The URL can be used to link to this page

Home My WebLink AboutS_5218_SPUBLIC WORKS DEPARTMENT WASTEWATER PUMP STATIONS REHABILITATION FOR DIAMOND AVENUE, BACK BAY DRIVE, BREN TRACT, POLARIS DRIVE AND HARBOR RIDGE VICINITY MAP ,.gt TQ $CM.E PROJECT sm, DIAMOND AVENUE BACK BAY DRIVE EMERGENCY TELEPHONE NUMBERS -s::i-··--CClll;1~0F'RE£ 11111.11.111'1 227-2600 l'tllO WOIIKlHG DAYS IKf0RC YOU OIQ BASIS Of COORDINATES: HAO 13 ZOt-lC t (Ol't~ COUkTY P£l,L. TIM[~, GPS) BENCHMARKS: HAW S8 (ORMc;c COUNTY Ru.I. TM[ ~! CiPS) C-3804 ~CM]):___,PU=ouc=""""="'•"o=1RE'-"CT=OR,,....,R"'c"'.E.'"'.o"""'.J6=100=- ~ovt:&"'o"'e"'NTY=l'WD="'1crrv=,.,,"No"'"'"Wt=""'•"'·c"".E.'"'NO.=-,c:,..=-, LOCATION MAPS NC)f to s6ill ~ SIANflC CONSUlfa«I IHC.. ~_);" """.'""'"'"""' aYNl,CA 9'2~11 StallJ!,c 949 92.:J.6000 OA'lt: ___ _ 0 ... 11:: ___ _ Aff'l!O'tM,RF;CQr,MJC:O: &'.00..JltJIIIDOOI "''"'""""' ~~ -----,~~-----, SHEET INDEX .,.,,, Sl!Ill...1lll.£ 111\.[""" HOltS. lCc:ot0 NIO ~ S1'JruCruPtM.. 110Tt$ ,,,., AMR(\v,T-,,,s ,. S'TNIONtO o.tc:l'JbCM. ~ UXoCNO AHO A88M.W.'OOHS """""'-"" Ol,l,MOHOA\9«PS-DtMOlmONPLAN DloWOtG~PS-sntPVH 0IAW0tCt ~ PS -D..£Cfftl('.AI. !ff[ Pl.AH CN,l,MotG AVb«Jt P$ -tL!C'f1IIClti. «A "'40 OCWOU1'lcN l'UHS- OIAMOtG A\t'.t«.C PS -'SIHCI,! UNE 01,1,CRAM. 0.MTl)NS,, ~00\.ES 10 OW,fOHO A'4JU P$ • ('()HTJl:Ol,.S • ~ II ~ A\~ P'5 • eotffllOl.S • 2 ~ 12: Blt,CX 8,1,Y 0Ato'[ PS • otlilOUTlOH PUN ll S1rOt 8AY ORM: PS -Sftt PV,N 14 e.r,c,,: 8,1,Y tlRM: P$ • ru;C1RIO'I,, SJTE f'\.A,M l:lo ~ 8AY ORM: PS • tJPPOI l£VD.. a..tC'11l:IC,I, P'tNr5: t& (IIO( 8,1,1 ~ ,s -t.OWCfl LML ~ '"'-ANS-11 MD: ai,y Mr.f. PS -~ I.K ~. D.lYAnotlS, SOtm..l.lS IS MCI( 8,1,Y ORM'. PS -00NTR0LS -1 If f;lof(X 9,1,Y 0RNt PS • 00Hl"ROlS • 2 """-"""' 20 lftDI TftACt PS -O£M0UllOf.l l"LN' JI MO! TJt,l,Cf PS -Silt ANO Jlf"9C '1.AN 72 ~ '1tACt PS -S'TATICH Pl.NI U eRtM fR,l,CT PS -ST.-.TICff stC1'l0NS I 24 IIRO,llltM:TPS•ST,.TIOHstC'TIQNS■ 25 llftOlntACTPS-f'flOfUS 24 IIMH l'AACT PS -S1JIUCT\JM.. "'-»I 21 MO,lnw:fPS-1'01.MMTION~ltOOffll.AH -is UR(HTJtN:1'PS-STIIIJCT1.mALS£t1K>MSI 211 IIRtNJJ't,ICTPS•~S('CflOHSI JO ~TitAC1'PS•SllllJCTVIW.'S(t1)QNSII J1 lftOI Tllt,l,CT PS -na:n;,c,.._ sm: ANO fXwouno,f PtNI 32 ~Tlt.-.c:T1'S-tl.£C'IJIICM.SITl:l"Wf .)J Bfl11,jtftAC:tPS-SIH(,(.!:UN[~W:VA'nONS,.~ .)<C ~TRolCTPS-C'OtffllOt.S-1 J$ ~TJt,t,CJPS-CONTJIC1'.5-l __.... J(i POlMSDfmt:P$-DO/OUTIOffl'U.N J1 POl,NIISClltM:PS-SrrtPLAH J,8-POVR1S ORM: PS -F"Ou1c»:noN Pl.AH ,iJ,,1O 000A S0tEDU.£. J.9 PCll}ll!S 0Rf'4: PS -EMQ.OSURt SE'Cl10NS '40 flOlNl1S ~ PS -£HCI.OSU!itt fUVATit'ffi 41 POWttS CftM PS -QLClRICAil. Sir[ P\N>I 42 P0Urll!SMM:.PS-filCflltlt.M..Nffl~l'l»a ,t.l P0Uln$ CfcM: P$ -SIPal LM!'. ~. QlW,TIONS. SOtC0tA.£S ._. POVf1!5(lAA'CPS-OOHm<llS-I 4$ POUll!5 ORM: P$ -OOHTR(ll.$ -2 .....um: "'~lltC)G(,S-00,J()Lffl()Hl'l,l,H 47 KNtaORiraootPS-$fl"tPlM ~ ~Rl!Xl("PS-£l(C'l111CM.NCl0£MOUOOHF'INIS <$$1 ~ RIOQt PS -SH,IJ; UNt [)W;AAW, ~ATltHS, S04UXA.£S tiO ~ RIOO(: PS -COHTTQS -1 tit ~~ll'S-~-2 __,.,.,.. ~ 0(1,lrA,51 $) 0£T.-..S • &4 DLC'fJnCAL OCTMS 55 S1JtlJC1'IJIW.. CflAl.S l!,6 STJtuCTultAL ot'l'M.$ ~, $MUCTUIW..otrA.U $8 STRI.IC1UIW. 0£1',l,U Ml ~ OCTAU &Cl ~~~~tc>i(;W,Tl(;S C-3804 WASTEWATER PUMP STATIONS REHABILITATION FOR OlAMOND AVENUE. BACK BAY DRIVE, BREN TRACT, POt.,JUS ORNE ANO HARBOR RIDGE ,l ~ RC( t6:11 AWSTNf!On'~ r:tSl.tO;IOHCIRA.':, t.l O<Mio 0,1,1[; "' " TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS OEPARTMEtfT S-5218-S """ 1 .,.50 GENERAL NOTES: I. 111( COHTI\,ICl'Olt St-W..t. 1Nlt ALL PFttCMlnOtWIT MtASVRl'S ~ TO PROT(C'T ~ l~ ~ Nf.f. TO ROiWt IN PU.Ct, f"ROM DilMd. Nft IMPRCMMCHT$ 0.,,,U.,00, BY TH£ COlftRACT0A"S CIF'f;PATI()H$ SlWJ,. Bf; txPE0fll00SlY IIO'AIRU> 011 ~D TO !Ht ~ ~nYACT'ION A.1 1'HE COHTlt.-cTORS Dl:P£NSt "1TMOOt 00MPO&JION. """"""'""""· 011 M£ASI.IRt:s NCCES,S,l,R't nlff ~-O:ISJN:l UNOOlCR(IIJNO un..mts 11!£ 5M0Mf AS POt Awua.£ 1E:OROS. M ~TOR $WU Sf; R£SP(ltC$IIII.£ roR \'OW'ltNG TK AC:JUH. UXATIOH NI> D.lVATIOM 1H TM: na.o AT Tl-I[ ICCINtlNC Of' -J. RtWOVAL ~won OIi: ~ 11Q.0Ct.TIOM Of O:ISTINQ pt>D OR U'1'1TIE$ 5KlrU 8( SCHmlA.m WITH THC CtrY lll$fitC1'0ft TO M'0IO UNM«tsSA/tY OISRl.$'TIOH or PU.., tt•T'IOH '"''"'""'· 4 Cl(IHnW;T(lfl SH,lr,U. f1D.D '40llfY AHO ADJUST tu\',UIOHS A$ Rt~ TO li&All«AIN ~ R8.AD0NSHf'S O£PIC'ffO IN M CfWIIHCS, ~ OCIHTMCT0tt SHH.!. !It RtSPOte5111l.t~ INtfl.t.TINO. WM(IAIMIHG.NiDSUPt:fMSINGN<lNlf. MON!lOIWl:l, ~ WMU WOIIJ( ~ 8l>fG ~ c-t. IN OR ADJ,1,C0,11" lO #1' Of' 11€ DQ,.OSfl) SPJ,C(S. &. 111E c:c,,,mw;tOR ~ COIM'lY W!Jl1 Sf,.T[ OCPNIDiENT Of HOr1.:nt SDl\l'ICCS CRITDIM rot THE SQ>AAATION (If' POTM!l.E WAT'Ell ~ N(t S,,\>ltAAY SE;WtR5 AS 5tf t0lffli IN SCCllON N&.J(),1'r'ft.t220,1"£~~tM:COO(. 1, ADJUST AU. ~. YM...t: BOxtS A1G PUU. 80Xt$ TO fll5'C GPJtOE UM.CS$ OTHER'lltSt SHO¥i,t Olt cum:tto, 8 lHC 00NlJtACIOR stW..1. NOTIFY l"HE CITY ltC5P£CTQR AS SP't;CIFIED 71 t«JlJftS IN IDlliHCE. Of" MNClfC. Nf1 OCNNCCTICIN lO AN llCfM. PIP£l.M!: Oft UTlUTV 5"STDI, ~ 9W..L ftCCCJV[. l'l➔t INSPt~CONSOfl'WOR(l'ft()'XON;I. I. »It (IC)fffllAC'IOR 5'W.L S()lfl)ll,U" ltiOR W<MK TO C<lHTHJOUSlY ~~ f'UliF stATIOf+ OPWTIONS AHO $1MU. MOT I.HlfJI.Y Rt$TIIIC1 PllM!P' $'fATVlH MXt$S OR CIRICut.Al'lOH. IQ. tMC 00N'ntACtOR 9W..L PflltMD( MXQUl,rt SN-IIIM'V ~ f0III: IMC ust 0, ,l,lJ.. PCJtS0NS AT M CONfflllJC'fl0H Sm': Of »IC 'll'0llt<. SUCH 0l:leMNICNCa ~ ltlClUOC ~ TOIi.ti'$ OR -~ CI.05(i$ U)CA.TD) AT N'f'RQl'Rl,l,fE lOCA110NS. AT COMP\£TlON or M WO!lll('. ALL COfMNIDaS SW(.L IE flOOU> NI:> 1Ht SIT( LDT IN $.lflflNl'I" CONOOION, 11. tltt c::c,mw;toR 5KliU, PRIIMO( AT 1lOt 0WW COST AU, EUC'IRICAI. POWt'R NEC£SSlrM'I" fl)R CONffltLCnON, Ttt!INO, C£N0W. NID stCURn'Y ~ NfO M..l. ODO Plnl:POSU. WHffltOlt ~ nfftOUQ4 ltwOfWn' OR~ fAQ.IOCS, 12, IDCtS11f'tO PPIMO [Ol,IPM[Nl' N¥J ~ AA( $Ht1WH AS UQH'L'--uNED OR ,cREE:N£t> ~0 M£ N01tO AS eElNC OlSTING. Nty PIFWIO, £QW'>WENT ANO ST1tt.lCIURC$ NIE SN'.)w.<( CH 1'HE DltAW'}«.S ~ MfAW-UtO. IJ. ALL WORt( OUAIUll QH 1KSt l?\NtS TO ~ ~ \,IQ;R QONmJrCr 5IWJ.. OCCPT A$ OTKRWISCSIATtnlhlMaT't"'S stAHIWl:OsPECW. l"AfMSIOHS, ORINTHIS~ SPUW. ~. 8C 00tlSTRUC1tD N JtiCCORONa: ¥im1 'SIANtwlU ~llONS f"Ofit PIJ8UC WOP):$ 00NSTRUCl!ON."200J u,ttlON.~ 14. twE YIOROS itmAI.L"AHO UlN$tltUC'l"ll-l nft Pl.AN$ AHO $P(ClflC\noN$ NOICAlt nW' 1)1( eotmVCCfl' s.w..L f\lftf«sH THC SPCCIJ"ll> [0UftlOIT" 0A WJtJl:W..S N.o ltffl..U. Oft ~ THO! IN PViCE. COMPt.£1£ MIO ~ VtU:5$ 0~ £XPUCm.Y ~T£0 ™"f M MAttAW.. es ~ B'r tHE cm. !"i TH£ W..US NCI f>a fY Al.I. O'.CAVAllON!i CRr.AnR THAN rM" (!-} fn:l 1H O£l1fH SH,l,LL IE O'Ftt'tMl.Y GlWtOt0 SY A $M)ll!N(I ffl'TEW, SLOPING' Of THt GR0UNO Olt 01'H£1' OOUfVJlriL£NI' ~~E!~=~THA~~&~~w."Far:~ 16. ~$1:-'-e.AL.1:.. A Pl'RMtf to HRm!M txe,\VA'TW)N M ffltHCH 'IQII( M 17, M OONT~ SK1U P!l:C'o10C NflJ Wol'(f~ f'PAfTIC ~ Dt'W:CS A'/ Ml ft.€'$ 1H ~ YlfTM ntE 5"CQlil. Pt10Y1$10HS, TI< WAl.CJf. MANWrrl. AMO AS DfitECTtD BY 1li£ ~IID>fl:£5£Nl,t,TM.. 18. ~~ PFtSANO R)ftlCOU,IN SHALL BE: BE110tO IN "'1CORO'MTHCJTY OFNtWPORJetA(:1-i STl>-10&-t. ,.,_, ctTM.S OH PUHS. 19, AU ~ JOIN'lS 51-w.l et llfSVrUtD WITH RtblhOt GlNIDS. 20. M COHfRACtOA SH,l,lJ,. J«>fl'Y THt Mt ~ 4& H0UM IN llNNtt 0, SI-IUITN) °" Nff rtM: Hl'1:IIWl'TS, 21, 1'MRU$T 8t.OCltS St,W.L It INSTAU.tl) OM AU n:MitCt iWH Nil> WATCII: W,,N mTINC,$ IN ~ Mn4 1K art Of NOtPOIIT IJlf,\Of S'I0-510,-t. 2:l. AU F1.Na:D ~~et JOINa, t.nl.lZJHC 1YP£ JI& S1MtUSS stttl.. HUl'S, Wit.SH~ MID HOC-Hr.AO 901.T'S. c-st(ffl S>W.L et: nu rAIXO. a.oTN ~ 8UW,-N-JM!l8Dll 2~ fUX MO ~SfflON CDUPUNCS USU> 10 JOit N"£ IN ~ t.WN OR F0Rct iWH CONSmlJCflOH StW..L lio\Vt ALL Tl«uttD PNttS AHO ,1(XHN) KlrA&WHlt FAMICATm F'1'0M M'£ JII Sf~NI.DS STtil. 2:4, BOL'JID CONNCCTI)ftS f~TtO fRCI.C M'C 316 5'T,l,INl,CSS stm. $MM.I. ~~ TMRIW>CD P~ 00,Ut:O ~y 'llf1H Nt ~ AHn-sazt fXlMPOl.ltC). ~. Ail IK)l'IU)N'J~fASTO«JIS ~ 8(1.W«,FACnJRtD IH'Tl< UNlfEtl SJATtSMIO SKaoiA. QDNrQRM TO THI: YNIMt.11 fttQl.lll!Jl0fT F'0R $1'1lOIG1'H. WAT£1llAL COtm'll'UCTl0N NG ~ M [SWIUSttO) IY DI( ASlM Nf0 M NtSt Sl'CCft:AncM. H.I. f.-sm«:RS SI-WI. BE NXOMP.tHEI> f'I' WRmtN ctR'llflCATION F110M lt£ "-'NIX~ 2:C. THI ~ $HAU. ~ MJ. $10£WM.K$. QJRUS, WTTtRS. PAWG. ~ =T~~~~~~lHC~~"_. ~ "'™ Tl« ~ QTY Of H£'WPOl'f BtACH STAHOMDS. "· ~~~~T~~~~~~~ 1)8[.f't>NS~THE~.-c,Mto. @) Dl8AURT GENERAL PIPING NOTES: I, Lo\Y ~ 10 ~ OffADt 8£fllltlN NOICATm n.tV.m'JH ~ i11iMLM 0C7.ot SKIii.i. Bl: t.a-MCHE;$ Oft 11) f'1": ~ WHlCH(VtR IS C!iltATtR lM£SS OtHCRW!S£ SHOWN. 2. Slzt OF F1TTt-lCS SHOWN Ok ~ SHAU. COfffll'.:'5POM to AOJACOIT STIWCHt RIM Of li'l'C,. UtU:ss 0nl(IM$[ IIIOIC'.ATID.. M'C Of" .l0INf ANO m'TIHC MAT'OtW.. SWrl.L 8C lHC SNr,1£ AS~~~'ITIWQfTR!Jt,lOf'PFt. J. LOCAT'IOH NC) MJt«R OF PIP£ ~ $HOW!<l 1$ ~y .lfflflQIU.MATt. ~ $1PPORl ~ SH.IIU. ll( DtttRWINEO IN TIC '1£1.0 Ni& ~ 9Y THE INSPtefOlt ~ ,0 INST~ ~UW SP~ $loW.1. IIC AS~. •• ML NXl8l.l CONNCCTOR$ Oft ~ COt.lPlMC ~ .$WOJIIH ON ORloW'IMCS 9Q.OW ~ S1WJ. K ~ wrnt 1MIIIWT 1l0, a.oc,,:s. OR JHCHOIIS UN.tsS ontONISl NOTU>. nRJS1 PA01'f.C'f10N SWU. IIE AO[OJ,\11; l"OA 1H£ TtS'1 Pfl£SSURtS 5f'tQF'ICO.. ~. S'niBOt.S. L£GDCIIS, NIO Pd'C USC IDDmFICATIOHS ~ ~ SIWI. It A:U.O.m ~ nte: 0RAWINQS. ~ ~ A&J. OF tHt Y,WCQS ~l10H$ ARE NOT ~Y~filMt~. 6. AU. PIPt«:I 5PtOf'C to llt ~ l'tSTtD. D«P1' n.NICCO Oft ~ PIPING. SIW..l. 11£ PR(M[)[I) MTN TtflUSI' P5tOltCn0H AT AU OIR(CTIQN CtW«S, UtUS,S onowrsc NQliD, SU: tHRUSl 0(tM5 N.tl NOTtS 0N ~ 7. fjlJwB£II: Nffl LOC,,\l'IOH ~ l.NON$:SHOWH ON ORA~«. OM..Y~f[. ~ .«ill UN10HS NEC['SSNIV tO fACUTATt CONYD«Hr "°'10'1AL. Of" YAL."6 ANO MECl-wtlClrrrl. [QUFKHT, 0. ~ ~ IFt' IHC CfTI' IMS1'CC'T<llt. AU. PIP(1.tO SH0'IW ON ~ fO EiC ~ SHAU. Bit PROPtRI.Y cvr #IO PWOCm wm+ NON•MtTAUJC caour Oft ctWorr CONCM:lt AS SHCMW Otl M ~. SECTION AND DETAIL NUMBERING SYSTEM c -.... ..., ..... """"'-:t.QNOWC1i1-Jn«ssten0NIS _,., l. ot'l'AIC.$ Nit OflOSS RtF'ERt~ IN A SNLAA -NCR. SYMBOL LEGEND SYMBOL ,Q-"""'""' . """'""""" .. """'""'""' 0 $T~Olt,littlWIHOtl O o oasr. Miri...OU: -to+-DOS1',nrt[Hl'OJWff ~ PfllOP. FW lfr'OfWff -"""""" W,IJffl"Oil,.~ """'"' ,._,._, "'" SYMBOL Q!I ll0fffiC LOCAOOH 0 00$1. MfflJt l'IOX 0 PROP,Ytml:80X ~ ......... ----OOSTIHOCONSntl.JCTlCtl -·•-Jl1IICIP£Jl'TYI.K ------+•-Ctl,-10!.M( --s---SOl'Ot\H --w-•mt UN[ --..o.