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OR Al.1[(£0. ~ <Xfl«:.C~ .im 71£ f'ERFDRIIANOC ff ~ CR 7HS PRO.£.CT, £XCfP7WG UA/J.U7Y N/ls:Na FRO/,/ TH€ sa£ NE.GI.me£ OF Tl/[ ArDIC1. l M CO.V?NiCl'M $11,',/J. {lf:SK',N, ca&RWC1, N¥J MJJNTAIN AH wrrt ocwcr.s mtuOINIJ ~ ,WO 51/J.LL ti£ m:&Y ~~ ~ CONf'r7IMMi 10 ALL LIX:,f,l, S1;\;T, NoC ~N. SA~rr HD ~AL'hl 5TANDARDS. U.lv, N/tJ e'EGU'.Ali'OVS. ~'!HER 1HE: A(}[}ICr />/ti. r1IE: (NCAf:E.R tE ~ IIU ~C:£ wm .1£A3JRES OR RO.lt.A1IOIIS. J. 1HE: CW/~Cmi? ~Al-'. l'RQYa: SAfUY~S ~ fi[WFB) ro PfiQJECT 7h'E P(l1JlJC. CAPITAL IMPROVEMENT PROJECT PLANS FOR AGUA HEDIONDA LIFT STATION TEMPORARY EMERGENCY BYPASS PUMPS (GIP NO. 8125) JUNE 2014 VICINITY MAP LOCA T!ON MAP llOT TO $CAI.£ ll()T ro SCAlC Rff£RENCE DPA WINGS WORK TO BE DON£ mf:ollH'li'()',O,'fNT!lt'm;' 9iAll. f£P[Rf'CR,((/i'l/ol~ llfT/1 r11E:U.i'rSTUJmCW Of mE fWOllff1' DOOl/rl£M5', CJ./fiRDIT AT THf 111,t[ Of" ~nav, AS~ BY "£ 07Y """"'' t:1rYrY~.mDn'E/L!Pl,({Nrca£ Cir'! 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CITY of VISTA C~T,O.L IMPRO\oEMEHT PROJECT PLANS FOR: AGUA tEDIONDA I.FT STATION TWMPORARY -RQINCY aYPAIHI P._ NOTES, A~BRE\OIATICNS ,,_ ~~·: e JIJUMI PALACIOS f',::~ O~/;w/201:i 00/0.,/14 1-1---------+--+---t--+---i L-_:_<N_;_Ol;_N""::__';...'_"'.:..'_;_K _ __;_:.._<:;cX_;_P'U:.;O_;_OA __ 1':__;_D_,1'"----J j _ ~~ NT u~HEET ZOF 1~1 1-1---------+--+---t--+---< BENCH!o!AAK: 1.r -~llllftjl'IC,IIN1£Trnwffll "e.rl'u-~ ~,;:,.~===="~'="="•:;o:::,~,,:ffl:-~~~~~~=:""~=t=--=•:1==.,=t="=~~ RECOMIAEH) tOR APPROVAL RCE -EX,-.,-IC.-OA-TE -,-,-TE-Fifli~~mr=~~~~ ~ CIP NO. 8125 \ \ \L -----,, -----25 I ( r ---i;---~ ,o- L L ~"-~ ', ,--~- L L --------,....__ L ' L I l "'JS'-NCID TTlACKS ___,_ _ ____,_____,_________..J--....1..------=--=r_~-✓~--=~__L.\ _ _...L----------1~--1- EXISTING SITE & DEMOLITION PLAN SCAL£1 1•-a• CITY of VISTA IN FLUENT SEWER MANHOLE CIP NO. 8125 ' y Y' y \ GRADING_ P~.~N SCALE: 1/4 •l \ Awcur '"'° ••sTINo I LIMIT'S OFS '"' ""' ,. PAO ,,. V PAVEMENT. TO FINISH OR,t,OE --t TRANSITION j I I I I I I I I I I I I I I I j : I I SECTION . o· SCALE: 1/2'-i -CD e· HICH BERM, i,.• WIDE INSTALL 1~~~~~CTED ~~;~I~~• Lll"TS --------~~~ I I I :r::::,::r:::r:::;i:::1r::'r:::r:::r:::;:-,;_r::=r=-"'""'. ___ ,::~~ ', > i: ( \ ;; \ \ \ ~--'--~r ~ 'lvf I ~ , / ,.), WX:ATE FINCE AAOUNO PIJl,lf>S, . ----I --~---~ CH~H u:o:~1~~;2:/ -"j --------- WATER :IERvlcie: £KIST: IC4.Ln:l <iO-tE!fArotf PAD, D=J" fJ(J(lD,WC t" ,. --y > £xrsr. ,z• HP CAS , :Z> /;> y 2 GRADING LIMITS, y SHEET 4,. CL Vy /.7 · ~==-r -:;/P'; =~;;-- ---~ ~ _,_. ----... -:::------'\ '-- -__, ---CXl$T. ~-RCP,, St SCl~IER ,;-;:;===~~:::?'~~,=. -· ~ -·, ..:..:::-~-.,-.~ -~ ____..-C~G ..........__. --'\_ EXIST: t6• \ ________ __ EX. 8ACkfl..OW PREvEnlER, RCP~ ..d.__ -~~~N O~E~~ATl!!O PR01tCT IN P_ACE: SCALE; 1· • tO" MATERIALS UST 0 IHSTAU. 19" HOPE OR17 PE ~o• OOH @ INSTALL 18~ HOPE OR17 PE "46' BOH @ INSTALL n1• HDPE DR17 PE WY( @ 1NSTAU.All't l'tfl.&,SC VALVI!: -,ffi @ INSTALL 24"x18" HOPE Dfl17 PE REOVCER @ INSTAU. W CAlt VAL\oE n,Jl. W/ ►AHOWHEO.. l'.X'.tlNECT TO PIPE W/ Fl.lflE HOPE ADAPTER {LI INSTALL 16" CHt:(l( VAI...\I!: W/ l"l.xPt: HOPf .60Af'Tl:R c::_=::_~ 7 __r SITE PLAN _;.J_ llillilc. 1 IH$T.l.ll THRUST FV,NCES AL<:tlf; PIPELINE AT ANCHOR BLOCK LOCATIONS 2, CONTRACTOR TO PL,t,CE COllC, PIPE SUl'f'ORT P£DEST-'l. ,t,T ~)IST1N'3 ...QNT. CONfflACTCfl SHALL POTHOI..