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TANK AND PIPING INSTALLATION SCOPE OF WORK: PM
<br /> MANHOLECROWNS:
<br /> LLL METAL PIPE AND FITTINGS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1 -1/2' CROWN (i ' RISE OVER 12' RUN) OF DESIGN
<br /> STANDARD: STEEL PIPE SHOWN ON THESE DRAWINGS TO BE MINIMUM SCHEDULE 40. METAL PRODUCT UNE FITTINGS TO BE MALLEABLE HIGH CLASS CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE, THE OWNER'S ENGINEER, THE BP PROJECT MANAGER WILL BE CONTRACTOR PERFORMANCE:
<br /> 150, GALVANIZED, ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY RAMAL' (FORMALLY 'GRINNE -j OR EQUAL SPECIFICATIONS AS FOLLOWS: REQUIRED TO SIGN OFF ON THIS TEM ON THE TANK INSTALLATION CHECKLIST, THE CONTRA.GTGR WILL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED BY HIM UNDER THIS CONTRACTOR FOR A PERIOD OF TWO Architecture [
<br /> 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 $ OIU [IOnB Group
<br /> MI PRODUCT IDENfIFlCATHON MARKINGS: VALIDATE THIS CUAIWRTEE. ANY DEFECTS DEVELOPING WITHIN THE PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP PERFORMED HERE UNDER,
<br /> ( ) 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
<br /> ELBOWS) UNDERSTAND
<br /> THE OWNER OR ENGINEER, THE CONTACTOR WILL ACCEPT AND FULLY
<br /> UNDERSTAND THIS PROVISION PRIOR TO CONTACT BEING AWAROED, AS ND CVJM FOR EXTRA COMPENSATION WILL BE AULOW'ED FOR CORRECTION � .155 Pem tt Vo9ey Rd. SUite A-102
<br /> CUSS 150/PN 20 ASME B16.J ASTM A-197 ASTM A-153 ASME 8.1 20.1 ASME 816.3 OF FAULTY WORK OR DEFECTIVE MATERIALS. ANYTIME DURING THE CONSTRUCTION PE IDD, THE OWNERS REPRESENTATIVES AND THE ENGINEER Sonia Rosa, CA. 9540E
<br /> M.t. UNIONSRETAIN THE RIGHT TO REQUIRE THE CONTACTOR TO REMOVE AND REINSTALL ANY EQUIPMENT OR MATERIALS NOT FOLLOWING THE STANDARDS AS
<br /> CLASS 150/PN 20 ASME 816,39 ASTM A-197 ASTM A-153 ASME 8.1 20.1 ASME 816.3 CALIFORNIA VARIANT: CONTRACTOR TO THICKEN CONCRETE SLAB DISPENSER SUMPS AND TANK FILL AND TURBINE SUMPS SUCH PRESENTED HEREIN OR ON THE DRAWINGS WITHOUT COST TO THE OWNER OR ENGINEER.
<br /> STEEL PIPE NIPPLES THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION OF THE SECONDARY CONTAINMENT OF THE SUMPS PER
<br /> A13-2481 REQUIREMENTS.
<br /> CLASS 150/PN 20 ASIA A733 ASTM A-53 ASTM A-153 ASME B.1 20.1 ASME 816.3 CONTRACTOR WILL PROVIDE PROOF OF PERFORMANCE BOND DARN SHOP DRAWINGS
<br /> STEEL PIPE (F OR E) ( 18) TESNNG: PROVIDE 3 SETS OF SHOP DRAWINGS & SAMPLES FOR ALL EQUIPMENT, PRIOR TO ORDERING AND IN A TIMELY MANNER (AS DETERMINED BY THE �SEUARCyyr
<br /> CLASS 150/PN 20 N/A ASTM A-53 ASTM A-153 ASME B.1 20.1 ASME B16.3 CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACRIRER'S 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
<br /> SCHEDULE 40 (F OR E) RECOMMENDED PRACTICES (API & PE). CONTRACTOR SHALL L COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO RUDE, CONTACTOR WILL INCLUDE COMPARISON DATA & SAMPLES FOR BOTH THE SUBSTITUTE AND SPECIFIED ITEMS FOR REFERENCE PURPOSES.