--GAS !JI< -C-tu:(:rRl('.lrt.l.M -T-m.tPW0Mt I.N: -CAJV-. ~ UN( -~ SA!INtU:R MtO,t -,c:-,c:-x-ro«:t ~=-"-"""""- COIi: Tot.L rRU: 1-800 227-2600 I ~'""'""-'"'-~· 19~(lffwt: -irw«.CA"2618 stlnliK 9.t'-923.6000 T'N0 flMXIHG 0-AVS lltf'att ~ ~ .. ABBREVIATIONS ,.. """"""""" ltlri ,_ MlJ(J VM.vt: J,t:;ft AS8tSTOS ctMOfT PF'E "'_,_ 811' tw;:K OE' WM)( t CENTOl1JN< CATV ~ lV CD CATCH 8'I.SIN cf' CURB f,tt ~ ~~~~"1Tt01'1"[ eta ern'OfNDIPOA'rlCACM Cl. cv.ss cut <WI< ~ (:IJR8N«.Q1ITTA on DAY '1M 1"CKtfCSS o..rc ruer~ r1" met or PA.VCMDn CXl$T/tll/(t)DJSIWC M f"lN<:t n: """"'"""' flt f'lltHYl>IWlt n. !'I.OW .... "' n,,a:-c "" (;{ CATE YM..vt. "' '"-"l<lll<NC G[ """"°"" .,11:T 11tON l'ft .AND T,C U WT/\,K:Hl ""' --we w... eox ... _.., IA.I M[~JQef'T WI_N WINIIIJW " ~ "" "' -oc P8 PCC P< ...... ""' ""' R<T ""'/'I" .. ""' . ss sco SMll "" .. s SC< ,. " sn f 1'1'{ffl) UC UTil ":I" •I "' """" .... .......... -NCJl'TOSCM.£ ..,..,. "°"""" =---..... .. , """""'""""-"""''"° -POU'Wffl. CM.ORIOC PIPt RONf'OlltC(D ~ PF( "'"""" AIC),f'T-Of'-""-T """' """"" ~_, st'IIOt/S1ANlSS Sffll --...,._,, '""' °""""""'"""'" C-3804 WASTEWATER PUMP STATIONS REHABILITATION FOR OIAMONO AVENUE, SACK BAY ORIVE, BREN TRACT, POLARIS DRIVE ANO HARBOR RIDGE NOTES, LEGEND AND ABBREVIATIONS CITY OF NEWPORT BEACH 5-5218-5 PUBLIC WORKS DEPARTMENT om 2 .,50 Per RFI 44 / Key Note 9 Andy Tran CNB PE 08.10.10 - Here are the following responses to the questions posed in RFI #44: Question 1: Sht. 3 Structural Note 9, if we use this formula we will not be able to fit all conduits into the back of the 24"x24" pull box tflat is to be mounted underneath stairs per sheet 32 note 1. Please advise. Response to Question 1: Structural Note 9 on Sheet 3 states 'The minimum clear distance between. pipe .penetrations shall be 3 times the diameter of the penetration, or 8 inches, whichever is smaller. There are 10 - one-inch diameter conduits going into the pull box. Per Note 9, they should be spaced no closer than 4-inches on center. It seems that they should be able to fit into a 24"x24 pull box, if stacked. If not, the contractor should use a large pull box. Question 2: Sht. 3 Structural Notes 13 is contradicted by Spec. Section 1605013.0210. Please advise. Response to Question 2: Structural Note 13 shall govern, except for electrical conduits 1-112 inches in diameter or less and where the wall or slab are at least 12-inch thick, and the conduit is placed in the middle third of the wall or slab and spaced with a minimum clear dimension of 3 times the conduit diameter.. SJBUCI\/RAL NOTES ~ 1, ~~,W)~ut:~~~~~ 2,C0NSTll'UCtlOf\SHAU.wetT1lC~OMOl1ME200fl~DI.IIDlt: ~(~~ =-~EXW'T 'IIH(R( OTHOt APPUCA8l.t CQOG °" J. NOlllN(l: ~ Ofl CMTTm nt0M 1ttl:SC ~ 9WJ. ~ H COH'l'R.frCTOft nt0M F1Jl,L Ct'.IMl'\J,l,NC WIIH AU ,lff\,ICl,OI.£. C00U ~ ~ 4, THE OCfifltACTOfl ~ 1$ Rt:SPCNSl8lC fOl't J08 5l'TC SNUV. snt Rt.VO' Of H CONST1llJC1lON BY THE DfCIHCDt IS ro OETtRMNE: CClNFtlfNA.NCt 'llmli ntC Pu.NS A,!,o, SPCOflCATlOMS. rT DOCS HOT' DtOOuPASS W!TY P1tOCUUIIES Oft OPOtATIONS. ~ wmoJJ oca.usa0N' Of" Nff illU'EROQ: ltil M CCHffllVtTION' OCJCIMCNIS TO N(f IIIUl.t ~~~~A.S,'$UMHQ Nf'f ~ or'~ Of •• STRVC11JRtSW,1j[~DCSl(;t,O,fOIOPO!AJ10tKLOl,[)$CflTIC:OOMPlml) STAUCNlltS. ~ COHS'l1l1JCn0H. ElftOt:I Cfl SHORING SH,\U. $IJPf"CIRf S1llVC1Vf;£S ~ OCCCSSM:: CONffll'I.ICY'I LC,l,0$ ljAy OCCUit. ~ ""'° SHOM,l JltOUll!DltMS Sf-W.L SC AOCCPtMU. TO ff CHClt<IR. 7, SO: .Ail..L 01KR ~ DOCUwrNB FM M:Q.m, tiff ~ COtO.J1'tS r;w:i: CJTlitR IJiM$ TO IE OleDXl[t) 01! P.ASSC:D ~ TI-I[ COtOl£Tt. i,, ~noNS n«OI.ICl-i W.MlS Oft SIJr&5 LB$ ~ 12 H:K:S 11t1 ~ MAY NOi 9E SHCMtilONMS1AOCT\llfAL.ORAWH1S.. flD'Dflt}ASSQQATil)~f"ORLOCA'JIONS. Iii. 1HE ~IWUW Cl,£A,R OIS'IANC(. ~ PU!( JlfJ,l[IRA.~ SHAU. fll[ l lMf3 1J.1: DWfE.fflt Of M P£NnAA~ M l!I 1NG11£S, ~ 15 SWAl..1.[R. I~ mTTtJI ~ !ilWJ. II( UStO FtN1! ~. DO NOT '5CliC.I: Dftit,w,~ DIW£NSIONS C0tffllOU.Il> Br Ofl IROAllD 10 .w(~ NG~ D..l.CfRICAI. SHAU. Bit ~ BY IHt" ~ PlltQft TO <XJNSTii:VClllN, N«J u.tcnncAL. ~E;NT SUPf'(Jfffl:, ~ Of'OIINGS. ~ ~ HOT '5HOWhl Otil M DMWM:S SHAU. et PRCMCm B'I' lH£ COHfft,t,CTCN;i Pfll'.IR "'""""'- SIWJ.lll;:FUDWJUFUlo111'11C~.SHOUI..D~ OCCUR. n.tCf StW.l. llt ltl'.SOL'ofD WITH TH£ tMCINt:£11: AT Nil TO THt OWtQ. EllJ5lH; FUD CtJNOm0NS AT ~ ~ n« ~ TO K -"'l'£NTIOt4 01' TH£ CNCINttR 8ttoflt Nff nJRtHeR OCT.AU SMOlilff. [V'[N n-ioucH ~ MAY NOT 1111: c.,um CrJT THt'fAPf'l'I'. y ~ OIi: IGCAlil) 5)WJ. B[ ~ ~ TH[ lt£Slt[CTIV[ WJtRw..S °" C0tDtJ0NS. rocmNGS. fl00R SUBS. <XIMCllfT[ \ltlMXS. THE 80TTOMS or AU. De\'l"TQIS S>WJ. BIE LE'oU. AU.i'.lt9ftlS.Oflffllt!IGHWAfftA. ,, w,.0£ ~ 5IXS or SllAU. Bt M NP,T AND CCNCRttt PO.Ire Dtll[Cll't AGNNST M DCAVAllON. .. f t!i 11:fCUftCD,, M 'l'l!!HCHrS S>W,J. 1!1t txCWATtOWIPEDOJQilOPUUTM: ~~M.OffOR.\IS. IL pffOWl£ a«.NIRIHO FU BU.OW FOOTwc; ~ 5U,a, ~ FlU. SHAU. EIE: COWl'M:'T[D TO A IO'lbAIM Of ~ ~ llltU: COl#'..cntM AS flt1!RW1NrD Irr ASTV 1t'Sl w;JH0001507, SPfCIN-lr«SP£CDON 1. UN~ M00f'O '" tH1S tOtt, ~ INSf'tCTQil IN~'fiffl-lMRf0UlflfMOff'SSEJrOfml ~ THt RJUDIVIC. ITtWS, AS A ~. ~ lJ-.~~MIOIS-lHE~~ COWPtwa Wint ANSI-Mt.12-1977. HOC.£ 0£PTM ~ ~ 'YtWlCATlOff Of NOOI ~MIATllN 'llllni M MMV: INST1U::TIONS NCI ICeO f:VAWA~ RD"Cffl_ C. 00NCll£fE -1HI: kSPCCTOlt SHM.L. SUPOMSC 1111[ l'fl:IPARA C(M>Rt$!;k)N ttst ~ S1JM> rm. ~ ue; ~ PUiCO,OIJO,~CONCM1[. D,11£JNFCRQNl';Slm-M~SkAl1.INSPECfnt! sqts,_ UJCATI0H NG Sf'ACING P'IIOJ TO Ct.DSIHll n-E: R:IMSI 0A _,.....,,,. t. ~ N«) GIW»IQ, I. R£JHFalCMl $TID. 5WrU.. ClCWOR\I TO Tl£ lATDT [L'ITIQN Of" "5lW. SP'Ctl'lCAnoH "706 OR: ~15. au.DIE 150 ,.,~ ~0/=~ IN~ Mn4 M ~rm CDfflOH J.RS~ SW(.I. M4 1HC F'«UJWitolG' Q£I.R CONCM'ff: 00'4:R. lH.t$$ 0l1-ICRWIS(HOT'UIOHM~ t. SPUCCD !WIS SIIW.l. Ho\VC A CIA$$ 8 WINMUM IA AS $l>C0IF)£D IN l.Alt$T tDm0H Cf' ;a 31-5 OETAll.m ~ AND IQ )18 CtW"TtR 2:1 IINl£SS OT)CJIWIS( ~ WIH£$IE OCMrPJcT CNXllW£HT"$,'fl'Htlll': SH0"QIOH ntl: ~.M .. ~ I.DCTM A\ C&tt[I) IN THC stNI~ OCTM.$ tJf nct ~ HOOIC5 0F" ~ S1UJ. ~ o:u,.y AO Jl"-:i-~ ~ ":o ~~~ iu-:ORCU.i;; 9WJ,, fAl(E PREtU181Ct; c,.vr 3,IN a.st:S WH£M: ~ !!NlS CNNJT BE ootHDt0 AS f"AR A5 RtQ!.IRm M TO 'TH[ LMTrD IXfflff OF 1HC A1),J,t,COfT ~ ST1IIJC1\JRt. nt[ 9,1M iKotiL1. ~ ~ FAR AS ~ NIJ ~ l(RVfNllmJ W!ll1 "ST~ "301(. I. fl!'.INran::£0 OOtlCREIE 5HAI.L ~ Ttl THI; Al:J ~IION Jle,-99. 2. ~ Cu.>11 stW1. OONfOftM TO ASl\il C-1~ 1'Y'P( I Of! I ~ OHC IIMHO Of C'E)fEMI SI-WJ, i.; IJ'SUI, 1HR(I.OtOOT mt WORI(,, l. ~ ~~~ CXWClRM TO AS™ C-J.l. Di£ WJQt,U,I 512l ~I[ "-MDCINC 'IU.TOI SHAU. -8E PDfMU WATER FRO: F1'CJl,I IPWRIIJU5 .AM0Ut(T OF /ll;Q, ~. ()lllono: kAil!M:M..SIJMlolHC:a. WAIDISI-W.1. BtoetMNm m""1 LOCAL IA.rTY COWANY UQt$ UNI.GS lH£ ~ ~ >HOTHIJII ~ S. Jllr. tNTIWNOO ilDWmwt!S SIWJ.. COtFORv tQ AS1'M CMO. &. C!JlfflC. CQWPOUP,IDS SH.lrl1. ~ TO ~ CJOt ; II' sw,u_ 8E flE OC)NTRACTI)R"S IIESPOHSl8IJ1Y lO ~ 1Ht WNMJM RmlJIIOIIDIJ'$LIS'TrD80..CIW.eotOff-coHTDITSH.lrl1.Kffi1CMA5£1)04Rf!W usrt0 IF~ 'JO OVTNN Tltt USTU:I ~ srRO«.TM. m>< SlllUCJ'VRJC.fXIHeUJ'tWIO 8. ML CCtlCRllt St-W.A. ~VC ..... ~r-AIOO or 4,0 +/-1,0 P£RCOO "i M.l CCl«:f!CtS>W.J.8£ TR.lrHSIT..xt:D IN ~Wl'l'Wot.$Tl,l,C,.19f 10 TIWM '°8> eclHCRET[ StW.L. BE~ rat HCJT l£5lS TIW,i 10 MttlJTIS TOl,lr,L Of ll1ilCH NOT lfS5 1tWi1 J 14'~ S1W.L IE ait Tt£ 511'[ JU5T F'l!IOR TO ~-WOO~ ~ et CONTINUOUS 'lll'llH tMJ MtRRUPn0NS fJtOU ~E TIME TH[ TftlJCX II! f'l;.tD LML T.: ~ rT IS OIPTIEXI. C0NCRm StWJ. et l'VICW wm-tlN ON[ ~ Of" 1H[ 111.fl *lDt is ntST Al)l)(D, ~ 111:x: CONatm S1W.L NOT EXtaD A~~ tlf" 70 ~ 'MJHOUT N'PfV/",L Of 11-IE ~. 11, ~ JOftnSSI-W.LHOT8Cf'L-aDIJL0CAllONSOMlt ~'DtOSC SHOWN ONTHrORA:JrWGS'fflHOUT'THE F'RIORAPPRaaW.Cf'ntE ~ 1'2, ::rm~~ fJ/F ~ ~ H.\VE J/'° WJNN\.IW ~~ UNl.£5$ ll. ~ ~~~~ffl). Vll!AAh)N 9Wl.. ~ UNTIL WArtR ~ 14 ~ OCM:R('l'E•.-.U.S IXPOStD TO~ SIWJ.Kl.'wEAw.an:R PM:IOP"CO..~ 1H ~WIIHTK'.Sf'tClflC'ATIONS,. 15 ~ 5lMI ON CRfa: 5>WJ. B£ UNOOL1ti1t litt A 6~.._ M0CffliRf a-MD. M MIJIS1llRt ~ ~ et ~ S't ,r Of' CI.U,N :we CQNCROf NfRtP8S \. UST__, N0101t IIClTS. S1W..L CONlllf!M TO A,ffij "'307. 2-~ ND«lAS ~ 00HFDRM Ttl MAHIJF"ACTl.l!ER'S Ri'COMWDOillONS ANO lMt .3.. ~v:o. C80 R£PORI'!. NtCHOR$ W1blOUT ~ft tall> fttPOfm SI-W.1. t. CONl'RIICTOR Sl"'U. IJXATt tl(IS1H;l RC1o'iR USN;': HQN~ wtrH005 ~ lO DAIJJNG HCUS f'OA A0HtSN[ ~ JlrOAl$T ~ ot ANCHORS fO 1i1SS o:JST»tC~TtllALIIJtr.!EltROF"AHQOtS~stW.l..8C£01.1'4.lO 1IW.J 1$ :sHOWN ON TH£ l'.IR.l,'#IICi'S. ~ ~ ~ 1>WL c:QN5l5'J' or A~ lltCSti' A0H£SM. M PJrriCl'.AGG CON'lNNa;: (.IIOf COt.F0NDft SHAU. et AllAi'.>IW tQ " 0ISPEN$Nl w..itFow.. ~ AUGOt srru: ~me StWL 111t AnolOID rmt fllllOPOI. M1x:1NG or ntt ~ ClClWPONOll$. ~ lliR£,IO[D ROOS NII: ~~. 'IOOS SIW..L C0Nf'CJlltJ,I TO A5T\I Altl QR,l,O[ f/7. IWstC SS1 15 CAU.lD l'QII OH THE UWIINCIS, CQH'fRN:lt)R SHltU. USC H.IJ1T' CROUP 1 T"l1'£ JO-I COf,iClfflON CW, ON!SHING CUfflNQ ANO PAJWltC I. AS SOOt,I AS OONCRtlt 1H SVBS Kl.$ SET 51JFF1Clttffl.T 10 BE ~ IT SH,\lL l!lt. IWIO P\..0ililm W'l'IH A 'W000 ,tOl,f. R1W. TROWtlJ.o or ~ INTtl'IIOfl: ~ M: 00K '111TH "STIIl. TR0'WIO. D-CCPr WHDI:[ ~ ~ ... CM..L. f'QII OM.It ~'~/'~o~rm~~~<WtN A l.»fT BROOW MON-51.P 2.. ~ISHEII SURP"IIC:t!i 0# ALL !I.ADS NtD PAICLS $tW.L K IRl(. NfO AAr M ~ ~ EllV"-llCWS NiO SlCflES ~ <:M 'ffl[ ~. fHC ~W :::-~ ~~ll~~TION~Nff~-==,~ i.; l/9 NCH .). CONC1t£Tt S1..M$ ANO PANa,S SHNJ. Bl;: WR(O 8'I' WUHS CE AH Af'F'IICIV[O C1SINQ COMPOUND """1JUJ 1to1 ~ '#!IH M IWM"AC1\.JRtlr5 IJIIM.llff -..---..... """"~ Coll: TOU. JRfZ 1-800 227-2600 1W0 ~ OA'l"S BtfOR'E "l'QIJ DK1 I~ n..,,.._,..,_ .... ~· 19ff0900G'l"l)lfl,'( - «Y'N..CA.92611 ,.tt.ffl.6CIOO '"""" OAT( .... SIBVCJYIW NiP MJSCO I t,N[QUS mu L $TRIJCTIJRN.. 51-W'tS, PlAJtS AHO 8""'5 $K1U 0CWORW TO Affll! Ale 1. ,w,cHIN[ IOL~ ("8) ~ 00W0fll~ TO ASlM .-.,07, l. AU. MlDlfC Sl1ilil. IC DOHf It ~ 'Mm M lATtsT OJfflON OIF K ~ ~000t. er K ~ws (01.1). "-1. 1fltU)efC SK1U a: ~o "-ALL 1!!l..Dll0 ~ SHAU. CONrORW to "5tM r700JCX. M.l 'WDDNC SfWJ.. IC DONE "'"" lOllt' ~ DD:fflODD ~ U5tNG A LOW HYQIIOCOf WltUllNCl 5.~~swtLICNfOICDORllflLl.£D(Plf.MC~IU!NNQ0rfQ.Dlj 6. SHOP CfWl'INCS 9W..L. 1£ SUINffl» f'QII flCYltW Sf l)f[ ~ ~ TO '"""""-7 • .