~ TO LOC.,.,TE JOINT. SEE SHEET 7 1 AS-0-'!LTS 1/11/15 NO. l}[~CRIPTION OTY D,i,T'I: '11) D,1,1'[ ff>p"a,,m CH""1CD -----.L___.. ,. RECOMMEND f"OR APPROVAL RCE ~ D,t,lE - L L r CITY of VISTA C~TAL IMPRO\oEMENT PROJECT PLANS FORI AGUA 1-EDIONDA LFT STATION ~RARY -«IDICY IIYPAall - PROPOSE) SllE PLAN CIP NO, 8125 PROP. :2+• HDPE DRl7 DISCHAAGE f'lf>C P"OP, 24• HOPI!: DRt7 ~o· BEND 1. E)cJST. 1!1~ FORCE ~AINS NOT SHO'lltl. PROlECT IN PlACI;, SEE SHEET !i ,-·· DISCHARGE MANHOLE CONNECTION 3 2+00 SEWER BYPASS YARC PROFILE HCfllZ. SCALE: 1"•20' VERT. SCAlE: 1"•4' INV. EL. 38.67 PIPE 0,0, u= HDPE OR17 PIPE. DIAIAETt:R ~ S!10'l'ltl AT /ll>CHOR BLOCK LOCATIONS 0-. SH ECT ~ 1. ALL ANCHORS, FASTENERS, BOLTS NUTS, ETC. SHAU. BE 31~ SS 2 MINIMUM CCINC~ 5fll[NQT1'1, 3,000 PSI J MINIMUM SUPPORT DEPTH SHAU. EQU,IIL NOMINAL PIPE OIAIAEltR Vt,l,.E~ O™ERWl:.t SPECIFIED "'--mi=..,-l/1,.' OIA, x 12" LotlO SST ANCHOR BOLT, WASHEfi! & HEX WT (T\'P) PROJ 1/2' 1/+' NECf'RENE PJ>O G) ~~NCRETE ANCHOR BLOCK I I 'I L 0 2' A~ AND VACUUM VAL'-!'.. 0 2' FLANc.EO OUT\£T 0 ~~i~E~tt'frl" SST 0 2• FLANCED CAlE VALVE 18' HOPE f'lf'E DR17 4 2" AIR RELEASE/VACUUM VALVE (ABOVE GRADE) CONCRETE PEDESTAL 5 SCALE: 1 :2 •1 -0 I / i! CITY of VISTA C~TAL IMPROVEMENT PROJECT PLANS FDR: AGUA 1-EDIONDA I.FT STATION TWMPORARY -RQINCY aYPAIHI P._ CIP NO. 8125 r I II ' j *·~ ./ .,/ /£MST.U.ORAIN TO / 01-CMl.OWtuSIN N 199748724-,(' " G/E:.:~22912B9~)3\'._ '-< N 1!;197461:1\12 ry====::::::==== E.~221:1124 ijl!I RETAINING WALL. SEE SHEET 4 GENERAi NOTE· 5£[ SMEET 4 f'OR a.EA~l~/CRUBBINC & GR/IDINQ WAITS. 1-.,:iAsS PUMP No., 2 j EBP,-02 jl INSTALL 11!" GATE VALVE ANO 1a• CHCQ< VALVE, CONNECT l'IITH ~-., CP~5!ji~ ..... ~.,...~ J\ f0 CUT OUT JIND REM0\/E P0RTICtl Of" ElQST. 4-2' RCP SEm:R ~) ~ ~~.._,._"-.,,../'-../"~~ @ eo·t VORTCX PLATE: W/ FLANGE OONNE:CTION n Pff Q) 8\'PASS V/IUL T. SEE SlRUCTllRAL owes 0 INST.AU. AIR RELEASE VALVE -------ED-:'-' @ ~~~~~ r~:~G~RAIN OUTlET ~TH 4-" GATE "ALVE @ ORATING, SEE S'TRUCTVRAL DRA'MNCS (Z) LEVEL TR/1/ISOUCER/R-OAT CONDI.HT. SEE EL.EC. owes ® IN5TAL..1. CCNC. A~CHDl'i: BLDCI< (I) @ CON<:. F'ff SUP'f'ORl P'E0EST,l,L C0NffiACTCA ~ALL POTHQ.£ T) LOCATE JOINTS N,10 ~ALL PL.>cr PED£STAL --tB AT ElllSTING JOINT. {UHi ANO ROUGHEN ElllSTNG PIPE AT PROf'OS£0 PEDEST/IJ.. LOCATION. SEE VAULT/PIFELINE 6 CXCAVATIOI NDTCS @ INSTAil. fl.)AT SVrlTCH ANO ULffiAS0NIC SENSCR. SEE El..(cralC',L DIIA~NCS BYPASS CONNECTION SCALE, 1/4"-1'-0" @ :t~~A~L;[~~/~~E:i~~~~sCo~~~C~;,~S~'.i!t)(l AL0NIJ ™E LOHffi'1 OF THE PIPE, ATTA<;H TQ VAVLT WAil. 'M™ UNIS'lfflJT ~TS NIP U ~TS @ DISCH ARCE 0R,1,J N Lit-£ TO VAULT @ PUMP DRAIN U~ TO VAIJLT (jj) ~~;~~Eg-~~r ~~i~:0::~ ro~~L~~ frL APPLICASI.E OSHA REQUIREMENTS. @ INSTALL 1i,• HDPE 0li11 PE ~C' BENO @ VAULT 5tAL, LINK-StAL, OIi APPll:0~1) [QUAL ~ 1 ---- UNC VAVLT 'MlH T-LOO< ( ) £XST. A<.VA IECl>IDAiJl'T STAflON N 19974-42.66 E•62.211126 Bl ,.r"y-v-.,~-~ PUMP Np., 1 -Sfll:l,S,, NUM8f,t ENGilNE, fM'ttj(:,4351 PIJMP t:lP. 2 -Sr!'IAI t:ll/MII(" ENGilNE: fl',RHOS753 ~ IJ::,. SEE GRADIH<J PLN., 9-'t:tT 4 YAULTIPIEEUNE EXCAVAT!ON NOTES I L-------FINISH OR.tCC [L. 20.0 , DURINO EX¢Q.VATI0N/Coosmucnoo OF THE B'IPASS VAULT, EX<:AVATION Of" EXIS'llNC PIPa.JNE SHALL BE UMllEO TO A 1-1AXIMl,IM OF ONE-QUARTER J A ~PELINE SEGNENT LENCTli, EACH SIOE OF ™E PIPELINE JOINT, UNTIL A ~NG IS PLACED TO 51,.lf'PQRT ™E PIPE FROM /1,J,1 I-BEAM !PN-!NIN'J THE EXCAVATION, 2. EXC,1,VATIOO 'lll™IN TWQ FEET Of" ™E TOP OF ™E PIPELINE SHPU. BE DONE BY HAND REl NFORCED 00N C. ~ ~LI.. SEE STRUCMAL owes. SECTION SECTION CD 5'-7" B PROP. Jct ~17 HOP£ SUCTION F'lf"E (TIP) B'IPASS PUMP N(). 1 CliBIJI PRO!>. 30• Cl ;<J· ELBOW, FL INY EL J@» CITY of VISTA C~TAL IMPRO\oEMENT PROJECT PLANS FOR: AGUA 1-EDIONDA I.FT STATION TWMPORARY -RQINCY aYPAIHI P._ CIP NO. 8125 IN"ITAL1. 