<br /> GASOLINE/ALCOHOL COMPATIBLE THREAD SEALANT TO BE USED ON ALL THREADED PIPE CONNECTIONS, OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER. -
<br /> ANY METAL PIPE OR FITTING USED FOR PRODUCT, VENT, OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACK FILL MUST BE 1DOX COVERED WITH PIPE �TIDU' CONTRACTOR WILL PROVIDE LETTER TO ENGINEER CONFIRMING ALL EQUIPMENT AND TERMINATIONS ARE PROPERLY TORQUED - SIGNED BY PER 1 /37/79
<br /> A 100 MIL COATING OF COAL TAR (FOXY (ROSS COAT OR 3M SCOTCH WRAP 150 TME), ISOLATE THE PRODUCT TANKS AND DISPENSERS DURING PRESSURE TESTING OF LINES IN ORDER TO PREVENT DAMAGE, LICENSED CONTACTOR.
<br /> THE DESIGN, ASSEMBLY, AND TESTING OF THE PIPING SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTION CONTACTOR WILL PROVIDE ACCURATE AND COMPLETE 'AS BUILT' DRAWINGS TO OWNER AND ENGINEER AT TIME OF OWNER ACCEPTANCE, ALL
<br /> LL2) PIPING SUMP PENETRATION INSTALLATION:
<br /> OF
<br /> Co E, ANDAMERICAN PETROLEUMMIIN CODEFOR
<br /> ORECOMMENDED PRACTICE SURE PIPING,
<br /> E1615.A 30t FI��LL �D COMBUSTIBLE "AS BURT" ���1Q �BY A SETS
<br /> n�SK)OF COMP TIB . OFAILUREOTO DO SO WILL CGNSIDUTE FORFEITURE OF ALL PCOPY PRINTS 2e X 36" AND TWO SETS AYMENTS DUEANDHOURLY i l�rFOFCALWF0�2P
<br /> STANDARD: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS, ALL PENETRATIONS OF THE SUMPS TO BE ON A LINE TOWARD THE CENTER OF DURING CONSFRICTION, BEFORE BACK AWNG, 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 CONTACTOR FOR 'AS BULLY DEVELOPMENT, Seame I
<br /> 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 RAVING JURISDICTION, A CONSTRUCTION PIPE TEST IS
<br /> AND COMPRESSION FITTINGS AND RESULTANT WATER TIGHTNESS, ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST CONDUCTED AS FOLLOWS: p
<br /> BE SEALED WITH DOUBLE SIDED BULKHEAD FITTINGS IN SUMPS, SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD
<br /> 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 MR TO 150 PERCENT OF THE MAXIMUM SYSTEM
<br /> ENGINEER, THE BP PROJECT MANAGER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK UST, OPERATING PRESSURE (OR A MINIMUM OF 50 POUNDS PER SQUARE INCH GAUGE; MAXIMUM AS RECOMMENDED BY COMPONENT MANUFACTURER)
<br /> MANUFACTURER ENTRY BOOT TYPE VARIANT, THE MAKE AND MODEL NUMBERS OF THE PIPING PENETRATION FITTINGS SHOWN W THE DETAILS ARE AT LEAST 30 MINUTES AND NOT MORE THAN 1 HOUR.
<br /> BeB. ALL PIPING SURFACE INCLUDING VALVE, FITTINGS,I H JOINTS, AND 50 FORTH ARE WETTED WTIH A SOAP SOLUTION AND INSPECTED FOR
<br /> rIYH[ ,
<br /> NOT SUBJECT TO CHANGE N.O.V. FRP BONDED ENTRY FITTINGS ARE REQUIRED FOR ALL PIPING PENETRATIONS, CONDUIT PENETRATIONS INTO SUMPS BUBBLES.
<br /> SHALL BE AS SPECIFIED ON THE PUNS. C. LEAKS, AS INDICATED BY BUBBLES, ARE REPAIRED OR REPLACED, AND THE PIPING RE-TESTED AS NECESSARY.
<br /> Be THE INNER PIPE WALLS SHALL BE TESTED FOR TIGHTNESS BEFORE CLOSING THE OUTER PIPE THE OUTER PIPE MUST BE TESTED AT A 5
<br /> POUNDS PER SQUARE INCH GAUGE MAXIMUM BEFORE BACKFIWNG, CARE SHOULD BE TAKEN TO PREVENT OVER PRESSURIZATION OF THE
<br /> CALFORNU VALt1ANT: TO INSTALL NSTALL SUMP PENETRATION FITTINGS THAT METE ERU THE ADDITIONAL CRRREQUNT IMPORTANTFOR CONTINUOUS
<br /> HYDROSTATIC AND VACUUM ACT INTERSTICE. IT IS IMPORTANT THAT THE MANUFACTURER'S INSTRUCTIONS BE FOLLOWED. REPEAT BOTH TESTS AFTER EIA2CFIWNG.
