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: CLIENT:TANK AND PIPING INSTALLATION SCOPE OF WORK: hp
<br /> (11 ) METAL PIPE AND FITTINGS: N
<br /> STANDARD: STEEL PIPE SHOWN ON THESE DRAWINGS TO BE MINIMUM SCHEDULE 40. METAL PRODUCT LINE FITTINGS TO BE MALLEABLE IRON CLASS MANHOLE CROWNS: ,"
<br /> 150, GALVANIZED. ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY "ANVIL" (FORMALLY "GRINNELL") OR EQUAL SPECIFICATIONS AS FOLLOWS: CONTRACTOR PERFORMANCE:
<br /> ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN (1" RISE OVER 12" RUN) OF THE CONTRACTOR WILL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED BY HIM UNDER THIS CONTRACTOR FOR A PERIOD OF TWO
<br /> M.I. FITTINGS DIMENSIONS MATERIAL GALVANIZING THREAD PRESSURE RATING CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER, THE BP PROJECT MANAGER WILL BE 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 /> REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST. t„
<br /> (TEES, ELBOWS) VALIDATE THIS GUARANTEE. ANY DEFECTS DEVELOPING WITHIN THE PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP PERFORMED HERE UNDER,
<br /> CLASS 150/PN 20 ASME B16.3 ASTM A-197 ASTM A-153 ASME B.1 20.1 ASME B16.3PRODUCT IDENTIFICATION MARKINGS: WILL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOR NOT THE OWNER OR ENGINEER. THE CONTRACTOR WILL ACCEPT AND FULLY
<br /> UNDERSTAND THIS PROVISION PRIOR TO CONTRACT BEING AWARDED, AS NO CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED FOR CORRECTION
<br /> M.I. UNIONS
<br /> CLASS 150/PN 20 ASME B16.39 ASTM A-197 ASTM A-153 ASME B.1 20.1 ASME 816.3 CONTRACTOR TO INSTALL PRODUCT IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE SPECIFIC DETAIL DRAWINGS. OF FAULTY WORK OR DEFECTIVE MATERIALS. ANYTIME DURING THE CONSTRUCTION PERIOD, THE OWNERS REPRESENTATIVES AND THE ENGINEER STEEL PIPE NIPPLES 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.
<br /> CLASS 150/PN 20 ASTM A733 ASTM A-53 ASTM A-153 ASME B.1 20.1 ASME B16.3 CALIFORNIA VARIANT: CONTRACTOR TO THICKEN CONCRETE SLAB AT DISPENSER SUMPS AND TANK FILL AND TURBINE SUMPS SUCH
<br /> STEEL PIPE (F OR E) THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER
<br /> CLASS 150/PN 20 N/A ASTM A-53 ASTM A-153 ASME B.1 20.1 ASME 816.3 AB-24$1 REQUIREMENTS. 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 /> SCHEDULE 40 (F OR E) ENGINEER) SO NOT TO DELAY WORK, TO THE ENGINEER FOR APPROVAL. (CONDUIT, SWITCHES, CONDUCTORS, ECT.) WHERE SUBSTITUTIONS ARE
<br /> GASOLINE/ALCOHOL COMPATIBLE THREAD SEALANT TO BE USED ON ALL THREADED PIPE CONNECTIONS. (18) TESTING: MADE. CONTRACTOR WILL INCLUDE COMPARISON DATA & SAMPLES FOR BOTH THE SUBSTITUTE AND SPECIFIED ITEMS FOR REFERENCE PURPOSES.