16' GATE W1L"IA': AND 1S0 O,E:K VALVE. CONNECT VflTH HDK F>E:.:Fl. COUPUNG1S (TYP> SECTION SECTION C SCALE; 1/4'•1'-0" D 18" HOPE OR17 --¥ SECTION SCALE: 1/2•-1'-0" CASE 2· PBECASI QB EXIS]NG CONCBEJE RUBBER SEAL WALL PENETRATION "" NO, DESCRIPTION /,,-,,-----..____,_-v--..-.~.......,, / SAW-Cl.JT AND RO.iOVE PORTION OF El(, ( PIPE Vi1THIN VAULT, PROltCTmEPAIR D(, PVC LINING. EX1't:NO PVC coATINC TO o::tlCRETE El<POSID DURING OPENING. f _____ _J,1---1---"'-"= ~ ! ~ ~== {~ \ ._ , • ., f:JV~ 1 1/11/15 ~----•-A~'-'--,-----/• ) • J ....._,...__...._...._,.._,,., __ .~,.,__,....__........_..,._~~ Fl.G 0.D. + 2" ELEVATION EX. 42" RCP CUT-OUT ~CALEc 1/.2"-1'-D" l!VELIN(; NUTS J/4° blA. Ni~OII: lroLnl(TYP.) DETAIL FLANGE SUPPORT NP Nnl FOfl PIPE 51ZE 12• TO 74• SC( DITAIL SIDE ELEVATION CITY of VISTA C~TAL IMPRO\oEMENT PROJECT PLANS FOR: AGUA 1-EDIONDA LFT STATION TWMPORARY -RQINCY ■YPAllll PI.NPB S'tPASS PUMP-S SECTION J: DETAILS CIP NO, 8125 SI/INQIIBI, SIB~QIUBIIL NOTES· JiE!'1EB8L REINFQRCINQ STEEL :SJAIEME~I QE seECIAI l~SeECIIO~S DESIGN ~RITERIA ,. NOTIFY THE o:lHSTRUCl10N MANA-3ER or ANY Dl~PA~ICS FQIJND EIEf"<::flE PROCEEDING ,. DETAILING, FM;IRlvATION AND PLAC[MENT Of REINFORCING Bil-RS l'IUST F'CUOW lHE /1>,C,I, SPECIAL INSPECTION AS SPECIFIED IN CHAPrE:R 17 or lHE 2010 CBC I. OESletl COOES '1'11'11'1'11'1~~1(. MANUAL or STANCJMCJ Pt,ACTIC?: '"°" [;e:TAIUN~ ll;~IHr~a:o COHCll;~TC m Ut:l\Jll:ES 2010 CALIF'OONIA 9'JILOINC OOOE (CBC) 2 THE CONTH,1,CT~ SH.4U. NOTIFY THE Q't',Nffi OF ANY SIT[ CONDITIONS NOT REH£CTEO Cf-I I\..C.I. .315 LATEST EDITION SPECIAL INSPECTION TASK "ftl!QUl!NCY D IUrl:fll!NCfII a,c IH~ECTICtl S'"ANDARD REFERENCE " u"Ll:0~i--~"~.~:~=~ .. ~:~--~~~~? .. IDO PS" THE ORAIIINCS; OF OISCREPANOES IN DIMENSIONS ltCIICATEO, SIJCH AS CR~TER RETAINED ,. /l>U. REINFORCING BARS SH.IU C~FORM 10 lHE STANDARD SPEClflCATIOH FOR OEFCRMED E,IIR'll1 HEIGll'TS, CONfL,CT IN GRADES. EXTENT:'5 CF lJNSUIT..aLE SOil. DEPTH r:,:: I.ROUND BILI.ET-STEEL BARS F'OR CONCRETE RtlNF'tlRCENENT, ASTW OESQ'.Al'pOO Atl1~-e~ CRAOE 1. t.1ot."fol varlfleotror. ol hlt;1ll-ttr1nQth t,ojlt, rr~~ B~rs or roJNDATIONS, CTC., .l>ND (SP(Cl>UY Of UNCO'v?:l'lfO AND UNO(P(CTfD e,o, tXctPT f' OMS Sl1AlL i,t lll'!l>DI! 40. nul8 '7'1d wosh .... : ,. SEJ™IC ,. L>P ALL SPLICES IN CONCRETE AS "CLASS 9• SPUC£5; MINIMUM, UNLESS O'lliERWSE o. ldentllloallon morklng, to conform to Afi™ f'1rlodlc ASTh motarlol -DYNAMIC SOIL PRESSURE: 14 PSF /TT • WAU. HEIGHT ,. OIMENSICl'IS. L.CICATIDNS ANO SIZES rF OPENINGS IN f'l..OMS MIO 'NALLS SHALL 8E 1t0ndord1 11Ptclfl1d In th1 opproYld ~pee:.: AISC JtlQ, SEISMIC OCSICN CATECORY: 0 SHO~. 0on9':N0tlon document■• S!i0tbi AJ,:} ~u~~~ J'.m:i□l'!Y: COORDINATED B" 'lliE CONlRACTOR ""TH STRIJCTUR~. MECHANICAL, ANO AU. O'lliER t,, MooufaduW s oart.lffoala of ,comp,lfono:::a r~nid Periodic --"' APPLICABLE DRAWINGS, ALL PENETRATIONS MAY NOT BE rNDICATEO ON SlRUClURJ>L ' REJNFORCINC STEEL SHALL HA\/£ A MINIMUM CONCRCTE COYER AS TABULATED BELOW Of'IA\IIIHGS, UNLESS Q'lliER"'1!lE NOTED, 2. 1mpacUon ol h~h-1tr1n,;il::h bolttn~: ASC J(IO 1704.J,l Ss,• 1.318 So&-D,879 '· roo,INGS ANO SLAl!S CAST AOA~s, l!Al'!'TH ............................... ·~· 0, 8101'h~-t~t OOMIOl.lonl, Ptrlodl~ . ALL WOfl!< HOT )ETAIL£D OR HOTE:O SHALL SE 00.STRUCTED IN ACCDFOANCE ""™ O'lliER ,. ALL OTHEI'! LCC..,TIONS. . .......................................... :!-IN. (UNO) S1tlton M2.!!. s~-o,49tl 501· 0.498 SIMILAR WORI<:: 910\/IN 00 'lliE ORA'MNCS AHO 00 n?ICAL DETAILS. "1CU!lla verinc~ on o I rumur<l a.,.: -. ~" ,. ~~D~~N~\~~~~c C~lf~ ~E ~i~f E,f,i~g~cTJ~~~J1L~~~i~J~s o. ID mor;.:rno, to conform to ASl\4 1tond«d1 ASTM A C or 051! 17019.4 ,. ~T:ir;i : =~A~!;. ~/~gfJfi~ '5LJ,i,'S 01': Wl>U.S: VHL~SS: SFCtlrlCALL Y 1peolfltd 1n oppro'l9d con,truollon do,cum.