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<br /> PERFORMANCE SPECIFICATION - CONTINUED.--
<br /> E
<br /> SECTION IV TANK 1NSI'AILATION- CONTINUED
<br /> TE V coNcRETE - cONTINUED SL._EON VI PIPING E[¢���
<br /> 7-SEVEN,DNC.
<br /> GTrrPuce cEJreR
<br /> E69t 2'AU X.Hd�7.IL
<br /> PART I --GENRM nALA9,TE 76zn4 fl
<br /> gKgCUT10A E�L.eae1
<br /> PART 3-INSFAUATION -CONTINUED
<br /> 1.1 SCOPE,THIS S6CTTON COMERS HIN FIIDRL4INNG Or If1 RESTS,RA7EIIH$LETTUCES,HDgtaPAIER AHD RELATED APPJUANCES RDQDNIEI IN
<br /> LE OONT UL-ESTABLISH AND MAINTAIN IDIES AND GRAM FOR COHERED I=BY law Or TIDE AND GROH eTAm AND,SCREIIS CONRURCTON TIM OR INCMDM TO A COYPIMTE P€UMHKO SM=FORA GESTION INSA 417
<br /> 36 PLUGS ALL UNUSED PLUGS FATA71.HE 1®IOVES.APPLY COMPATDLE NON-BARINKING PIPS SEALANT 1U 1NLEwl1.1308�PG 11IAEIDS.PERYAHENT METALTACONFORM TO EIA1%IENR4 AND DnamN3 OP COHCFMYEIDKRa ORLCE AND SEGIHE 70 iRR3YlKT1 1'IdL7NG OP
<br /> PLUGS SHALL RD INSTDL30 A4 111 1wI13KD OP1GwVC3. eACE.AESBMwE NIW9 iN SiiCll A YAlRIEI YO FACILITATE Tll}ER I+EV[OYAL lRROUT DARAGE TO CAETNTE FOAMS SHA.BEw OR ILKAR NEfPART 2 -PRODUCES
<br /> 38 THE PJACS LN TATA OPININC3IIQCEU THE PO HE US®EAfL R4Y HE QYEL 71CHlP1R%D A9 7TBS MAY CAULS TNS UU$ . TES PLUG. CFB[E AN9 MALJTAIJ T11ER SHAPES AND l'DSRIORR LARK FORIM SUFFILTWhTLY HCR!Alm SURSTAHTAll,Y PNEVETHUIC,ING ORCARS SIAL•HE TdKEJ ROT TO CROSS TRHEIO OR DARAGH T#NB XON-116TAL]C HUSIOXCS 13ffiN RNTLVGJTG PLUGS OR CIL5TAUING INKQIIwSH TANKDRI6N;LT84N,SMOOTH ARB TRH01T INDELATJON3OR HEm3 DI3PAIL 3fINYEI,MANRwES,CAP$BIN®Alm POEM w PROPER IUC87[ONS dN0PO'wC. GMTa E.SAN3ON JOINTSKLIA€L COX9L4T OF FIVER snm ImAlm WITH P dT NIRVATION3OFFIRRAODCONCBSiBHBATLYFEBERDGUEROP059D CONCIREYK ALONG JOGTB WTI A 31ICRTLY ROLIHDED®CLEC TON. PRODUCT PRING:PROn1RT PD'IN4ALD FITIwG9 SMALL BH TiOUDE WAIL TwEEQLS'3 P]P]NO AS MANNFACTUII®SY A.O.SYRL
<br /> 37 THT BDIE OMAWTO:MOM GROUND YIiEI ffi PIIL9E7Tw TAINSRTCIVATOF3,7-PNLY%HL9 LOCAL CORSIIWCTION ERGIi®t MUST RR NOIIITES. 9.3 RRCIRORMIANI`.MON Alm UWAIL ALL REINFORCING ELBE.RRUCATE➢ON DRATING METAL IEROECEYEIJ7 IT THE III®CONCRETE D 17ACR6.SHALL BHMWM
<br /> 34.1 TEL PoIRP:7A4ILR ffi1DL eA%tINT AT UNWTrT 9099®1E PONT BY f�L POINT SY3I�II31 AND PROPhW,Y 5�TATTLE)• VEIN FROM COATIHC9 Wffipl 7Rd B6TRDY OR MUCK THE BOND.METAL RSIx'10+RI�LT SHALL ffi SfORSO 90 A3 TO PMM P IMO FOR A MHmIUM 25.1 ORL�DA PIPE FMIXC3wC.SOMPIJiL4HiS PDR DLgPRi5®i3 SNAIL 88 CTBlI�SD AS TO PROTIDE AOCPSS TO d11 PRIMARY