-u. ~ srtn ~ BC ~VAHZD> N'1PI r~ --1. AU. STRVC1l,RAL UM8ER SKlrCJ,. 8E 001JQJ,S F'IR, 'MIJ,lU,Y QW)[1) OR WACHt£ OAAOtD ~ UMl!tlt caA0t«l Rt.US NO. I '1 o, WCS1' e-o-st IJJl,I~ INS"CCIIOH 8Ull(M.A. AU. ~ MDl8[JltS StWJ.. BC "5 f'QU.OWS• ~ T HCM.~SIW.J.D. lNtetlttH.t.HrNOM,. {0:CD'J M SMCIMW CH PI.N4S) ffl.05 (2Xt, 2Xl!I, .JX•. ,R' l)(e) -G,W)CNQ, 1 CIWX NO. 1 GIWlt NO, :Z 2. ALL SfRUC1tJW. PlYWOOO ~n..;: ~ BE OOOC.U.S Fff: Sf»orllf) CAADE S'IM.ICTUR,lr,i. t 1lffH D1IJll0lt 01..Ut CONf:~ TO 1K LAllST ll)ff'QI Of P'S I, .AIJ. ~ ~ Br.NI: U:Q&U; 1tPA SJ-WPS. NO ~ P\.'l'WOOO SHttJS $1WJ. ~ flEf 8 SO rf IN N!£A. F\U. SHCtTS (4"X8') StW,J,. at: LISUI ~ ). M..L~~StW.L.IC~OfACCGIWN~l0f1WllH0~05tWJ. 8£ ~ 8'I' Tl4t ~ ~ 8Ul)flf; CXM;R1NC.. ts Ail.I.. KIIIJNC SI-WJ. ~ fO M ltl'.~ 0f K 2007 CIC. 5. AilJ....OOOllll'AfllH(;OHCCNCtlff£Olt~ll:'l'StW.l.9t~TIJ.(AJll) ~RillN~ WITH coot stCIION ~AU.CU15. HOI.£$~ NOltHI:$ SJoW.l. Bt fMAffl) ~ A PR£StRY1IJM: ~ IT M STRVC1'LIIW.. -IL .AU. 11101.l HDOS N.o NUTS ~ 1rA1t #OINST TIC: fN:C 0, W000 MOIIEM SH"LL. 8£ PRCM;l8> ""1lt IUU.£AIU ~ ?. ALl l'N.S FOR OONNtctWC WOOi> ~ $W1U. ClJNFOIIII TO M ~EN'TS Off ~ 200I CIC. "'-1. *lS SHi't1. It 00tNOtf M1ri1.S. & ROCW'M.ATHNJ~etNSP£t"ltl>Jl'IIIIOIII l0 Pl,J,OHOIISIAATIQNM#>ll(l()FH;. 9. ~~ (2X WIN,) ~ et fl\,IICf;O utnrttM ..QSTS OR IW'TtRS Al ALl 10. ~~CCM,ION ..,R( MTH A Wf:~Y ~ SI-W«.1.J1USS 11 lM: i,N(WtJW Nlll..fC TO ~ WOOD WCMBCM S>W.L K ~ ~ IN tAaJ: u-■-e-, OF TI£ a,c. PROOUCUi MABKFD • APf'80'ifD tOllAI. 1. ~ lloYND •oit ~ COUAl• S>W.1 a: AP'PR0VED S.-M QfSimf CftQf8U, L ~ !UUllNG 000E 2007 tDfTl0N. 2. WM..I.IAJIJW..l'MSSIJltatt~WffliM~SOI.RD"am. .l.. stJSME DCSOt p~ """"""'" .......... == C ,. ·~-'·"""' ,. 0.6 ...... 0..l501a ,. , ... , ... ,. ,.,. ,.,, .. 1.211$,a i,1139 ,_ .._ =·• I ,_ , ... bM'H'TIUtl:l PS ""' 100 P!# {Oft 1000 I O<»ic.) 1.0 ,.o .. -.. , -.... ""' .... 00T ..... C TO C CJ Q. a., .,. CON< OONN oo,<ST CONT Cllt • • ... ,.. IMA ... ~m "' n """" co """' "' Cl< [W "" .,,.,, llTST 00 ,.. ,... "'" "" "" a. m, " "" """ ""' ""' ... "" ~ Cf. ... "' "' .,,. LC 1--+--+------------+-~-.. - ... MIJYTIWiJIIXUJ'tl --- STRucnJRAL LEGEND ~~ a _,_ ""'-" -(M IZJ OOHT.WOOO S(COOH) r:::::::-7 WOOD"""""" ~(MSCCTIOt-O """""'""' '''"""IDR>'O .... ABBREYIAJIONS _,,...,_T -.. _ ~Y) """"" ~ BOTTOM ll£ffiIN """",."""" _ _, """""" --<Wit ~ --"'""""""' COfflJt ([D) ow ...... .... ., D(TM, -LP ... .. ... ... NIC -""' oc 00 "-'· -) """ '""'"° OFT PL "'""' """"' Pf """' • -""'"""' -~Ni.11101.T ...,....,,..., . -NOT~ COHlRO<T -NOT TI> S<AU: °"°"""' ~-""' 0uTSl:lt rM.t oro...o(S) ---OPTIOH(,olj PU.It ... ,...,.. PM'-f~TQII """' """""" """' """""""' """""' """""" DOI)""" "' ..... ="'~) =is> """ rX1. ntw.110H ~ """!tt ETCU!RA ~11/A't .,...,,,.,. DJtNofSION Jr.W.'T """"" 00..... ~OCI"~~ ---,,,...,. .... ,_ nM011(ED) """" -"" """"'-'"""" """" --.. -f'OTNT -"""""""""" ,_,AC< ,_,..,.,. .....,. IIMJTT .,.., LQC 'flAPOW!)N N1JI'5• "'"~ R[V .. """' S(CI "" ""' """ so "' SIi) ... ....., "" T , .. "" IJ T.O. TIP UNO VB -:," •r W/0 .. ... ws ., """'""' -"""' """"""' SCCOON ...., _,. ""'""-~ -..,,..,.. fflII. '1 ....... SIID. ~{$.~ ~,.:)..,,_ ntae(NESS} """"'"""" '"'" """"-...,.."°"".,_ --"""""'-., .. MlH """""' --w,_ W"tf;JCSTCIP• ~ SICROI' - l.~T'IONS Of Ttr.MNICM. ~ ~ TltAO[ AS:SOCIAJJONSMA'teE:rrJIJNOllllHE:~~TIOllfS 2.All6R(.W,Tl0HS IJSltD AAf. ftlft US[ 'llffH stRUCT\,IML =~ =YP\M~ ~ L1mO MA't Mat ~ C-3804 STRUCTURAL NOTES AND ABBREVIATIONS CITY OF NEWPORT BEACH PUaUC WORKS DEPARTMENT S-5216-S -"""'--"" """""" SIANQARQ A66REVIA TIQNS """"""" """""" .....,__ ,..,..... """"""" """""' """-'II: "'""'""' "'"""""" ..... ....... ....... ..... ....... -.... ...... ...... . """""' ... ......... AC ALTtRHA.l\NO OJRRtHT ... ..._WW OR WWt.11! :);-'.) OROJIT 8ftE'AADl Uf'PCII: HUMIEJI: IS TW RA~ m u..u.J POIIO: lltANSJ"ORMCR. Ito'~ AS MOJ[J) $" MANUAL WOT(:,I: STM~ ,., .....,..,._ ""' M~WCSCHLY i.OIO: ~ tS MM80I: OF POl£S NYY\ OH DRAWINGS "' ----MOTOR 0PERAl'D) VM.\4'. ...C:1\lATOJt L-"' --MOit -WAIN $'1111'Q480Nl:0 flH;t PQ&llOH SWITQt.. M.,.,,.IJICO CONTACT OUPI.D ftCCCPTA.(U, 20,\. sPEC c,tA0C + + + .,. AIM)'i£f'INSHCl)~AO(: ..,. """"""" 1P -AT --""' "°""' ■ ........ l\1NC'DCfl MAY IIAAY A$ NOttO 0N Of~ ~ 1"1'1"t. Ut«.ESSOno'Vlt$£NOtt0 A1' o\U?QM,U\C TRNfSltR S'Mlt'H ~ IWIJAI..TR~S'Ml'Ot COf'ffllt POSl1'0N IS OFr ON""'"""'-AUX -....,_ ---AUTO AUTOWAl'IC .. NON-AUfflWA1'C ■ .,,, rwo PO:!l'IIOH S-'101, wMfTNNCD c0,m,c1 ◄ 11llPt«Nf:0Un£T II"' .,,,,,,. .,,,,,,. t«.\lDt, iltAMC AS NOltl> ()If ORAWIC AWC --CAUG< "' """""''"-""" f\MC1'l0H MA'!' \/AAY AS NOffD ON OI~ oc .,,.,_,. ""° HORMM.1.Y Q.OSfD. ---... ....., INSlAHT.-M:OIJS WEN WOl,,IOITMY OONTACT PI.ISH8!.JTTOH. FUNCnC1N 0 ..tJMCTl0N 110X OR 00N0l.ff FITIING AS HQl[l) OJt 6 6 """ ......... ,c,c NORMM.1. Y 0..ostD, ■ ..L -· ttORNOJtM.aUSIQ(AL C """"T -Q.OS( WAY VNfY ,t,$ NOrtD <W OlACI\AMS (SHO'MI WlH aHIUIT 1\a!NING UP} CAB _,., .CTO IIORI.IMl.Y Cl.OS£. C8 OllCUf---! .. WOWEkTARY OOMTACT l'U9tllllffllH •TH PftOlo\90fr4 6 lf\ll. S'IIIIKIJ. CONTACT ACllOf,I <xT """' NCC NA'MftAI. D.EC'TRtC COO£ ■LS Ill Ill Ill ""ASE a.c -~ NOT IN COffl'llACT ..L r(it lOCt<OUT. AS HOlW ON OA,O,ll«;S C,<> CCIIOJIT CM.Y ,._,. ,...._ ---OCMPf c,,. ... ,.,.~ ... NO NOIIMM.LYCPl'.N 0, LOCKAal.C 019COHN[CT $.V,11()1. RAl'NG AHb D r -, r-, 00N) COHOU<:IOI -MORMMU' CPOI, ._, ._, Oltfflt0i.. _.AHO.. 0111: EO.APIOIT AS NOTID 0 TDIMNAl.lHTUtNAL'MRING OONT """"""-INSTAHTAAIECIJS O..OSC OCTM.S AS NOm> ON ORA~ L _..J L _..J OONTO ""'"""" NOT< NO!l:MN..LY OPOI, --CPT OONl'ROL PO,Dt 'flltMSr0ftMOl .... Q.0S( ... "t' n.ow S'illfT01, OClfTACT ACllOH AS HOTID ON " OON1't0l PAHO. "'"' HORMM.1.YOPtN. ... ...., J lMT s.-uOt. NOl!MAI..LV ~ .......... ■ TtJ!t#tAL,r'II.D'IIIIRlfC CT OJflltENT ~DI .... .,,.,,. cu COPP£R ... ....,,_.,. "' CONtROt. RQ.AV "" HOT TOSC.-...t $ I RUSH TOOCI.L S'JITCM, Sf,IQ,f PQL SING1£ ~ ■ 05 l>OOl!S'MICH oc OClltCT OAIM)lt "' -■zs -I.Ml S\111101. NORMMJ.Y Q.OS£tl ..., ~"""""'T OTT O'oQ'.~SWltH ..., .. OtSOOMNECT S-~ "' --"l' i 1'Wt l.'O.AV RD.AV QOMTACT. ""' OOUIU POU: OOUlllE ntROW P9 PW.80• $' -➔ <X>HCUIT STUB OUT OPST OOIAIL£ POL[ SWQ.£. ~ "' -= -OFT 00.AY. NCRWALLV 0PDf. TUE a>EJrt A.USM fOQClC $llll01., lHMI WAY ""' --l'<V ,UW,ect\lntet.VAL'it 05 ooa, swno, """ ~ WCNTOR IID.AY ---_t OISCCNIEC't SW10(. r '"' rustO -'1.filV fl£VATION .... ·-llWC DD.AV llnAY ect\lTo\Ct, 0::0 [DJ.,, EMT Q£CTRICH.. WCTHJJC T\8fC '°" POOTION T-(ff 08.AY, NORWAU.Y Q.OSlD.. TIWC 0.0$Cl ruJOflfSCDfTJ1)(1Ufl:[. SllUCtfi.fGSiCtCU.£. ••NON-tu!itD EO Q£C1RICAU.Y OPERATW PR PMII --llX • NIP RA'l'NC DOST -... -""' rufl:NISt«D BYO.O ,. _..,.., ";I;'_ 1'olC DOJ,V RO..AY QONTACT, f,() I UCW1'INC '1XTUfCC. WAU. W(IIIMT[I) 0 tllCMClltY H'IJT PCt,lf ""' """" pr ,Ol'[HlW,. 1RAHS10RM£R ON 08..AV, N()ftWALLy a>l'.N, 'TM'. a..osED SEI IJCHTING stHC1IA[ "" """""' l",C PO..'l'Wln..CM..ORIOC - - -FlA IW.U>AD _. ,,.,_ P\'CJACIIE"l'U)RIQO """ ,.,_, el,l,V~Slttl.~T 7:'-1M: IE.AV ......_y ect\lTACT. □ ..._w.NfQ.£ P9•PIJUJKll HH•KAHOtQ.t 0 P\,C ...VT~TATRTU "' ""''""'" PW PART~ ON OOAY, NORMAU.Y a.osm. 1IW£ 0PCN .. CR A$ N01t0 ON MA~ ,. ..... OPTIC R<aJ' ..,,.,., .... ~OR• now"'"" ""' IIIOIOTt COHTJIIOL PANO.. fttT 01\ tool ... lbQ0 <:.ALVANl?CD mo. 00NOl.ll ■sov + $CU'.NCIO CIPOfAtto VAL~ -T-~ C0NOUll, Silt A$ NOTO) n """-not RTU iltCMOTC 1Dtl.lNAL UNIT NT """"' ltYAf Mt1UCm VCl.TM:C AUTO 1RANSf"Oll:MEJI --,_ NJ. YOLTMiE HON ~ IMI) Rtt'l,cul VOl,.TM;:E: W'rt otl,TA ..... v ..... ,....,.,, SC[ _...._._""'°" --<~ --<~ WOTOR CONTROL COfTef ORA'IIIIOUT STAB$ -1)-<lROUNDIHQ {.Im OR atOLIGNG C0tOJCTCR 00 ""'OETECTOI$ ,.c ,,_ SlZ£ AS M.0UllltO 011: AS t«ITto ON ORA'MNCS on GA<UCI FM.l.f INTOIIIIUPTUt .... "'""""' -UTILITY COMPANY ""' GR0uNO FMl.l PftOTCCTION "' "'"" ' WOltllt STNMR WllH no:t,l/,1. <MJII.OAOS. --r-SO.I~ CAL6Clb&o\ mlSOH ~ OR C OROOND ""' """"""""" 181 -if-o'JC,o-<iROUNO Jl!CTNL SQl AS NOm> Qlf ORA.-CS >t< -""'' SN;l.tPQl.tOIUIL(tl«oW N.M8ER ll'CllCATES HO,IA Silt Pfl0.£CT MMlACtMENT -~,-SPST SINCU PCl.l s.o.t 1MtOW -----""' ss ST---= '1m. "'--Lo-~ .,.lV!fruP~ClaR!NT """ SCUD STAlt. RlllOaD VCllTA.GC STARllJt -+i'-WOlOR O\OILOAo CONTACT CXDlHD!t« Q!tJtAC) ~ """" ~"'. NOC$"''""' ST , ......... ... """'""' ... STA'DON ----('714)80~ ... , .,.STANT#roNtCR.l!S STI. STm ,@, 0 0 ....,....!...-~"" NS'lllUWCNT SIP SHllDCD r.sltD PAllt l,l()ltlft. tMIIICR NJICA1t:S H0ltSQ'OlllfJt IOI. '!ID ORQ.INO QONMECllOW ~TUI """""" , .. "'"""' """'-LS. ~ l'RIH9CAU y SAf't STT .......,,roosTtl>Tlll'UT -MIICATIMC UCMT, f\lSH.-tO-l'UT. LtTltlt OONJRACT(lt SKAU. RDUt TO SC(; ..... , ..lJNCllON 80X, ect\lCM.tl OR sv sa.DIQI) VAlYE: _---m 0Ut.wQNO A'IICNUt WO, 54JJ2000 ntllNG AS R[OJIRll) 8Y NCc. SW "'"" H;NCAT[$ CXl.Oll. -CIJIO.IT IIOIONC I.II" UM..tS$ Ono-cg£ NO'ltD SMID SWfOIOOAAO R-fE) 8-ElJ.IE ~ A-"""1U. ""'"'t'ff'rt .. now ... m Tl! """""'-""" IA lONOCON1".IOUSLO,l,O m. """'""" 0 OCttTACTQA OR RQ.AY COi. l£T1DI OR -COIC)l.llT ~ 00..,,. lCP \.OCALCONTRCII.PANtl. 10IP mM'OIATURt: Nl.&l8PI IS otSION"TION I.EV ""' ~ ,.,.... ... "" "'" """""' " ~y a.ost'O Ct;lNTM:T. LtTTtR OR .. I.OCAl/ltO<OlTC 1S 11MPOtA1\#l!NT04 -+i'---~0 OR CCNCCAlEO OONOUIT, 1• W1NM1.M "" l.OCKCuT STOP STATIOff "'" TwOSPa.DT1llO..-e NI.MIO IS 0£5ICNA1JON lS lL',O.(ltUWITS.tt:H MS 'IR~T WLTA,QC SlJftGC ~ -""" lCNC TM:. SHOftT 1M. INSfl,l,jTNIE:OUS """ ~-" ~ QROl.lt() ll'AULT AO,.U$1'MCNT$ ,.,,. -.... ~LY CJPO,i COHTA.eT. L(llUt OR --CIIPO$Q) (XlNDUlt, 3/4. l,INIIIUl,I,. LI ua<T "" --H-NLMl!Dt IS otSICNA 1J0N , .. -U0N UNl..£5S OlMDl:\IIIIS[ MOTtD ---" lOW VOlTA.OC ' """ 9 --,//1'-JfOtiOUN o::HOUT •TH J CONOUCT~ NWTRAI. .. ,WAMl'DII' . ""'' RVHNH. TM: Mtrot. NON-RC'SETTA8U ~ i:;li!OI.IC>, ()ltQ.llS 1.l,~ PAHEL P81, NO =· ..... ...,, ., ... Nlt,M ~ NOICA.tt 2. OCNlLICTOAS ANO 0flClUHD ,,... ... :1c° ...,..., MAX """""" WMJ.. IH'IIJtC'OtNCCT CASICT ~ ... -6-0 OftsYCN ~ Ra>jl[ST ll0.1. MC tol.r#TAINEO ect\lTACT .. ............ FVSf.~IIOCATES~T!t.r; -WOTOR CON'tROL <VrTER --3/4" lC 10' ~ Q..AD S1UL ""' DIOUSAHOORO.UIIMU ,, """°""'"""" =--""' WOTOR ClltCUl ""°lECTOft .. POSllK»f SWITOI OR I.All S'Mtt:H COl'lRCI. TRAN'Sf'Cll!MDlt. ftATIMC AS NOlm ON ,. ,,__ -""+ DRA'MNCS 01t AS IICWIRID 8ASfl) OH lQAO -P~ 0lt AS NOTm ON OR.A'MNC .. ------e ,ca_ow,.,n M£'l'D ~ ~TICHtfl,£Xla.ECQNIXIT -... );-~ $Wlt0t, CONTACT ACllOH A$ NOTm """" ..... @ @ (00.llt ~ "XXX". 