-,tt. !!A.SIC 'WINC 5PCl:D • 11,3 MP'H (.:ii 511:Cc:t,JC WiT) " Mn ,,,~, r•r' ,.,..,.ltl....i mlll te..+ r1 A 1\4 A II r '",111111 17019.4 EXPOSUFIC! C BAAS. 4. k-tcl.art.:,I ver111.eotlon of w,i,ld nt1,r m.:,lerlclit: ,. 1.1!i ,. ORAWIHGS ANO SPE:CIFlCA~S REPRE5ENT 'lliE flHl~ED STRUCTURE, THE CONTRACT~ ,. ALL OOVID..S rao~ rooTINCS INTO WALLS SHAU. BE THE S/IME fiilZE ANO SPACING A£ THE o. I() mor;.:tn91 to conform lo AWS 1p1ctncotlon1 -ASC JIJO -SH,.,LL BE RESPQHSIBLE FOR MEAH!J MIO l.4E'IH003 OF CONSTRUCTION INCWOIHC SHORINC, WALL VERTICAL F!EIHrOflcD,10U AND L>PPED 'M'lli F!EIHFORCEMEHT UNLESS INDICATE[, In ~prov.ct oon■tructlcn (locum,nt& 3,ctron Al,, SPECIFICATIONS ~:Im~~~~ ~P2[11~~R~~iIH1NoH~rii~~~~TT~ ~~i:_H~~~t~~~JAJ~i'~~s ~ O'lliERWISE. b. Mcnufocturar'a oert.ltloot& or oomcilonca ni ulred --- 'lliE SITE BY 'lliE O.GlHEtR SHALL NOT IHCWDE R~lEW OF 'lliESE MEASURES. ), ~ IH:STl>U.ED INTO El05TIHG CONCRETE :.HALL 6E ORIU.ED MID~ IN PL.A<l: l!i, 1n1p<11ctroo cl Weldfng (Struoturd StH I): C011tlnuou1 A'v'S 01.1 1704.J,1 A. SOILS ANO rOIJHOATIOHS -CBC CHN'TER 10 1. Com~.t• P1netrollor, Gro0111 W1ld1 7, UNLESS OTHERWSE SHov.,.i, LOCATIOO Of .au. COOSlRUCTION JOIHT5 SHALL HAI/E THE Wl'TH !PCXY. !POXY !il-1..,U.. CONrCl'!M TD Tl!! 1'!1!:QUll'!!MOITS C, 11-11!: CON'll'l..,CT 2. f"iltt Weldl C011tlnuou1 AVS 01.1 1704.l,1 ,. ornl!"AL: , .. , APPROVAL Of' ™E CCNSTRUCTION MAHACER. Sf'EClflCATIOHS (i, 1n'llf,teCU<xi ,;I 'Jt<:<:I frome joint dtetqils fur P.-todtc 2, FQJNOATIO', N.(l SOIL~ ,. BOTTOM STEEL or SLJ,8S, FOOTINGS AND GRACE BEAMS SH.au. BE 9JPPORTEO OFF OF !c,r cg-nplionOI with gpp,.,.,.d drgwinlil•' IHVE5TIGATIONS: ,.,,, .. UNI.LS$ OTHEFIWSE 6)l0v.,.j, LOCATIOO OF .aL.L COHSlROCTION JOINTS SHALL HAVE THE 'lliE EARTH OR FOf'Ml BY Pffl:C"-'T CCNCRETE BLOCKS "'1RE TIED TO TI-£ REIHF'CRCE-.!ENT. o. O•toMa 111Ch ot br~1~Q ond 1tlfl'lt"1"0· --1704,J,2 J. o:c ... w,110N, Gl'!...o.HGI ..,NC rIu · , .. , APPftOVAL Of' ™E COOSffilJCTION MANAGER. IH 11..J..O RHAINING sraucruRCS, PVC b. M•mba, locotton• --1704.3.2 WAlt:RSTOPS SHAU. BE PROVIDED IN loU. CONS1RUC70H J:)INTS. I. 'ffHERE LAP LrnG'lliS ARE HOT SHOWN OH THE CflA'MHG LAPS SHALL BE />S SHOWN N c:. Appltoatlon of lol~t datc11s ct ecch cormac:l1on. --1704.3,2 4. AU.OW/ISLE LOAD-SEARING VAWES 'lliE T.681.L BELOW: OF SOILS: 1!04 ,. ~~ONC,C~Zc~ S~~y~~~;H~~t 1111~~ ~~~~ ~H~ N"5~~~trmi ~ 1. ln~IIOtfon ol r1lnlorolng 1IHI Perlo<:fie A:I .::!11!< 1$1:).4 e. roorINvS ,t,NQ rOOHOATIOHS: "" LEAKS UNTIL AL. CONCRETE Hi>S BEEN PLACED, AI.U\'1ED TO CURE A MINIMUM OF 14 BEltm:!BC:EMEt:lI Ide B:EQl!H!i:~!i:t:IIS ,r:~ -!C!Qll: e:m· J.!., 7.1-7.7 6. SPECIJ>L INSPECTION 17{14 OAl'S. AND REACHED 'lliE SPECIFIED OES11.:N STR:ENGri, ALL BELOW i;;R.l(IE SlRUCnJRES ~ ~ei.1i::, I.C~fiill:l ·~•:;rd~ln~ ~~:~t\~ c;c~::"• or<»' Cor,tlnuou• -Ui11,5 ,._ OClLS 17(147 SH "LL BE TES!l'O F'tlR LEAKS flRIOR l0 B,IIO;FlUJNC. " 2·-~· tr yuN to rtqur•u uu qn m~ r-er=IC l.CI :!118 l??:HlJ f/6 3'-3" -::h+ 5.2 ~.-. B. CONCRETE -CBC CliAPTER 19 SOIL &; EQ!.!l:::l~.eJIQl:::l ,. 4'-Q" -4.. At lhe lime frmsh cgn~tr, Is sampled lo Cgntirt11,;,us ASTN C 172 1'6113.10 I. <:ENER,1,L;: '"" 1. f'l[l'ffll!:NC[S fabr1oata 1p■eIm-11 for ltlWIQln tHl~ ptrlorm ~~1i, =ls. !!..e 2. TE5TS AND MA TER1AL.S: 1903 ~11mp ond ot, content tn l:!i and determine temj:> f;EOTECHHIC~L EVALIJATIGI -AGUA HEDIOHOA UH STATictl ANO FORCE MAIN Ju{J ",NF . nBpll?,I0!'1 o caner•• pocam&n arp,ropar c~nl1nuauM ACI .:,1e, :>,.Q,5..10 1~1,Ul,7,& A ?ffl'.lPCiRTIOH": Cf' CONCRETE 1<;a04-, 190§ AUGUST J, :.1)(}9. PROJECT HO. 106'it4W02. t..ct,rl,,.,u 8, STRENC'lli TES'IB or OONCRETE IOOM eJlW£f.ll..l<c. ~i~f "~'°l:BAll • IIIPICI.IOfl 101" mo n ,none• 0 IPICITltCI Oun!'IQ r-tr11X1IC t1I1l~:3 t91J.O 3. OURA9ILln' RCQUIRENENTS• ""' temoercWre and technt uee S#l DIEGO, ~ r/2123 ( 1 180' • ln1p•c:l formwork !or 1hcp,, locctron ond P~r,Wic A 1 .:,1e, a.1.1 -4,. OONCRETE QUAUTY, Ml)IJNG .l>NO (86&) 1!76-1000 dimtn1ion• of th, con0r.t, m-,r,b .. btin ·~-PLJ,CINC; '""' ,. ALLO\VAa.E OOIL 0EAAIHG PRESSURE -2000 PSI' (CE/-0 PLUS U\iE) (1/J INOlEASE 1. Verify motarlale below footln.ge and alcbe ore P~r>Ddi~ --~-FORM~K. EMBEOOED PIPES '"" ALLO\\EO FOfl 111,1,NSIEHT ""NO / SEISMIC L.CIPDS> ' ad,q,ucte to achr...,,. th• dHI n b.arln co oc::fh ANO OONST~UCTIDN ..OINTS: ~ • ~., y .:.:oava-,or,a or, 611 ,n • o prop.-"'" l'll'IIXIIO --B. DETAILS OF REINFORCEMENT: "'°' ,. NO C<l-lCfll!l! QI: l'lf!l'Al'i ~H.AU l)C PLActO IH ANY' roJHOATION UNTIL 1111! O(CAVATION ond ll<Jve rl<lchad Nllt>•r mat1r1al 1. SPECl,._L INSP£CTION: "''' HAS BEEN INSPECTEt> SY 'lliE O'M,lER J'IPICM HOOKS /\t:ID BENDS . 1-erT<lrm ,:H!SStneOll<l~ .:,no ee n9 o DCICKTII Pariodio -- (PRINCIPAL REINFORCING) moltrlal1 A. CONalETE CONSTFIUCTIOH 170U 4. ALL SL£E\IES ~H FOIJHOAOON WALLS AHO UNCER F'OOTINl.:S SHl>U. SE INSTALLED ID •6d FOR l3 T0~I MM OCCZI CQ:iP 14. erlly ui,11 QI" pn:,pe,r m<1ter o e, <;lenoltlu o~ "'~ Contlnuou■ --PRIOR TO ~OUHOATIOH POOR. ~ ~~':i:~e".,.,d!~~ ph;,cem,:nl ,;,nd CQITIPO<:tl(ln .>f C, STEEL -CBC CH,1,Pl'ER 22 1. GENERAL· 2201 ,. l'CUNCATICNS H,_vr; Bl!:fN D!~GNfD IN l'!fR:1111!:NCI!: T'C NOTl!:5 I 81 2 ANC ARI: A5SUMfO 1oU. BEN OS SH.AU 8E MA()£ C«.D, • o P~•n c con 1011 .... ac~m,. uuHl'ff r-eriwI0 --l0 REST ON SIJIT.6BU: BEAF!INQ MATERIM.S. 'lliE ACTUAL. AMQUACY OF 'lliE 8EARIHO t11t>t;l'odt or'ld verify thol .rt• llot b-, ~f"ePartd 2, IOEHllflCATIOH AHO PROTECTION, 2203 MATERIJ>L SHl>U. BE 1/ERIFIEO 8Y A OEOTECHNICPL E'KJINEER F!ECIST!REO IH 'lliE STATE or rOOart 3, CCtlHECTIOHS, 2204 CALIFOOtM PRICR TO PLACING REJHFORCEMENT OR C:/>STIHG CO.CRETE. SUBCRADE ~ PREPARAro. 5'1ALL BE RELD VERIFIED BY 'lliE <li:OTECHHICAL OK~HEER. I, CON~ETE WORK SHl>U. CONrOl\',,I 10 THE REOIJIREMENTS OF Cil ... P~ 19 or lHE cec, 4, S'fflVClUl'l,1,1.. '5TC[L> 220!5 • SACKFILUHG /IND COMPACTING Of' BELOW GRADE WALLS SHALL HOT TN<E PLACE UNTIL REFERENCED EDITION . -'· SPtCl,'IL IHSrtCTIQH 17{14 ALL CONCRETE HAS BEEN PLACED. At.l.O'llrn TO CIJf.£ A MINIMUM OF 14 DAYS, AND C REFER TO f.TRUCTURM., MECHANICAL EJ.£CTRICAL AHO CII/IL OAAWHGS FCR ALL ijOLOS STRUCTURAL ABBREVIAJIQNS A. STEEL CO.STRUCTION 1704:!I REACHED 'lliE Sf'EOFIEO OES1GH STREHC'lli. ~00\ot:S, SLEEVES. INS£RTS, ETC., TO BE CAST IN CONCRETE. ANO FCA TI-£ SIZE. NUME!ER 7, 'lliE PRO.ECT GEOTECHNICAL EVALUATION REFERENCED ABOVE 1, l0 BE COH,I0ERED A ,1,NO EXACT LOCAM H Cf ALL 00..CRETE OPENINGS. "' ,t,NCttOR BOLTS '10 rDOTIHO PART c,; THESE PL#l:S ANO SHALL SE CCNPLIED ™TH ElY THE CONTRACTOR. "'" ,o!,llDITIOHAL " INSIDE OIA-AETER ' ~~!!~t1t~~r~~r~tPtr\~~~~~T~ti!~r~i~~ ~:WJE~ if WPROX WPROXIMATE IH, (") INCH STRUCTURAL SYMBOLS .. 'lliE COHffiACTCR SHALL OOMPLY 'M'lli Ali. SU8CRAOC PREPARATICtl REOUIREMEHTS AND "'' BOTTOM OF rOOTIHO "' ijA)(IMUM STR\JCTIJRE Qfl:AHAGE REOL'IRENENTS AS STATED IN 'lliE REFERENCED CEOTECHNICAL. BOT BOTTON MIN MINIMUM EVALL'ATI'vf'l lHE ENGINEER. CBC CALIF'CRHIA BUILDING COO£ "'" Ml~CfilAN~OIJS SECTION IOEHTIFICATICN CIP CAST IN PLACf ""' NOT TOSC.U ,. IT IS ANTICIPATED 'lliAT NO OROUNOWATEi! ""U. 8( ENOOJNTEFIED ~UAlNO EXCAVATIOO < .aL.L REJHf"QRCINO BAP:5, ""~OR Bot.TS AtlO IH~R1' 5J1ALL BE WELL SECVREO PRIOl TO gt~({) C!:J,ITC~ LINC " OU~OE OAMETER OPERATIONS. IF CRruNOWATER IS ENOOIJHlt:REO DVftlNC COISTRIJCTIOH NOTIFY 'lliE POUl'!ING CONCl'!Cl'f, CLEAA Of'NG OPEHINO SECTION ENCIHEEJl l~MED ATEl.Y. CCNC CONCRETE "' POUHOS PCR SQUARE FOOT ___Lo. !