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swim
<br /> CLIENT�
<br /> ----------- TANK AND PIPING INSTALLATION SCOPE OF WORK--
<br /> MANHOLE CROWNS: ........ ....... bp
<br /> �11LIAEYA
<br /> __E1j P E "A"N D F1 T I ING S
<br /> ALL- MANI`-IOLE OPENINGS ON IHE -TANK SLAB SHALL- BE INSTALLED WJ]H A 1 --112" CROWN (1 " RISE OVER, 12" RUN) OF
<br /> TO SIGN OFF ON THIS ITEM ON THE TANK INSTAL LATION CHECKIL-IST,
<br /> GALVANIZED, ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED ANVIL," (FORMALLY "GRINNEL-L") OR EQUAL SPECIFICATIONS AS FOLLOWS: CON(",RETE TO PREVENT WATER INFRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER, THE BP PROJECT MANAGER WILL. BE CONTRACTOR PERFORMANCE
<br /> STANDARD: STEEL PIPE SHOWN ON THESE DRAWINGS TO BE MINIMUM SCHEDULE 40. METAL PRODUCT LINE FIFTINGS TO BE MALLEABLE IRON CLASS
<br /> 150,
<br /> REQLflRED No
<br /> DII&NSIONS MATERJAL CA IZING THREAD PRESSURE RATING TRACTOR WILL. GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISFIED BY HIM UNDER 1-1-11S CONTRACTOR FOR A PERIOD OF TWO
<br /> LVAN
<br /> M.1, FITTINGS ............... [HE CON
<br /> (FEES, ELBOWS) PRODUCT IDENTIFICATION MARKINGS� YEARS FROM THE DATE OF' FINAL ACCEPTANCE OF THE WORK OF' THIS CONTRACT 13Y TF-IE OWNER AND THE ENGINEER AND PROVIDE A BOND TO
<br /> CONTRACT"OR TO INSTALL PRODUCI IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE SPECIFIC DETAIL- DRAWINGS. 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 ASFM A-197 ASTM A---153 ASME B.1 201 ASME B16.3 WILL BE MADE GOOD AT' THE EXPENSE OF' THE CONTRACTOR NOT It--
<br /> M.1, UNIONS �E OWNER OR ENGINEER. THE CONTRACTOR WILL ACCEPT AND FULLY
<br /> UNDERSTAND THIS PROVISION PRIOR -TO C'ONTRACT BEING AWARDED, AS NO CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED FOR CORRECTION
<br /> OF FAULFY WORK OR DEFECTIVE MATERIALS, ANYTIME DURING THE CONSTRUCTION PERIOD, THE OWNERS REPRESENTATIVES AND THE ENGINEER
<br /> CLASS 150/PN 20 ASME B16.39 ASTM A-- 197 ASTM A-153 ASME B,1 201 ASME B1 6_3 CAL.IFORNIA VARIANT: CONTRACTOR TO FHICKEN CONCRETE 'S1 AB AT DISPENSER SUMPS AND TANK FILL AND TURBINE SUMPS SUCH RETAIN THE RIGHT TO REQUIRE ]HE CONTRACTOR 10 REMOVE AND REINSTALL ANY EQUIPMENT OR MAIERIALS NOT' FOLLOWING -THE STANDARDS AS
<br /> STEEL.. PIPE NIPPLES
<br /> CLASS 150/PN 20 ASTM A733 ASTM A-53 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,
<br /> STEEL PIPE (F OR E) ASTM A.- 153 ASME BA 201 ASME B16.3 AB2481 REQUIREMENTS,