5VV1 lO cx»O,IT S04tDIJI.£ rait otst#T'Of I C-3804 ._ ,,..,,,,...........,, ~ .,e-~ .MJft-.~~-~oc= ..,, STANDARD ELECTRICAL SYMBOLS ANO ABBREVIATIONS Coll: rc:u rRE£ -------r.9 ..... ., .. NC>Y.,.,.Ra:lll70 I ---1-800 ~k~~~ .#}#:z-::~· """"" ...,_,CRA'Mt I S-5218-S DIIAL!III' 227-2600 l•f,.•/.<; "" CITY OF NEWPORT BEACH TWO Wl;lRIOOQ DA'l'S 8ET(lR[: YOU 1110 "'~ "'-0.1[ ICOfll>hOII«~ -Ol[a,m _.JOAl't! ~,-.. POBUC 'WORKS 01:PARTM!:NT IMn 4 .,,50 Per RFI 9 / Sheet 6 / Note 12 Andy Tran CNB PE 03/02/10 - The following are the responses to the (2) questions and (1) confirmation requested: 1. The SS ring, grate and frame detail callouts noted in Detail 5 on Sheet 52, shall be a cast iron grate and frame (Alhambra Foundry No. A-2020 or approved equal). 2. Yes, the frame and grate shall be constructed per Detail 27 on Sheet 58. 3. The existing sump shall be removed per Demolition Note S on Sheet 5 and replaced with new sump pump per Construction Note 12 on Sheet 6. All sump pump discharge piping, fittings, valves and supports shall be new in the drywell. The contractor may connect to the existing sump pump discharge piping at the wall penetration. BUILDING / BUILDING OVERHANG -----------__ _ ~ DIIIAllllf u•..,.. .. ~~ CCII: T<l.l f"REE 1-800 227-2600 TWO lfORtCING OA.YS 8l1att: lOJ OtG / BUILDING /// _L _""" __ -_--- l-+--+------------4-~-,.- NCif tllNl'MttJl!iio ---DCSN)CD:MMIOltA'Mt M ,.,.,.... ... OEMOUTJON NOTI:S: 0--r ~ S£WOt., PIIO'T(CT IN PV(:t. @-Ir' an.uDff :51.'WDl ~ f,I f'\XE, @-CQNClltlt DRY wa.L PROTi'.CI ti FUtt.. 0--~ wn.t.. PROJ'OO'f IN FUtt.. [D-~_,~ TtRW~nt'fl !iTRUCIURt, 0--WATER IUJN. PltoTtCt IN fllACt.. @-DIW#D..l. At'ICtSS KUtH . .am:, lt,I PlJiC:E. 0-G,l,S,~.PRCl't[:l',l,,IANX, 0-:=: a.£Nit Or.ff NlD lAlDW... Pll:Om:f IN [l}--ff \WAT AIR ytNT llJIYHAI.. PROTtt:t .i fll.«tt.. -0-, Nit~ ......... PRQTtCJ f,j' PI..MX- fil-*rnt lr,l(T[R, PllOTtCJ .. PlACt. 0-~COYER,PROTI;Cf .. P\JriCC. 0-'r GAS f'IPC. PROTtCT IN PViC(. @-3/lf CiAS'S£AVIC£lATtAM..PftOTCC'JINP\/,CL ~~~~--:1.r-:-TO+~ ~ ..... ~ SMUf S2. DO ~ WT, 8tN0 0A tWr,Wl( txtST1tC REJNra:ta:wEN'T. ~ WAY IC OIT W>GIE It CONJ'\JCtS W/ J• X :,• 1WCK. @-~ ~\o~~ #405" x' ~' Po.IQ v.-.i..vt fll'OttCl N PlAC£. ~ E'QWJST OM NG SUllP PIMP SltW...lllllIS. I. 5tt ~ IXMDl,l?DI DIWI\NG,S FDft ~ INrol!MAflON.. 1. S(WCIJTN«,iltEMD'o'[IXfClll:[T[~ASRtOIJlttOFQR ~AUJ,TlON ~ 0DHTRCX,. PAl'E. .ANO ClONOl.ar.i.. stt El..tCTA!ICAI.. ~N4JstrrP\MFOltMOM~noN. J, AU rw,rs: HOT ~y :;HCM"N RlR REMCW"'-. t>£MOl1fl0N Oft fl:n..OCAT'ION SI-W.1 Pf PftO'IKT't0 IN PlAC£. ~ ~'I' • .AT ~~~~REINSTAU.~lltMSAtN) olllOfflCINAL OD:sf TO TH£ art. 4.. AU. 11EMS SHOWN ."'5 ~ Oft ot:wOt.mG S1-W.1 IN: PMlflllltt.'f NG lfGM.L.Y DISPOS(I) Of, !. ,t,l,l ~'AONS~ltfSr'lt Dul: TO~ ...cTMn' HI) ODilCllmOt,I/Ji~ $1-w.&. IC fU£O M™ ~ SCC. TO g;tAtllE NII) Ol;MPAC1W TO 90S ~mt 0£N5rT'r. ~ ~ nPMt!ilOf,I H0-l0III 801.J HtUS ~ POOMJIOfiS ntllOl.l(,M '111'.ALLS 5'W.L BE ORY PN:KEO IMlH MCII•~ CROUT. GRAPHIC SCALE L.-...LJ-J C-3804 DIAMOND AVENUE PUMP STATION DEMOLITION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5218-S Per RFI # 13 - DeletedSee comment below RFI 13 Per RFI # 14 PerRFI#9- See Sheet 53 Per RFI # 16,13 Delete Manholes As Built Elbows notinstalled due to lack ofroom. ( Pipe are too close to floor.) As BuiltExisting gas line was found 2" below Finish Floor it was abandon in place. New 2" Gas line was rerouted and installed @ 24" below grade. Per RFI # 13 DeletedAndy Tran CNB PE 03/05/10 - Per our telephone conversation on March 5, 2010, the two proposed sewer manholes will not be constructed. Instead, flow through plugs at the wet well will be utilized as part of the sewer bypass system. These manholes will be deleted from the contract. Therefore, soil information is no longer needed at the Diamond Avenue pump station. Per RFI # 14 Ballards should be 5" round, per CNBDWG -STD 917-L Andy Tran CNB PE 03/05/10 - The removable bollards shal be 5-inch diameter pipe per CNB DWG STD-917-L. New location of the meter pedestal andcontrol panel. 2'6" 20" BUILDING --------------------------------------,- - --=--=--=-__:: ~~----= ---=-=----=-= ----.::--=-=-=--=-~F-=--~ ----=F ~ ="~'=-}~=-"' i--e=-----r---l---------------------l. _______________________________ L___________ ~ -------t-- ~ 1. l'RN:IA tO COMSTl!t1JC'SICII 1HIE COHT1t,l,C10R SHMl,. POf 1iCU ~ l.0CA1t lK EOSTINC UJtUTD tf lHE ~ NttA NfO AL)JUSflHf.1,£'111~~HCEJX0::Nl0$HAU..'VOttf'YlWE ~~,,~=j!. =-~~naf __, ~ OIIIAURI' '- "'~!!e. Call: TOU. FRO: 1-800 227-2600 fW0 ~ DAY$ t!IUOltt ml C1G "'"""""' 1 I BUILDING 1-----+---l-----------+-----a CONSTRUCTION NOTES 0-~~~oc:a.~PCR~ PER CM SlD-10&-L ©-~ STATION wcrut ~ PER SHQ;tS ?-11. @-~•,!;_~~~~2:~AA~ ©-~tit ~ ('1.G ,c QRQCM'), lOCTH A$ ©-IS" Sl"IU JI w;fAWC (Xlllf'UNG.. ©-~ CIIP90' SUC'l"ICHWOW (~;,, flHt[). ©-~~~~~~. ON """». ~----,-'>'©-~ 0.WU> PO!>T PE:R ca tMG JO l'tN' STATION COH11tOL. OtCl.O$lR£: ~ 5Htt1S 7•11. @-NSlolU. COIEJt,l,'fW f'UIO WITH OIS0CNNttT S'Mf(M ~ ffl SHCCT$ 7 NK) I OH~~ fWJ ~ DU,frl.. t OH SHCtT S4, SUWPUtr.lP f'tll: D[TAL 1 ON StCD M. 00tlHCCt EX llAS .Waot TO D:ISTIHG SUW otSawtOC nitNe 1H 0R'l'foUL @-~>HDPO~::iu~ ICHO 1-----~~H 00HStRUC'T 411' ~ (OR TO,.FORAA't lffl"...SS . . ~ PURP05E:S ptR CN8 ~'°'~ (Fil.I) ~XO I.COOQ. Q£'H ovr 1, W"AKOO"T st'lltA 1NS10t. Qtf 1UiHH01L ll ttOIJT[ OCISfl,IC .StWfJt I.AWW,. lO ~ W/ EX•TOl:wcrtlt •5'wrt. @-~oo,.~~~NC) ®-~~~~ ®-~."/! C,1,$ UN[ (C00ftOW>TE W/ CAS ON @>--"""""""'°"'""t /(//' //BUILDING :;~/ ----- "~z--:-::::-~ "'cum // ·;,,, / "'~ / /, BUILDING OVERI-IANG ,:~ /- BUILDING /,: -/ / ,, CRAPHtC SCAfE ~~ _,._ NfJ'tlAAN'~~ """'"""""""' C-3804 DIAMOND AVENUE PUMP STATION SITE PLAN S-5218-S ~ atEOIDi llf'S OAJC: 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT OUT 6 CF6Q As Built:Electrical gear relocated 1 As built: Clean out for the house install riserand cap. As Built: To feed pump motors As Built Flood float As Built LOS 1,2,3 As Built Lights As Built: Up to fan As Built: 16" x 18" Pull box As Built: Attached Drywell As built NOTES 0 ~ C0NCUT TO BC mo'ID wtQE IXPOSCD N10 MWCIOH(D Bil.OW CIW)[. © ~~~ ~ MODt ('SCC Jilli~) NG OISCOf,MCT, TO IIC 111M1M:D.. P0l£ OJt .__ @HOTUS!ll. 0 CXAC"T ~ CCNO.Wr ltCkJTINC NIO PONT or C0JffC'n(IN SHAU. ac "1 Cl£l1lllWC 1t sec. @@---Stt,....,.,.._SCHalU.L / , ---------- BAY FRONT AUEY SOUTH (!) :.i: DilUJ'.I Q s Ill >-1.U .,J .,J q: --© / ,, / I 10 IJ ® BUILDING OVERHANG ,. / •BUiLDING / . / / / GRAPHIC SCALE L.-_.-U...J C-3804 --~~ ..MJfl., MORA&S/PHAM k ASSOCIATES _.__ l-+----1------------+-----l DIAMOND AVENUE PUMP STATION ELECTRICAL SITE PLAN ~aan-.•~- Coll: TOLL fflEE ____ j __ _ __ ..__ c--n1' 1-800 OIIMIRT 227-2600 ~ht--uj,!.,, tw0 WORKINQ CAYS BE;t0AE YOU DIC ct:Sa!PM!tlltN:!nil$ WIJYntN!lta:tJ07CI ---CITY OF NEWPORT BEACH PUBLIC WORKS OEPARTMEm S-5218-S """7 <F60 j( (l)(!J(j) "3 c> J.; \ \ I.., \ \ ,_, ,J ' • J \ ., \ \ ~tJ De(. f' • fl!-""' P✓, ,,.,,.()f-O~f ....__ 1:,,2," _,, C L-1 >1J~rz. 1/lo~ .s, te- As-t:s4, it E lrrd-", ·~ I . ;/crft,·: Co.,,cl,,,,'(~ ~ {)N~ /I/:;;. ./ /z Col"lcrc,1·f- ® WlillR.OAT-r-~,--f+'o=J■ "'""''''""'-+-~,---• I I I I ,I )-._ L' 1--=----_-----'_~_---'--\-----'-~-c-:-:-~--'---=----+__J I I I I I I L __ 7 I ~ .-L-. ELECTRICAL AREA PLAN $CAL[; 1/2"•'1'-0"" ~ECTRICAL NOTES ( OORt' 0fll.L WALL PAOWX 't$" T'IK XP 00HOUlf stM.$ Al ~ [i} 00 NOl 81.00K ACa:$5 ~TO-I MU, WIIH CONOUTS. @ LOOift IIEL0W ~TCH l'1 SllrMi'. Ell.VA110N AS JtEMCMP Ul.fft Sll'ltCH. @~~~~nx:n.&!l.OCAllOJ6TOA'l'OIOltffDlftft£HCf: @ 0011£ WM.L J'OR CCIOJff l"EIIDIAATIOH POI D61A. I OH Stal "• @L.OCArt'#E1'#CU..SO.SCCAN090:lttS:tll>RW.Jt,t,. GRAPl<IC SCALE (FEET) D 2 J,-._j ~ :--=~ ~ eou~ ~~ FRO: CIIU l.1111 227-2600 rao ~ DAYS BlTOR! VOU OIC ' < f1..000S'MJQ4 NO. ' < SUWP PUMP (SP)G) UCHI' (TWP Of 2) ,...,.,.,.---Ell.; ,.../ .... [OI..IAC)fT IAO( .rw STAAfflt. S'MftKS ""'° TJt~ ELECTRICAL DEMOLITION PLAN SCN.e l/r•1'-o" DEMOLITION NOTES 0 fftMS TO ROwN IN n€ stAllON, Ml. OTla OLC1ROil.. StWJ. BE 00..CUS,C, @ fl£MM'. OONOuCTOIIS TO PQ.£.. CCORCltW1'. m..c:o NfO $CC ROJXAllON N) NDi' DICl.OSuAC (S(f SHT. 1), @ SiliLVAGt R1\J, 1.P$, lit000,t ANO llYtL (PRt'.SSURC) TRAH$,ffllJt fO QTY © IIUBSt..tR OOHOIJIT. Rtl,tC1vt TVllt NC> CM> Cl:lNOlaT 10 lltTWO.L @ ~lE n.ooo swm:Jt. N'PIID'l',\1,.111:~ C-3804, DIAMOND AVENUE PUMP STATION ELECTRICAL AREA AND DEMOLITION PLANS lffflO'OOEOU;_...,OA~8 CITY OF NEWPORT BEACH PUBUC 1NORKS DEPARTMENT S-5218-S ..,, 8 0'60 CP-Light / CP -Fan As Built 120V • -~T\.M1WQfU5E <lc..Al.£1'-ntAI.J DIAMOND AVENUE SINGLE LINE DIAGRAM 0 N'fU1tN AOCtOJ4RS. IOOA. 400Y, 3w. .,, Sl'IU 2. COHfllO..PNO. (SCI»a'TfO) ... ., 2:11\A 15.2 f\.A """"-""' P1. _______ _28A P2. ________ 2IIA Pl---------10.t, 00fflllt0l.S _____ J.t, PH..J.. ______ ,..,. 2SS Ult0EST MOTCR 7A .,. ---oam,c ---- ~'ING Sl.,lllf"Aa; PANEi A 10.000 AJ.e. SW\&. ~ 'YGl. l ~ J IIIJll'ti: .._..., ~ IUS ~ LOCATION t-¾"7°'1m1.mP1UBKA~ M•~BKRro.£1.ro : • LOCATION UCKrS C10 11'ZGI 2101 1JIIO RtetPT SUNPP\IMP .300 I 1 2"I :S 4 20 I I 1 4fO CONffl/Q..M. ........ TAO 0 . .. , ·• . " II 12 1!¥,.ffSJu,1£ Nilll!S'"--7 LIGHTING FIXTURE SCHEDULE """"" C...P.,.. --.. .,. HO. OF PS VOLTAClE WAIT$ nw FUIOR[SC[Nl I20'YAC (2) ,,. 111 , .. ""'"TING WAI.I. t.fMIUfACTURER CAT NO. COUMOUIUQ4"'° LUN4-2.U-£120-DR -.,~~ Colt TClJ... rnEE 1-800 227-2600 TWO WCRI(~ OA~ BtF"QRt 'l'O.I OIC I I l - """"'' ... . .. I r ' l ,. . ,. • ,. . ,· ' ,. • ,. • ,. " ,. T1 ,. ,, ,· " ,· 14 l/◄a "'" . .,, ff -• • • !I~ --UQ<T ... TQt ' f f-.1..---------·-"""_T_= ___ .J-r-, ....,,---....,11----+-+-n i--,. -- - i ,,... "" I _, .,, a, [I 1m """"'""' t7 l'-0" I -HAIQ.f--1 '""°""'"" , ELEVATION NOT re 5CM.£ -10 CAIi..[ .... ,.,. -OTY, .,. -· set P0Ll ,, , ~ WCIDI '"""""" ---, .. "°""' C.O.PDISC£FIEOI.MEMOrT$ """'"""""" COHUl:Q..PMID.. l " .. , .. ,....,. -·-.. ' ,. m , .. """"' Pl alNTRQ.PolliD.. P2 ' .. 