RISER. IN ADDITION TO SECTION NO. (9), VENT PIPING SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH ALCOHOL GAS MIXTURES OF 85% a INSTALLATION OF HANGING HARDWARE: THIS TEST WILL BE REQUIRED FOR FINAL APPROVAL. THIS TEST SHALL ENSURE THAT ALL NEW TANK & PIPING SHALL MEET ALL FEDERAL, STATE, ETHANOL & 15% GASOLINE. STANDARD: - CONTRACTOR TO INSTALL VAPOR ASSIST HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER '96' CARR EXECUTIVE ORDER & LOCAL REQUIREMENTS FOR TIGHTNESS INTEGRITY, PRIOR TO START-UP OF SYSTEM. OPERATIONALLY TEST ALL OTHER EQUIPMENT, INCLUDING "FLEX FUEL" VAPOR RETURN PIPING: G-70-153-AD. SITES WHERE ORVR COMPATIBLE SYSTEMS ARE NOT REQUIRED IMPACT (SHEAR) VALVES LINK LEAK DETECTORS LEAK DETECTOR ALARMS AND EMERGENCY SHUTDOWN SWITCHES IN ACCORDANCE WITH THE >o MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE (3) COPIES OF ALL CERTIFICATIONS & TEST RESULTS TO OWNER'S REPRESENTATIVE ALL "FLEX FUEL" SYSTEMS SHALL BE EQUIPPED WITH A 2" SINGLE WALL FIBERGLASS DEDICATED "NON-MANIFOLDED" VAPOR RETURN LINE. IN ARCO BRAND VARIANT - CONTRACTOR TO INSTALL ORVR COMPATIBLE BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER CARB OR HIS AGENT, THE BP PROJECT MANAGER. ADDITION TO SECTION NO. (10), VAPOR RETURN PIPING SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH ALCOHOL GAS MIXTURES OF 85% Ii EXECUTIVE ORDER G-70-52-AM PER LOCAL STATUES. ETHANOL & 15% GASOLINE. I2 TANK SYSTEM TEST METHOD CALIFORNIA ONLY AB-2481: CALIFORNIA VARIANT - CONTRACTOR TO INSTALL ORVR/PHASE II EVR COMPATIBLE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE UNDERGROUND STORAGE TANK SHALL BE TESTED AFTER "FLEX FUEL" DISPENSERS: SEAL "FLEX FUEL" DISPENSERS SHALL BE UL LISTED WAYNE OVATION, WAYNE VISTA, OR GILBARCO ENCORE SERIES UPFITTED SPECIFICALLY FOR FOR USE QROFESS/n APPLICABLE CARB EXECUTIVE ORDER WITH IN SYSTEM DIAGNOSTICS (ISD) PER LOCAL JURISDICTIONAL REQUIREMENTS. INSTALLATION USING ONE OF THE FOLLOWING METHODS TO DEMONSTRATE THAT THE TANK IS PRODUCT TIGHT: WITH ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15% GASOLINE, BY THE MANUFACTURER. 1) ENHANCED LEAK DETECTION (ELD) BY TRACER CORPORATION. �t� ®� M. jr-® 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND APPROVED BY THE BOARD. PIPE DOPE/THREAD SEALANT: ��°�� 41 3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT GAS PRESSURE TEST BY THE BOARD IN "GE-16", "FLEX FUEL" COMPATIBLE. REGULATIONS ADOPTED PURSUANT TO THE APPLICABLE CHAPTER IN THE CODE. AN UNDERGROUND STORAGE TANK INSTALLED AND TESTED C.D La rm IN ACCORDANCE WITH THIS SECTION IS EXEMPT FROM THE REQUIREMENTS OF SECTION 25292.5. "FLEX FUEL" HANGING HARDWARE INSTALLATION: m STANDARD: - CONTRACTOR TO INSTALL BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES COMPATIBLE AND UL LISTED FOR USE WITH ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15% GASOLINE TANK ELECTRICAL SPECIFICATIONS: . (14) SUMP SENSOR INSTALLATION: CONTRACTOR TO INSTALL ALL FILL SUMP, TURBINE SUMP AND DISPENSER SUMP SENSORS PER VEEDER ROOT INSTALLATION INSTRUCTIONS. SUMP GENERAL: "FLEX FUEL" SUMP SENSOR INSTALLATION: ��9� CIV 1 SENSORS TO BE INSTALLED IN SUMP HOLDERS MOUNTED TO SIDE OF SUMP WALLS SEE TANK DETAIL SHEETS FOR LIQUID SENSOR DETAILS. 