<br /> CLASS 150/PN 20 N/A ASTY A-53 ASTM A--153 ASME B.1 20.1 ASME B16.3 f E ST'IN'G, CONTRACTOR WILL PROVIDE PROOF' OF PERFORMANCE BOND WITH SHOP DRAWINGS
<br /> 'OMPLETE ALL TESTING ACCORDING 1-0 MANUFACTURER'S INSTRUCTIONS FOR -TANKS AND PIPING AND PER INDUSTRY PROVIDE 3 SETS OF SHOP DRAWINGS & SAMPL,ES FOR ALI EQUIPMENT, PRIOR To ORDERING AND IN A 1IMELY MANNER (AS DETERMINED BY THE
<br /> SCHEDULE 40 (F 0 R E) CONTRACTOR SHALL C
<br /> ENGINEER) SO NOT TO DELAY WORK, -TO THE ENGINEER FOR APPROVAL, (CONDUIT, SWITCHES, CONDUCTORS, ECT,) WHERE SUBSTITUTIONS ARE
<br /> RECOMMENDED PRACTICES (API & PEI), CONTRACTOR SHALL COMPLETE ALL WARRANFY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO MADE, CONTRACTOR Wit-.[- INCLUDE COMPARISON DATA & SAMPLES FOR BOTH THE SUBSTIJUIE AND SPECIFIED ITEMS FOR REFERENCE PURPOSES,
<br /> GASOLINE/ALCOHOL COMPATIBLE THREAD SEALANT -TO BE USED ON ALL. IFIREADED PIPE CONNECTIONS, OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT MANAGER, 4j
<br /> ANY METAL PIPE OR F-J-PING, USED FOR PRODUCT, VENT, OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACK FILL MUST BE 100% COVERED WITH EE JEST Al . CONTRACTOR Wit-[,. PROVIDE I ETTER TO ENGINEER CONFIRMING ALL EQUIPMENT AND TERMINA11ONS AIRE PROPERLY TORQUED -- SIGNED BY IN
<br /> _AR 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,
<br /> A 100 MII_ COATING OF COAL f
<br /> LJCENSED CONTRACTOR,
<br /> 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
<br /> LU-1-Et EWL_S, �LMP___PEN-ETRAI-10'N INSTALLATION: OF ANSI -B31 , AMERICAN NATIONAL STANDARD CODE FOR PRESSURE PIPING, NFPA 30, FLAMMABLE AND COMBUSTIBIL-E 11
<br /> LIQUIDS CODE, AND AMERICAN PETROLEUM INSTITUTES RECOMMENDED PRACTICE 1615. AS BUILT" DRAWINGS TO BE 4 SETS OF- "BI UELINES" OR PHOTO COPY PRINTS 24" X 36" AND Two SETS (OWNER/ENGINEER) ON MAGNETIC ARCO
<br /> STANDARD, CONTRACTOR TO INSTAL.[., SUMP PENETRATION FITTINGS, ALL PENETRATIONS OF THE SUMPS TO BE ON A LINE TOWARD THE CENTER OF MEDIA & AUTOCAD 2010 (BY AUTODESK) COMPATIBLE, FAIL-URE TO DO So WILL CONSJFTU_IE FORFEITURE OF ALI PAYMENTS DUE AND HOURLY RIP WEST COAST PRODUCTS,LLC
<br /> 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,
<br /> THE SUMP, NOT -TO EXCEED MANUFACTURERS [RECOMMENDED ANGLE IN ANY DIRECTION, TO ENSURE IHE PROPER INSfALIArLON OF ALI.- BULKHEAD OTHER TESTING METHODS MAY ALSO BE ACCEPIABLE IF APPROVED BY THE AUTHORITY HAVING JURISDICTION, A CONSTRUCTION PIPE TEST IS .......
