|
.......... ............____.................__._............................................................................._.......... ............... .............. ......._11-_--..........
<br /> ..............
<br /> ...........1-11-1.11-_......................... ........... -----------1.11,11,111,........-1_1__1___1__1-_-11------------- TANK AND PIPING INSTALLATION SCOPE OF WORK:
<br /> 11 M E I_&_ D E. ------------ ........................... ....... ...... ......... ......-------------- ------- bp
<br /> _L _t
<br /> ____6 1, 1 N G
<br /> ®r 5M.
<br /> ',,,,,FEEL Sld()�NN ON THESE DRAWHICS TO BE MINIMLAvI 10. METAL PRODUCT UNE FITTINGS TO BE MAUINKE RON CUTS MANHOW CROWNS�
<br /> 00 tT!Ei!k!T(!EL-Fl EJR FOR Q,[Q:
<br /> 15U, GALVANIZED, ALI. MALLEAB11 RON FqVN(.;,,,'>' BE BY "ANVIL" (FOR�,,IALL,Y "(,,RINNEI_L") OR EQUAL. SF'ECIFICAIK)NSA�,,; FOLL()'NS: Al, L- MAN I IDLE Oi)ENIN(.",,�S ON THE ANK BE INSTALLED WITH A 1 - 1/2" CROV,/N (I " RISE OVER 12" RUN) OF I)iE C'ONTI_�AC,'I(')R *11 GIL)ARAN-TEE Al L MATERIAL,"]; AND WORKMANSHHA FURNISIIED BY HIM UNDER THS CONTRACTOR FOR A PERIOD OF, TWO
<br /> CONCRETE TD PREVENT WATER ITTITUSION INIT) HHF-'. MANHOL-f.'
<br /> D-11 E ............ THE OWNERT ENGINEER, THE F'ROJECT MANA('_`,EF� Oill L E
<br /> M,L REQUIRF,E) 10 !..';IGN OFF (-,)I\l JFM ON 'THF IANK INS'IAH A T 10 N C[d F_'C K L I S T, YEARS FROM THE DATE OF FINAL ACCEFMNCE OF THE WORK OF 1HIS CONTRACT BY l`II[.,: UhNER AND 'THE ENDNEER AND PROVIDE A BOND TO
<br /> (TEEV ELBOWS) VAUDATE THIS GUARANTEE ANY DEFECTS DEVELAIANG WITHIN THF PERIOD TRACEABLE It MATERALS OR WORKMANSHIP PERFDRMED HERE UNDER, �J,0-1
<br /> CLASS 150/PN 20 ASME B16Z ASTM A-197 ASIM A 153 ASME B.I 20A ASME 3113 PRODUUT IDENTIFICATION MARKINGS: WTI BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOR NOT THE OWNER OR ENGINEER, THE CONTRACTOR WILL ACCEPT AND FULLY ..........
<br /> I-)NDERSFAND I+IIS PRUVISION PRIOR T(D CONTRACI BEING AWARDED, AS No CAM FOR EXTRA COMPENSAT1ON WILL BE ALLOWED FOR CDRRECTION
<br /> MJ, UNIONS CONTRACTOR TO INSTALL f1R(DI)IJCJ I D I NTIFI(_,ATI('.,N FAT,,,; AT' /�l L MANI-101, OPENING PER SITE SPECHIC DEAR. DRAMNG.,,,, (..)F' FALJLTY WORK OR DEFECnVE MATERIALT ANYIIMF� DURING [HE CONSTRUCTION PI`_Ri0(), [HE OWNERS REPRE',;ENT`ATIVE,,; AND T -,' NEER
<br /> CLASS 150/PN 20 ASME 81139 ASTM A-197 ASTM A-153 ASME Bd 201 AGME B103 HI.
<br /> REAN THE RIGH-T TO REQUIRE THE CONTRACTOR TO REMOVE AND RONSTALI ANY EQI,Af`HENT OR MATERIALS NOT F01 I O`A'ING, 1111F. ST-N A DS N.
<br /> PIPE 1) IR
<br /> CLASS I 50/PN 20 ASTM A733 ASIM A-53 ASTM A-153 ASME B1 201 ASME B16.3 CALIFORNIA VARIANT: CONTRA(��101 TO FHICf(EN CONCRETE SLAB AT DISPENSER SUMPS AND TANK FILL AND TURIANE SUMPS SUCH PRESENTED IIEREIN OR UN THE DRAWINGS �'flll,'IOUT CO',�T TO ENGINEI� ......