<br /> ANY METAL PIPE OR FITTING USED FOR PRODUCT, VET, OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACK FILL MUST BE 100% COVERED WITH CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS AND PIPING AND PER INDUSTRY CONTRACTOR WILL PROVIDE LETTER TO ENGINEER CONFIRMING ALL EQUIPMENT AND TERMINATIO
<br /> A 100 MIL. COATING OF COAL TAR EPDXY (ROSS COAT OR 3M SCOTCH WRAP #50 TAPE). NS ARE PROPERLY TORQUED —
<br /> RECOMMENDED PRACTICES (API & PEI). CONTRACTOR SHALL COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO LICENSED CONTRACTOR. SIGNED BY
<br /> k12) PIPING SUMP PENETRATION INSTALLATION: OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER. CONTRACTOR WILL PROVIDE ACCURATE AND COMPLETE "AS BUILT" DRAWINGS TO OWNER AND ENGINEER AT TIME OF OWNER ACCEPTANCE. ALL ARCO
<br /> PIPE TESTING "AS BUILT" DRAWINGS TO BE 4 SETS OF "BLUELINES" OR PHOTO COPY PRINTS 24" X 36" AND TWO SETS (OWNER/ENGINEER) ON MAGNETIC
<br /> STHE TANDARD: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS. ALL PENETRATIONS OF THE SUMPS TO BE ON A LINE TOWARD THE CENTER OF ISOLATE THE PRODUCT TANKS AND DISPENSERS DURING PRESSURE TESTING OF LINES IN ORDER TO PREVENT DAMAGE. MEDIA & AUTOCAD 2000 (BY AUTODESK) COMPATIBLE. FAILURE TO DO SO WILL CONSTITUTE FORFEITURE OF ALL PAYMENTS DUE AND HOURLY BP WEST COAST PRODUCTS,LIC
<br /> SUMP, NOT TO EXCEED MANUFACTURERS RECOMMENDED ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD THE DESIGN, ASSEMBLY, AND TESTING OF THE PIPING SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTION RATES OR $99.00/HOUR/MAN MINIMUM TO ENGINEER PAID BY CONTRACTOR FOR "AS BUILT" DEVELOPMENT.
<br /> AND COMPRESSION FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST OF ANSI-B31, AMERICAN NATIONAL STANDARD CODE FOR PRESSURE PIPING, NFPA 30, FLAMMABLE AND COMBUSTIBLE
<br /> BE SEALED WITH DOUBLE SIDED BULKHEAD FITTINGS IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD LIQUIDS CODE, AND AMERICAN PETROLEUM INSTITUTES RECOMMENDED PRACTICE 1615.
<br /> OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT. THE OWNER'S DURING CONSTRUCTION, BEFORE BACK FILLING, PIPING SHOULD BE ISOLATED FROM THE TANKS AND SUBJECTED TO A PIPE TIGHTNESS TEST.
<br /> A�S
<br /> EER, THE BP PROJECT MANAGER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST. OTHER TESTING METHODS MAY ALSO BE ACCEPTABLE IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. A CONSTRUCTION PIPE TEST IS
<br /> QI��H
<br /> MANUFACTURER ENTRY BOOT TYPE VARIANT: THE MAKE AND MODEL NUMBERS OF THE PIPING PENETRATION FITTINGS SHOWN IN THE DETAILS ARE CONDUCTED AS FOLLOWS:
<br /> NOT SUBJECT TO CHANGE. SMITH FIBERCAST FRP BONDED ENTRY FITTINGS ARE REQUIRED FOR ALL PIPING PENETRATIONS. CONDUIT PENETRATIONS M� M
<br /> INTO SUMPS SHALL BE AS SPECIFIED ON THE PLANS. A. THE PRODUCT PIPING TO BE TESTED IS ISOLATED AND PRESSURIZED WITH COMPRESSED AIR TO 150 PERCENT OF THE MAXIMUM SYSTEM
<br /> OPERATING PRESSURE (OR A MINIMUM OF 50 POUNDS PER SQUARE INCH GAUGE; MAXIMUM AS RECOMMENDED BY COMPONENT MANUFACTURER)
<br /> FOR AT LEAST 30 MINUTES AND NOT MORE THAN 1 HOUR. n U
<br /> CALIFORNIA VARIANT: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS THAT MEET THE ADDITIONAL CRITERIA REQUIREMENT FOR CONTINUOUS B. ALL PIPING SURFACES INCLUDING VALVES, FITTINGS, JOINTS, AND SO FORTH ARE WETTED WITH A SOAP SOLUTION AND INSPECTED FOR
<br /> HYDROSTATIC AND VACUUM MONITORING. BUBBLES. pZ =
<br /> C. LEAKS, AS INDICATED BY BUBBLES, ARE REPAIRED OR REPLACED, AND THE PIPING RE-TESTED AS NECESSARY. SG C
<br /> D. THE INNER PIPE WALLS SHALL BE TESTED FOR TIGHTNESS BEFORE CLOSING THE OUTER PIPE. THE OUTER PIPE MUST BE TESTED AT A 511
<br /> 13) DISPENSER INSTALLATION: POUNDS PER SQUARE INCH GAUGE MAXIMUM BEFORE BACKFILLING. CARE SHOULD BE TAKEN TO PREVENT OVER PRESSURIZATION OF THE <TZNG ENG�N���
<br /> STANDARD: CONTRACTOR TO INSTALL "WAYNE OVATION" STYLE DISPENSERS WITH INTEGRATED CARD READERS AND INTERCOM SYSTEM AS SHOWN ON INTERSTICE. IT IS IMPORTANT THAT THE MANUFACTURER'S INSTRUCTIONS BE FOLLOWED. REPEAT BOTH TESTS AFTER BACKFILLING.