<br /> AND COMPRESSION FITTINGS AND RESULTANT WATER JK31-11NESS, ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST CONDUCTED AS FOLLOWS:
<br /> BE SEALED WITH DOUBLE SIDED BULKHEAD FITTINGS IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY TESFED WITH STANDING WATER FOR A PERIOD
<br /> OF' 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS APPROVED TESJING 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
<br /> ENGINEER, THE BP PROJECT MANAGER MUST SIGN OFF ON THIS TESTING ON THE -TANK INSTALLATION CHECK LIST-,
<br /> I-OR AT LEAST 30 MINUTES AND NOT MORE THAN I HOUR, 'TURER)
<br /> OPERATING PRESSURE (OR A MINIMUM Of- 50 POUNDS PER SQUARE INCH GAUGE; MAXIMUM AS RECOMMENDED BY COMPONENT' MANUFAC
<br /> MANUFACTURER ENTRY BOOT' TYPE VARIANT: THE MAKE AND MODEL_ NUMBERS OF THE PIPING PENETRATION FITIINGS SHOWN IN IHE DETAILS ARE B� At I.- PIPING SURFACES jNC1 UDING VALVES, FITTINGS, JOINTS, AND SO FORTH ARE WETTED WITH A SOAP SOLUTION AND INSPECTED FOR
<br /> NOT SUBJECT TO CHANGE. N-O.V, FRP BONDED ENTRY FITTINGS ARE REQUIRED FOR ALL PIPING PENETRATIONS, CONDUIT PENETRATIONS INTO SUMPS
<br /> SHALL BE AS SPECIFIED ON THE PLANS, BUBBLES,
<br /> C, LEAKS, AS INDICATED BY BUBBLES, ARE REPAIRED OR REPLACED, AND THE PIPING RE-TESTED AS NECESSARY,
<br /> D� THE INNER PIPE WALLS SHALL BE TESTED FOR TIGHTNESS BEFORE CLOSING THE OUTER PIPE, THE OUTEIR PIPE MUST BE TESTED AT A 5
<br /> CALIFORNIA VARIANT: CONLIRACTOR To INSTALL SUMP PE-NETRATION FITTINGS THAT MEET THE ADDITIONAL. CRITERIA REQUIREMENT FOR CONTINUOUS POUNDS PER SQUARE INCH GAUGE MAXIMUM BEFORE BACKTILLING, CARE SHOULD BE -TAKEN TO PREVENT- OVER PRESS U RIZATION OF THE
<br /> HYDROSTATIC AND VACUUM MONITORING,
<br /> 0
<br /> NfERSFICE, IT IS IMPORIANT -THAT' THE MANUFACTURER'S INSTRUCTIONS BE FOLLOWED, REPEAT BOTH TESTS AFTER BACKFILLING,
<br /> WHEN THE PIPING IS INSTALLED AND OPERATIONAL, A HYDROSTATIC TEST OF THE PIPING, AS SPECIFIED IN NFPA 329, MAY BE REQUIRED BY
<br /> CODES�
<br /> STANDARD: CONTRACTOR -TO INSFALL. "WAYNE OVATION" STYLF DISPENSERS WITH INTEGRA-FED CARD READERS AND INTERCOM SYSTEM AS SHOWN ON CAUFION� EXIREME CAERE SHOULD BE EXERCISED IN CONDUCTING PIPE TIGH[NE'SS TEST', PRESSURIZED PIPING IS POTENTIALA,Y DANGEROUS N G
<br /> SITE SPECIFIC DESIGN DETAIL, SHEETS, DISPENSERS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALLATION TO INCLUDE BECAUSE OF IFIE POSSIBILITY OF VIOLENT RUPTURE, THIS JEST SHOULD BE CO'NDUCTED WITH MINIMUM EXPOSURE OF PERSONNEL AND WITF-FOUT
<br /> DISPENSER ISLANDS, SINGLE WALL DISPENSER CONTAINMENT' SUMPS, AND THE INSTALIAJION OF ALL SHEAR VALVES, RISERS, PIPING CONNECTIONS MOVING OR DISTURBING THE PIPING BEING TESTED. WHEN THE TESII IS COMPLETED, THE PIPING PRESSURE CAN BE REDUCED OR RELEASED 18215 72ND AVENUE SOUTH