<br /> Alio y
<br /> OF 48 HOURS PRIOR TO PHdmom ALL Rawwrom IKNT m UK FABRICATED ASN PLACED IN AIN MACES SRN STANDARDS OP ACL 8 TAL
<br /> DIA 22 VENT �:PIPING SBD€ffi F78ERGIA98 PIPE.VENT I.Uw B�L9 SRd1L HE GALVANIZED PIPE.AND E%iEID 4'ABOVE ANACERT £
<br /> RLINFORmm SIODL ffi ACCURATELY PLACED AND ADEQUATELY SNUM POSITION.3PLC3S IN AD1AC'ER HAPS>$tEll. ffi NETTED 96 BAEILRE9s AT
<br /> 37.E ANCHORS:DEAD MAN A2 PER TARE MARUFA""'MIM DIE WaNDATN UCL PLACE 8'TO CENTER OF BEAD MAR MR S•INE TANN(9)A B'1U I:LJYER OF SIBULTURR NIN 12•-0'AWTE rB03HBQ GRADE.YET LINA RLIEPS SH.HL NOT HE w3AUED ON HUDDING DIIESs APPILOVEO w WmiIIIG.
<br /> BEAR YEN FOR TO D41.TAKE{s)ILASIIAEI EL 5
<br /> TNOM VERTICAL tROE By TANK(S)AS DENOTED ON DRAMwG3 ODENL'R9 AHD SPUCM,AS MULLER,
<br /> a7.3 TIE➢OWNS:SCIPPLAO HT WINE IUNBFAWUAEi. MR
<br /> 9.4 77IIUIG AND TlUN�01OT1UC CDRC Jd CONCItLYE SAIL HX READY MSO AXIL SHAT€1�4 RRQIm�lE11S OP ASTM C-8!FOR YOUNG AND pE1YERY.
<br /> iTwND A DUPLICATE TRANSPORTING
<br /> RTING RY LE"Et O FACT TRW ILE to Olim LOCAL LL MW CROH O}i1GE WRKNT 1 •TICKETS 9Af1 3PgCOY 23 StAGB N VAPOR RECOVER PNPINC:PIPING SHALL HE FIUELCIAES{ItED THREAD a).PIPING WOOLLY SIDPd]/B'PER FOOT Ma1NUU1M
<br /> DIHV
<br /> ICKETS
<br /> ala TAKE-UP FLHURE.TO REMOVE CADRE SUM UlIM THE TAKE-UP P 1701 PER TANS 31ApUF6CTp"S SPDC4TCA1faN. STEMM ELDVP,AGGREGATE SIffi,AIN RNTRAINMRRf(if ANY)
<br /> AND RRAND Or CENT.NOTE AMOUNT OF NAM ADGRK AT JOB. DISPERSER 90M TO 7ANK, l
<br /> 2.4 BIER VII:ANL YAYFItUL SHAH.COMPLY TIFIi SP%CIRIICA4EN9 FOR APPROVED YA4EOAL AND AS PRK MAHUPdCTURRK'S SPECIFICATIONS-
<br /> 3.V,5 SW PLACEMENT:AS PER YANK MIMMACITAIR3 SPEC@[CAT102a 3b PLACIXC CONLTRLTR
<br /> 3.7.8 lN1ATaLG:
<br /> COVER
<br /> ALL
<br /> NON-CIL9ANi®MAHDIARN 7HH ITL)(E)COA19 OF ASPHALT HIPRECaCATED WIPE.WAiffiHOOFING PRIOR TO PIACDfANP BP 361 HOIIIJCAUON:THE COHTRACEOR SHAH.NOITPY THE.O Affii9]ECAC COlISCHULTION OPPIC6 A4 IEAS4 48 HOURS RFPORH PLACING ANY COHQt6T&TH%
<br /> CwRBAC[OB EIAII•NOTDY AIL TilA0E3 AYPKC[®By CONCRETE PtACRME+T AT IE4SP 24 HD1M3 DNFOHE PIECING dXY CONCRETE IN ORO%II WHEY TLA➢® PART 3 -IIiSTAIlAT10N
<br /> HkonL _ AFFP.LTES RAY IISTAIL atQUwE1 ULOCKwG.SLEEVED,POCKETS,EJC.