<br /> STEEL POP[ (F OR E) THAT THE BDTI(.)M 01- C(DNCREIE BELOW IHF'� TOP OF' THE TERMINATION OF THE SE(,',ONDARY CONTAINMEN-1 OF THE ',,,',I,JMIPS FIER CONTRACTOR WILL PROODE PROOF OF PERFORMANCE BOND WITH SHOP DRAWINGS
<br /> 20 N/A ASTM A-53 ASTM A-153 ASME BA 203 ASME 916,3 PROVIDE 3 SETS OF SHOP DRAWINGS & SAMPLE..,,� 1_01`� ALI EQUJ��'IvIENI`, PRIOR TO ORDERING AND IN A _TIMELY 11,�ANNE.,"R (AS DETERMINED BY THF'�
<br /> SCHEDULE 4() (F 0 R E) EN(ANEER) SO NOT TO DEIAY WORK, TO THE ENGNEER FOR APPROVAL (CONDUTT, SW[TwES, CONDUCTORS, ECT.) WHERE SUBSOTUTIONS ARE
<br /> UASOLINE/ALCOHOL COMPATIBLE THREA[) SEA1 ANI TO BE USED ON ALI, THREADED IMPE CONNECOONS, MADF, CONTRACTOR WTI INCLUDE COMPARISON DATA & SAMPITS FOR BOTH THE SUBSTITtITE AND SPECInED ITEMS FOR REFERENCE PURPOSES,
<br /> 4,N)" fd[TAL PIPF' OR FaTING USED FOR PRODUCT, VENT OR VAPOR R1,,�C'C'NERY WI,IIC,I,1 CONTACTS SUL OR BACK FILL MUST BE 100% COVERED WITH CONTRACTOR SHALL COMPLETE ALL IESTING ACCORDIN(,, 10 MANUFAC.'H FOR TANKS AND PIPING AND PER INDUSTRY C(,')N"IR?V`TOR A/11A PROVIF)E LETTER TO ENGINEER CONFIF.'MIN(.", MAL AND TERMINATIONS ARE PROF'ERILYTOROLIFJ) E
<br /> A ID(') MIL COA1IN(., ()F" CON, TAR EPDXY COAT OR 3M WRAP #50 ]"AFE). RECOMMENDED PRACTICE!,", (AFII &: PFI), C()NTRACIOR SHAI 1, C'011" FJE Al I NAR'RAN-lY VALIDATION TESTING AND PROODE DOCUMITNTAION TO LICENSED CONTF%ACTOR. pr
<br /> ,K -11 r) BY
<br /> OWN[,',R'S OR AGENT, IHE BF1 PR(`)JE(`,_I MANAGFR,
<br /> -_)LF) CONTRACTOR MLL PROMDE ACCURATE AND COMPLETE 'IS BUILT" DRA'NINGS TO OWNER AND ENGINEER XT TIME OF OWNER ACCEPTANCE ALL
<br /> _1 121H E5,111�IL, AS BUILT" DRAWIN(;],; TO BE 4 �..;FT:_; OF "BLUELINE�,," OR PHOTO COPY PRNTS 24" X 36" AND TWO SUS (OWNER/ENGNEER) ON MAGNETIC ARCO
<br /> S SCIATE THE PRODUCT' TANKS AND ISPENSERS DURING PRESSURE TESTING OF UNFS IN ORDER TO I"RI,,�VENT DAMAGE. k�P WEST COAST PRODUCTS,LLC
<br /> cTANDARD: CON I TO INSIALL SUMP PENETRATION FRTINGS, F'ENEIRATIONS OF' TI-1E SUMPS TO BE ON A LINE TOWARD THE CENTER OF MEDIA & AUTOCAD 2000 (BY AU1CDE,,,,K) (,'�'OldPA_TII3I E, FNLlJRE R.) DO SO WILL CONSTITUTE FORFEITURE OF MI, PAYMENTS DUE AND HOURLY
<br /> RATES OR $99k0/HOUR/MAN MINIMUM FO ENGINEER PAID BY CCINTRACTOR FOR "A,`,.� 13tJILT" f.,)E,/F:.0 EN_
<br /> HT ',_,;UMP, NOT TO EXCEED MANLYACTURERS RECOMMENDED ANGLE IN ANY DIRECTION, -4) ENSURE THE PROPER NSTALIATION OF NJ, BULKHEAD TIT DESAN, AS',_-,,�EMI,31Y, AND IF!_,;TING OF II,R: PIPING '_,'Y!�T"EM SHALL BE IN CONFORMANCE 1004 THE APFbCABI E SECTION I_ KI T