<br /> AND AL.I... PENETRATIONS INTO THE SUMPS, SEE TANK ELECTRICAL DRAWINGS F"OR CONDUIT AND WIRING REQUIREMENTS. COMPLETELY FOR THE REMAINDER OF CONSTRUCTION, REFER -TO THE PIPING MANUFACTURER'S RECOMMENDATIONS. KENT, WA 98032
<br /> DISPENSER START UP: -- START UP BY MANUFACTURERS REPRESENTAFIVF., CONTRACTOR TO PURGE I INES WITH 200 GALLONS PER HOSE MINIMUM, N.O.V, PIPING SLIALL, BE -TESTED ACCORDING 1-0 MANUFACTURER'S SPECIFICATIONS. (4-25)251---6222
<br /> ANY AIR POCKETS OR START LIP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT' WIRING THAI' DESTROYS ELECTRONICS WILL BE BILLED VAPOR RECOVER PIPING MUST PASS ALI.- CARB BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSI IRE DECAY, & BLOCKAGE RATES, A/L TESTING (425)251-8782 FAX
<br /> BACK -10 -THE CONTRACTOR
<br /> IS REQUIRED FOR "ASSISTED" STAGE 11 SYSTEMS (IF INSTALLED), NOrIF`Y THE BID PROJECT MANAGER -I'D COORDINATE, CIVIL ENGINEERING, I-AND PLANNING,
<br /> SURVEYING, ENVIRONMEWAL SERVICES
<br /> ARCO BRANDED VARIANT� DISPENSERS INSTALLED WITHOUT CARD READERS IN DISPENSERS, CONTRACTOR TO INSTALL IWO (2) DOUBLE SIDED CONTAINMENT SUMP TESTING (CALIFORNIA): ALL DOUBLE WALL SUMPS SHAI-L BE BRINE FILLED AND INSPECTED FOR TIGHTNESS NO, DATE REVISION DESCRIP-ITON
<br /> PAYMENT ISLAND CASHIERS (PIC UNITS) AS SHOWN ON SITE SPECIFIC PLANS. START UP BY MANUFACTURERS REPRESENTATIVE. START' UP PROBLEMS 1HROUGHOUF THE INSTALLATION PROCESS ONCE SUMPS HAVE BEEN FILLED WITH BRINE SOLUTION,
<br /> DUE TO IMPROPER !NSTALLATION OR INCORRECT WIRING THAT DESFROYS ELECTRONICS WILL BE BILLED BACK 70 IHE CONTRACTOR, REFER TO APPROVED TEST PROCEDURE 'TO INSURE THAT SUMPS ARE WATERTIGHT FIER UST REGULATIONS, THE OWNER'S ENGINEER MUST SIGN OFF' ON 03/24/1� PERMIT SUBMITTAL
<br /> ARCHITECTURAL CANOPY DRAWINGS FOR ADDITIONAL SITE PREP AND CONDUIT REQUIREMENIS. THIS TESTING ON THE TANK INSTALLATION CHECKLIST, A
<br /> Ai Oq/06/17 RELEASE
<br /> /5
<br /> CALIFORNIA VARIANT� DISPENSER SUMPS TO BE DOUBLE WALL AND INSTAI.A.-ED WITH CONTINUOUS HYDROST'AfIC MONITORING DEVICE PER AB-2481
<br /> REQUIREMENTS A3__ '10110117 REV, PER_EHD PLAN CHECK
<br /> CALIFORNIA VARIANT� ALI, DOUBLE WALL SUMPS SHALL BE BRINE FILLED AND INSPECTED FOR 'FIGHTNIESS THROUGHOUT THE INSTALLATION 111171-17 REV, PER-ELD PLAN CtIECK
<br /> INSTALLATION OF HANGING HARDWARE: PROCESS ONCE SUMPS HAVE BEEN FILLED WITH BRINE SOLUTION, ----
<br /> ------ 01/15/18 REV, PFREHD PLAN CHECK
<br /> STANDARD: -- CONTRACTOR FO INSTALL, VAF'OR ASSIST HOSES, NOZZLES, SWIVIF_LS AND BREAK AWAY VALVES PER '96' CARB EXECUTIVE ORDER FINAL SYSTEM TESTING: 01/25/18 REV, PER EHD PLAN CHECK
<br /> G--'70-- 153--AD, SITES WHERE ORVR COM FIAT SYSTEMS ARE NOT REQUIRED AFTER COMPLETE INSTALLATION OF THE ENTIRE FUEL SYSTEM AND ALL, PAVING, THE OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP PROJECT 02/1'9/18' REV. PER Ell-D PLAN CHECK---