•. SPECIJ>L INSPECTION SHALL BE PROvlOEO roo ALL CONCRETE CONSTIUCTIOH AS SPEQFIEO CONT COHTINL'OUS PS POUNDS PCR SOUAAE INCH SCALE: 1/4"•1'-'J" , ,,0 9Y SECTIOO 1701 Of' lHE CBC. RE~ENCEO EDITION, OE:! O<T•L ""' REltlF'CRCl"G SIB~l!::E!BAI iND MISCEI I ANEOUS STEEi DI.A. (-) DIAMCTER "' 5TAINl[5S STD!L ,. .au. E)G"OSEII CONCP-ETE EOG(5 ~ALL HAVE .:,/4' CHPNf'ER, ~ g,~NSICN .ONT = SYMMETRICAL REFEREHCt: NU'l18ER I. ALL STCtL WRK SHALL IJ( Pl!l'irDl'IMCO ACCORDIHV TO AISC SPWflCATIOHS fOR TH( roe TOP Of' CONCRETE OESICH, rAaF!ICATION ,t,NQ ERECTION <:F !i.TRUCMAl s.TEEL BUIL.CIINOS, LATEST E0I1100. '· ALL EXPOSEO CONCRETE S)l"LL 8E FlNISHEO PER SOCWA SF'CC SCCTIOH 03000, EOS EDGE Of' SLAB ... TOP Of' FOOTING OF SHEET ON 'M-IICH PARACRAPH 3.16 " FlNISH GRACE r: ~:Ic!c IOTlDM Cl!:TAH. IS SHO',N ,. ALL 'MOC-fU.HOCO Sll'EL SHAPES SHl>U. COHFO~M TO ASTM A!r92. loU. OTHER STEEL FNO FtAJNDATIOH ~DETAIL HUM8(R SHAU. OONF~~ TO ASTM A:,~ UHL£5S HOTEO O'lliER\\1SE. FQC FACE Of' CONCRETE UNO UNLESS NOTED OlHER'MSC DETAIL = FT,(') FOOT/FEET W/ "'" SC.-.LE: 1/4°•1'-0" IDO.TIFlCATIOtl ' All CONNtC!lOUS !il-1ALl et OCTAll.fO AO:::Ol'!CJING TC 'THt AISC Tl!fflOOK or I>. Al.l.. v.nnIHG 9,j.aL.L BE P£RrffiMED BY CERTIFIED ',\ELDERS. ~ SlRUCnJRAL t>'1AFTIHG. B, :5Tf\lJCTURAL AHO Ml:5CfilANEOO'-STEEL: REFERENCE HVM8ER 4. ~ERE BOLTS .IRE NOT SPECIFIED, use CALV/lolllZEO f DIA, 318 ss ~LT'S. STBUQIWML MATEBIALS OF :.HEET OH ~HICH 1. ALL ~ING or 5fflUCMAL AND Ml5Cl!IJ.>tl(OU5 sm1. SHALL ec IH ACC:~DAHC[ DETAIL IS SHOW4 5 All STEO.. SHALL BE HOT-Dlf> ZINC COATED AFTER F,._BRK:ATION. ALL STEEL BOLTS SHALL Willi 'lliE f>RO\'ISIONS or 'lliE l>MERICAH 'hHOIHC s..-icIETY COO£, AWS OU, LATEST ~ BE (l~VANIZEO. EDITION. ~ 2. ~IN~ ELECTROOC:S SHALL BE E70)()( LO\V H'tOROGEH, UNLESS NOTED OTHER""SE. COMPACTEO SOIL (FlNl:tl CflAOE) Ql'!IO UN!S ,. ~~~IHf :!i~F:~~D-A~~ ~~6~ogi0.,.:'l,%~.COATINC ~ALL BE PROTECTED 'M'lli ThQ 3. SPfCIM. INSPECTION S/1..,LL IJt REOOl'lfO r-::fl AU.. SHOP ANO flELO \IIELOING "5 ~ 7 1oU. CONNECTIOllS NOT l)ET,i.JLEO OH PI..PllS SMALL (IE D[T,i.JLEO Bl' 'lliE STEEL SPECIREO IH SECTION 1704, Of 'lliE CBC. REFEJIO.CEO EDITION. CONCRETE MAN1JrACruRER TO OE\o\1.0P THE STRENG'lli or 'lliE 'M:AKEST MEMBER AHO SH.au. BE SUBMITTED TO THE ENGINEER f'Cfl APPROV.:.L. ,. STEa FA&fllC>."OR SHALL VERIF'Y 1oU. OIMENSIOHS SHOl'ltl ON 'lliE STRUCTURAL OF!A~N¢$ I CITY of VISTA I C~TAL IMPRO\oEMEHT PROJECT PLAHS FOR: AGUA 1-EDIONDA I.FT STATION TWMPORARY -RQINCY IIIYPAIHl P._ ti~ GENERAL SUUCTURAL NOTES CHRISTOPHER KRIER ~.,, 1Z/J1/201S 00/03/14 -~..,: ENGINEER OF 'M:IRK RCE EXP.UC.CATE ,.,. NT UsHEET g OF 1~ I I -~ 06i'.22N '\:\¥' {:/ BENCHl>IAAK:1.r Mil$~111lftjl'IC,II N1£TrnwRZ1'e.rl'u-~ NO. OE~CRIPTION "" "" ., --~ ~JUMroa,'lll!lt.J1•-iut-G111uUfr,0001m•r11>C DWG-~ -----~~~~=~~•1tMf1? APPl'!a.m CH/>l,JCC:l RECOMijEH) rOR APPROVAL RCE EXP.LIC.OATE DAlE -CIP NO. 8125 ~ ~ ~ I (T'1') TYP 1'-0' T'l'P SEE CRATING CONNECTION D£T~LS 5 #lD 8/11, (T\'P) FCfl REINF"OOCltHl MOUND OPENING SfE CET. 1/-{TYP) stt W10 TO CONC"C'll: CONCRElt 'HAU.. TYP. Cet.t.CCT!ON Dt:TAIL 4/-(T'rP) ORAllNQ PACIFlC 'H-1~-4 2i"xt¼" OAI...VANIZED STEEL B.'IR ffiA TING, OR APP"O'G C:QIJJI... FOR REJHFORCIN<.i AROUND OPENI Ni; SEE ocr. 1/-(TYP) S.OPE SLAB 1l!: \ I I I I I I I I I I I I I I ____.c,, I I I I I 0-i--I Ir--T---:~:--~ ~,----r I BYPASS VAULT SlRUCTURAL PLAN FOR Cf'ENINCS e• CIA ANO LARGER ADD OIAOONAL 8A"S AT U.01 rACE or SUB OR VIALL S,IIME SIZE AS LARGEST l,MIN BAAS ADO 'THESE BARS TO EQU-"L Af£A OF' CUT MAIN BARS PRO'YICE flJL.L HT \/ERT. BARS OO'I\ELEO INTO FOONDATION LOCATION cr' 1'1-"LL ~ mOTING (m>) Hom ALL OPENINGS IN CONCRETE SLA8 OR WALL RECARDLESS Of' SIZE SH.