<br /> SU LIFTING:"Am SHALL BE IF=ONLY AS PER YANUPACPUm RECOMIDI�0ONSS,EW�G�LIFUG��.LUGS S�RE�FOR THU OF NOT BE 9b2 1'PA€8t.710H:PROTECT ALL 70R%OF OtJlEt IMES As REQUIRED. 3.L ALL PRODUCT PIPING AND SPRCLALT�SHALL,RE 1NSrALLER IN SU ELT ACCONDANCR IHTM THE MANIIPACHJItBR'S w3DI110EEOJIB AND STATE AND
<br /> SHOULD,DROPPED OR LRAM D TRE.DRUNK ROR MIS IP INSTALLATION MAIL HE Raw AND TANK NAMICTURPH•3
<br /> RVORLOCAL,CDOES.
<br /> }ALIT ffi SUMP®.D1ohla IED FOR
<br /> E MISHANDLED OF
<br /> RAYL
<br /> REPRE.TEHTATlYB DD®AUI,Y IXRNTACE®POB IiF)L�STAICAIION Or TAIUCT.COXPAGS LOCAL CONSrRUCPION 0}flC%OR SRE MANAGIQN IGE%6AlELY UPON 36.9 MINIMUM OONC1167L COVER OVER NIUNPORCEER EIA16 COMM TO AIR THOROUGHLY WET POW An DAMPEN RAND CUSHIDNS BEFORE 318.
<br /> CONCRETE.FIACwfr PLACE EEL CONCRETE w AOCOR➢ANCE TIYLf A 32 T7l$BRAlI1SC3 AIIX DIACFAId►TIC AND THE FINAL ARRANCE®7t OT 4ffi WORK SLUT,SV[i TKO➢17DNDIfON3,THE CRARAL7EHSQC9 OF THE
<br /> NOTICE OF WERTOLAILE HANDLING OF WAGES OR NOTABLE BARADA 7HE'TO SPACE.TAW AND_
<br /> _ NALKDEPOSITHE PROVIDED AND MA1NTAW FOR 79 PROPER OPEATLON,MUNTEfAHCE,SERVICE AND MAIN OP THE TOW' �
<br /> BOftOU OF 7ARK[C�9U WEEN EVENLY ONCE TAM An UPPORILU AROUND CAREFULLYBIB6 A FILL ENTIRE SNAIL COAT10 J,HAND TIN ROITOMOQRINARIFIi WwTB EISmIATIXG 4 F103STON PLACED CONCRETE TO COMPACT THOROUGIN,Y EDmIA7K VOW DG M NUL ALLOW I=PALL OFF CONCRETE TO EXC®DY-E:NAMIOAILY VIBRATE RAYE18AOE 03X0,AXIL TNR wSTROC[FONS DP TRE.NDNSYRUCaON MANAGE]. or W RAllK➢1MORE 57 IN 7JI$PTLD.AGNS ANO � ��
<br /> BACK FILL UK PAW5.3 LOCATE.DERGY AND MARK SII4TwC IRmBRGlC00Im UTIUTES w THE AREA OP TnAK MORE STARTING NARINTDICE OPERATIONS,GI TTm1�
<br /> ANY V07➢S w FILL AT TSE POQIt9.DO HOT DROP HACK PUL FROM HIGH DISTANCE ONTO TAal6R.TAMP AS REQUwE1 TO ADHEFE ACCEPTABLE DETECT. 3,a Facmm(G WHOM ARE TO RUM IN PUGS PROVIDE ADEQUATE 17HANJ3 OF PROTSOT79N DURING&VRtiNIORE PROCCPDURC7. �w r,V�
<br /> 3.10 RALAslwa:G'L7RDUNTi MATER]9 PRESENT.TAWS SHALL BA ram IDH RIEIAS7(TATER)TO AVOm SEMI;MOYEYE7P.COST OF WATER AND C�
<br /> H
<br /> SUM El
<br /> DIRECTIONS.SCREED AND FIDA4 COECREX FaSEiLCB TPR[ST&UC1R BDGI;s TO DRAG SIIAFACL TO REQUIRED F(ESH�LEVE.1f06D MAT CONCRETE LOImL 9.4 SHOULD IwCHART®Hp wCOHFiELT1,Y❑IDTTEO PfPINH OR OlSwli Una HE E.6 ENIOUIRRK®DURING E[fAYI'GON,COligUli THE CON �ES III SATMACtORY COHINTION' �O P.]tEM0YA1 SHAM.tlE CONRAC[OR COST.11D NOY DNSTDF, SDUYNRCwRE PUMPS w TIM PIIS➢TIIII lITEL tl0 HOT HAUAST YANKS AD04E LL LOP 38.1 DIRE IONS. A SiR}B,eYEN SUArALS W1III ROOCOIRHE ACGfAOA YJffiBFfE.AFNTB SOAPACB Y01.4TUHE HAS nSAPP%AIrBOhT3€%EL FROM SMACK TOA MAIiAOOR 1MM®lA7E,Y Sap DaaBIRIONS AS TO PRH,•®l1RR.ttweEJALre WTU THE OlHEt d1D PORIIC dN0 PRIMATE iJTILPY COYPAN�IN
<br /> HdCIGI11E.
<br /> 3f1 PROIECrm:CONTRACTOR SRu HE�'ONSIB E FOR MI DO O AORQUATR PROTE.TEON FOR TDIX E[CAYATTON PROM n RRACE WATERS VM ODE, S31UO1N,lTEI lHN6JT.Y'ffi8 TROY B SWA AHD Tq%Ij MAI®. To'TAOIE]JIO.UR119H 9UBPdCE OF COxCIN1E WITH BRI4ITE 1MNOOM 1'0 H6SOLT w A 3.6 VERTICAL NSBKTKKRW 71M R P 9VANKS FOR AIL FILL PWS,VAPOR IOGGY%RY ADAPTERS AND AUTO GAUGING ADAPTATIONS>mA1d RE A 4'1N6lILTEI 1'lf'& �
<br /> BSRIM,UR OTREI MEAM PENDING COMPLETION OF INSTAUATON.EYCA4lT10N EAU.HE RAID®AT ALL TIM RID UGRED HARECADC7 UNTIL M®30M,GNHm NL9w1P TRE7UH®Sm8AL8 SMOHR CkOSSYLSH YO 1LRCLA.