<br /> MANAGER, SHALL ARRANGE FOR A PRECISION TANK AND LINE TEST 'TO BE PERFORMED ON THE' COMPLETE SYSTEM. SUCCESSFUL COMPLETION Of-'
<br /> ARCO BRAND VARIANT -- CONTRACTOR -TO NSTAI,I_. ORVR COMPATIBLE BALANCE HIOSES, NOZZLES, SWIVELS AND BREAK AWAY' VALVES PER CARD 1-1-11S JESI WILL BE REQUIRED FOR FINAL. APPROVAL., THIS TEST' SHALL ENSURE THAI' ALI-. NEW TANK & PIPING SHALL MEET ALL FEDERAL, STATE, A§� 04/16/18 CONSTRUCTION REI-EASE
<br /> EXECUTIVE ORDER G -7052-AM PER LOCAL STATUES,
<br /> & LOCAL. REQUIREMENTS FOR TIGHTNESS INIEGRITY, PRIOR TO STARF-UP OF' SYSTEM� OPERATIONALLY TEST ALI,, OTHER EQUIPMENT, INCLUDING
<br /> IMPACT' (SHEAR) VALVES, I INK LEAK DETECTORS, LEAK DETECIOR ALARMS, AND EMERGENCY SHUTDOWN SWITCHES IN ACCORDANCE WITH THE
<br /> CALIFORNIA VARIANT -- CONTRACTOR 'TO INSTALL ORVR/PHASE 11 EVR COVPAfLBLE HOSES, NOZZI ES, SWIVEL.S AND BREAK AWAY VALVES PER Aq- 05/22/18 REV, PER CUM'
<br /> APPLICABI E CARD EXECUTIVE ORDER WITH IN SYSTEM DIAGNOSTICS (ISD) PER LOCAL, JURISDICTIONAL REQUIREMENTS, MANUFACTURER'S NSTRUCI IONS, CONTRACTOR SHALL PROVIDE (3) COPIES OF ALL CERTIFICATIONS & TEST RESULTS 'To OWNER'S REPRESENTAIIVE Ao\
<br /> OR HIS AGENT, THE BID PROJECT MANAGER,
<br /> .ENSOFR INSTALLATIM TANK SYSTEM TEST METHOD CALIFORNIA ONLY AB--2481 Aili\_
<br /> BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, IHE UNDERGROUND STORAGE 'TANK SHALL BE TESTED AFTER zii�
<br /> CON-FRAC-TOR TO INSTALI At-,[- FILL SUMP, -TURBINE SUMP AND D'SPENSER SUMP SENSORS PER VEEDER ROOT INSTALLATION INSTRUCTIONS, SUMP INSTALLATION USING ONE OF THE FOLLOWING METHODS -TO E)ELVONSTRAIE THAI' THE TANK IS PRODUCT TIGLIT- SEAL:
<br /> SENSORS TO BE INSTALLED IN SUMP HOLDERS MOUNTED TO SIDIE OF SUMP WALLS SEE TANK DETAIL SHEETS FOR LIQUID SENSOR DE FAILS� 1) ENHANCED LEAK DETECTION (ELD) BY I-RACER CORPORATION,
<br /> OvEss/
<br /> TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE' OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE' AND BELOW L.(.")WEST 2) AN INERT GAS PRESSURE 'TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND APPROVED BY -THE BOARD. 91V
<br /> 4
<br /> AND PROBE WIRING DEIAIL.S. "V
<br /> e
<br /> PE._.NETRAFION HITING WITHIN SUMP AREA AT BOTTOM OF SUMP, SEE TANK ELECTRICAL DRAWINGS FOR MONITORING CONDUIT DETAILS AND SENSOR 3) A TESI` METHOD DEEMED EOUIVALENT TO ENHANCED L.EAK DETECTION OR AN INERT GAS PRESSURE TEST BY THE BOARD IN
<br /> REGUI ATIONS ADOPTED PURSUANT TO THE APPLICABLE CHAPTER IN THE CODE, AN UNDERGROUND STORAGE TANK INSTALLED AND -TESTED
<br /> IN ACCORDANCE WIT'H THIS SECTION IS EXEMPT FROM THE REOUIREMENTS OF SECTION 25292,5. HAL Pj/0 BB
<br /> S��E.[,�ELLA.A[_ARM AND ACKNOWL G SWITCH IN, I - LL-Al-ION:
<br /> q7l I