-U.. BE FORMED PftK)R TO PLACIN~ OCfiCRElE. CREATING OPHIING IN ALR£J.DY C.O.ST CONCRETE WILL NOT 8£ PERMITTED. SCALE: 1/t'z1'-0" TO ALLOW FOR OPENING TYP INTERRUPT M,1,JN REJHFORCEMENT REINFORCING A-OPENING IN CONCRETE WALL & SLAB SCALE: N.r.s. / NO. .l/llf MIN. ,-JEIA '1111CKHESS 3 l2" TIP 1/15" PROJEC'T10N ALL RIBS {TYP) 3/8" MIN THICKNESS 0 OU'l!Hl[ 2 CONSTRUCTION JOINT WATERSTOP TYP SCALE: N.1.S. 1°'1 ASH.I F1554. CR. 36 ANCHOR BOLl W/ e" EtJBED (10T. 2) WI OX TO CONCRETE $CAL£: N.1.S. l>E~CRIPTI ON CJr'f tl'IR '11) Arf'Ri:MD CH/>NCD CONCRETE 7 ·~·-W-..-±1.~::-t:-j '"+--+-,~~ fe ..-.sru F1015◄ GR. J5 ANCHOR BOLT W/ b EMBED (TOT. 2) SECTION SCAL£: N.'T.S, DP CORNER &RS TO MATCH HORIZ REINF SIZE & SP~CING WALL CORNER SCALE; 'l.T.S. CITY of VISTA C~T/\L IMPRO\oEMENT PROJECT PLANS FOR: AGUA 1-EDIONDA I.FT STATION TWMPORARY -RQINCY aYPAIHI P._ STRUCT JRAL Pl/\N CIP NO. 8125 NOT£: Sl(:PE re AWAY FACN S"JRUCT\.11'£ ,!,NO COMPLY 'MlH ALL OAAIN/IQ: REQUIREMENTS IN lHE REftRENC(O CEOTECHNICAL. ?:VALUATION. ·• ,. 0., r,p 1·-0· . . .:l l . . . ~. // : .·. ·9·· .. ·. 'j;:.j .7 ,, . . . .. . ' . ,. b Of>ENINO 15012 r,p 1·-0· , ,_. $([ OFIATINO CtNNEt:TION DETAIL!, ~ AND 6/-. F"Ol'I REINFORCING AROUND OPENING ~ OCT, 1/1!), 'NP \ ,. ~ .. ~,..{vi-~ EL 21,JJ I ~ ~ SECTION A " L 2X:2Xl/4 GALV.4NIZ!O Sttl!:L CONT. Z"~J/IO"x4l° liENT ~ l:ALVA~ZED STEEL 411 24~ 0:C. (MINIMUM OF ThU PER PER EMBEDDED ANGLE) CONCRETE GRATING SUPPORT DETAIL TYP SCALE: N. T.S .., ORATINO PACIFIC W-H:1-4 2fxdi" BALV.-.NIZE:C !iTEtL BAR ORATINC, al APPRO\om EOU.-L ,·-o· EL, 17,l~ OPTIONAL J/B" GRAOC J18 SST PLATE CUP ~lH SLOTTED HCt£ J BQ.T TO CRATIN;;. STRUCl\JflAL SUPPOfH SEE .QRATINC CONNECTION DETAILS !I ANO ~/-, T't'P, 1/4" DIA GflADE J1~ SST SlUD DRILL.EC. AND TAPPEC. INTO CRATINO SUPPORT f'RA,I.IE:, sruo. HEX NUT ANO WASHER 5HAI.L AI.L BE SST A b rnR REltffORCINO AROUND OPENING S£E DET, 1/10. TYP B ORATIN<l PAOFIC W-19-4 2J"xtl" GALVANIZED STEO.. BAR CRATING, OR APPROI/EO tOJ AL, l OPENINGS a.. 21.33 .. .,, SECTION I! GAGE GRAD?: :m1 SST STEEL HOLD OO'MI (UP " 1'-0' EL 1MO D.. 17,l~ 11.QlE;. :5£[ PROJECT GEO'![CH,IICAL EVALIJATI()j f'OR MCKfllL RECOMMENDATIONS, DRAtNAG?: RECQM~ENOAllONS AND SUEICRADE PREPAAATION RE()UIRD-AENTS. 8A(J(ALL AN) EXCAVATIONS SHALL BE F1ELO 1/ERIF'IEO BY THE GEOTECHNI CAL ENGi NEER, B 1/4" OIA, GRAD( 31~ :S'ST ST\.10 DRILLED ,!,NC TAPPED INTO ORATNG SUPPORT FRAME. sruo, HD( NUT HID WAS>ER Sl!ALL ALL BE :s,:1 STEEL GRATING SUPPORT DETAILS CITY of VISTA WP NO. l>E~CRIPTI ON CJr'f tl'IR '11) SCALE: N,T,S. C~TAL IMPRO\oEMENT PROJECT PLANS FOR: AGUA 1-EDIONDA I.FT STATION TWMPORARY -RQINCY aYPAIHI P._ CIP NO. 8125 vci:rs ,,.,,..., PANEL B (ExlsUng) MAIN LugaOrlfy(lO)--- PHASI! 1PM, 3WRI! LOCATION l!LECTRICAL RXIM BUS """ ,UC. 10,000 FED FROM MCC-1 MOONffiG Ftc,;H VA ,_, '.,._ " . ~ DE8CRIPT0N ~ .. 1f-'-f----,--.. ,~ "" ""·-~-· ____J__J__ "' .~ f--~" ,~ IIJIII.B't"""8. ~ .. ,-f----.-·· 1 ----,---,--""""' ... ~ .. ,,... f--~ .. ,~ ~'Ml.LL!)0;,1,.\.81' Mffi_., ____J__J__ ru ,I-!-f--,ir m 1 ----,---,-OUTSOEL0Ht1 -~ .. ,>-'-' f---·· ,~ """"''o., ~ .. 'µ.! f--,.. " ,~ IIA.n4L1&18Pf.81i58'8ffl8:: ~ ., ,,... f---, . ,~ EXF"-NR.C SU.LWl.1B'I.CONTIO. ____J__J__ ,, ,-f--,. ,, ' ----,---,-"" -·-· ____J__J__ w '"" f--..,. ,, 1 ----,---,-R.C.,,. ____J__J__ '"' f--.,,. " ----,---,-..... M.L·•-----• ____J__J__ ~ I" f--.,... 2 ----,---,- ____J__J__ ,"-' f--.,. '" ----,---,-~IC."-IM9llll&ICVFIE&I: ~ f-'-'-,____ ( .,,, r• ,~ fa::•a!CIPUMP'PI -~ " .~ ~ -'1" - '"' .. 3 Fm::c:RAi.f'S.'ZIIINIFMSE V/1.·0P~ l<(") 600v11.