<br /> SITE SPECIFIC DESIGN DETAIL SHEETS. DISPENSERS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALLATION TO INCLUDE WHEN THE PIPING IS INSTALLED AND OPERATIONAL, A HYDROSTATIC TEST OF THE PIPING, AS SPECIFIED IN NFPA 329, MAY BE REQUIRED BY 18215 72ND AVENUE SOUTH
<br /> DISPENSER ISLANDS, SINGLE WALL DISPENSER CONTAINMENT SUMPS, AND THE INSTALLATION OF ALL SHEAR VALVES, RISERS, PIPING CONNECTIONS CODES. KENT, WA 98032
<br /> AND ALL PENETRATIONS INTO THE SUMPS. SEE TANK ELECTRICAL DRAWINGS FOR CONDUIT AND WIRING REQUIREMENTS.
<br /> (425)251-6222
<br /> CAUTION: EXTREME CARE SHOULD BE EXERCISED IN CONDUCTING PIPE TIGHTNESS TEST. PRESSURIZED PIPING IS POTENTIALLY DANGEROUS (425)251-8782 FAX
<br /> NOTE: "VISTA" H—FRAME DISPENSERS NOT TO BE USED FOR NEW BUILD CONSTRUCTION AND ONLY BY PRIOR APPROVAL OF LOCAL BP ENGINEER. BECAUSE OF THE POSSIBILITY OF VIOLENT RUPTURE. HIS TEST SHOULD BE CONDUCTED WITH MINIMUM EXPOSURE OF PERSONNEL AND WITHOUT
<br /> MOVING OR DISTURBING THE PIPING BEING TESTED. WHEN THE TEST IS COMPLETED, THE PIPING PRESSURE CAN BE REDUCED OR RELEASED CIVIL ENGINEERING, LAUD PLANNING,
<br /> DISPENSER START UP: — START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE MINIMUM. COMPLETELY FOR THE REMAINDER OF CONSTRUCTION. REFER TO THE PIPING MANUFACTURER'S RECOMMENDATIONS. SURVEYING, ENVIRONMENTAL L SERVICES
<br /> ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED
<br /> BACK TO THE CONTRACTOR SMITH FIBERCAST PIPING SHALL BE TESTED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
<br /> NO. DATE REVISION DESCRIPTION
<br /> VAPOR RECOVER PIPING MUST PASS ALL CARB BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY, & BLOCKAGE RATES. A/L TESTING 9-6-16 PRMTsuBwsrrAL
<br /> IS REQUIRED FOR "ASSISTED" STAGE II SYSTEMS (IF INSTALLED). NOTIFY THE BP PROJECT MANAGER TO COORDINATE.