1'0 ,., """"' P2 OONTRQ. PAIE,, ......... • "' -,. -UIS-1.2'.J """'__,., ..,_._ . nz nz ,,. """"' A-1.2,.J,,l-,8 "'-""" OONTJlQ..PAND.. -....... <-0. CCltfnlU.PANll. oonru. ~ .. cornta .. PNE.. Pl ' 1'0 1'0 , .. "'""" Pl 00Nnta.. PMiD.. ..,_ ' ... -0<>'1"'1. H'M. ,tCl,l,f,C,..S. C0N~PAKI. '°'""-' .... -_,.._ ........... CQftRQ..PM8 """'S'MTQt ' " - - - f\.000 S\IIIITOt fl'!..l WCIDI '"""""" COHTROl. PNE.. ' "' "' ,,. """' UGHT/lllCfPT .l-4 • ONE; CJIOIJND COtOJCTtll ptR CONIUT C-3804 """"""""""""' DIAMOND AVENUE PUMP STATION 1--J------J---------------J.--l-'li""'irri"""iM,""ui.,.eiii1", SINGLE LINE DIAGRAM, ELEVATIONS AND SCHEDULES _,, __ ~ DltAMt ... "" .,. N'Pll'O'eMatttt Mil OAlr: CITY OF NEWPORT BEACH PUBUC WORKS Dl=PARTMEN'T S-5218-S HrT 9 crGO II " " ,. 21 " ,., -·-.... ,. ''°'1"'° an-,~ ~~"TU' T -- """"'"""' "'""""' _,,,..,.,_,., """' ~ wm,ON """""""' T77 f'OVtR JO«TOR: RtU,V """' ~ "10.0N "'" 5 HP PUMP 1 1150 RPM 16.0 FIA 1, 230/3/60 ... ,., ,., ,., ... 11()7 i]_ a:na. OdDIIO = ~ ~•·1111 ti X2 "" "" " !-+-+--_:'";:.;',:._.,_,.:..:.... ____ ~M-__.,_ __ ;y, _ _._ ....... __ __.c:._;__;;;::.c.,: l-l-------r.>-----!0>!---1::1----±,--'-------4 10 ~Y~6 ~PM 1-----r>-----lffl---11----o".l~------_,,...P 28 F)..A -"'" .......... mP!MR IOIITOR Rrl.A't' " ,. Ljl• 230/3/60 tOI\OLTNX" P(a[JI ON PIUY -.,e-~ Colt TOU FREE 1-800 227-2600 l'IIIO W0RKJNC DAT$ 9C1'0R[_ Y0U OIC EXHAUST FAN MONITOR 0'-0IIS ll&09 ~T RO.AV, NOit TO BEVIEWE8· tHt C::CWfftCl.S IIOC4ffl) HOIOf SHOii' GOOM. ttron ON..Y N'O V11U. MOT et U5a) J'CII ~ OR CCHS,nax:n(lN. DfC CON1'tel. DCTAU-...._ IIE 0£\0,.ClPCl) il'.T1IO:H lHl QTY NtO ts5KXl OURlfO THE POST Aw,.,:io !iu11,in.-t. ~ J'Mltl. MOIW!S/PUAM & ASSOCIATES l-+--+----------1--1 ~~-~_.,._ ·~--------k-~Q~ •. , .. , ... JDW'tllil.~7oif Go\lt .,_ 1.NERFACE TERMINAL BOARD rRIJK HIGH VD..TAGE Al'PRO'iM.111:COIMNXtt POv£R SIil£ TO 24VOC COHTRrLS SIDE TBS ,., I lPNt-, '"'''"' .....,. T '°"""' ,., • ..... l ws,tl-1 """'' T "" • .... IMRR,-1 -· T ... I :50'7. 1WSR2-t -. T ... • ... • f--· -. 5t0 I ... • lMSft.1.-, -. T $12. '" I I IIIMH -· T 014 I '" • 1_,_, ,_, T '" I "' • 1...,__, -. T :ilfll "' • l t,M.},,-2 -3 T 520 I ~,...,DC<•) ,,, ,,,, ·---------------.,. _____________ _.,... ,,. ----------------.. .., -------------~ ... C-3804 DIAMOND AVENUE PUMP STATION CONTROLS-1 CITY OF NEWPORT BEACH PUBUC WOR.KS DEPARTMENT S--5218--S >m 10 "'60 -··-··-··-··-··-··--·-··-··-··-··-··--·-··-··--·-··-··-··-··-··-··-·7·-··-·· ~~---·-··-··-··-··-··-··-··-··-··----·--·--··-··-·· .,.._/ \~~ " " ,. " ,. ,. / ··-··--~->~::----·-··-··-··-··-··-··-, -... ____ __ ~ DMIAURT Cal: TOU. FRE( 1-800 227-2600 TWO WORiONO OAYS Btf'Ott ffl.P QO 1 \~ ' I 1 r------ ' I I I I I ~ I I y-fil ' I i " .. "'=~---··· " 22 AfftlOYN.lltCXIII\OIXrl l--+--+-----------1--i DEMOLITION NOTES: @-1t/' '4'CP IIAUEHl st'lftR, PflOTffl IN Pl.,l,C(._ (!}-Off• ~ W0.L NtO'ltCT IN l"ViCL 0--~~~ PlPINC UNCDt-GAAN smDI. m--::o~~lH'.rROWVoflWOJ.TODfMlnL. [I}-~"'-OO"S Nt) PA«) 1H MV 'llfU. Pll:Olt.CT @--~J~~ NfO 121(\' OCtCUT}"dltj(;. m-~ OWN LI« n:NC1NG WHtli:IE INOICAJ[tl. [BJ-oww UM( f'OICINC.. F'A0TEt1 IN PVC[.. 8---r• fl\.W SlATQt f'ORa; MAIHS. 0--~:: ~ IN ,v«. @---.tu.CASINO, Pfl0TCCT IN PLa. fil-~,cl~~':. SCVf11L sn srn: 0--l"UWP .-.c(;aS KlTCM. f'W)TEC'f IN f'tAC(.. 0-fl(MC)wl'. ,, W.UU J.lf ~ TERMINALS. @-IIIWX:Att t[l[PMONC fUI.L 801( PER $IU1'S 14-19. 0-~ PV~P STATION OR'I' ~ PROTtCl ., @}-C(INal[Tt SJAl~Y, PR0Tt.CT 9t ~ @--~~~ AS ft£OUIRO) to 0-~ Pill, Pf'.OTtC1' N PUiCt. (D-:,;:ffC'f ~ ~~ SIJ .. P PUMP 0ISOW\C£ LK 0---12' W1DC 00U8U: SWMO ~lt. PIIOTtC'I IN PV£t. 0--~<rcr~~P\'C fll.M NII. 8l.C£O ~. 8--~~~~~Mt\KANO """""""'· 0--~ 1\0,l,T SW!l'CM ANO C'Aa£. ~ 1. stt QLCl1ltCAL OOQJ1llN DAAWH::S fUt lilCII£'. ~. 2. $o\lllCVr NfC RDo.1£ MS'tW...T PIMMO« AS ~ rOR IN$TAIJ.AllON OF C,OltRAlOR s:tT. OOtffll0I. P,l,HQ,. Na) CONDUfl"S, Stt Q..£C'nltCM. orwnta: rOA WOllf: INJ'Cf!IMOON. J.. AU. JtOC:l; NOT SPCOflClrU.Y SHOWN FOR R1MCNM.. ooamCJN Oft lttl.OCA1'ION ~ fl£. llflOflCf[O If Pura. ~ MAY, AT THEIR QP1lOH ROl(M; N«> R[tCSt.l,LL 'DIES£ ITEMS AT MO AOOfflON,l,L CO$T TO M CIIY, •• AU. mws SHOWN AS lttMOWD Oft otM0uSHtO !ilW.L IC PftOPOtlY ~ l.00,IU.Y D&$PO$fD Of". IJ. M.L E'XC,.WAT'IOt'S,/'o'01(JSj'MOt.t$ 1H SIT[ out fO OOHnVoCTCft ACTMl'I' AND DtMOUflON/~ 5tWL eE: fUIO WIIH W.~ SCIL. to CFAOt ,,., COWPACTt:0 TO 90X ltClAfM: OOl:Sff'r. I. EXIISTI...C. [XPANSIOH N010R 9Clll HOt.£S MD Pl'N£1MTIOHS ~ WNJ.S SWiU. et ~ PIO((D WITH ~-~ <:i!OUf, GRAPHIC SCALE L.,-,_,.W....J C-3804 BACK BAY DRIVE PUMP STATION DEMOLITION PLAN CITY OF NEWPORT BEACH PUBLIC WORK$ OEPARTMalf S-5218-S om 12.,60 (-)N:lll! , .. wrijsii:-,-, Ml,4 I I .. r=, "'' t--r-1·r,,-------------=-==-~-f , .. ... S'al'ITOI IN NJTU TO ATV '°' .. ,,. >06 ~---1'\.o"'-•1 -~ at102-MSI M\0$-\,11-41-1 111 Vl .. ,., " ., V1<16-M1Cll.l-:2 auu "' " ., .. """ ' m '':Mtt•I .~ "' '" C11117.w$2: '" " ., "' "' ... _.. a•-si£" ~ ,,. I --I SSlllA 121 _..,,..._ ... 'lc.1 '" ,22 "" ,,., l'I.UHISIJNO: " ., '""'"'-"" ?'I f'SIC-2: T1 fltL\Y I "' "" .. , M ,,. "' ,,. .. f§1:ffl-ltl "'"' 1 "' ,,. 1JI '" ,,, ,,. ,,. CQfflM.ICD IJOVC 'l:ICiHT tuml!I.""""' ONL«><T ~ II! lolOTOR Rf;0l.llilD liUA't I ....,,_ ftW~ !lllll"l!fB-' ll! ...... .,,. ..... , li:'ilii:f'-"""' 1:m WQtQA: ~ $IQ.AT 2: II!'" -·-11-w~ ~ II! IIIIIISII' -.. e-~ Cdl: TOLL. rRE[ 1-800 227-2600 ,,. '"' ,., ,., 1-...._ ..... _ ..... , .. ,., "' ,,. ,........,_,_, "' '" """ "' "' ,., "'"'" "' 'fil' "' '" "' , .. , .. :,.,OllCH JH Al.ITC TIJ RTU CRllll-l1ISl AO ., TI f..\•3-IQ•1 ., .. , AO ., ti Al '2 .. ., ., "''" .. , .. " " " ,a1 1-----------------..r-\.---l .. , .. "' ,._ ____________ _ "' ... ,., ,. .. ' :t Ql1M . ., ..... 1 .. t--.<1f.r---------------...,[),z,-f OM ...,1 .. ""'" "' 1-~>----------------<h-~ " ,. 170 "' 172 !31:1",1,F_,.. II! "' .... .,,. .... , Ii~ II! WOJOft IICOAIDflO.AY J II!"' l:lm 'I""' &i',u 'l""" &:;"' 'J"ffl G:,12' 'l""' ~ 1 .. ,= 11~1.,u ~ II! Sf;I' TMO!• l PIMPS RL.14 11110,,...,l~ if!JM 2 Ir'~'" ~pw.t.:'" RflA1' ~ °'-"'"' ~. ~~ I/ V I/ V V I/ I/ v ii I/ ~ / , f f f f , , / INTRINSI CALLY SAFE CIRCUIT HOTEi/i 1. CONDUIT FOR INTRINSIC cmculTS / MUST SE SEPARA TEO FROM ALL OTHER CONDUITS PER NEC REQUIRMENTS FOR HAZARDOUS LOCATrONS 2. FIELD WIRJNG TO TERMINALS T86 / ANO TS2 MUST SE /SOLA TED FROM ALL OTHER VOLTAGE BY AT LEASTS INCHES. TB6 !SR I I, . -. . ' f'Q OltlMI 8 • --~-7 ~rt:GE:NCY _.ALARM I; F"L□AT . C ISR 2 C ~--,DRY , OJ Cltl61 O ' I\JtLL ______ _.F"LOOD F"LDAT 1 7 NOIE TO RE'c:lEWfB· M CONTit<lLS 1'4DICl.10> tEtElt,I 5MOW CCN[lW. INTOIT ~'I' NfO 'MU. NOT ac usm r:Oft 8l00INC Oft a.lSMUCTIOM. tHt CQNfftOI.. 0UM.5 111U. et Cf.'VEJ.0P£O 8ETWa1f 1Ht Of't Ne l'SSCO C"-ftitte K POST ,-,w,.,,, SUBMTTM. PHASC. ,, C-3804 ~~~-~= _, .. _ f-+--+------------.1---l DIAMOND AVENUE PUMP STATION CONTROLS-2 ________ ..... .,.._ c-4_.,,.,. ''"'''"' .. IX3Qfll:A,IWORAIM: CAP ..... CITY OF NEWPORT BEACH PUSl.iC WORK$ OEPAR'TMENT S-5218-S ..., 11 «60 RFI 4.1- Sheet 47Andy Tran / CNB PE 06/10/10 - In response to RFI #4.1, and due to concerns about prohibitively reducing the inside diameter of the pump station suction lines, please provide the following thicknesses for the CIPP Liner on the existing pump station suction pipes: 1. Harbor Ridge: 3-mm thick liner (4-in. suction line) 2. Polaris Drive: 4.5-mm thick liner (6-in. suction line) 3. Back Bay Drive: 6-mm thick liner (1O-in. suction line) Please resubmit Submittal # 15 accordingly. RFI 57 Andy Tran CNB PE 09.17.10 - In response to RFI #57, construct a 6-inch thick (minimum) concrete housekeeping pad on the native soil (compacted to 90% relative density, minimum). The pad shall be reinforced with #3's @ 12" O.C both directions (minimum). The soil shall be properly moisture conditioned immediately prior to' pouring the conc.;rete. Finished surface af-the housekeeping pad shall be a minimum of 2 inches above the finish surface of the adjacent AC pavement. RFI 1 Andy Tran / CNB PE 01.25.10 - As per your request in RFI #1, we have attached APWA Standard Plan 618-2. We have also included APWA Standard Plan 617-2 which is referenced in Standard Plan 618-2. For your own benefit and clarification, we encourage you to purchase the complete set of American Public Works Association (APWA) "Standard Plans for Public Works Construction" for your company's use on this and future public works projects. RFI 59 Back Bay Fencing Modification Per today's meeting with IOR, Greg Cohrac, the Back Bay Fencing Modificatio is per the attached drawing. Please confirm. Per RFI 59 Modified gate location JV 12.07.10 - T&M per our agreement with CNB. Constructed pad per RFI 57 Andy Tran CNB PE 09.17.10 - In response to RFI #57, construct a 6-inch thick (minimum) concrete housekeeping pad on the native soil (compacted to 90% relative density, minimum). The pad shall be reinforced with #3's @ 12" O.C both directions (minimum). The soil shall be properly moisture conditioned immediately prior to' pouring the conc.;rete. Finished surface af-the housekeeping pad shall be a minimum of 2 inches above the finish surface of the adjacent AC pavement. 3- 1" PVC / Per RFI 5510.01.10 Andy Tran CNB PE - RFCO #13 is approved. Per your request, the Best information form has been completed and is attached to the email. 09.16.10 - MBAEGL - No response needed, this to track the RFCO.As Built: Bolt on to existing stub, no core drilling. F!O.OCATtD4 CAW~ -,,., °"'::\ -----~. ! ♦"DIPI0'804> ii ~ • I (F\.O' Fl.Cl I --• CMR PU> CHII sm~s1~L •• BYPASS PIPING SECTION ED NOt 10 SOU. • I S'flN'EXISllCIS"X<XI" I RQtUCN;TEt'lfflH~ I oc, IICNO I .,..J....._ ... -..... 11+'~,'i \~ I ~/ Ld. I' I I_ .-: '._TTT; EXISTING BYPASS CONNECTION PLAN VIEWED HOT TO 5CAI.E • txJST'Nl Nil ffitSHa:l SlDPf TO IMTCM RETAINING WAU SECTION CD NOi lO""" OI DII Al.1111 -,A~~ Coll, TOU. FACE 1-800 227·2600 'TWO wtal«NO OIIYS 8tf0Rt. 'r'OU DIC ----- J1AHTIC(OHMftl,tOINC. 1t ll0+10lOGV 0tM: M-II_CA.92611 9A?.m.MXIO ii! 'I <Y"oasflt«:r"""°"'NS \ \ ) ' ) "' ,,,_ .. ,,_.,_ 1--1---+----------+------1 QAJ[ IJC5cilFaJe!Y"~ ~Ot:Cm).IIBg,uE,;11) lilllI..ll!lll. 1 PfllllffTO~tH!:~SI-W.lll'OfliOILAtlli UXAT! 'JHf DmffG ""11D IN M CXffflRI.ICTIOf MU. ~ ADJVST ™t N~ ~ AS ~ Ml) $HM.I. ytlbF"y" fHt w,rntw.,. Slzt AND I..OCATKIN 01" IHt ~ Pft/00ffJIJII$ Al PON'r.J(lf"(.'10NN[C1l0K Nilt)..l'JIN~VWIIHCOltPAneE..