<br /> R TO
<br /> WHEN THE PIPING IS INSTALLED AND OPERATIONAL, A HYDROSTATIC TEST OF THE PIPING, AS SPECIFIED IN NEPA 329, MAY BE REQUIRED BY
<br /> CODES.
<br /> ( 13) DISPENSER INSTALLATION:
<br /> STANDARD: CONTRACTOR TO INSTALL 'WAYNE OVATION' STYLE DISPENSERS WITH INTEGRATED CARD READERS AND INTERCOM SYSTEM AS SHOWN ON CAHRON: EXTREME CARE SHOULD BE EXERCISED IN CONDUCTING PIPE TIGHTNESS TEST. PRESSURIZED PIPING IS POTENTIALLY DANGEROUS
<br /> SITE SPECIFIC DESIGN DETAIL SHEETS. DISPENSERS TO HE NSTALLED 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
<br /> 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
<br /> 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.
<br /> DISPENSER START UP: - STMT UP BY MANUFACTURERS REPRESENTATIVE CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE MINIMUM, N.O.V. PIPING SHALL BE TESTED ACCORDING TO MANUFACTURERS SPECIFICATIONS,
<br /> ANY AIR POCKETS OR STMT UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING TAT DESTROYS ELECTRONICS WILL BE BILLED VAPOR RECOVER PIPING MUST PASS ALL CMB BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY, & BLOCKAGE RATES, A/L TESTING
<br /> RACK TO THE CONTRACTOR IS REQUIRED FOR ASSISTED' STAGE It SYSTEMS (IF INSTALLED). NOTIFY THE RP PROJECT MANAGER TO COORDINATE
<br /> a
<br /> CONTAINMENT SUMP TESTING:
<br /> MCO BRANDED VARUM: DISPENSERS INSTALLED WITHOUT CARD READERS N DISPENSERS, CONTRACTOR TO INSTALL TWO (2) DOUBLE SIDED
<br /> PAYMENT ISLAND CASHIERS PIC UNITS) AS SHOWN ON SITE SPECIFIC PLANS. START UP BY MANUFACTURERS REPRESENTATIVE START UP PROBLEMS
<br /> ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL FOR
<br /> HYDROSTATICALLY TESTER (DUCE TEST) WITH STANDING WATER w
<br /> ( ABOVE THE LEVEL OF THE HIGHEST PIPE OR CONCUR PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETED TO m zo za N
<br /> DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR, REFER TD INSURE THAT THE SUMPS ARE WATERTIGHT OR CERTIFIED USING SUMP MANUFACTURER'S APPROVED TEST PROCEDURE TO INSURE THAT
<br /> ARCHITECTURAL CANOPY DRAWINGS FOR ADDITIONAL SITE PREP AND CONDUIT REQUIREMENTS, SUMPS ARE WATERTIGHT PER UST REGULATIONS, THE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION N rn F o
<br /> w w
<br /> CALIFORNIA VARUM: DISPENSER SUMPS TO BE DOUBLE WALL AND INSTALLED WITH CONTINUOUS HYDROSTATIC MONITORING DEVICE PER A13-2481 CHECKUST. 0 a_ w
<br /> REQUIREMENTS CALIFORNIA VARANT: ALL DOUBLE WALL SUMPS SHALL BE BRINE FILLED AND INSPECTED FOR TIGHTNESS THROUGHOUT THE INSTALLATION
<br /> PROCESS ONCE SUMPS HAVE BEEN FILLED WITH BRINE SOLUTION.