<br /> 12-14-16 PERMIT RESUBMITTAL
<br /> ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER
<br /> ARCO BRANDED VARIANT: DISPENSERS INSTALLED WITHOUT CARD READERS IN DISPENSERS. CONTRACTOR TO INSTALL TWO (2) DOUBLE SIDED CONTAINMENT SUMP TESTING:
<br /> 2
<br /> PAYMENT ISLAND CASHIERS (PIC UNITS) AS SHOWN ON SITE SPECIFIC PLANS. START UP BY MANUFACTURERS REPRESENTATIVE. START UP PROBLEMS 3 1-31-17 PERMIT RESUBMITTAL
<br /> DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. REFER TO ABOVE THE LEVEL OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETED TO a 8-16-17 CONSTRUCTION RELEASE
<br /> ARCHITECTURAL CANOPY DRAWINGS FOR ADDITIONAL SITE PREP AND CONDUIT REQUIREMENTS. INSURE THAT THE SUMPS ARE WATERTIGHT OR CERTIFIED USING SUMP MANUFACTURER'S APPROVED TEST PROCEDURE TO INSURE THAT
<br /> SUMPS ARE WATERTIGHT PER UST REGULATIONS. THE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION 0 11-14-17 REV. FOR CONSTRUCTION
<br /> CALIFORNIA VARIANT: DISPENSER SUMPS TO BE DOUBLE WALL AND INSTALLED WITH CONTINUOUS HYDROSTATIC MONITORING DEVICE PER AB-2481 CHECKLIST. Q
<br /> REQUIREMENTS Q
<br /> CALIFORNIA VARIANT: ALL DOUBLE WALL SUMPS SHALL BE BRINE FILLED AND INSPECTED FOR TIGHTNESS THROUGHOUT THE INSTALLATION
<br /> (INSTALLATION OF HANGING HARDWARE:
<br /> PROCESS ONCE SUMPS HAVE BEEN FILLED WITH BRINE SOLUTION.
<br /> CALIFORNIA VARIANT — CONTRACTOR TO INSTALL ORVR/PHASE II EVR COMPATIBLE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER FINAL SYSTEM TESTING:
<br /> APPLICABLE CARS EXECUTIVE ORDER WITH IN SYSTEM DIAGNOSTICS (ISD) PER LOCAL JURISDICTIONAL REQUIREMENTS. AFTER COMPLETE INSTALLATION OF THE ENTIRE FUEL SYSTEM AND ALL PAVING, THE OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT Q
<br /> MANAGER, SHALL ARRANGE FOR A PRECISION TANK AND LINE TEST TO BE PERFORMED ON THE COMPLETE SYSTEM. SUCCESSFUL COMPLETION OF
<br /> THIS TEST WILL BE REQUIRED FOR FINAL APPROVAL. THIS TEST SHALL ENSURE THAT ALL NEW TANK & PIPING SHALL MEET ALL FEDERAL, STATE, Al
<br /> & LOCAL REQUIREMENTS FOR TIGHTNESS INTEGRITY, PRIOR TO START—UP OF SYSTEM. OPERATIONALLY TEST ALL OTHER EQUIPMENT, INCLUDING Q
<br /> IMPACT (SHEAR) VALVES, LINK LEAK DETECTORS, LEAK DETECTOR ALARMS, AND EMERGENCY SHUTDOWN SWITCHES IN ACCORDANCE WITH THE 2
<br /> MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE (3) COPIES OF ALL CERTIFICATIONS & TEST RESULTS TO OWNER'S REPRESENTATIVE SEAL:
<br /> OR HIS AGENT, THE BP PROJECT MANAGER.
<br /> TANK SYSTEM TEST METHOD CALIFORNIA ONLY AB-2481:
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<br /> BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE UNDERGROUND STORAGE TANK SHALL BE TESTED AFTER
<br /> INSTALLATION USING ONE OF THE FOLLOWING METHODS TO DEMONSTRATE THAT THE TANK IS PRODUCT TIGHT: v
<br /> 1) ENHANCED LEAK DETECTION (ELD) BY TRACER CORPORATION. HAL P. GRUBS_
<br /> 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND APPROVED BY THE BOARD. 678rn
<br /> (14) SUMP SENSOR INSTALLATION: 3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT GAS PRESSURE TEST BY THE BOARD IN
<br /> TEDCONTRACTOR TO INSTALL ALL FILL SUMP, TURBINE SUMP AND DISPENSER SUMP SENSORS PER VEEDER ROOT INSTALLATION INSTRUCTIONS. SUMP NEGULATIONS ACCOR ANCED WITH TH SR SUANT SECTIONOIST HE EXEMPTLICABLE FROM HEA REQUIREMENTS IN THEOOF SECTIOND25290 SND STORAGE TANK INSTALLED AND TESTED