<br /> SEEM,O ON fs COYPISIK.WATER SHALL NOT HR ALLOWED TO ACGNMOLVAE w EXCAVATION'OE-WATER AS SEQUINED 70 IMIAffi EKCAVAUON AS DRY 13 9,7 CORING:UIMOST CAME MU RE YAW TCN ACCM A UNBORN,PROTUCDYB CORE FOR ALL SAES.TLD NOT USK CALDUM CHLORIDE.CUEING M%THODS SIML S.B DO N67 INTERRUPT iD6TGC UMITTER SERVDIG FACDLITES DOCUPDO ARD Om BF THE am OR ETHERS,VICET WHEN PIRDUFIHD w WRITING
<br /> p�E Ad
<br /> OONPORM TO AUL STANDARD 803-99 AND AD STANDARD 300-08, BY NNE CONSTRUCTION UMBER,AND THE ONLY AF(LU 1CCHPTAILLE TERRPORANY WRJFA SEIPN:K HAS�PBUYID%L7. H
<br /> SV TRRNNiIN F%CAYAROJi3 FOR SHE
<br /> 37.1 ALL UT GUM EWE TO HR 1/4'TO S/B'AND dNK TO BE FILLED WIM LIMAN NR-ROD TESTATE IRFSaTANT REALM.ALL CDNMOL JOINTS AND 8.7 CURVET WATER REMOVE FROM KKCAVATOHR AND RM TAM TO ODIECAwG OR RUR-W AREA.BO HUT Uw ��
<br /> CONSTROCOON JUDOS ARK TO HE W FILLED WITH URMAN NR-300 WIM RESISTANT SEALANT. UTaM AS TEMPORARY MAURICE DRCIDS,MOVE ALL VML,=HIS AND FOREIGN MEU PROM MM PRIOR TO PLACING P1P1XG Wp
<br /> S
<br /> A
<br /> YO S
<br /> CONCRETE.R
<br /> DDY CO
<br /> OF NO
<br /> 9D mommomRMS Y' KI10➢6 NORMS umRETE.HAS ATTER®511PPT(iBR STIiEJGTR ILPPORT NY CUPE.IBiINOM LOADK
<br /> 9.0 PATCHIDiG:NO PATCHING SHALL OCCUR UNaL AP[4tO7E1 BY OTHER. Wo AVL MEANT,VAPOR RECOVERY AND TER'M`SHALL MBPE UP FROM TIM'A 1@f11RIY OF 1'a B'{1/0'/m ROTI NO MAG DR IINAP3. n�i V)
<br /> SECTION V CONCRETE
<br /> WoMALL BE IN TEMPER M A MCDfUTL UP 8'Or BACK FNL MATEUAL ON ALL Em HORIZONTAL Affil 4ECRCAL
<br /> 310 TEMPERATUm 3Y SOMME PUMP,FNL PIPE,AUTO allGOiG DAMNS AND VAPOR RMERY ADAPTER SHALL BE EDCATFIR AY TANK OPENINGS AS SHOWN ON
<br /> 351.1 COLD WAATH%R THEN YA11R DALLY TEL'SBATURE OF THE ATMORMEw IS USES THAN 40 DEGREE FAHRENHEIT,MAINTAIN TRYPERLTORK OF COHERES DRATmea
<br /> PART 1 -GENERAL H9NW 80 AND 70 DEGREES FARM=FOR MOWN OP Y2 HOURS. 9.10 FBI In SHALL RATE BYRN SPILL CORTAINiGIRR SYSTEM INSTALLED AS SHOWN ON DRAWINGS,
<br /> 9102 HOT ni mIC MARK ANRINSENNwNTS FOR UWAUATION Or TINOKRFAR.E,SWING.FOG SPSAY9PIUaUIIIO,POtDOO OR WET COVER LEG IN AUFAXLS OF FILL PH SHALL HILIK SURREARFILL PIPE AID ITHERED
<br /> 1.1
<br /> LOOPS:TITLE SECTNN COVERS THE HIRICL9MiG OF AL.Id80R,MI7EDAL4,SEIHCEN,EQUIPMENT AND APPUANCES REQUIRED IN CUNDINCUGH To OR PEACE ERT.TARE SUCH PROTECTIVE RHAPUR®AS QUICKLY AS CONCRETE RLNUE MG AND RIlffiINMG OPERATIONS WRL AUDI. 31l RUN MOT in BETDTmi 6(+�-�OP THE P OF VAPOR RECOVERY
<br /> �S�HE CUT TO 7H8 PROM ILNCEN SO TAT
<br /> PROPERLY INREISNTAL TO CONCRETE. 3.11 TESTTIIG:CONCRETE TESTS BHfdU.)a<OR➢EHEO AT THE n15C1A4[ON OF THE UR®RLS CONSTRUCTION ILMOHM THE OWNER SHILL PAY POS ALL CONafflfg
<br /> . TEMG.COMPACTION TESTS SHILL BR llwBm 89 FOR TO PfAcom OF ANY CONCRETE ON GRADE.CONTRACT RRDi s ENGINEERING SERVICES FOR ,Al2 04ERPRL PRIsI'ErTON DEVICES M=RE IJCSTAIL%0 AS SHOWN w➢AAWaNES.