<br /> AND COMPRESSION FRVNGS AND RESULTANT WATER TGHTNEST AIJ, PIPING, CONDUIT AND GROUNDS ITIAT PINETRK& THE SUMP ADE WALLS MUST OF ANI-133n AMERICAN NATIONQ STANDARD CO[,)E FOR' PRESSURE PIPING, NFPA 30, FLAMMABLE AND COMBUSTIBI E
<br /> Bl',', ED W11H DOUBLE IDED BULKHEAD IN SUMF`S� !1.')l.jMPS BF..' WITI-1 STANDING NA1FR FOR A PERIOD LK',)I,.,llD!3' COE)E, ANIL) AMERK,AN FIEIRC)LEJ IM N!��.;IIJIJIES RECOMMENDEID PRAC110E 1 (31 !-5�
<br /> OF 24 HOURS OR CERTIFIED UING SUMP MANUFACTURERS APPROVED TESTING PROCEDURE TO INSURE TKIAT SUMPS; ARE WATERTIGH1 THE OWNEITS DURIN(,, CONSTRUCTION, BEFORE BACK FIL-1 PIPING, BF !",,;OI__AI'ED FRCA,'I THE 'TANKS AND SUBJE`CTED -TO A PIPE TIGHTNESS TEST,
<br /> IIIE BP PRO,fl"(.',T MANAGER MUST 9GN OFF ON THIS TESTING ON THE TANK INSI"AIJ ATIK)N CHECK Ll,Sf, 0-IIIER fF,,S1ING METHOI:X,� MAY ALSO BE 4,CCEP'TAFflP,.,.. IF-APPROVED BY THE AbIHORITY HAANG JURIADICTON. A CONS TRIJCTION PIFIE 7E,"�T IS
<br /> MANUFACTURER ENTRY BOOT "AVE VARIANT THE MAKE AND MODEL NUMBERS OF THE PIING PENETRYNON FITTINGS SHO�A�N IN 11iE S ARE CONDUCTED AS Fol I
<br /> INTO SUMPS SHAII BE AS SPECIFIED ON THE PLANS'.
<br /> NOT SURECT TO CHATE 31011-1 1`1131,-,�RCAS'f FRP BONDED ENTRY FITTINGS ARE REQUIRED F()R All PIPING I`IENETRATION,,�. CONIDIJIT PENETRAII()N!.,3' A, HIE PRODUC'T PIPIN(", RD IIL!-,'�TFA) All[) AND PRESSURIZED WITH COMPRESSED MR TO 150 PERCENT (DIF THE MAXIMUM SY!`,;TEM
<br /> OPERATING PRESSURE (OR A MININ11,A1 011' 50 POUNDS PER SQUARE INCH GAUGE; MAXIMUM AS RECOMMENDED BY COMPONENT MANUFACTURER)
<br /> FOR NT LAAST 30 MINLaES AND NOT MORE THAN I HOUR,
<br /> CAUFORNIA VARIANT: CONTRACIOR TO INSFA11 SUMP PENEIRRION FaTINGS THxr MEET ITE ADDITONAL CRITERIA REQURRENT FOR CONTINI,JOIJS I"i. Al L PIPING SURFACES INCI (A)ING, VM VE"." I
<br /> -ORII ARE WETTED WITH A SOAP !,",C)LUTION AND INSPECTED F(.,)F�
<br /> JOIIIJT`,�, AND 0 1, 0
<br /> HYDROSIATIC AND VACLIUld MONITOI-_�ING. BUBBLES, le
<br /> C, LEAKn AS INDICATED BY BUBBLE% ARE REPAIRED OR REPLACED, AND THE PIPING RE--TESTED AS NECES.'�ARY,
<br /> D, 'THE INNER PIPE WA[ L S 1�I L BE FOR TIGHTNESS BEFORE CLOSING THE OUTER RPE, THE OUTER PIPE MUST BE TESTED AT A 5
<br /> POUNDS PER SQUARE INCH GAUGE MAXIMUM BEFORE BACKFILINCk CARE SHOULD BE TAKEN TO PREVENT OVER PRESSURIZAPON OF"HE G' ENGIO�
<br /> STANDARD: CONTRACTOR TO NSTAI L "'NA)"NE OVA"IION" ',,,,'FYLE DISPENSERS WITH INIEGRAIED READERS AND INTERCOM SYSTEM AS SHOWN ON NTER96CE IT 6 IMPORANT TAT THE M__,',1RU(.',TiONS BE FOLLOWED, REPEAT BOTH TESTS AFTER BACKFRL.IN(_,',, "LAND AND
<br /> 18215 72ND AVENUE SOUTH