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., IN ADDITION TO SECTION NO. (14), SENSORS USED SHALL BE VEEDER-ROOT POSITION SENSITIVE, COMPATIBLE AND UL LISTED FOR USE WITH OFCA I-0 TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW LOWEST U.B.C. & NFPA AS REQUIRED BY THE ENGINEER, LOCAL AND STATE CODES AND ORDINANCES, AMERICANS WITH DISABILITIES ACT, E.P.A., ALCOHOL GAS MIXTURES OF 85% ETHANOL & 15% GASOLINE. PENETRATION FITTING WITHIN SUMP AREA AT BOTTOM OF SUMP. SEE TANK ELECTRICAL DRAWINGS FOR MONITORING CONDUIT DETAILS AND SENSOR AND UTILITY COMPANY REQUIREMENTS. AND PROBE WIRING DETAILS. THE CONTRACTOR WILL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS BID OR "FLEX FUEL" TANK ELECTRICAL INSTALLATION: WORK. NO ALLOWANCES WILL BE MADE AFTER THE BID FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO VERIFY EXISTING ALL CONDUITS USED SHALL BE RIGID GALVANIZED. PVC, OR PVC COATED SHALL NOT BE USED (15) OVERFILL ALARM AND ACKNOWLEDGE SNITCH INSTALLATION: CONDITIONS. CONTRACTOR TO INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO PROVIDE AN FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICTED FROM THE PLANS AND SPECIFICATIONS HEREIN - AS NOTED OR NOTE: ALL "FLEX FUEL" WORK IS CURRENTLY ON HOLD UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE SITE SPECIFIC WIRING DIAGRAM IMPLIED - NOT LIMITED TO WHAT IS SHOWN. AND DETAILS FOR MOUNTING REQUIREMENTS. ALL DRAWINGS ARE SCHEMATIC IN NATURE AND ALL APPURTENANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED 20) BIO—DIESEL SCOPE OF WORK VARIANT: IN CONTRACTOR'S BID. x IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, INCONSISTENCIES WITH DESIGN OR INTENT, OR NEED FOR MOTE: CURRENTLY THERE IS NO EQUIPMENT LISTED AND APPROVED FOR ANY BIO-DIESEL SERVICE INSTALLATIONS INCLUDING B-2, B-5, B-20, CLARIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN WRITING WITH THE ENGINEER. IF B-50 AND B-100. DESIGN STANDARDS ARE PENDING (16) VEEDER ROOT TLS-350 CONSOLE INSTALLATION: THE CONTRACTOR FAILS TO CLARIFY ANY QUESTIONS OR INCONSISTENCY, THEY ACCEPT RESPONSIBILITY TO CORRECT AT THEIR COST ANY DEVELOPMENT INFORMATION: CONTRACTOR TO INSTALL "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL #TLS-350 IN BUILDING. INSTALL PER SUCH ITEM SO AS TO MEET INTENT AS DEFINED BY ENGINEER. ARCO M MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION IN BUILDING. UTILITIES: CALIFORNIA VARIANT: CONSOLE TO BE EQUIPPED WITH ADDITIONAL SENSOR MODULES TO ADDRESS AB-2481 AND CARB ISD REQUIREMENTS. CONTRACTOR WILL SUPPLY INFORMATION AS REQUIRED TO ALL SERVING UTILITIES IN A TIMELY MANNER TO PROVIDE SERVICE REQUIRED. 3000 am/pm FUEL CANOPY NYC VARIANT: CONSOLE TO BE PROGRAMMED FOR MASTER/MASTER ALTERNATE START RSG FITTINGS & CONDUIT: w/ ro PD' RGS FITTINGS MUST BE STEEL COMPRESSION TYPE; EACH WITH CODE SIZED COPPER BOND WIRE. MINIMUM CONDUIT 1" C. EXCEPT AS (17) CONCRETE TANK SLAB INSTALLATION: NOTED. ALL WORK WILL BE IN CONDUIT; COMPLETED SYSTEM REAMED, AND SWABBED PRIOR TO CONDUCTOR INSTALL. REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. ALL CONDUITS TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS TIE WIRE, PERFORATED STRAPS, OR OTHER PIPING OR SITE ADDRESS: CONDUIT ARE NOT ACCEPTABLE SUPPORTS. NO TIE WIRE WILL BE ALLOWED ON PROJECT. STANDARD: CONTRACTOR TO INSTALL A MINIMUM 7" REINFORCED CONCRETE SLAB OVER TANKS. FIBER REINFORCEMENT TO BE E8CALON A nEl UE CALIFORNIA VARIANT - THE LAST 2 FEET (MINIMUM) OF ALL CONDUITS THAT ARE ROUTED TO AND PENETRATE TANK SUMPS, DISPENSER , Avg USED. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" a FROM SURFACE REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) #4 REBAR, 60" IN LENGTH. PLACE REBAR 6" FROM SUMPS ARSUMPS E MADE.VENT TRANSITION CONDUIT MUST LBEEUSED WITH HPVC T THE RIGIDED BRAVO EPENETRAT PEEL NETRATION NG WHERE NOS BSITTITUTEONS OPERITTED BRINE THE FILLED CA SIDES OF BOX. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: CONDUCTORS: FAMffY 0 TBD a. CONCRETE — REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) CONDUCTORS TO BE 600V., COPPER (98% CONDUCTIVITY). BRANCH CIRCUITS TO HAVE THHN/THWN GAS & OIL RESISTANT INSULATION. b. CEMENT — TYPE 1/11, SULFATE RESISTANT DESIGNED BY: ALLIANCE Z&DM: c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) CONDUCTORS WILL BE STRANDED, HYDRAULIC CRIMP ALL CONNECTIONS. CONDUCTOR INSULATION WILL BE CONTINUOUSLY COLOR COATED. AL d. 28 DAY CONCRETE STRENGTH (Vc): ALL GROUNDING/BUILDING CONDUCTORS WILL BE MULTI-CONDUCTOR TYPE (U.L. LABELED - ROPE STRAND BUILDING WIRE CLASS 'M') �iE(�(ED®Y. DV BP REPM: 4,000 PSI - SB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) BARE OR INSULATED AS NOTED OR REQUIRED. DRAVM BY. ALLIANCE PPS: e. SLUMP — 3"+ 1" — 4" MAXIMUM AT POINT OF PLACEMENTAL MINIMUM LINE VOLTAGE WIRE SIZE IS X12 AWG (STRANDED) FOR LINE VOLTAGE WIRING DEVICES TO BE SPECIFICATION GRADE, vER�DN: PROJECT No- f. SHRINKAGE - 0.05% MAXIMUM MINIMUM 20 AMPS FOR RECEPTACLES. HUBBELL OR ENGINEER APPROVED. ALL SPECIAL RECEPTACLES AND GROUND FAULT _10- g. ENTRAINED AIR RANGE - 2% TO 4% PROTECTED DEVICES MUST BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES. 192/14/205 97223 CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) FILL RISER GROUNDING: DRAWING TITLE: 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 RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED. TANK AND PIPHO ADD 1.0 TO 1.5 LB STEALTH FIBER REINFORCING PER CU. YD. CONCRETE. ��®��®� ®� INSTALL 1/2" x 10'-0" LONG CONTINUOUS COPPER CLAD GROUND ROD IN NATIVE SOIL FOR TANK SYSTEM GROUNDING. PROVIDE REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE #4 REBAR. MANHOLE ACCESS TO GROUND ROD AND COPPER GROUND WIRE, SEE DETAILS ON SHEET G.0.7 AND GENERAL NOTES MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. EMERGENCY SHUTDOWN: (FRP 2 OF 2) PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH ENSURE THAT THE E-STOP DISCONNECTS THE HOT AND NEUTRAL WIRES TO THE DISPENSERS SHEET NO: CHAPTER 3 OF THE IBC, IS PROVIDED. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. ENSURE THAT THE E-STOP DISCONNECTS THE HOT AND NEUTRAL WIRES TO THE TURBINESENSURE THAT THE TURBINE PUMPS ARE ISOLATED TO AVOID FEEDBACK VOLTAGE CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. ENSURE THAT THE E-STOP DISCONNECTS THE LOW VOLTAGE WIRES TO THE DISPENSER (I.E. DATA, INTERCOM, MEDIA) BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT ENSURE THAT THE TURBINE AND DISPENSER BREAKERS ARE CLEARLY IDENTIFIED / LABELED MOVEMENT. ENSURE THAT EACH DISPENSER HAS ITS OWN DEDICATED CIRCUIT MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). ENSURE THAT EACH PUMP HAS ITS OWN DEDICATED CIRCUIT G ,,O,,2o,2 ENSURE THAT THE DISPENSING EQUIPMENT IS GROUNDED PER NEC ENSURE THAT ALL OF THE DISPENSING EQUIPMENT MEETS NEC LOCK OUT/TAG OUT CODES.