£ '"'"""'--"- 2.. tHl::C0fl"IILtl:l'OSH,l,i,J.n£1.D'YUIIFVntl'.DCACJOMNSIOf,tS,(X" CONCR[T( STii:'UCTURf, UICATIONS OJ" 1...:.tS. C,WN OOtf,ltCJICIN. LOCI$ NG N'PURT(MliNCtS 0, 1°)€ txrsffiG AIX:!!IS OOOft!ii NID F'~T!: Tur NOi' ,i,CC:{SS DOORS lO ~ ~Y . Nit EOUIPMENJ <lR ~Nf(flAY IITTIICHW 10 IHE 000R f1Wlt SKlilL !It: N«:HOfltO to 1H£ CONC1tElt ~ '11111-t 'SHCfl OMnt:S l'UYO'ED NI:! -'CCO'Tm lrtlllE DQIEDt NfO HtWNOl'JR ~ ~'I' OCN5lJln.lCTtD PIIIOft ~ M ~~ DDOO"""'- l.sttSHErfi!!i1roAto.PellrNW~PuwPH:1:5"rSTCM,. al RtPU-C£.Sl,,l,IP~IHDA:'twtl.LP£RDO~ll;INSl-ar!!.l. GRAPHIC SCALE i.o.-U-' C-3804 BACK BAY DRIVE PUMP STATION SITE PLAN CITY OF NEWPORT BEACH PUBUC WORKS DEPARTMENT S-5218-S ...-r 130'60 ---m ------------------L ~ --------c ss 1~.-JJ;L-=.it1'i.,':.~""a1: ... :jc 0 L--~-OtAC"r SOl'«t PO'IIEJt COHDUIT ~ A,1,10 PQHT C, CQMNECTIOH $>;AU. BC \i,1\ AS OCltllMIC B'T set. I @ ~1tOCATES CCNDl.ff RUN. SO: SHT, 17 f0R C0HIMT SICH£W.E. \ \ @ FELD l)(l1J!MM OCISJWI; m..oo CONOUB. Nua,J NO OOOI) lO NCW \\\ \1 P\WOX~~ ~~ .! ~ 54 i : c, I \I\ : ' I ~tSAQ.ASSI.OM:Sr)NI LOCAflCN. fiSTAU.ATION SHAU. It IN ACCOAO,\HCt:STHNtCNtl.D>.. l'ROTtCT IN A..ACt. ,----------------SSIX 12KV JWlOt I GR"""IC SCALE {F<ET) 0 2 1yd ·-·-·-·-·-· I I I ' I I I I I I ' ' ' I I I I I I I I -------'-' I I I I I I I ==:t:=~====== ------+---+---------------- lmN.IIIT -.e-~ ~::s~.~= Coll: TOt.J. rRU ::.:::='_____ i:i. olo-ltlt" 1-800 227-2600 fWO 'IICJAIID,I(: 0A'l5 B[J"(fl[ YOU DIG .mJIM II. 1 I CJ\ I "' V, CJ\ ' 0,1,1[ ~'61NS(f,fS sec Stt'TS. 1$ "' 10 ,.._,........,_ sa; """"""""' ,....,., 1//////,, C-3804 l#OrlP.,Nllla:IJl70 ,,_CM._,. BACK BAY DRIVE PUMP STATION ELECTRICAL SITE PIAN OC3QUt_...ORAlltt Cl(J ~C>Ufm:"""OA'lt; CITY OF NEWPORT BEACH PUBLIC WORKS Oe>AATMENT S-5218-S """14<>"60 Per RFI # 12Remain in upper level. Andy Tran CNB PE 03/08/10 - In response to RFI #12, the disconnect switches (P1 & P2) shall remain on the upper level (similar to the existing layout) as indicated on contract drawing sheets 15 and 16. The rationale for this location is as follows: - This location meets code and switches P1 and P2 will be within line of site through grating. - In addition, this will allow the operator to electrically isolate the pumps within the station in the event that the lower leve of the station is flooded. ELECTRICAL NOTES I l 10 I I l I I l El051\NG """'"" [il lU.CO 800! 'IQ et 5!e.OCATfJJ, III m COfl£ WN..l. FOR c:<:N1UT P0«1RA1Kltil PO OEJAL X OH SHEET l(X.. HEW t.OCAllON, IHTER<:O"T ,i EX1DC> lUCO C0HOIJIT TO 80X. UPPER LEVEL ELECTRICAL PLAN ~ 1111.ILIIIT !ilCAl.t: 3/4° .. 1'-<I" CRAl'ttlC SCALE (fin) 0 2 3 L I I SCAi.C: ,,,.·.1·-0· -.=-~--Cdll TOU m£E 1-800 227-2600 MORA.ES PllAW & ASSOCIA TIIIIO W0flll(IMQ DA 'I'S BEFORE YOJ OIC ........ ~, ®* I 11 11 "' ......,. I I I I .. . . •' . UPPER LEVEL DEMOLITION PLAN llR -tx1511NC TO IIBUJN "////,,-"""' ·--·-•-· ----1--t---+----------+--l NOr1RNlitd:u70 ,._..,__ CCOllt .,11,1 DRA• CAll .,_ SCA.L[. 1/2"•1'-0" DEMOLITION NOTES: 0 iR.8.IHION ...,,c, CAP SCE <XHIUII. © ~,g_ ~ f0 ~ COCMllNAfl l'.lfflMft @ c,,,p CONDUT TO ~ 0 flEIIIM'.: AU. CCNIU15 AS5DCIA'ltD •TH @~ltLC080lt. © ~~~ m.co ca«:uT lO M£W 0 SM.VM;E: O', uPS & N 10 OlY. @lltf'.M0',€1NTIIU:!'itOHS'Mla\. CRAl'ttlC SCALE (rttT) 0 2 i,,-...._, SCM.ll 1/%'•1'--o" C-3804 BACK BAY DRIVE P UMP STATION UPPER LEVEL ELECTRICAL PLANS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5218-S ..,, 15.,60 .. .. .. ELECTRICAL NOTES: u) lltOUTC cao.l'f lHROUCt-1 SfAlft OP2MIHC.. LOWER LEVEL ELECTRICAL PLAN ~ IIIIIIUIIT SCAL£:. 3/•·-r-cr GRAPHIC SCALE (FITT) 0 ' L-.---~~ _,,...=.!'~.-- Coll: TOLL fRCE 1--800 227-2600 rwo WOADfG OAYS fJETOM. 'VW 01G .naPN ,11. 0 ·-·-·-·-· 11 11 11 I I I 11 l-+---+----------1---l =-=r====- _,,._ IICf'ITRAli'l!ICl:ll,J,IJO 5tMOll"(l""-OQIDI 1 LOWER LEVEL DEMOLITION PLAN SCAI..C l/2"-1"-o"' ~-DJSTIP+GTOM:wNH /////-_, G<APHIC SCALE (FITT) 0 2 6 ~;...J ' SCM£: ,12·-1'-o" C-3804 BACK BAY DRIVE PUMP STATION LOWER LEVEL ELECTRICAL PLANS CITY OF NEWPORT BEACH P'UBLIC WORKS DEPARTMENT S-5218-S ..,-, 16or6Q Per RFI #15 100A,3/0, NEMA 1 Revisit RFI 15-16Andy Tran CNB PE 04/02/10 - Revision No.1: Additional Information regarding this RFI is as follows: 1. ATS shall be a 100 Amp, 3-pole switch 2. ATS shall be Nema 1 type and intstalled in the control panel enclosure. Andy Tran CNB PE 03/25/10 - In response to RFI # 15, the MTS (manual transfer switch) indicated on elevation 1 on sheet 17 shall be an ATS (automatic transfer switch) rated for a minimum of 480V, 100A, and per specification section 16050-2.11. The make and model of the generator to be supplied by the City is a Generac model GR85, SR#3119161. In reference to my 2/22/10 e-mail regarding the start/stop cord, please provide a standard 14/2 SJO cord with ground wire. Per RFI # 16 RFI 16Andy Tran CNB PE 04/02/10 - In response to RFI #16, please relocate the existing Yagi antenna to the new contro panel per Elevation 1 on Sheet 17 of the contract drawings. Additionally, the size and type of coaxial cable currently being used to connect the existing Yagi antenna and site radio shall be matched for the new installation. This activity shall be coordinated in advance with the City's staff and after the new control panel and telemetry system are on-line and functional. I sec 1,XV IOOA.2n/"11N.:,,., . .)W.JQ(AIC.ICIOttHCI.OSU1C BACK BAY SINGLE LINE DIAGRAM 0 APPL£1'0H M)C'IC)l-4RS,, ,OOA,, ~. SI(. 4P, ,nu: 2- OCHJRO.Pl.tn (SO: SHtt1' 19) ~ ~I L] I.Oillt.<6U: l"l. _______ _.:r,,. P'Z---------Z1A CON'IROLS _____ lA ,,.,,. _______ .. '29 LNtOC'Sl MOTOR 7A ,.. ---oos----- cao.n ... .,. s--:r -:r sec,.,...,,,.... ~™C ~ PANFI A , . .,, ...,. ..... J/4• """'ENCL ~'IIOl.1~ J -WAIN ~ IUS ~ LOCATION ~ 7" -: ':,'.,... ..... "· .. n.., LOCATION ~Cl.TC ""' .... .. . ,. """'""""""' """" 000 ' ,. I -' ,. ' I -""'"' ......... .... ' ' ,. J . ,. ' I I -can...__ CONlRCl. Pl.tn • • ,. ' ,.. , .. , • . " -·-11 IJ .., .,. WATT'SJ\M: ... ... .... , ... .. ,.. COtl'IWl. PNC. TOTAL WAff'S;o, "2.•20 _, • IO ""-, . ...,,,..,.,_....., ,rnJ! ENCL "'-"'- LIGHTING flXTURE SCH EDULE .. -·-Jll<llJO( LAMP nP< MAIU'ACMUI 0 ""' ~~--fl Ei ,~ "" .,., IJ -- o; ffl'~ -;1 "" ,~ JllCCPf I -'"'"'''"'" I IT IUI _,......,.., . ..,.,,......, ~L EVATION 17 NOTTOSCAi.l ,. on . ...... ""' -· ,..., ... -"""'""""""" -..,... C.Q. PEJI SCE REOUIIDIDtlS -·-~· 2' --Al$,O,~ -·-,,_ .. ... ..,... M M '20 """' . ... .. ..,,,. ,. M ... "°""' Pl ., """" ,. ~· ... ..... ., 0,Cnl(U.,>-BOJC ~· " --UIS SfAl\1$. INnl.lSION, SPAIIQ DA'l'IIIU.. ~eox: ~, ~· , .. ...... ,., .. ,.ue DOnlDJ. c.o. CONfflQ..P.Ne. ....... =-<MU llft'nlll.L. LOS 90X ~· ~· ,,. --LOS I• 2 S'IMBOL ""' --..... ........ -·--" ........ -·-"' -.... n.o.-.,(ll.) IQ.TAOC ...... 10 4' n.UOAtSCtJn FIX1UAt., RDIF'OACU> , .. ,.._,..,,., WAI.I. :-:-~,.,.~~ ... ~~ 120VAC (2) ~.!l.LCTllONICL«rUAST J2W .. a 'IIICT UICATION. FUT WAU, Mm. DIIMl!ff ---uat4-2l2-V:ZO-OA --=-·--Coll: TOU. fREE l--800 227--2600 12 ........ " ClONTACI..PNG. .... "" .. ,. P2s.n:H IIORAES PIIAII & ASSOCIATES -·-' ""' ....... SCHC SCN,o,t n.s. l'Ul00 """" ~· ~· ,. -l'Ul00 SW 0.,.) ., .. ~-... ...... ., -~-... ...... • 0£ atlk.Nll COl'IJUCTDR POI CDttDUil C-3804 BACK BAY DRIVE PUMP STATION l---+----1--------------+----l~""=, ,_=~,..=.,.~_,.--1S!NGLE LINE DIAGRAM, aEVATIONSAND SCHEDULES ----~ Ml DRAwt ... . .. , CITY OF NEWPORT BEACH PUBUC YK>RKS DEPARTMENT S-5218--S ...,17 .,.50 rRQK PAACL HAIN CB 480/3/60 -(1 (81-I25,l, PACI. U/rllt "" .J. : DOOR ~ M11>.0H 10 l-+-+---C8:.:,. .... '""'r;-,:_::.:•.:.:.. ___ ---j[@l--i f--• ..... ouo I 01/,o _______ I _____ _ ~I o,j,o ,, ......... 7nl'IMI! ~ITtlR R(LAY " " DOOR ~ "'°·"" C811-~ ..,, """ 1I:.0Af'III """ I• I00/3/IO "'-" " l-+--+----""'~r;:>--------l<[;b!-----i>----Y >-~-1--------~ 1--1>------------' -------l<---<>---"t,--........... ----1 '"'"' ll~ll"Y ,. 211-+-+-------------= ,, u ,. !-+-+--------------------,, ,. 27 '""' It 4f0/J/IO :-~~ t.olr: lOU. f'R£E 1-800 lllGM.llff 227--2600 rwo ~ OAYS etrORC YOU 0tO ... ,., ... .., ... ... ... .,. ... IO:fd 1'0MlH"'L..,.. 1'111),1 MIGi S''" ,0.0 ttll: TO t-fVIC coms:u ,a, '" " 1----------------l<5---124'1 PCMJI' OM ..... B ln-----------..m.---1~ E ""' ......... ) --~'"' J EXHAUST FAN MONITOR 01j£RIS HIIO'J llNl.lEJl(lJRRtl AQ.A'I'. NOTE TO 8E\IIEWER· M CCNffnS INOICAttl> ~ SHOw CltNCAAI,. INT(NT CN..Y MIO WILL HOT et USCO FOR 81001t.c ()R Cl0NS1'fl!JC1l0 M CONJRO.. OCTMLS ~ et OfVO.OttD BCl\ll(f)rf lNC CITY AHO tS!i1CO DU111HO 1HC POST .-.WAAO SIJIUTTM.. PHASt. ,., I lPNt_, ''"'"'' """ T ..,,_ :l02 • ,., I 1111$11!1-1 ...... , T ... • "". f-•-• ...... , ,.. I '°' • {--• -. ,.. I '°'. 1~-1 ...... T ... • $111 1 .. ,-2 ,_, T .,, I .,, I 11iM2-2 -. T ... I l4VllC C•) ... 24VDC (•) ... .,, ·--------------• ... ---------------- ... ---------------• SPHIC .,. ---------------- ,_,,.__ C-3804 _)MIii,. MORASS/PHAM & ASSOCIA l-+--+------------1 ----4 BACK BAY DRIVE PUMP STATION CONTROLS-1 --~•--...s. -------- .............. _,,........., A..'(ll'IRANIIC(l!Jl510 ..,..,.,......,,. OCil!HaMolERA'MtCAO ~QE>([J>.MolCA'IC:. CITY OF NEWPORT BEACH PU8UC \iVORKS DEPARTMENT S-5218-S ><t118 ,,..60 (-+) 5115 FR'CIM SKI. 18 -N 151& ... C8100 Ot .. A " ,0,1 .,.,., .. L •~ ..J n, '"' ws,tt-1 '?,,l" ,., tel-NOTtJI' Rl.t'4 "' SVlfCH lH NJT0 RnAY"' WffllT ia0&-111-1 , .. -~ 111 IITU (J'" $TARTtM •» ~rnllH~ ""'""' "' ,,. , .. ~7-----' .,.._ ...... ,.. lilMl-2 I $$106 . ' -..:,.,<IC 01102-~1-1 it10f--MI-Q..l•I Wt --WI , .. .... "!1.o, .. ,., "'' , .. P\.UM StlfJC a>tlRIIJ.CR A ,., , .. ,ru,y ' ,,. "' "' I.II 1ot---1i11--a.1-2 Clh1l--RI '" A " IOI "'"' ~lll--fl:1,.1 TH ~ ,,. '" ,.. CAll?-11152 '" A " ' ... G "' ~ll◄-1 ""''° ''° .......... ' $$121.4 '" ·-..-:WL4 dllt~2 "' "" __, "' " ,., "' , .. ,,. n "' 121~112..(U:-2 ca,,._., ,,. '" " " ,,. ' II'....., n , .. "' '"' '" CONl>uD-- m',&';"" ....... 