<br /> SF,EC11""IC,� DESIGN [)ETAIL, ',.,.41EETS. DISPEZERS It BE INSfAILLED PL.R MANUFACTURERS INSTAUATION INSTRUCUONS, INSTALIAnONTO IINCWDE WHEN At PIPING 15 INSTAIJAD AND OPERNTIONAI , A HYDRO,",JA�I(_ TEST C)F -1HE" PIPING, AS SPECTIED IN NFPA 321 MAY BE REQUIRED BY
<br /> DISPENSER SLAND! SINGLE WALL DISPENSER CONTAINMENT SUMPS, AND TI-1E INS"TAL.I.-ATION ()F ALL VADES, RGERT PIING CONNECTIONS CODES, KENT, 980,32
<br /> A N1 D A L I PENEIRATRAS INTO THE SUMPS, SEE 1ANK ELECTRICAL DRAWINGS FOR CONDUIT" ANE) WIRING REQI,,)IREMENTS. (425) 251 -6222
<br /> CA1,J)"HON: L,XTREME CARE SHOULD BE EXERC6ED IN CONDUCING F)IF"E TE.,ST, PRESSUITZED PIKYNG IS POTENTALLY DANGEROUS
<br /> NOTE: "VISTA" H-FRAME ASPENSERS NOT TO BE USED FOR NEW BUILD CONSTRUCTION AND ONLY BY P= APPROVN_ OF LACM, BF, r-,:NGIINEER. BECAUSE OF THE POSTBILITY OF VIOLENT RUPRAE. THS TES"r SHOWT BE CONDUCTED WITH MINIUUM EXPOSURE OF PERSONNEL AND WITHOUf
<br /> MOUNG OR DISTURBING THE PINNG BEING TESTEII WHEN 10 TEST IS COMPLETED, THE PIRNG PRESSURE CAN BE REDUCED OR E SE
<br /> DIST"ENSER START (JID; SIAP,"fl' I JP BY MANtJF_A(,1L)RERS REPRESENTATIVE CONTRACTOR TO PURGE UNES WITH 200 GALLONS PER HOSE MTTMUIA COMPLETELY FOR TH[ REMAINDER OF CONSTRUCF1ON. REFER TO 1HE PIF1IN(,3, MANUFACTURER'S RECOMMENDAIONS. NO. DATE REVISION DESCRIPTION
<br /> B 'K TO (�ONTRACrOR 1" 7/7/11 PEHM SUE"iMITIAL
<br /> ANY MR POCKETS OR !TART UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WRING -THAT DESTROYS ELECTRONICS WILL BF BTLED SIATH FIBERCATT SHALL BE IES1I.'_D TO MAW IFACIURER'S EC I F ICAT IONS,
<br /> AC
<br /> VAPOR RECOVER PITING MUST PASS AIJ CARB BLOCKAZE -M5TING RELATIVE 10 TIGHTNES1 PRESSURE DECA)n 3 . '<AGE RATES Q TESTING
<br /> '-Y T 1 3F) PROJECT MANAC,ER TO )F D NA 'E
<br /> IS REQUIRED FOR "ASSISTED" ITAGE 11 SYSTEMS OF INSTALLED), NOTIl -I E
<br /> ARCO BRANDED VARIANT: LASPENSERS INSTALIED WHIHOUT CARD READERS IN DISPENSERS, CnNTRACTOR TO IMTTAU. TWO (2) 00UMI SUED CONTAINMENT SI,JMP TESTING: Z4\
<br /> PAYMENT GLAND CASHIFIRS (PIC UNITY AS SHOWN ON SITE SPECIFIC PLANS. START LIP Re MAN41ACTURERS REPRESESnATNE. START UP PROBLEMS All TANK SUMPS AND UNDER DISP[NSER CONTAINMENT' SHALL BE HYDROSTATICALLY TESTED (LAKE TES`j WITH STANDING WATER 1 Z'E_
<br /> LAJI`,� 10 IMPROPER INSTAUATION OR WIRING IPIAI DE-JROYS ELE(_.,TRONI(.:S WILL, BE BILLED BACK TO THE CONTRACTOR. REFER TO ABOVE THE LEVEL OF HE H;GHE,-�`;T PIPF OR CONIDlJ11 FOR A I"ERIOD OF 24 HOURS AF-TER AL,L WORK IS C�(AAPI_ETEI) 1,0�
<br /> , y DRAA�ING,,,,; FOR ADDMONM,SqF PREP AND CON[)LIT' REQUIREUENTS, INSURE THAT THE SUMPS ARE WATER TIC,41T OR SUMI'l MANUFACTURERV APPROVED TEST PROCEDURE TO INSURE THAT'