-NOH-o::M'ff x·oo .., 3 C8\ol.M>"-M"5020l' I P-tl.SE VA· U3tffl '111115 ~i'e. 10f"All9:8"T"AO.S (0 1~(:I-FfllST10KW•~(:l-8"LA/«2l 5118/201' 10 18 ._C,0,1,MEN'TS l AOD TWJ (2) 20/<MP, IPCi.£ AND M (I) 15.Wf> TPa.C 6"'EA<E:R$ IN DJsnNO PAHfJ. B. ru:£ 70 Ir/A~ CXIS71NO. llJO /t'IIP.IRMA11(»1 11:J 01ST"/NG PAN!/.. CWlrf'Ci'll'fY PCR PANEZ. SOifDIJI£ HS SHffl 0 SINGLE LINE DIAGRAM NO. l>E~CRIPTI ON CJr'f tl'IR '11) SYMBOLS & LEGEND MP, AVl'Off, /WPS AH-FUX Ai'? HANOi..l>IC Ct.WlTK!i. f'ANll. A r5 Alf ll;WA ITC TRANSffH $.+rTCH mff'/ !MCAK£/r =r (£) £,11.STTNC EG f"Q(.(PUcNT<lRWlrO (;'Ff CP.OI.INO FAl4f IN~TTNC (;NQ "1WNO VCC' MOTOR CONma. CENTER fol Nfl/T»AL NENA ~ IWMllGHT Ella.OSI.JR£ p Pl{ ~rw,')t Q(()R/1)£ "'"' w - HP 11t::o41HOfPffOOI' (lffKIE-IH--(J~ CO>lfflR.A 1Z" XM'11U? TRANSVlrT& GENERAL NOTES I. lh'E FCU.Df!IN!l w.'CRA/.. N07CS APPt.Y TO "'I.. El.EC7iWCN. l)'Ul'lfNCS. .2. INSrA/./.A new OF Cl£C~I.. Ir/~ .ER/Al.. :HAU 00'-/f'OR,\/ !;:7?( I..OCAI.. llcC\IU, 7X:W5 ~ TIE 2010 CA'JF'CRHIA EUcmCN. COO! AW() one co~ CCClS ANO ORO/NANCE,. ,._ 11 .9111.1.J. M ™' fllC11tiC!i C\W'i'lt....C:~":S" ll!9CWS~IUTr 10 OOTAIN A ctt.lPl.£T[ !Er (F' LW~ AND 'iOC(ffltA111:WS. HE SHAU. OIIE:CK i'li'E DRAWNa.S Of T1IE 07HER "1:llJE AND SHAU. l':JM.FVU..YRf.JlJ Th( ENllR{ Sf>COOC>.nOf,1$ ANO OCJERM/ll'E: H{S ~rlfS. F'NWR(. 7l:I 10 SO SHl<J. N01 R6..CA':E 1hlE 00','7i'i'ACT~ Rm'rt rowc 1n'C 'fM( IN CTJnlPI..Ci'E ACCORO,INCE lll'i'I,' lh'E ORA~ ANO S'fc./f/CAnOIIS. ,. M CONTIUCTOR '1iAU.. COOR£\'II/A Tr l,f.j IIMK Hll-l <m,n TRKJCS ia::C ~/~ ~ll'~Arf :u~~:r°mlR ~;Af'fM 6. 'lrf1(R{',£/f A {i$CIDANCY IN CWNf/lT'f M Sil( ~ CJlNO/J/T, tllR£, [QUIPlrlfN1 DN!Cf.S. C/RCl/17 ~l«[RS., rR!,NSFOOrtffi"S,. (R(XJN{) FAIJI..TPR07c-C11DN S151Elrl, En: (ALL MA~IAI..S, ARISES al 1HE ~NO/: $l::.ft~f:ltN::.::~~:'A:f, SCR\IICES RWJ/RfD BY 71£ S11i'Ci'EST COWJTIO/iS r«m:o C1i =~~~~:~~o;~ ~~~ ~CR, 7. lo/../.. CQN!)Uff SIZES AR£ l?ASfD ON CCPPfR ~roRS lll'lH ~~-t:~"'~ ~ o~~-~-C:l~w~ SHAU. BC lh't,\\l/7Hl'IN VNt£5S Qn-l[RHSE NQ7W. "-~ CONOIJ/7 SU SHN.l « J/♦", UM/DS 01Hlff'lll:st: NOJ?D • !/. INSrAU.. ALL EXJIJP/r/CNT. l..~'flr/G FIXNRE, DCW:ES, CO'.'DLJ/7 A~ r:moutT SIJPPM7S ro Ir/ITT S£Sol/C RfAUR{N6'/7'S. 10. 00','()J(T~Sf.HOl'IN~D/AC-RMtirtATICM Y. 11',STALL AU.. D:NDIIITS ro SYIT f1flLI CDNOtrONs. 11, PRO',fOE Pff(JPERI..Y SIZED LUGS AT Iii.. aRWlr BREN<lR l'AMEI.S, FM 111£ CCWOUCmrl$ SHOWN "itl ~r 1'0 TIESE WGS. 11. INSrAU.. AU. D:r£RIOR lr/OI.W1ED B.£.C'lRICAI. [QUIPl,l!N1 IN '1£ATllfRPAOOf' NE/IA lll o«i.OiURES. IJHI.E.$S OTl1£RHSE N01EZ). IJ. SCPARAi'E IN.SUI.A 1W [(J}lf'lrtfN' r:HJUNt!Ht!. OONDt1CrCV?, SlZED /'ER N£C ZS<r1Z2. ~N.I. BE PRO'lll!ED, INS7AI.LW IN rnE S-lr/C C(N{Jl//T AS Tl-IC CIRCIJIT CO\'OUC1CRS, R/R !t.L ~OER ANO BRJ,M;H C/RC(//TS, 14. Jtlf CDN11'1AC70R '$HAU. St/PP!.Y PO'!Cff i'tl AND M~ ~ 10 Iii. lr/Or-ct,S ANO !!JIJIP!rt{.N7 r,m;~ING fZ.IXMiCAL, /NQ.UDING N.I.. Ff<AC1/0NN. HORSEPOM'.R NOrORS. Ir 9-/N.I. r£ 7HE RE'SP~rY N 7liE Cl)\/11!AtTCAq 70 Rf.\'IE'lf 1HE lrl[C>-1~1. N-KJ PUJUBWC MAIWNCS FCR !1.ICTS. LJl',(S /<f'fO EQIJIPY!N7. I~ 00','NCC.1/0NS ro AU. E:00/A\tfN' FUR/t/lSH!O BY Oit'f'!RS SHN.I. BE ~A m:J. THE CON7i'i'ACroii' SHALL 8{ RfSPONS8/..E roR OOfAININC MANIJFAr:nJ~R"'S SWCP ORAIIINZ PRKJR ro R«JCHING IN N.L CONDIJff 7tl 7H/$ ECNIPWfM. 16. ltlf" CONfflACroR '$HAU. ~ ~PfA'/Sf/1.L roR All. 11'1(NCNINC ANO IMCK 1'11.1.lll'f. AS ~D 7D ff.M'rYf/,1 li/S lf(;W(, A77f:11'71CW IS CJil.Ef) ro ™E: FArr" 1HAr 71GE ARE CXIS11NG IJHOCRCR<JUNO tmurr ul','(S_ i'l,'E CDN7i'i'AC'RR 9-iALL IJSC D(mB,t! CAUnl)\/ '11/{11 1R£:NCIIING FOR HIS r,,:;-/!K, 1n'C ro(IRACTOR WI.I. 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