1101 a»mo. f'Q\,'ct "'Ul><T ,icrQR: SAVDt 1 Ill ..... aw PIW 1 itl CCNQIQ.CfltUI Ill """"""""""""' ' 1111,111 -·-WIYftaMJI.O,\OJUfl,ICIIO,IT 11£S£1WTHMCMJII..Q,IO~ lkmOWATlttCIIClfQl!SrNnUI .. ,c _,.,,..., Ill ., ... "" ...... ' """""'-"""' ml wartl!RECt.lRtDAD.AY 2 Ill''" -·-11-w~ u:-~~ Coll: TOI.L f'R£:C 1-800 118 ALERT 227~260() ~ WORl(INC 0°'1$ BCFOltt: YOO OIC. "' '!l.n ,.u ,,. "' ,,. "' ,,. "' , .. "' "I"' 101:.' .., ,., ~,u ,u ltl;1~2 ,., ,.;• I DUOO "''" .. , .. ,c ... "'"" ·~ ... ~ ...... ~ ... ,,. ,., "' ,., ... "' , .. lfl7 , .. ,,. , .. -""'~~a~= --------""-o-11- ........ ,.,.,.,. ""' " " """ ... , ..... ,a "'" M.._,,A.2 CR~ A1'-'A2 "'" " " "'"' 1J.'-'1, ~ 13,'-./1; l nnu J;i,],11 ,.,., .. ..., ~ Al'-'112 """ :J,.. .. A.t\../A2 I.JI~ "" ""' .....,., """' -<-r- II!"' II! ~U~:5ui§ .= uTt>t ~ RJR prMTOlf~ ... LOff ii ii ii ii v v v v v ~ , , , , , INTRINS!CALL Y SAFE CIRCUIT ,.,,.., L ttJiHIJUJ'fl'OltlltrlflH$1CCACtfJS»u$J'IIE&S",Ut.UYRIOM ML01'E'ICOHOCITill'ER#E!ClllfClUIWflmtl'OR ~ lOCAT1CWS 1, ,WU,Wffl!IWO,Oral#/111,lLSnMNKJflltMUS'T._ISOUlrt.o fflOIIAU.OnfDl'WX.TAGEIIYATLEA3'11M:HU. TB6 CH1. ' A■ f\,TI 1$1t I ''" T'CI CSl:l.60 I ~ DOCDC'Y . "'"" ..__ """' au C e nn ISR r DRY Ctf:2:ll0 ab61 O D-~~ """' , , , , , , , NOTE TO BE\JJEWER· nc:. OONfft<l.S INDICA'ltD ~ SM0W COIOlAl. IH'IOIT Otl.Y AIC> 'MU. NOT ~ USf;D FOft IIIDOIMC OR CD!Sl'fll.lCTIOM. TH£ OONT'ltQ. OCTAA.S ..... BC OC'IQ.OPU> 8CT\fl(f)C THE: QTY AND £SSC0 DUfnHG 1'Ht POSTA'#JlffD SUl!!lt,lffAL.Pt-Vt.SL N'fflO'lo\LlllC(ll,l,OC(D; ii v ii v ii ii ii v ii ii C-3804 l--+---+-------------1----1 BACK BAY DRIVE PUMP STATION CONTROLS-2 .,_ IQB>Tl(llm"ll(\GOG CITY OF NEWPORT BEACH PUBLIC v.'ORKS DEPARTMENT S-5218-S =1 9 "'60 Per RFI # 28 As Built:Using existing stub to hook onto flow in proper direction I CRI\PHIC SCAU: L-..-U--: (l>lr'Q'f) lllo:h•IO n,. ------------------ ~--I DEMOLITION NOTES: 0-~~~~«s OR't#tU. RIO()F' ~ t;ONClilt'Tt ~ STRUCTlR;; TOAMNWIJMOf 4'Btl.OWC#AOt...PuNCl-!11011 IN~(\M.stW)TONJJ1ll~JU VOIJ WITH 5ANO TO Q!ADE. ~IIDICNt ,r N:P ~ TO IMltS HMC,,ttn. [£}--IIDICNt If" cP IVPASS pt;>N; Nl'J ut-.nv l;KD'., @-MICK Pl.LAA NC) SQW;[. Pfl0l[CT 1H P'IACC. fil-PRV WrULT, H-'TD(. ac.._ PROttCf N f'Utt.. 0-~~~ ~~~= ftAJXlftN«Jf'l.1.\UJWlfHSNiOTOtomlll Of" AGCR[~T[ BAS(/ASffl'l.J P',\\IO,OIJ, @-.ooDOICOffllOt.~.l't'IOT[C'l'ICl'IACC. ~MJAI.L (:()Nal(1't. PWC ,_' 11:P Al lil.AHH0IL ...... .....i:>b--===-= ="",,I I Q J----,/---I • I I ~ DIii MIii! u-.,.. -Mort ---t.oll' TOU. FREE 1-800 227-2600 ,-.0 WCIJIKl!fG DAYS 8CTORt YOU DIC Tf.SUJ,U,N EXISTING SITE AND OEMOUT}ON NOTES CONT"D: 1• SU: a.ICTRICM. DOM:IIJTJON ~ FDR W0R:£ INf\'.111:MAT'IOK. :,. S,UIOJt NE ~ A!>PtW.T PA.vn.Dff ~ RCCUAO n:,R CONS'l1tUC'nCfl Of Pfl:0POS[D fACUTe. stE ~ Pl)fl AN'.I @-P'l..l.8 . .a>~'IITrH SN,10.. 0---4,S' • MNfG.L llfl01[C'f 11'4 ~ [!J-1rt~vtl"~ ~i = =~::,:r.;:~ ~ 00 fil--ru. ~ JCl> \'Dfflj ¥1TT'H S,l,N1)_ 0-S1'MIJ UGHT, ~ ti PUa. ~ i:t WAf'ER PFWNt, ~ N Putt. ~ STtlRW ~ Plli'NJ, ~ M PVtt,. 0---MWOJ[ r 'SfWat TO UilTS MCA-10 ON ~ U- 0--ROQt 48"• M.WtQIL [I},-~~ o..ccT'RICAI. S,tft-QfT, IIDOO,L [[r :?:rf,;: ~ 2~~ '" atS) ro UMff'S (I}-LANOSCAPC UQfr, ~m;r "' PlACt. I ------' --~:;J,,,;; "I" 1 I \ ' ,' \ ...... _ .... ___ ,,,, ... ' motATI0M SHltU. IP'[ F'RCJ'TtCTU) I'll f'V,Cf;... COH1"RACtOlt MAY. AT THEIR OFIJOH ROIQYENIOfttlNST.tt.LDl£:SI: ITIMS.ATMO AC(NflONM.. CC!iT TO 111[ cm "'-AU. fttlES. ~ .-.5 NlKIY[l) OR CIOQ8U ~ lilt l'ftCf'fR!..'l'NJDI.RALJ.l'~OF. ~ AL.1 EXC,l,V;,'110N$/','()OS.fl,t0lD ., 'Sil( ca; '!ti CC)HT1lAC1'0R JIICIMIY ...., ~ StW.1. 9E ~ Wfl"H NA1M: sa._ 10 (;R.a. MD Cf.NPilCJID TO 90X l'EJ,Th'C 0EH51T'I'. &. ~ ~ HICM0fl: IOLT lQ.fS AN0 ~TIOOS nAJUeH ~ !5IWJ. BE. ORY PAtKttl Wlll4 ..r»t-SlfllNC. CADUr, 7. SAll'CUI" NC)~ ~ QJRa wm:R Nm SIOtWM..l(S TO ~ CONS:ri\'IJCflO JOlf,(J M lt[(Mft(I) f'Oll ~ Of" f'ft()fl(l$(O fACUIIES, SEE snt Pl.Nil ~ W:CTRIICM. ~..OW.CS ""'""""- i I ; 1 I 0.. ' C-3804 BREN TRACT PUMP STATION DEMOLITION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5218-S Hr! 2QCF6Q Per RFI 40 and 40.1 additional fill material. Andy Tran CNB PE 07.30.10 - Based upon the construction field survey, it appears as though the construction survey is approximately one foot lower than the design survey. The City will provide the design survey control points that were used to generate the existing topography to eliminate the discrepancy'between the two surveys. In order to provide adequate cover for the footing, Metro Builders shall place a minimum of 18 inches of the excavated fill material over the heel of the footing. The maximum grade of the fill material shall not exceed 2:1. Where soil coverage above the footing meets or exceeds 18 inches, the finish slope shall match existing grades. The new and existing grades shall not impact the adjacent walking trail. Neil Harper / Dudek 07.26.10 - As per our earlier telephone conversation, please provide the actual surveyed ground surface profile so that this RFI can be processed/answered. Per RFI # 35 Construct IW cleanouts per Sheet 21 Andy Tran CNB PE 07.02.10 - In response to RFI #35, construct the 6" IW cleanouts per Sheet 21 of the contract drawings. Per RFI # 29 No chute is requiredAndy Tran CNB PE 07.14.10 - In response to RFI #29 and Field Memo #17, a rain chute is not required on the Polaris Control Panel because the panel is located in a building enclosure. This was confirmed by John lvins of ESSCO Pumps, the control panel supplier. Furthermore, as per a telephone conversation with John Ivins, we have requested a sketch for the proposed rain chute to answer the Bren Tract Control Panel portion of this RFI. The rain chute should be included as part of the revised submittals for each of the other four control panel that resulted from.RFI #32 (SCE pull section and clearance Per RFI # 38 Installation is required per sheet 21-22 Andy Tran CNB PE 07.14.10 - In response to RFI #38, the water sewice shall be installed per contract drawing sheets 21 and 22. The proposed solution connects to a pipe in a higher pressure zone (Zone 3 Non-Regulated). Per RFI #6312" WL Capped Andy Tran CNB PE 11.10.10 - The proposed RFCO #17.1 is approved. RFI 17.1 Andy Tran CNB PE 04/08/10 - As per your request in RFI #17, Section 11500, sub-section 1.01, part A shall be modified to allow pumps with a 3-inch or greater solids handling capacity. As built -10" from curb Per RFI 36 -Existing 12" cap coupling As built - ATT 16" concrete raceway 70" deep. As built - 80" deep 2-2" pvc Cox As built - 30" deep street lighting 2" pvc conduit As built - Pull box for communication line. As built - 2" sprinkler water line and 1" pvc Low voltage As built - New communication Pull box As uilt:4'-2" deep Per RFI # 35Andy Tran CNB PE 07.02.10 - In response to RFI #35, construct the 6" IW cleanouts per Sheet 21 of the contract drawings. RFI 28 Sheet 20 Note 2 Andy Tran CNB PE 06.16.10 - In response to RFI #28, at Metro Builder's option, the existing cable TV and electrical conduits may be temporarily relocated and then reconstructed in their current locations (after construction of the proposed improvements). See Note 3 on Sheet 20 of th Contract Drawings for reference. RFI 36 Andy Tran CNB PE 07.12.10 - In response to RFI #36, please submit a Request for Change Order to cut and cap conflicting portions of the existing City 12" ACP watermain. The proposed end cap per your July 7, 2010 email is acceptable with one exception. The nuts and bolts shall be 316 stainless steel per City Standards. I I I I I Gl<APHJC SCALE L-tllL-U-J ~ IIIIAWIT -.,am-~ C-. TCU rnEE 1-800 227-2600 I~ rwffl<COMIWIHO""- ~• 19-TICHNOLOGYc.M ~ a'IN.c:Afflll simnt.: 'P.P,923,6000 #I(... liOIEl"TF.!D;IIAH I I I \ ' -..... ___ .... ✓ f-+---+---------+----l J I I I I //' ' I // I ~,' sa ~ !ZChON a-11 n'.IR lilCIRC N'O ON 1H£ _........_ 2.. M.J.8URlalPfllNC:SlW..Ll!ltCOHS'T'ltUCTUIPatMCM9 STNCWtDS; 106-L-A. 105--l-8. los-4..--C:. 10,.-l-0. 105-l-C AfilO 106-L '-00HT1'.ACl0RSl-W.I.PftOYCXA~NO'TIC(lOr ~=~~~5~~~ TO SHIJTtlOWN Of UNE;. ff M SJ;WtR UNt ~ ONLY BE SNJT'OOM,lffJl/tAMAXIMUMO,IOONSCOml(ttOUft!NfO Otf..'f'OCE ~ Ntt 2" HOUR PUtlOO. 0Cffl1t.-.cT0R SIWJ. ~~.W::~~~"':c~~ S(wtR TO THE 5-'TISF"ACTICII or~ CNB Alf) (;RS. THE ~ IMY Nat lllmlt,I Nff WOflJ< 0111 "'8X:l« Nit W.~/[~ '"°"MS~ Of K 'lll0fl:Jr: WfT1. THt PV,H suewm~ is APPAOwm 8Y' THt cm OI' Ne#PORt """· -4. ~ ,¥iO fNSH (;R."«S (lH ~ SUlf'( ~ W(tCH LN..£:S!.onitRWIStN'.lrAffl)fiP\NCS..!';rlSlarsl2--.30 fOfl: n41Sk f\00R/'SUllf.Aa: c.RHKS ~ 11\W SfAno-. JH0 ,..,....,.,..,. Stu.ocD~Nc«;A,TD-r' ~AHON;~Y '1.11.LVHI: W.D'IHS 5tW.L BE DON£ ~1.UO SI'). ,_,,.__ ---- BREN TRACT PUMP STATION SITE AND PIPING Pt.AN C-3804 S-5218-S .... ,.,.....,. .. ........., N'Plll7im04£0CID:Rr.io.t1£:,o CITY OF NEWPORT BEACH PUBLIC WORKS DEPAR'TMEMT .... 21 .. so As built - GasMeter Per FRI # 19,19.1,19.2 -300PSF rating As Built: Gas line As Built: Gas line As built- pvc pipe sleeve for gas line. Per RFI #22 As Built: 1'-6" @ F. F. As built: 5" 9" @ 6' - high From F.F. As Built:4'-9"@1'-4" from F.F. As Built:3'-9" @ 5'-7" From F.F As Built: 6' @ 1'-4" From F.F. As Built: 12"@8'4" form F. F. As Built: 7'-6" Deep to top ofpipe. Per RFI #2 ( VCP) Andy Tran / CNB PE 01.25.10 - In response to RFI #2, the 8" influent sewer pipes to the wet well shall be constructed of VCP as indicated on sheets 21 and 25. Construction Note 1 on Sheets 22 and 23 is outdated and refers to sheets 21 and 25. It should be noted that there is neither a cost impac nor a schedule impact that results from this response. Per RFI # 2 - 8" VCP Per RFI #21 TREM. Proof 250/60 GC Installed instead of TREM Proof 201/60 Andy Tran CNB PE 04/26/10 - As per your request in RFI #21. and at your option and cost, TREMproof 250 GC may be installed instead of TREMproof 201/60 (requires 28 days curing time of concrete etc.). Provide this alternate product as a submittal for approval, number the submittal #27.2. note the product substitution request on the transmittal form and reference the response to this RFI #21 on the transmittal. Per RFI # 22 and 22.1Andy Tran CNB PE 05.28.10 - The purpose of the louver in Door #101 is to provide air for combustion and cooling. Solely relying on the open top (i.e. no roof) feature of the structure does not promote air moving across the radiator for cooling purposes. The louver is acoustically rated to minimize the sound transmission to the homes across the street from the pump station. Thus, the acoustic louver in Door #101 shall be provided per contract. A 40 STC rating is satisfactory for this application. Further comment on this door and louver will be provided in the pertinent submittal. Per RFI 58 and 58.1 Andy Tran CNB PE 10.04.10 - In response to RFls #58 & #58.1, the Bren Tract fencing shall be 42" tall, in lieu of the 36" tall fencing as shown on the contract drawings. The maximum spacing of the post shall be 48". A gate shall be installed by the staircase landing. See sketches below. Andy Tran CNB PE 10.01.10 - In response to RFls #58 & #58.1, the Bren Tract fencing shall be 42" tall, in lieu of the 36" tall fencing as shown on the contract drawings. The maximum spacing of the post shall be 48". A gate is not necessary at this site. I I I I I ~ r J ~ I. ~ llffi1mR wt1 1IO,L SUWN1:$: 'SHALL 81£ 00,l,'fC) WfT'H Tl« UBft0N UN1Me ~ AS P£1II SJIWflC'AnoN' S[C1l0N 0fftO (80 -.S Ofl, Wlt.t.) 2.. ALL DUC'Tll.