<br /> Z m W 7
<br /> Qf
<br /> INSTALLATION OF HANGING HARDWARE z >
<br /> STANDARD: - CONTRACTOR TO INSTALL VAPOR ASSIST HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER '96' CARE EXECUTIVE ORDER FINAL SYSTEM TESz TESTING: Of o O o o m
<br /> G-70-153-AD. STIES WHERE ORVR COMPATIBLE SYSTEMS ARE NOT REQUIRED AFTER COMPLETE INSTALLATION OF THE ENTIRE FUEL SYSTEM AND ALL PAVING, THE OWNER'S REPRESENTATIVE OR HIS ADEM, THE OP PROJECT
<br /> MANAGER, SHALL ARRANGE FOR A PRECISION TANK AND LINE TEST TO BE PERFORMED ON THE COMPLETE SYSTEM, SUCCESSFUL COMPLETION OF m a a o
<br /> ARCO BRAND VARUM - CONTACTOR TO INSTALL ORVR COMPATIBLE BAL.UNCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER CMB THIS TEST WILL BE REWIRED FOR FINAL APPROVAL THIS TEST SFIAlI. ENSURE THAT ALL NEW TANK & PIPING SHALL MEET ALL FEDEIA. STATE. ¢ ¢ of ¢ w ¢
<br /> EXECUTIVE ORDER G-70-52-AM PER LOLL STATUE. & LOCAL REQUIREMENTS FOR TIGHTNESS INTEGRTIY, PRIOR TO START-UP OF SYSIEIA, OPERA710NALLY TEST ALL ETHER EQUIPMENT, INCLUDING F_ a ¢ a a
<br /> CALIFORNIAVARUM - CONTRACTOR TO INSTALL ORYR/PFfASE II EVER COMPATIBLE H056, NOZZLES, SWIVELS AND BREAK AWAY VALVE PER IMPACT (SHEAR) VALVES, UNIX LEAK DETECTORS, LEAK DETECTOR AWRMS, AND EMERGENCY SHUTDOWN SWITCHES N ACCORDANCE WITH THE m z O m m m m
<br /> APPLICABLE CARE EXECUTIVE ORDER WITH IN SYSTEM DUDNOSIIE ISO PER LOCAL JURISDICTIONAL SWIVELS A D B. MANUFACTURER'S INSTRUCTIONS, CONTACTOR SHALL. PROVIDE (3) COPIES OF ALL CERTIFICATIONS & TEST RESULTS TO OWNER'S REPRESENTATIVE F m
<br /> (ISD) OR HIS AGENT, THE BP PROJECT MANAGER. f " o o n N n
<br /> TANK SYSTEM TEST METHOD CALIFORNIA ONLY AH-2481 : O m mo
<br /> (14) SUMP SENSOR INSTALLATION: BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE UNDERGROUND STORAGE TANK SHALL BE TESTED AFTER 1 '0121
<br /> CONTRACTOR TO INSTALL ALL FILL SUMP, TURBINE SUMP AND DISPENSER SUMP SENSORS PER VEEDER ROOT INSTALLATION INSTRUCTIONS, SUMP INSTALLATION USING ONE OF THE FOLLOWING METHODS TO DEMONSTRATE THAT THE TANK IS PRODUCT TIGHTL
<br /> SENSORS TO BE INSTALLED IN SUMP HOLDERS MOUNTED TO SIDE OF SUMP WAIS SEE TANK DETAIL SHEETS FOR LIQUID SENSOR DETAILS. 1) ENHANCED LEW DETECTION (ELD) BY TRACER CORPORATION.
<br /> TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW LOWEST 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND APPROVED BY THE BOARD,
<br /> PENETRATION FITTING WITHIN SUMP AREA AT BOTTOM OF SUMP. SEE TANK ELECTRICAL DRAWINGS FOR MONITORING CONDUIT DETAILS AND SENSOR 3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT CJS PRESSURE TEST BY THE BOARD IN
<br /> AND PROBE WIRING DETAILS, REGULATIONS ADOPTED PURSUANT TO THE APPLICABLE CHAPTER IN THE CODE, AN UNDERGROUND STORAGE TANK INSTALLED AND TESTED
<br /> IN ACCORDANCE WITH THIS SECTION 15 EXEMPT FROM THE REQUIREMENTS OF SECTION 25292.5.
<br /> ( 15) OVERFILL ALARM AND ACKNOWLEDGE SWITCH INSTALLATION : TANK ELECTRICAL SPECIFlCAl1ON5:
<br /> CONTACTOR TO INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO PROVIDE AN
<br /> UNOBSTRUCTED VIEW TO TRUCK DRIVER, PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE, SEE SITE SPECIFIC WIRING DIAGRAM GENERAL:
<br /> AND DETAILS FOR MOUNTING REQUIREMENTS, ALL. MATERIALS AND WORKMANSHIP WILL CONFORM TO THE MOST RECENT EDITIONS OF THE RATIONAL ELECTRICAL CODE, N.ETA, B.I.C.S.1.,
<br /> U.B.C. & NFPA AS REQUIRED BY THE ENGINEER, LOCAL AND STATE CODES AND ORDINANCES, AMERICANS WITH DISABILITIES ACT, EPA,
<br /> AND UTIDY COMPANY REQUIREMENTS.