<br /> CaMP1CTTON TESTING l3sla TESTS WILL BD PAID FOR BY CMBFL 313 R Klim L'mIP SHEAR YALVES SHALL HE A'STwED ON THE PRODUCT LINES UNDER EACH Damm AND SECURED TO THE BPSTE m BOK. 2008
<br /> THESE VALVES MUST RE SWAIM WITH THE SHEAR KEOGH MM AT THE YUP HP THIN DwWLEE SUMP.A3 DENOTED OR PIAK
<br /> PART 2 -PRODUCTS 312 THU[NI33:
<br /> 2.1 DAB Ova TAM E€MUMHE 8'CONCBKTE STAB WITH AS RENFORCONG BARS A4 1E'O.D.C.EAEACHTAY ON 6'9A➢wES.{DIdISI). 344 TESTE All POPISH i pOYPFELS AND PRIOR TO BACK FILLING,All.PDwG wCFA➢ING VENT UM MALL Re I90IdlEI FROM THE TANK AHD
<br /> 81
<br /> D 2l RATKRLIA; An PER MAHUPdCTORB93 7'F'[Li XG wSt8110EEmNa
<br /> 2Ll VONT KHXAHmCG AGAxT:ASTM C280-00-4.'PimTKK']ANUFdCN1i8D Hi FROM RmUSRO1•ti INN APP80YE0 EQUAL 3122 CANOPY SIM BAIL RE S'CONCRETE.REINFORCEMENT SM RR j3$AT IB'O.C.EACH MAY.RERD'Onm=.SHALL HE ON S'SADDLER,(�). 3.16 U SURVERGED.PUMP RMR IS TO UA'LNG REHED,THE PROPER 4'THIN WAIL RIM AS PNODU�BY MANUFACTURER SHALL BE UM.
<br /> 2.1.2 PORTLAND CO®R:CONFORM 70 A3TY C-160 TYPE C TAPE.II mmiz MATER 3w m RUIFATM ARE pmom. 3JS CANOPY YODT G3:CANOPY FOOTINGS SHALL B8]JISYAIIED BY G10CEAL GA905D{6 C9xTRICI01t A9 PRL SHOP DRATwC9 SUPPLIED UV THE CCNfOPY COYPAtNY. 338 ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL 19 AS SHOWN ON RQUIPMENT USC.REM TO€IST Or YATEOAlB STAPPLSD BY OWNS'
<br /> AUL MATERAM SRU BE EQUAL TO OR MM YUAN SPECRF®ESETHESE IN TIM SECTION.
<br /> 21.5 ACCRIIGATBS•COxPORM TO L6T1C C-9S.
<br /> 914 PROTECTION OP ALL CONCRETE.SURPAm R IN THE R89PON9DIET OF TUE CRMwL CONTRACTOR TO PEOTSCT ALL CONCRETE SURFACE!AGAINST MY 2.17 OBHERYAUDR WETS 7F®1 fiBQUINEO SNAIL UK w3TDr�.7EL5 ARE.40 ffi POSIflONHD w EECSYATTOY HwE PEON IL ICE IVIONDIUM C Rama
<br /> BELOW
<br /> 21.4 7AYEL 3RAIL INE CIPAN AND POTdaHE VERTICAL INTEND BACK FILL OPERATION&DMOR OF
<br /> DIMACE THAISOM 1 MIAHG EXCESSIVE LOADING,SLUMG.GRACimm.STAGING,PART HEIATIPIL9,BTC TUE OTNEL SQ'EGTB RKPFFOR CONCRETE ��OM P�EXCASUPPORTED VATION N pff.P OF PWK TO THIBMTS 31212'DUMEM OBSEVATI�ONPPOI RLOPTED)SAMPRE WELL MATBNAL.SHALL
<br /> SURFICP3 TO BR CLEAN AND OP U NPORM COLOR AND TS M AT OWLISBNN Or TRA PROJECT.RLRIACE ANY CONCIM GARAGE DiIRO1G COFN3TRULTIOIN. R6 FURNISHED BY CONTRACTOR-LOCKING CAPS AND EKY®AL KE TDCKS PROVIDED To T-SEVEN,IMP-REPRERELTd71YE.