<br /> SENSORS TO BE INSTALLED IN SUMP HOLDERS MOUNTED TO SIDE OF SUMP WALLS SEE TANK DETAIL SHEETS FOR LIQUID SENSOR DETAILS. P
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<br /> TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW LOWEST IV1t OF CA`\F� �N1
<br /> PAND ENETRATION
<br /> OBE WIRNFITTING
<br /> DWITHIN SUMP AREA AT BOTTOM OF SUMP. SEE TANK ELECTRICAL DRAWINGS FOR MONITORING CONDUIT DETAILS AND SENSOR TANK ELECTRICAL SPECIFICATIONS
<br /> GENERAL: X
<br /> (15) OVERFILL ALARM AND ACKNOWLEDGE SWITCH INSTALLATION' ALL MATERIALS AND WORKMANSHIP WILL CONFORM TO HE MOST RECENT EDITIONS OF THE NATIONAL ELECTRICAL CODE, N.E.T.A., B.I,C.S.I., z
<br /> CONTRACTOR TO INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO PROVIDE AN a
<br /> UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE SITE SPECIFIC WIRING DIAGRAM U.B.C. & NFPA AS REQUIRED BY THE ENGINEER, LOCAL AND STATE CODES AND ORDINANCES, AMERICANS WITH DISABILITIES ACT, E.P.A., a
<br /> AND UTILITY COMPANY REQUIREMENTS. z
<br /> AND DETAILS FOR MOUNTING REQUIREMENTS. THE CONTRACTOR WILL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS BID OR
<br /> WORK. NO ALLOWANCES WILL BE MADE AFTER THE BID FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO VERIFY EXISTING
<br /> CONDITIONS. a
<br /> FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICTED FROM THE PLANS AND SPECIFICATIONS HEREIN - AS NOTED OR 0)
<br /> (16) VEEDER ROOT TLS-350 CONSOLE INSTALLATION: IMPLIED — NOT LIMITED TO WHAT IS SHOWN.
<br /> 0
<br /> CONTRACTOR TO INSTALL 'VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL #TLS-350 IN BUILDING. INSTALL PER ALL DRAWINGS ARE SCHEMATIC IN NATURE AND ALL APPURTENANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED DEVELOPMENT INFORMATION:
<br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION IN BUILDING. IN CONTRACTOR'S BID. ARCO NTI
<br /> CALIFORNIA VARIANT: CONSOLE TO BE EQUIPPED WITH ADDITIONAL SENSOR MODULES TO ADDRESS AB-2481 AND CARS ISD REQUIREMENTS. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, INCONSISTENCIES WITH DESIGN OR INTENT, OR NEED FOR MODIFIED Q
<br /> CLARIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN WRITING WITH THE ENGINEER. IF
<br /> NYC VARIANT: CONSOLE TO BE PROGRAMMED FOR MASTER/MASTER ALTERNATE START THE CONTRACTOR FAILS TO CLARIFY ANY QUESTIONS OR INCONSISTENCY, THEY ACCEPT RESPONSIBILITY TO CORRECT AT THEIR COST ANY N
<br /> SUCH ITEM SO AS TO MEET INTENT AS DEFINED BY ENGINEER. 3000 am/pm o
<br /> (17) CONCRETE TANK SLAB INSTALLATION UTILITIES:
<br /> w/ 26'x65' CAR WASH
<br /> R TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. CONTRACTOR WILL SUPPLY INFORMATION AS REQUIRED TO ALL SERVING UTILITIES IN A TIMELY MANNER TO PROVIDE SERVICE REQUIRED.
<br /> FUEL CANOPY w/ 8 MPD's
<br /> STANDARD: CONTRACTOR TO INSTALL A MINIMUM 7" REINFORCED CONCRETE SLAB OVER TANKS, FIBER REINFORCEMENT TO BE RSG FITTINGS & CONDUIT• SITE ADDRESS:
<br /> USED. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" RGS FITTINGS MUST BE STEEL COMPRESSION TYPE; EACH WITH CODE SIZED COPPER BOND WIRE. MINIMUM CONDUIT 1" C. EXCEPT As TRINITY PARKWAY
<br /> FROM SURFACE REINFORCE CONCRETE SLOB AROUND MANHOLES WITH (4) #4 REBAR, 60" IN LENGTH. PLACE REBAR 6" FROM NOTED. ALL WORK WILL 8E IN CONDUIT; COMPLETED SYSTEM REAMED, AND SWABBED PRIOR TO CONDUCTOR INSTALL QSCOTT CREEK DRIVE
<br /> SIDES OF BOX.