<br /> ( 16) VEEDER ROOT TLS-350 CONSOLE INSTALLATION:
<br /> CONTRACTOR TO INSTALL VEEDER ROOT' TANK AND LINE ALARM CONTROL PANEL MODEL ITIS-350 IN BUILDING. INSTALL PER THE CONTRACTOR WILL NSR THE JOB SITE AND FAllIL1ALOZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS BID OR
<br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS, SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION IN BUILDING, WORK, NO ALLOWANCES WILL BE MADE AFTER THE BID FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO VERIFY EXISTING
<br /> CONDITIONS. C7
<br /> CALTORNIA VARIANT: CONSOLE TO BE EQUIPPED WITH ADDITIONAL SENSOR MODULES TO ADDRESS AB-2461 AND CMB ISD REQUIREMENTS. FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICIED FROM THE PLANS AND SPECIFICATIONS HEREIN - AS NOTED OR Q C'�
<br /> IMPLIED - NOT LIMITED TO WHAT IS SHOWN. LB
<br /> S A D
<br /> C DRAWINGS ARE
<br /> BID.SCHEMATIC IN NATURE AND ALL APPURTENANCES NANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED
<br /> ( 17) CONCRETE TANK SLAB INSTALLATION:
<br /> O
<br /> RER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, INCONSISTENCIES WITH DESIGN OR INTENT, OR NEED FOR
<br /> ET (�
<br /> STANDARD: CONTRACTOR TO INSTALL A MINIMUM 7' REINFORCED CONCRETE SLAG OVER TANKS. FIBER REINFORCEMENT TO BE THECLACONTRACION,TOR
<br /> IT 15 THE OON AREY AS QUESTIRESPONSBIL OR TO ONSICLARTE THESE ETAS PRIOR S BID IN TY M WITH THE ENGINEER. T F
<br /> CHET CONTACTOR FAILS TO NTRACY ANY QUESTIONS OR INCONSISTENCY, THEY ACCEPT RTO BID
<br /> WTI CORRECT AT THEIR COST ANY
<br /> USED, PREMIX UNIFORMLY THROUGHOUT CONCRETE, REINFORCEMENT BMS TO BE NO LESS THAN 2' AND NO MORE THAN 4' SUCH ILEA SO AS TO MEET INTIM AS DEFINED BY ENGINEER,
<br /> FROM SURFACE REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) 14 RERAR, 60' IN LENGTH, PLACE REBM 6' FROM U11UPES: M�
<br /> m SIDES OF BOX, U W
<br /> B UNLESS OTHERWISE NOTED ON THESE DRAWINGS: CONTRACTOR WILL SUPPLY INFORMATION AS REWIRED TO ALL SERVING ImLITIES IN A TIMELY MANNER TO PROVIDE SERVICE REQUIRED. <
<br /> a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) RSG FITTINGS & COMM O
<br /> n b. CEMENT - TYPE 1/II, SULFATE RESISTANT Q
<br /> c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) RGS FIRINGS MUST BE STEL COMPRESSION TYPE; EACH WITH CODE SIZED COPPER BOND WIRE MINIMUM CONDUIT 1 ' C. EXCEPT AS O
<br /> d. 28 DAY CONCRETE STRENGTH (f'c): NOTED. ALL WORK WILL BE IN CONDUIT; COMPLETED SYSTEM REAMED, AND SWABBED PRIOR TO CONDUCTOR INSTAL. CV
<br /> 4,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED)
<br /> SLUMP - 3'+ I ' - 4' MAXIMUM AT POINT OF PLACEMENT ALL CONDUITS TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS TIE WIRE, PERFORATED STRAPS, OR OTHER PIPING OR s
<br /> a Iel
<br /> . SHRINKAGE - 0.05X MAXIMUM CONDUIT ARE NOT ACCEPTABLE SUPPORTS. NO TIE WARE WILL ALLOWED LLOWED ON PROJECT.