<br /> 21.6 SAND:CONFORM TO AM C444.
<br /> 91fi GRADE COH7wNz€ftdHIJEL AND MAINTAIN MDI®ARIL CHIDES FOR COHERED FIFY3. S.lB EAm?,4:TEND NTPd 90 FTAMMAHIE AND COMROST®L8 LIQUIDS CODE.k 1NPPd 90A AUIIH[ORRE ALO}IUdR1HIR 9RKY1Cd STA710R COOK. E
<br /> 21.8 BY
<br /> STEEL FZMRCINM CONFORM TO ISBN A-016,GRADE 80(ETCEPT IHEw NOTED OTHER WISE}TIED STRERGTH 80.000 FDI- FENCE MADE A PART OF THE SPECLMMm.um CORK Bill DICTATE MU BM lou TAM SrMARD3 CODE SHAIL RE AMEW LN
<br /> al.? ACC�EORwS INLLUDwC RAR 30PPORT9,CHAIN
<br /> 5PAL75,EEC,SIA31.BB COLD OLEFIN WLRS MIN®GITW Re UIREB.MUM BARPLA SUPPORTS FOR CONC7iR18
<br /> MUSS LOCAL CAYERNUNG AMORT IFS DICTATE HIGHER OR YORE STRONGER RSM'M
<br /> REMNO ON EARTH OR GRAVEL 301"ffi PRE CAST MUQUEITES OR INDIVIDUAL IUGR CHAOLS N0.NCP 111H KEDLU PLATES ON HOYJIIM A9 3T9 3IdRI0P:PEER TO 37ARRIP AND GDC%-0UT OF SYSTET,PFLUORT Lim SNAIL VASE HYDROSTATIC ILLX 4®T.AIL 9RE BfP3OV9INN13.
<br /> MANUFACTURED BY loin I d REJNIEN,INC INCLUDING PAVEMENT$AND LTBJEIE."I,SUALI,BE COMPLETED PRmR TO THIS 1ffii'. o
<br /> Pig NORMS CLEAN,STRAIGHT WORM OF MOM" PLYTOOD.IM HOLES,DEFORMATIONS.SLC.,SHALE.HOT BE ALLAYED. 3.20 UMMONS:PLUMUNG INSPECTION SNAIL BE PERFORM BY 7-111M,wC.'3 APPOwSES HUR .
<br /> 21.8 MANSION JOINT FILLERS:A51'LIALT IMPREGNATE]FIBERBOARD 003WORMO 70 AMU G-60-7,US'1/2'TINGE OR AS INDICATED ON DRAWINGS 321 OWN;;CLEANUP AUL DENSIS CAUSED BY THE WORN OF TO HECJTON,KMING TRE PREMISES CLEAR AND NEAT AT AIL 713184. $�
<br /> 2tlD CALCIUM CHLORIDE:U07 FEOHTfE6. �l
<br /> a.2 CONCRETE PROPDRIIONR CONCRETE SUMM SNAIL D190 CONCRETE Mat AND SHALL GOARAhM CUNCRRTE SMOTEL ALL CONGREM MASS
<br /> HHT7D GTBEtYL9E ON DRAWINGS,OR REQOIIKD OTI�M BY CODES,DAL'RE DESTGM FOR 4,000 PSI 31MGH AT 28 DAT&LIEN NOT=8 I
<br /> THAN 6 1/2 UAGS OF CEANY PER GUMC TARD Of CONCHETE.NOr MOSS THAN 8 1/2 GALAONS OP TAM PER BAG OF CeMFJR AND NOT MORE STORE NO:
<br /> THAN A 4'SLUMP.AIN CONTENTS SHILL RANGE BETILwN 4E AND U. TRAMS 4 IM L
<br /> DEATH BY.
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<br /> FOR REFERENCE ONLY
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