<br /> -TO INSTAL.[-, OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH 'TO BE LOCAFED '10 PROVIDE AN TANK ELECTRICAL SPECIFICATIONS:
<br /> CONTRACTOR
<br /> AS
<br /> TION OF FREE STANDING POIL.E. SEE SITE SPECIFIC WIRING DIAGRAM
<br /> UNOBSFRUCTED VIEW "TO TRUCK DRIVER, PROVIDE BOL.LARD PROFEC
<br /> AND DETAILS FOR MOUNTING REQUIREMENTS. GENERAI
<br /> i�K
<br /> ALL MATERIALS AND WORKMANSHIP WILI k N
<br /> CONFORM FO THE MOST RECENT EDITIONS OF THE NATIONAL ELECTRICAL CODE, \LEA'A., B.LC.S.L, C V
<br /> U�B,C, & NFPA AS REQUIRED BY THE ENGINEER, LOCAL AND STATE CODES AND ORDINANCES, AMERICANS WITH DISABILITIES ACT, E.P.A.,
<br /> AND UTILITY COMPANY REQUIREMENTS.
<br /> c Ak_�
<br /> THE CONTRACTOR WILL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH At
<br /> VEEDER ROO-1- TLS---350 PLUS CONSOLE INSTALLATION: -L. EXISTING CONDITIONS WHICH MAY AFFECT' HIS BID OR
<br /> ...............__......—-__ WORK, NO AI.LOWANCES Wit.,[.. BE MADE AFTER THE BID FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE 10 VERIFY EXISTING
<br /> CONTRACTOR TO INSTALL- "VEEDF-'R ROOF" TANK AND LINE ALARM CONTROL PANEL MODEL #11 S-350 PLUS IN BUIL.DING. INS1AI_L CONDITIONS.
<br /> FIER MANL)FACTURER'S INSTALLA-ILON INSTRUCTIONS, SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION IN FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICTED FROM THE PLANS AND SPECIFICATIONS HEREIN -- AS NOTED OR
<br /> BIJII DING,
<br /> IMPLIED -- NOT LIMITED 'TO WHAT IS SHOWN, T
<br /> CALIFORNIA VARIANT: CONSOL.E 10 BE EQUIPPED WITH ADDITIONAL SENSOR MOIF)ULES TO ADDRESS AB-2481 AND CARB ISD REQUIREMENTS, ALL DRAWINGS ARE SCHEMATIC IN NATURE AND ALL APPURIENANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED
<br /> IN CONTRACTOR'S BID,
<br /> CD
<br /> IF THERE APPEARS -TO BE ANY IFEMS IN CONFLICT WITH IHE DRAWINGS, INCONSISTENCIES WITH DESIGN OR INTENT, OR NEED FOR
<br /> __Mu_Q,[LF.-rE TANK SLAB INS-TALLATION, CLARIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY 10 CLARIFY 'THESE ITEMS PRIOR TO BID IN WRITING WITH -THE ENGINEER. IF
<br /> THE CONTRACTOR FALLS 1-0 CLARIFY ANY QUESTIONS OR INCONSISTENCY, THEY ACCEPT RESPONSIBILITY -TO CORRECT AT THEIR COST ANY
<br /> REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL. CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS, SUCH ITEM SO AS TO MEET INTENT AS DEFINED BY ENGINEER. DEVELOPMENT NFORMA,nM
<br /> UTIUTIES�
<br /> STANDARD: CONTRACTOR TO INSTALL- A MINIMUM 7" REINFORCED CONCRETE SLAB OVER TANKS, FIBEFR REINFORCEMENT TO BE
<br /> ARCO NTI
<br /> USED, PREMIX LJNLFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS 1-0 BE NO LESS THAN 2" AND NO MORE THAN 4 ' CONTRACTOR WILL SUPPLY INFORMATION AS REQUIRED TO AILL SERVING UTILITIES IN A TIMELY MANNEIR TO PROVIDE SERVICE REQUIRED.