<br /> NOPY Z"',A
<br /> SUMPS ARE WATERTIGHT PER UST REGULATIONAh THE OWNER0 ENMNEER NOYN SIGN OFF CM THI(-,,; T-ESTIN(3, ON I-HE TANK IN,TFALLA11ON
<br /> CAUFORNIA VARIAN'T: INSPENSER SUMPS 10 BE DOUB- �_[,'� WALL AND N,'_,,'TAII [",I) Will"I HYDROSTATIC' MONTT()RNG DEACE PER AB-2481 CHECKLIST,
<br /> REQUIREMENTS
<br /> C,ALIFORNIA VARIANT� ALL DOIJBLE. WAI 1, 5HALL BE BRRqE FILED AND INSPECTED FOR UGHTNESS 1HROUGHoLIT THE INSTAI LAT I()N
<br /> PROCESS ONCE SUMPS HAVE BEEN RI I,ED �NITIl F�RINE ZL
<br /> FINAL SYSTEM TESTING:
<br /> CAUFORNIA VARIANT - CONTRACTOR 43 INSTALL ORVIR/PHASE 1 EVR COMPA-TIBLE NOZZLEV SWIVELS AND BREAK AWAY VALVE,,.�, F"ER AFTER COMPLETE INSTALLATION OF THE ENTIRE FUEL SYSTEVA AND ALL PAWING, THE OWNER',", REPRESENTATIVE OR HIS AGENT, THE BP PROJECT
<br /> APPLICABLE CARB EXECUTIVE ORDER VOTH IN SYSTEM DIAGNOSTICS (ED) PER LOCAL A RISDICTIONAL REQUIREMENTS,
<br /> OF
<br /> MANAGE% SHALL. ARRANGE FOR A PRECISION TANK AND LINE TETT TO BE PERFORMED ON THE COMPLETE SYSTEM. SUCCE,'_';,'_-)FUI._ COMPLEI ON
<br /> TH6 TEST WILL BE REQUIRED FOR FINAL APPROVAL THG TEST F�N,",LJRE 1HAT' All NEW -TANK & PIPING SHALL, MEET ALL F_Efm-,'�RAL, STATE,
<br /> & URAL REQUIREMENTS FOR RGHTNESS INTEGRITY, PRIOR "TO 9ORT-UP OF SYSTEM. OPERATTONMIY wor ALL OTHER EQUIPMENT, IN('LLjDNc-,
<br /> IMPACT' (311EAR) VA101% UNK TAK DETECTORS, LEAK DETECTOR AIARMS, AND EMERGENCY SHUTDOWN SWITCHES N ACCORDANCE WITH THE
<br /> MAITHAURWER'S INSTRUCTIONS. CONTRACTOR SHAII PROVIDE (I COPES OF All CERTITICA'TIONS & TEST' RESIL)l TS TO OWNER'S' REFIRESENFA-TIVE
<br /> (DR HIS AGENT, THE BP PROJECT MANAGER, DA JEL RRIA
<br /> TANK SYSTEM TEST METHCM CALIFORNIA ONA AB-2481:
<br /> BEFORE THE UNDERGROUND �,,JORAGE -TANI< IS PILACED INTO USE, UNDFj-�C,,ROLJND STORA(.�,E TANK SHALI BE TESTED AFTER
<br /> I N Al I A-11ON USING ONE OF THE FOLLOWING METHODS To DEMONSTRATE: THA`T THE TANK 6 PROMAn
<br /> 1) ENHANCED LEAK DETECTION (El D) BY TRACER COIRPORATIoN,
<br /> 2) AN INERT GAS PRESSURE TEST THAT HAS SEEN CERTIRED BY A THIRD PARTY ANO APPROVED BY THE BOARD,
<br /> 3) A TEST METHOD DEEMED EQUAIALENT TO ENHANCED LEAK DETECTION OR AN INEWF GAS PRESSURE TEST BY THE BOARD IN
<br /> Ll Jj 3Uma__5�E,N._ QL AN,, L LAT I REMIATIONS ADOPTED PURSUANT TO THE APPUCABLE CHAPTER IN RE CODE AN IMDERGROUND STORAGE TANK INSTALI ED AND
<br /> (",ONIRACTOR -TO INSIA1 I Al I-, FILL 'TI-JRBINE SUMP AND DISPENSER SUMP SENSORS PER VEEDER ROOT INSTAILLATON INSTRUCTIONS. SUMP IN ACCORDANCE WITH THIS SEC,110N EXEMPT FROM THE REOUIREMEN1S (_)[7 252915, ...............