<br /> g. ENTRAINED AIR RANGE - 2X TO 4% CALIFORNIA VARIANT - THE LAST 2 FEET (MINIMUM) OF ALL CONDUITS THAT ARE ROUTED TO AND PENETRATE TANK SUMPS, DISPENSER
<br /> �N CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) SUMPS AND VENT TRANSITION SUMPS SHALL BE FVC COATED RIGID STEEL GALVANIZED WHERE PENETRATIONS TO THE BRINE FILLED
<br /> CONCRETE SHALL BE NORMAL WEIGHT WITH MIX OF 7 2 1 /2 : 3 1/22 WITH A MAXIMUM 7 1/2 GALLONS OF WATER PER SACK,
<br /> SUMPS ARE MADE ROBROY CONDUIT MUST BE USED WITH THE BRAVO PENETRATION FITTING - NO SUBSTITUTE PERMITTED.
<br /> o ADD 1 .0 TO 1 .5 LB STEALTH FIBER REINFORCING PER CU. YD. CONCRETE,
<br /> CONDUCTORS:
<br /> REINFORCING STEEL FOR TANK SUMP CAGES SHALL BE 14 REBAR, CONDUCTORS TO BE 6WV., COPPER (98% CONDUCTN". BRANCH CIRCUITS TO AVE THHN/IHWN GAS & OIL RESISTANT INSULATION,
<br /> MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT, CONDUCTORS WALL BE STRANDED, HODRAUUC CRIMP ALL CONNECTIONS. CONDUCTOR INSULATION WILL BE CONTINUOUSLY COLOR COATED.
<br /> PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH ALL GROUNDING/BUILDING CONDUCTORS WILL LABELED MULTI-CONDUCTOR TYPE (U.L LABD - ROPE STAND BUILDING WIRE CLASS 'M') Project Number
<br /> CHAPTER 3 OF THE IBC, IS PROVIDED, BARE OR INSULATED AS NOTED OR REQUIRED, SPA 6002 . 0
<br /> sS SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE MINIMUM LINE VOLTAGE WIRE SIZE IS 112 AWG (STRANDED) FOR LINE VOLTAGE WIRING DEVICES TO BE SPECIFICATION GRADE
<br /> B CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL MEATOR, MINIMUM 20 AMPS FOR RECEPTACLES, HUBBELL OR ENGINEER APPROVED. ALL SPECIAL RECEPTACLES AND GROUND FAULT
<br /> Menem
<br /> PROTECTED DEVICES MUST BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES. Sheet Name.
<br /> Zj BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT
<br /> MOVEMENT. FIII RISER GROUNDING: TANK AND PIPING
<br /> W
<br /> MATERIALS AND WORKMANSHIP SHAT CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). ALL RISERS N THE FILL SUMP SHALL BE GROUNDED AND BONDED. SCOPEOFWORK
<br /> W INSTALL 1/2' x 10'-0' LONG CONTINUOUS COPPER CLAD GROUND ROD IN NATIVE SOIL FOR TANK SYSTEM GROUNDING. PROVIDE AND GENERAL NOTES
<br /> MANHOLE ACCESS TO GROUND ROD AND COPPER GROUND WIRE, SEE DETAILS ON SHEET G.0.7 (FRP2OF2)
<br /> 6 EMERGENCY SHUTDOWN:
<br /> 21
<br /> ENSURE THAT THE E-STOP DISCONNECTS THE HOT AND NEUTRAL WIRES TO THE DISPENSERS
<br /> ENSURE THAT THE E-STOP DISCONNECTS THE HOT AND NEUTRAL WIRES TO THE TURBINES
<br /> ENSURE THAT THE TURBINE PUMPS ARE ISOLATED TO AVOID FEEDBACK VOLTAGE
<br /> Sheer Number
<br /> ENSURE THAT THE E-STOP DISCONNECTS THE LOW VOLTAGE WIRES TO THE DISPENSER (LE DATA, INTERCOM, MEDIA)
<br /> ENSURE THAT THE TURBINE AND DISPENSER BREAKERS ARE CLEARLY IDENTIFIED / LABELED
<br /> rc ENSURE THAT EACH DISPENSER HAS TIS OWN DEDICATED CIRCUIT � '//J/�)
<br /> ENSURE THAT EACH PUMP RAS ITS OWN DEDICATED CIRCUIT ✓d D � D L2 D LA
<br /> i ENSURE THAT THE DISPENSING EQUIPMENT IS GROUNDED PER NEC
<br /> ENSURE THAT ALL OF THE DISPENSING EQUIPMENT MEETS NEC LOCK OUT/TAG OUT CODES,
<br />
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