<br /> FROM SURFACE REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) #4 RE71BAR, 60" IN LENGTH. PLACE REBAR 6" FROM 3
<br /> SIDES OF BOX. RSG FITTINGS & CONDUM 000 am/pm
<br /> ------__....... FUEL CANOPY W/ 6 MPD's
<br /> UNLESS OTHERWISE NOTED ON TL-IESE DRAWINGS: RGS FITTINGS MUST' BE STEEL COMPRESSION -TYPE'; EACH WITH CODE SIZED COPPER BOND WIRE, MINIMUM CONDUIT I" C, EXCEPT AS
<br /> CONCRETE REGULAR WEIGHT HARD ROCK CONCRETE (150 _BS/CL,J FT) NOTE[). ALL WORK WILL BE IN CONDF.JIT; COMPLETE' D SYSTEM REAMED, AND SWABBED PRIOR -10 CONDUCTOR INSTALL_
<br /> b. CEMENT TYPE 1/11, SULFATE RESISTANT
<br /> T ARE NOT ACCEFTABLE SUPPORTS, No TIE WIRE Wit L BE ALLOWED ON PROJECT, si,rE ADDRESS�
<br /> c, AGGREGATES ASFM C33, (MAXIMUM SIZE-. 3/4 INCHES) ALL CONDUITS TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS 'FIE WIRE, PERFORATED STRAPS, OR OTHER PIPING OR
<br /> d, 28 DAY CONCREHE STRENGTH (f'c)� CONDUI
<br /> 4,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED)
<br /> e. SLUMP CALIFORNIA VARIANT I-FIE I-AST 2 FEET (MINIMUM) OF ALL CONDUITS ITIAT ARE ROUTED TO AND PENETRATE TANK SUMPS, DISPENSER
<br /> �3 -il, '1 4" MAXIMUM AT POINT OF PLACEMENT SUMPS AND VENT TRANSITION SUMPS SFIALL BE PVC COATED [RIGID STEEL GALVANIZED WHERE PENETRATIONS 1*0 THE BRINE FILLED 6009 K EL DORADO STREET
<br /> f, SHRINKAGE 0.05% MAXIMUM
<br /> g, ENTRAINED AIR RANGF- -- 2% TO 4% SUMPS ARE MADE, ROBROY CONDUIT MUST BE USED WITH THE BRAVO PENETRATION FITTING -- NO SUBSTITUTE PERMITTED, @ W,SWAIN RD
<br /> CONCRETE SLAB THICKNESS SHAIL-L BE A MINIMUM OF-_ 7�O INCHES (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) CQNDUCTQRS� STOCKTON,CALIFORNIA
<br /> ...........
<br /> CONCRETE' SHALL- BE NORMAL WEIGHT WITH A MIX OF I : 2 112 - 3 112, WITF-I A MAXIMUM 7 112 GALLONS OF WAFER HEIR SACK, CONDUCTORS TO BE 60OV., COPPER (98% CONDUCTIVITY). BRANCH CIRCUITS -TO HAVE THFIN/FHWN GAS & OIL RESISTANT' INSULATION, FACILITY # TBD
<br /> ADD 1 ,0 TO 1,5 LB STEALTH FIBER REINFORCING PER CU, YD, CON' CRETE.