<br /> SENSORS TO BE N�'.')TAI LED IN SUMP HOLDERS MOUNTED TO SUE OF SUMP WALLS SEE TANK DETAIL SHEETS FOR I 101-Al) SEW.".�()R DETAT_!�'��
<br /> IUF�E�INF SIDE ',,'�UMP SENSORS TO BE MOUNTED AT EDE OF TANK WHERE PRODUCT PIENETRXTION INTO SUMP 6 MADE AND BELOW LOWESI,
<br /> PENETRNTTON FTTTNG WITHIN SUMP, AREA AT BOTTOM OF SUMP. SEE TAM< ELECTRICAL DRAWINGS FOR MDNROITNG CONDUIT DETNLS AND SENSOR
<br /> ANI) PROBI_ WIRING, DEIAII
<br /> Q.EKR L
<br /> 0vE1L01.LL..._.__AL. F3_9__AN,D _?KKNaW_U-,"JZ!L�_S MA. MATERIALS AND WORKMANSHIP WTI CONFOIRM TO niE MOST RECENT EDITONS OF THE NATIONA El EC'TRICAL CODE, N,E,T,A,,
<br /> CONTRACTOR TO INSTALL OVERFRIALAR'M (k ACK NOWLEJ)GM ENT AS SHOVOT ALARM AN[) SWIT(,,'H TO BE LOCATED TO PROVIR")E AN ck NFPA REQUIRED BY fl,-IE ENDNEEK _O(',.Al. AND �_,,'TAIE CODES AND ORDNANCE% AMERI(,�,ANS� WITI-I DISABIl__I1lE,'__,' ACT, LF"A"
<br /> UNOBSTRUCTED TEW TO TRUCK DRIVER PROIDE BOLLARD PRO'TEC,�TION OF FREE STANDING POLE. SEE SITE SPECIFIC WHONG DIAGRAM AND UTII ITY COMPANY REQUIREMEN"I'S, C
<br /> AND DETNLS FOR VOLAWRING REQUIREMENTS, C,()NTRACfOR *11 L VISIT THE JOB SITE AND FAMILARVE HIMSELF WITH AL-L FXI�-,;'IING, WHICH MAY AFT-EC1' HIS BID OR
<br /> WORK. NO AL.I.-OWANCES WIL BE MADE AFIR THE BID FOR ETSTING CONDITIONS OR THE CON'T'RACTORS I`?TURE TO VERFY EXISTING
<br /> (,',()N 1)1110 N,,'�.
<br /> FIRNSH AND INSTALL A COMPLETE REMRICAL SYTIM AS DEPICTED FROM THE PLANS AND SPEGFICATIONS HERON - AS NOTED OR
<br /> IMPLIEI) , NOT LIMITED TO WHAT IS SHOWN,
<br /> YEF . ........... .............QP-N-�, QU..........LHALLAn'- K�_
<br /> IN CON'TRACTOR'S ED,
<br /> CONTRACTOR TD INSTAU. "VEEDER RDOT" TANK AND UNE kARM CONTRO1, PANEL MODEL #TLS-350 IN BULDING, INSTALL PER ALL DRAWINGS ARE IN NATUR[,_, AND ALI AP'PURIENANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED ..........
<br /> MANUFACTURER'S IN"'.,;TAL I..-ATION INSTRUC"TI(DINS, SEE ARCHITECTURAL AN[) EI..EC',_TRIC-,',AL DRAWINGS FOR EXAC]" I O(__',ATICN IN BLAI I N G,
<br /> T' THERL APPEARS T() BE ANY IN (,'ONFLIC] hHH THE DRAVONGS, INCONSSTENUES WITH DENGN OR INTENT, OR NEED FOR NEW UNDERGROUND
<br /> CAUFORNIA VARIANT CONSOLE To BE EQUIPPED WIVI ADDITONAL SENSOR MODULES TO ADDRESS AB-2481 AND CARB ISD REQUIREMENTS. CLAIRIFICAl!ON, IT ".; TI---IE CONIRACIOR'S REISPON911LITY TO D_ARFY THESE ITEMS PRIOR TO BID IN WRITING WITH THE ENGINEER. IF STORAGE irANOT SYSTEM M
<br /> NYC VARIANI`� CONSOLE () BE PROGRAMMED FOR l,4ASTER/MASTER ALIF RNAJE START 71-11'. CON'TRA,CT(__)R FAII S "TO CLARIFY ANY QUITSTIONS OR INCONSISTENCY, THEY ACCEPT RESPONSIBAITY TO CORRECI AT 'THEIR COST ANY
<br /> SUCH ITEM SO AS TO MEET INTEIST AS DITIONED BY ENUNEER.