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<br /> UNLESS OTHERWISE NOTED ON THESE DRAWINGS: ALL CONDUITS TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS TIE WIRE, PERFORATED STRAPS, OR OTHER PIPING OR
<br /> a. CONCRETE — REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) CONDUIT ARE NOT ACCEPTABLE SUPPORTS. NO TIE WIRE WILL BE ALLOWED ON PROJECT. FACILITY TBD 3
<br /> b. CEMENT — TYPE 1/II, SULFATE RESISTANT
<br /> c. AGGREGATES — ASTM C33, (MAXIMUM SIZE 3/4 INCHES) CALIFORNIA VARIANT — THE LAST 2 FEET (MINIMUM) OF ALL CONDUITS THAT ARE ROUTED TO AND PENETRATE TANK SUMPS, DISPENSER
<br /> d. 28 DAY CONCRETE STRENGTH (f'c):
<br /> SUMPS AND VENT TRANSITION SUMPS SHALL BE PVC COATED RIGID STEEL GALVANIZED WHERE PENETRATIONS TO THE BRINE FILLED DESIGNED BY: j LLIANCE Z&M,SUMPS ARE MADE. ROBROY CONDUIT MUST BE U .
<br /> 4,000 PSI — SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) USED WITH THE BRAVO PENETRATION FITTING — NO SUBSTITUTE PERMITTED
<br /> e. SLUMP — 3'+ 1" — 4" MAXIMUM AT POINT OF PLACEMENT CHECKED BY: BP REPM:f. SHRINKAGE — 0.05% MAXIMUM CONDUCTORS; DRAWN BY: AWANa o
<br /> g. ENTRAINED AIR RANGE — 2% TO 4% CONDUCTORS TO BE 60OV., COPPER (98% CONDUCTIVITY). BRANCH CIRCUITS TO HAVE THHN/THWN GAS & OIL RESISTANT INSULATION. VERSION: PRO,£CT NO. q
<br /> CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) CONDUCTORS WILL BE STRANDED, HYDRAULIC CRIMP ALL CONNECTIONS. CONDUCTOR INSULATION WILL BE CONTINUOUSLY COLOR COATED. 16700 o
<br /> CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM 7 1/2 GALLONS OF WATER PER SACK. ALL GROUNDING/BUILDING CONDUCTORS WILL BE MULTI—CONDUCTOR TYPE (U.L. LABELED — ROPE STRAND BUILDING WIRE CLASS 'M')
<br /> ADD 1.0 TO 1.5 LB STEALTH FIBER REINFORCING PER CU. YD. CONCRETE. BARE OR INSULATED AS NOTED OR REQUIRED. DRAWING TITLE:
<br /> REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE #4 REBAR.
<br /> MINIMUM LINE VOLTAGE WIRE SIZE IS #12 AWG (STRANDED) FOR LINE VOLTAGE WIRING DEVICES TO BE SPECIFICATION GRADE, TANK AND PIPING
<br /> MINIMUM 20 AMPS FOR RECEPTACLES. HUBBELL OR ENGINEER APPROVED. ALL SPECIAL RECEPTACLES AND GROUND FAULT SCOPE OF WORK
<br /> MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. PROTECTED DEVICES MUST BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES. AND GENERAL NOTES o
<br /> PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, N ACCORDANCE WITH FILL RISER GROUNDING: (FRP o
<br /> CHAPTER 3 OF THE UBC, IS PROVIDED, ALL RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED. sNEEr No:
<br /> SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. NOTE:
<br /> INSTALL 1/2" x 10'-0" LONG CONTINUOUS COPPER CLAD GROUND ROD IN NATIVE SOIL FOR TANK SYSTEM GROUNDING. PROVIDE THIS SECTION OF "SCOPE OF WORK" DRAWINGS IS USED TO COMMUNICATE DESIGN INTENT AND COVERS REQUIREMENTS USED IN ALL
<br /> CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. MANHOLE ACCESS TO GROUND ROD AND COPPER GROUND WIRE, SEE DETAILS ON SHEET G.0.7 0
<br /> MARKET EXAMPLES. IT IS THE RESPONSIBILITY OF THE DESIGN ENGINEER TO EDIT THESE DRAWINGS TO THE SITE SPECIFIC REQUIREMENTS °
<br /> BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT FOR THE PROJECT.
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<br /> MOVEMENT. o
<br /> MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. — 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). o
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