<br /> c,
<br /> CONDUCTORS WILL BE STRANDED, HYDRAULIC CRIMP ALL CONNECTIONS. (,',ONDIJCI'(.)R INSI-ILATION WILL. BE CONTINUOUSLY COLOR COAfED. ALLIANCE Z&DM:
<br /> REINFORCING STEEL FOR TANK SUMP CAGES SHALL, BE #4 REBAR, ALL GROUNDING/BUII DING CONDUCTORS WILL BE MULTI-CONDUCFOR TYPE (U.L. LABELED -- ROPE STRAND BUILDING WIRE CLASS V) NP/RF D6
<br /> MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7' DAYS AFTER PLACEMENT, BARE OF? INSULATED AS NOTED OR REQUIRED, CH I ECK I E D B I Y: OV____ 8 P RE PM:
<br /> MINIMUM LINE VOLTAGE WIRE SIZE IS #12 AWG (STRANDED) FOR LINE VOL.TAGE WIRING DEVICES -TO BE SPECIFICATION GRADE, DRAWN 13Y� ALLIANCE M
<br /> _FLY MARKED WITH ENGRAVED COVER PLATES, PROICT NO:
<br /> PL.ACE CONCRETE DIRECTLY FROM -TRUCK INTO FORMS, DO NOT PUMF) CONCRETE UNLESS SPECIAL. INSPECTION, IN ACCORDANCE WITH MINIMUM 20 AMPS FOR FREC"EPTACLES, HUBBELL OR ENGINEER APPROVED, ALL SPECIAL- RECEPTACLES AND GROUND FAULT
<br /> CHAPTER 3 OF THE IBC, IS PROVIDED, PROTECTED DEVICES MUST BE PERMANEN -AL-3
<br /> SUBMIT MIX DESIGNS, WITH SFRENGTH AND SI.-IRINKAGE TEST RESUL.Ts, -To OWNER'S ENGINEER AT L.EASI 7 DAYS BEFORE PLACING CONCRETE. FILL RISER GROUNDING, V-1 3.0 17866
<br /> CONSOLIDATE CONCRETE IN P
<br /> LACE USING A MECHANICAL VIBRATOR. 06-10-2016 110
<br /> ALL RISEIRS IN qdE FILL. SUMP SHALL BE. GROUNDED AND BONDED,
<br /> BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT
<br /> MOVEMENT. INSFALA.- 112" x 10'-C" I.-ONG CONIINUOUS COPPER CLAD GROUND ROD IN NATIVE SOIL FOR TANK SYSTEM GROUNDING, PROVIDE TANK AND PIPING
<br /> MATERIALS AND WORKMANSHIP SHALL CONFORM TO A,CJ, 318 (SPECI FICA TIONS OF' THE DESIGN AND PLACEMENT OF CONCRETE), MANHOLE ACCESS TO GROUND ROD AND COPPER GROUND WIRE, SEE DETAILS ON SHEET G,0.7 SCOPE OF WORK
<br /> AND GENERAL NOTES
<br /> ENSURE THAT THE E---STOP DISCONNECTS FHE HOT' AND NEUTRAL WIRES TO THE DISPENSERS (FRP 2 OF 2)
<br /> ENSURE I HAT 11-1 E E STOP DISCONNECTS THE HOT AND NEUTRAI, WIRES TO THE TURBINES _s
<br /> ENSURE THAI' THE TURBINE PUMPS ARE ISOLATED TO AVO ID FEEDBACK VOL TAGE
<br /> ENSURE FF-lAT THE ESFOP 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 /> ENSURE T'HAT EACH DISPENSER HAS ITS OWN DEDICATED CIRCUIT
<br /> ENSURE THAT EACH PUMP HAS ITS OWN DEDICATED CIRCUIT
<br /> ENSURE -THAT THE DISPENSING EQUIPMENT IS GROUNDED PER NEC
<br /> ENSURE Gm0v2m2
<br /> THA f ALL OF THE DISPENSING EQUIPMENT MEETS NEC LOCK OUI/FAG OUT CODES,
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