<br /> 111]jd E. MID 2010 BERES
<br /> '(01, R�[-[L-L AN,�. ..........51A.El.,.J.W�TA LLA_ CONTRM..'JOR WILL SUPPLY INFORMATON AS REQUIRED TO ALI SERtNG ATME,`,; IN A 7IMELY MANNER TO PROVIDE SERICE REQUIRED. CALIFORNIA MARKE'r
<br /> REAR TO PROJECT GENERAL SPECIFICATUNS FOR ADDRENAL CONCRETE REQUIREMENTS NOT INDICATED ON THE',.,�E DRA\A/IN(--',S,
<br /> ji. ......
<br /> STANDARD: CONTRACTOR TO INSTALL A MINIMI.JM 7" REINFORCIE'D CONCRETE SLAB OVER TANKS, FIBER '10 BE 11N.L5-k...f,0NDU
<br /> USEII PREMN UNIFORM& THROUGHOUT CONC�RETE- REINFORCEMI,,��N_T TC) BE NO LESS TFIAN 2" AND NO MORI`,` THAN 4" RGS FqTNGS MUTT BE !710, CDMPRES30N TYPE; EACH WITH CODE SIZED COPPER BOND ERE MINIMUM CONDI..)IT 'I" C. EXCEPT A!-.; VALPICO ROAD
<br /> FRCA4 SURFACE REINFORCE CONCRETE SLAB AROUND MANHOLES VdTH (4) #4 REBAR, 60- IN I ENGTH, PLACI`.'," REE,3AR 6" FJ`�OM NUTD. AU.WORK WTI BE IN CONDIJI-l"; COMPLETED SYSTEM REAJIED, AND SWABBED PRIOR TO CONDUCTOR NSTAU-.
<br /> (Dl` BOX� East of Tr acy Blvd
<br /> TRACY� CALIFORNIA
<br /> (,)TlIER'VVI,',�,E N(YTED CN THE�,`:�E ERAWIN(',,��,�: ALL CGNCRAT!_'� 10 RE CONCEALED EXCEPT 10 SURFACE MOUNTED PANELS A WIRE, PERFORATED ,.,,TRAPS, OR OTHER PIPING )R
<br /> CONDUIT ARE NOT ACCEPTABLE SUPPORTS. NO fIF 'AIRI, Wil I BE ALLOWED ON PROJECT.
<br /> C 0 N(::,,R E I E' REGULAR WEICHIT HARD ROJA CONCRETE (150 LOS/CU F`T)
<br /> L)- CEMENT' TYPE 1/11, 'SIJI PAT E R E i�.3 TA N I' CALIFORNIA VARIANT - ISE LAST 2 IMITT (IWNINU�A) OF ALI- CONDL)ITS TiIA1 ARE ROU71D TC) AND PENETRAIE TANK SI)MIDS, DISPENSER FACILITY No., 'T�B.D,
<br /> V AGGREGATES ASTM C-3 (MAXIMt,.)M 3/4 INCHE_,) S't
<br /> AND VENT I-RANSI'TION SI J U P!: A ...............
<br /> ) sl I I. I. F'�F PVC (-',()ATE,D STEEL (3ALVANIZED WHERE PENET141ONS To to BRINE FlUED DESIG NED 5Y: OV AUJANCE Z&DM: ...............
<br /> d. 2,`3 [.'-)A')" CONCRETE STRENGIH (0): SUMPS ARF MADE ROBROY CONDUH MUST RF USED WITH THE BRAVO PENFTRAHON FaTING , NO
<br /> 4,()0 0 1 - LA B (DE!'.;K',N BAS-�ED CN 2,000 F`!31 NO INSPECTIC)IN I'RE0I,JIlREI,)) 6
<br /> L t_i m P 3" 1- 1 1" MAXIMUM AT' POINT OF' f,"LACF.�MENT DBG, i1P F�Erm: (6
<br /> -I I R I N 1,,,A(,,E 0,()t'5% MAXIMI.JM DRAWN BY: ALUAN I C.E PM� 7
<br /> ov
<br /> ...............
<br /> V
<br /> RAI N EF) AIR RANGE -, 2% TO CONDUCTORS TO BE 6000 COPPER (98%,, L",ONDUCTIVITY1 BRANCH CRCUIT, -10 HAVE THHN/FHWN GAS & Oil R E S I S;TA,N T N A- N, -g.o PROECT NO�
<br /> CONCRETE SLAB TIMCKNESS SHALL BE A MINIMLA4 OF TO INCHES (UNLESS OTHERWISE NOTED ON THESE DRAIdNGS) CONDUCTORS WILL BE STRANDEIT HYDRAU1 IC (,'�RIMIF` ALL CONNECTION& CONDUCTOR INSUIATION WIl I BE
<br /> Cc NTI N U 0 U S LY COLOR COATED. IME #14624
<br /> AILL GROUMDING/BL,�I[ DINC.,, CONDUCTORS WILL Bl_`� Mlt)[I] -,C(_)NDUCT(.`,,R TYF�E (Ul, I.ABELED
<br /> CONCRETE SHALL BE NORMAL VVEIC�IHT` Will-i A MIX OF 1 : 2 1/2 3 1/2, WITH A MAXIMUM 7 1/2 GALLONS OF WATER PER SACK, - ROPE� SIRAND BUILDING WIRE (_',I A,;S 'M
<br /> A[A) 1�0 TO 1,5 A STEAL114 FIBER REINFORCING PER CLA YD, CONCRETE, BARE OR INSULATED AS NOTED OR REOURED, DRAWNG, ...........
<br /> VINlI,d1JM LINE VOLTAGE WIRI,_ SIZE IS #12 AWG (STRANDED) FOR LINE VOLT,�,,,GE WIMING DEACES TO BE SPEOFICATION GRADE, TANK AND PIPING
<br /> REINFORDING STEEI FOR TANK SUMP CAGES SHALIK BE #4 RESAR, MIN11,11,PJ 20 AMP,.",; FOR R[,:CEPFACI_LL,,, III BBI_-,] L OR ENGINEER APPROVED, ALL RErEPTACLI..,�_,, AND GIRCAD FAULT SCOPE OF WORK
<br /> MAINIAIN (1,ONCRETI: IN A ('�ONDIHION FOR AT' I EAST 7 DAY',,,, AFTER FILA(_,EMEN T, PROTECTED DEVICES MUST BE PF,�RMANENTLY `,1ARKED 'hif-H ENGRA\,ED CoVEF� AND GENERAL 140TES
<br /> P1 A(-,:F (,.,0N(,;REIE DIRL_,C�fl Y FROM 1-F�OJ(,1< INTO FORMS. DO NUT PUMP CONCRETE UNLESS SPECIAL INSP1,.`.,C.TION, IN ACC',OR1)AN(..'1E WITH Ej,L,.L__FRI SEjj_..Qj�0Q 12IN3,
<br /> TRIP 2 OF 2)
<br /> CIPAPTER 3 OF IHE PROVIDE,-ID, ALL RISERS IN THE FILL SUMP '-SHAI-I, BE GROUNDED AND BONDF.,'rl
<br /> PAID% '311.-�
<br /> 3MIT, MIX DE!SIGNS, WITH STRENGTH AND SHRINKA(],E TE�,`,;F RESULTS, TD OWNEWS ENGINEER AT IYAST 7 DAYS Pl,,.A(-',',ING (��()NC',RETE, INSDIL 1/2" x 11-0" LONG CO10NUOUS COPPER CLAD GROUND ROD IN NATIVE SUL FOR TANK SYSTFM Gf_,'OUNPING,, PROVIDE-,� HIS SECTION OF "SCOPE OF WORK" DRAWINGS IS USED TO (:�OMMIjNICATE DESIGN INTEWT AND C()VER!--.'� R'E.01,111',FMENTS JSF ) N Au.-
<br /> N!,�,0 1 1 L)A I E' C,0 N C R'1: ll-,, IN PI A(,,'E ISING A Mi.,',CHANICAL VIBRA'TOR, MANHOLE A(.,(-'.ESS TO GROUND ROD AND COPPER GROUND tRE, SEE DETAIIA ON SHEET G1,7 I F I
<br /> MARKET EXAMPLES. IT 6 THE RESPONSIRLITY OF THE DE!",IGN ENGINEER TO EDITFHESE DRAWINGS TO THE SUE SPECIFIC REQUIREMENT";
<br /> 1.31--_1 (-)RL F)LACIN(,,� (,�()NC[,�IUE�, ,-_,',EUU1RE REINFCARUNG STEEk ANCHOR BOLTZ DOWEL!,S, AND ON IER NSERT�S IN PO )HK)N TO PREVENT FORTHE PROJECT,
<br /> MOVEMENT,
<br /> MAIERIALS AND WO R K MAN!,,,, 1 IF' SHAI L CONFC.)RM 70 A,C,I, 319 (SPECIFICATIONS OF' THE DESIGN AND I,,'1LACEMF-NT OT C(DNCRETE).
<br /> Gm0v2v2 C)
<br /> ...................... ...... .................
<br /> ............................
<br />
|