£ 110N Pflt N«> fflllNG:S. :51-W..L BE ~ aA5S $,I (l,IN) AMC: l"OL~ ~fD. .'.1. ~SMililADJUST s,QOl_LrnCT1iSASl!fOUIMDFCfl [~00 5IJffl.lJ) NII,) ~ 4.. m.a,t QP.MI£ EXtf;Rl0R C$ PUMJI' $fA110H,, wrr' WtlJ. Nffl 11£TAM<i!OWAl.il r.w..l.llf~WIIHCOol,L_f,Alt[PO)(Y, ~ P1.UO VM,'«5 $Hl,U. lie: IN!i™.J.tD YITIH SV,T lF51iltAM »ID WITH Pu.JO !.TCMD lfl fHt TOP o, M w.L.V£ 'lt1CN IN THE Cll£N -· t. Jl.OOft Of' '1,.IWP St.A,~ SKl,ll. BE; 5U)PO) AT 1 :r. (WIN) IN AU, OIRtCT10N'S lO SIJMP. 7. N.i ~ .Dtl"S nmNGS SKll.L SE ll1STIWtD Vlfflt • WD.AU,11',; 1'r'Pt J;1£SJRAHH(t Q.AN0S. l!I. Ani\CH 1lfflTll:'M. fMt!'i Of' DUCTM. TO \11111..L W11H lkSTMIT ~POtocrM.lOIISHHT~2. 0. NJ. COffA-LOt( 'l'D.0t,lfN[ l'VC ~ 5"ALL Ul'-.f4t (O'TA•t,OC: TVPt FllTH:S/DXP!,N.'S AN) et SM 11 (11M 'DO:N!'.SS). 10. CCCENllUC PI.U(, VJL.'YD 5>WJ. IJE ~ i:,;e,. Fl. C1. HUR, Hee ~ VITTH ~ PWQ, J COllS ~ EPQ:,rr Oft 1,111..U[Ot F10 601, N. 1. ~ J. co..:rs IN'l'tllPW. IJIOJCY". e.is1 ~ IIOO'I', MO:[L SO.J. ltOUNO POIIIT, IMU. PlUO F.QIO SToUNl..tSS mt!. P\.l.X1.. GRAPHIC SCALE L.---W- DtlALERr -.,~~ Coa: TCU. F'Rt'£ 1-800 227-2600 TWO WOfl,CIHC. Cl,lYS BEr<:RC ffl.l OIC:' CONSTRUCTION NOTES CON'l"D I I~ I I I ==f~~ I I I ~ I I ®-t== ~2DIJf'1~/~~m:r'SW:: OUT 1Yf'I: ~ (1100-(nl • u· SP). ®-TRNlSrOON 1P&£1'-oon.£1' COHt (R.D X Hu9). ®--r SQ4 110 ~ SQlvtNl 'WD.D PUWP YOWTt "Vil' ~ AHO mTH;S. i=3/< I"«: ffl\lt Ut-lOH kl. VAL\'£ W/ ~ 3/4' TO r. 3/• .. CONNCCn0J4 lO flUNP G111L CORROSOI P'ROOf" AO,A.ISTAllt.E ~ CWiWtR AHO R£~ """' C □ CONSTRUCTION NOTES CON'l"D M'ffltWl!Llft:~ f--+---+-------------1------. »J1f111Nliii3ffo """'"""""""' ~ ~ n1 l)A'C 10 BREN TRACT PUMP STATION STATION PLAN C-3804 CITY OF NEWPORT BEACH PlmLIC WORKS DEPARTMENT S-5218-S om 22 .. 60 Per RFI # 67 Paint post black. Andy Tran CNB 02.03.11 - In response to RFI #67, please extend the retaining wall towards the bottom per discussion with City lOR. Per RFI # 26 Andy Tran CNB PE 06.16.10 -In response to RFI #26, the correct dimension from the back of curb to the face of the drywell is 7'-8". While the two sheets appear to be in conflict, they are not. Sheet 23 shows a dimension of 8'-5" from the flowline to the face of drywell. Sheet 26 shows a dimension of 8'-3" from the top of curb to the face of drywell The dimension between the flowline and the top of curb is 2 which is consistent with the plans. Per RFI # 62 Bedrock @ bottom Per RFI # 33 No change in plans. Per RFI # 69 Paint Black Per RFI # 64 Not installing the top 1'-9" ring Andy Tran CNB PE 11.12.10 - In response to RFI #64, the proposed solution of not intalling the top 1'-9" ring and installing a shaft is acceptable. Per RFI # 2 (VCP) RFI 69Andy Tran CNB 01.31.11 - In response to RFI #69, please provide the City with a quote to prime and paint all galvanized surfaces associated with the Bren Tract fencing. Prime and finish coats shall be as described in Section 09900 of the Technical Specifications. RFI 39 Andy Tran CNB PE 07.02.10 - In response to RFI #33, the calculated range of flow rates when the pump(s) are operating is 225-gpm to 325-gpm. The station has a design flow rate of 275-gpm. This should answer line item 14 on th submittal certification sheet. The range of flowrates for calibration should be 0 - 450-gpm. This should answer line item 9 on the submittal certification sheet. New fence per RFI 59 New concrete slop in wetwell. ff-0" 5IJm...t!!llEli I. ALL ~ WU VIO.l SIJAf"ACt.'S 5HALL Bf ~ WIIH TH£ ~~).!i:YStDI 1'S PO: ~T'ICfl ~ OHM (80 2. AU. OUCTU RON Plf't ANO FTtTacs SHAU. at n«;MH£SS CUSS B,4, (MN) ~ PQlYUl!fflWt( Lil@, J. COll1RAC:roR SIW.l. """"5l ~ ltNllHS AS R£OlARED f'OR ~ SUPflUl) NID ~ 4, BU.OW ~ D!lOD0lt OF PUUP 5TA110N. WET 'lliLI. #10 flOAftNQ WN.J.$ Slw.l. 8E: ~Tt':D Wffl1 CCW. TN!: EPO:t'f. 5,. PU.JC VM.--0 SWll.L K IHStAU.£0 liimM SfAT ~ NCI Wm-I ~ IN IHC TOfl' Of" THE ._,Al.lit: 'M-1~ IN THC CP01 I. ~~~~TION SWIU. !IE'. 5UJPtD At )~ (hlN) If AU. '1. ML. ~JtAI. J0IHTS l1JffiCS SHALL l!t RtSTlto'ltC mH -~ 1"l'PC ~ CllNIOS,. II, ATT...c:H 1-0ITOl RUNS Of 04JCT1NC JO WM.l,. wrtH UMSTlM' $UPP0RlPUl:OCTM.lOHSIUT:i?.. II. AU. COOA-1.tN( 'l'b..OUN£ NC F"IPINO $tw.t. LmlJtt CUT,r,-LOK. TYPC nTl'IQ/COUPUttQS .\.'ID 8' SOR 17 (MIi -no:NESS), 10. EOCOfflllC PW0 WL'Ytl5 SHAU. l!lt ~ P(t. r1. Cl. N8llt, NflJ at MTN S'S '1..UC., J,CQ,\TS WltJl:PW.,[JIO)('t(:.t IIUHH: nQ 001, M. t. S l COi\1'3 ~ D'QXY, CAST lftOt,I 80171'. NJO(tL stAI. ltOlJNO P<IAT. 91.»M PwO ror:i st,i,i,uss mo. Pt.UO.. ""' ~ ! .. ,t· ~ ~TRUCT!ON NOTES ~ r ),<"SOR ze N'l.UOIT stJitlt. 'Stt SHCtTS 21 NtO a r01t ..,.,,........,. ©-~: =:rNC>~~~IN-PL.ICE ~ Qr~.~\~,~ ~~"f SWtrP l!ICND {wu: )C WU) (PMT 0-' mJ:MINC PYC PFm. I':: ,::,;,r: POI OET"'11. I a,, '51-![[T !lo2. ,r CF va fl.NW) su:TION tl.!IOW (M), ct,WAU.St.f.M"(flCXPC). fcJ...~~41rrv~F!f ~Rf'J,W/ ~.ie.! lMII ~ 4"0IP'5POCl..(n.GXGIMXM). ..,>--r-:::--:--:-;;r:7;:74;:Ji~~fr=f.~~--:"~:-:-::=1;:;~;i;:;;F,::::::::;::::;:;:;::::d,I .... :mu JI VICTMU COUP'UIC, 17"C-7"'---:;~-;:=:i---'~./ L..:...-'--~~-~ 'V'J'='•':_-r-~-c.,,---"h,1 ,,f--:,;=::::;::!::=--~-,,,=== ~~~~~:~~~x~ PUMP STATION SECTION @ SCM.I:; ,. • 2' 22 ~ DIIWIIT Coll: TCN..l. FREE 1-800 227-2600 1..-0 WOflllUNG 0AY$ 9D"QM YW r»G r,.!l[[lWI " ----@)-w;R1XAI. TV't: Cll:'f PIT I.IOTCR (1~ N-ID 1150 llflM}. SIUf H01[. (NP) CONSTRUCTION NOTES COHrD ®-~::::::il:r;r.~,~~~SW::our lVl'C ~ (1100-Cf\C • OS s,t).. @-~ 91Ul-0UTID 00Ht: (FW X tut). ®-~-'° ~ SOLVOff WQ.O NM' '-QWtE ~ !'PINC~ 1:3/" Po<:fftUC UNION IWl 'H.l.VC W/ 8U$let0 Jj< YO 1·. 3/lt 00HflECTIOH TO P\AtP \l0WlC. Q0RROSlOH PR00f' ADJUS'TMILC WH.W. DA.WPDt >H> ll£OIS1lJt. ----....t ®--~ C0NCRtTE I-Voll" ~PPORI 1111,0(:tC Pt:R DtlAl. I OH M -Z:!L-J.....1::::2:+----lc.-..l'.='-<l'fL._),-t @-~J -~ liQ'CH PO 0£1,t,R. 4 ON S1ttD 52.. ®-r. ~),PIP! MQf (0,1,YUCHT PA: :t160.0 o.) N.o -r' l,lt,WEl. l~:/oo-~i:~(RQXM). 4• 90' UP !IOI> (ru. X FLG}, .( 4tOIPWYt(FI..Cxn.o'). •• DP lk-"ID Fl.NIO£. 4" OIJ'l'SJOt 5"1ll'fQ NfD L&tR SW1C CH£0: wot: {M ,: A.~). ~~~,wa: olQtP1tR (n.G IC WALE)(PHn NG. ®-f1~ ~~ S¥l'UP l!OIO (\W.I X WU)(PMff ~ @)-r' lUOWINE: PYC O(Ui\,INQ.. @-~OftN(~~ (l'USII-OH OP JC WU)(PNt'J tlO. @)-~ CNPTII ('1.GX fl..C), ®-•• ~ (ru; X IIU) [QUIPP[l) W/ VA,L'it BOJC ~ NO RIS(R ptR:(;113 $TO !l,11-L,. ♦' l\'P,i&s ~ ,irsat ASSOI.BLYl'CR ~, 0N ~52.. SUW'P\IMf'NQPll'INOPlltorrM..IOHHil~ f wrnffl.L R.O,l,l POI: COM. I ON SHll'I '54, '\"'ill-!---P'I.NiGt Tf'PC Pl'C SUPPOM Pot OU.,,._ 2 CH SHEn ,-;3, ~I=~~~ I::..~=;:.::.,~ 10,0 a:tf1'R0L. ,AN[l PER SllllT Jl-l:i SWA:WA'I' NG~ P(JI 5HfX1"S 2f Ttl JO. ~~sc:~: =~-~NO nm~ MU.ISTAl;U PIPt !illPPORt ptR CNB 510 ll.2-1. D00lli @ ,eJt soouu: 0t,I :HIT Ja. ~ PIJt SHUTS 2&-.30. IJIUJY~:s1ta:ri1. ~ ClCltCfftlt H0U5tJ<tDIN) P'AD ~ 1!£fA&. 1-OH~~. CONCftC! GDIDIATCfl P/AD POt DCJAM.. C ON SHCfl 5J. <4$'0IPBD4)(MXIU) ®-~~~~Ftf ;.,,rlf! •I ROOIM3t.E ~ ~~ OIP5"00l.(n.cx~ ----~ ' S1'I\E l1 VICTAWC COUPUNO. <OIP5'100t.~XP[). NIJTtiwiiii:ii.i-10 ..,.,._....,. ®-~ A.l 51.0PE JNDIC\TtD BDWWil 1i1ANHtU WAUS ®-" tw,'$P'OOl.(Fl.(;:tFV,).. 4:1 <WA.GllfZT'!Cn..Gw~(ru;XPUi~-lJlf'M650. )=«8 ltOt0'JI. IKIU!tff, M00fl.. 22:«,C! OR tol,,IAIJ, ®--~~~~c::,~~~Of'IN '°"""""'-c,..,: SOfl'!la'. NolD ~ P'OI: SHIIT 21. I" WAn:J;t 5UlYIC( AN0 Ml;;TtR ~ 5J«I' :ZI. " ~~ ~ IXlf'Ptlt ~mHY\DIIE ~} w/ 2r ®-~~-~PRINCIPLE~ ~y ~ CHB ~ r ~ VAi,,'"'( ANP RACK POI: OP.-., Z ON~ sz. t"HCfl'CGl,SPf'lt-tG W/2.<WIN!MUWocr.nt. (Xlt,IN[CT CiA.$ PPNl ro C£N£Jti.TM PIii SCHDMne Dl"W.. 5, CN...rnO> i: DUC1'IIG $IJPP0IIT POii toil.II.. J ON StC[l .n 1/tMT RISER POtOETM. &OH 5M(IT':.i2. ~ 40 P\IIC SOL'-OfJ Wt1.D ~11CH fllPIHG ol.NO BREN TRACT PUMP STATION STATION SECTION I C-3804 CITY OF NEWPORT BEACH Put!LIC WORKS OEPARTMENT S-5218-S HI1 230-60 BY-PASS ASSEMBLY SECTION@ "" 22 ~ 1, MJ.lt,tlVtl()flwt'l'"'IIQ.LSl/llf'ACUS>W...a. 8t~WIJH JHC «eR<lN° t....c. ~ A$ P€Jt SP(CRCATlCH 5ttTIOM 09980 (80 WU Ofl, ._,), 2. M.l OUC1U" ~ "ft AHO ffflH,;lSSHAIJ. 8C~Q.AS5 ~ Clilfl) >HD POl.WftfflWtt IJO. J. CON1'R,,li,CTOR SIWJ. JIO,A.tS'I Sf'OOl &DfOlHS A$ ~ FOR: t<IUIPWOC1' St#'fluCDMO C,l&(fl'$, 4 98..0IW ~ EXTUUOfl' OT P'I.M" STAJIOtt ~ wtl.l.MII) RtfANNO W.-US 9WJ. 8£ CG,I.TQ) M1M ((1,1,L_ TAR £1'0X"r, a. PU.1G 'iAl.'oO $lillL ac llfflNJLD ""'™ Sl".AJ uPSJllfN,I ~ ~ PI..IJG' STOfleO IN IHt IOf> Of" IHC YN.vt WHEN lff IHE CFCN -· &. ~~';'~~ SHH.1. IE st.Offl> 41 "' (MN) If Al.l l. NJ. ~ JC»(fS f'mJNCS SI-W.1. 8C lltSUWNtD 'Ml'H •~ l'IK ~NG CUHOS e, ATTN>! ~ la.INS OF OUCTHl' ro 'tW.1.. '1111H I.HS'rAIJr" SUPPORT POt CCTAl. 3 Cit S>HJ .,:t, i. H.1 C£lnlv.t,OK Wl.OMN[ ~ PfllNC SH,l,Ll UTl.ll[ Clffl'A.-1.0K 1"l'Pf: fl1TIHCS/CCUU!C$ ~ at 50ft 17 (1,111 TitCl<HtSS), 10. tc:etH'l'lt!C F'UIO VALVC:S SHN.L II£ 0eZ\ltlk; PR. r1, C), NOit oYI;) CR '"TM SS PLUi::. 3 00-.TS tntlltw.. 0'01« OIi: WUJICOt ,=iq 001, M. I, S 3 COATS IHTO'DW.. t:POI«, CAST ftON 800'r, NICl(tl S(AT, ftOuNf> PC«f, 91.Mo\ PwG fN:}ffG $tol,INl.£SS m:n. ,i_uc;. 10" VENTILATION SECTION@ SCAl.L: 1 • 4' 2Z PUMP STATION SECTION @ SCAt.t:r .. r 22: 10"' VENTILATION SECrlON@ ~ ,. • 4' 22 llli.wllf --F-~ c.-: Ta,L FR[[ 1-800 227-2600 TV«> 'M;lRXINO OAVS WOE!t l'0U OIO CONSTRUCTION NOTES CONTD ®-~ :-i~cr,~i~ ~~~ our hff COHSTRUClKltol (l loo--c,),I . O.S' ~). @;-ntNfSST'ION INUT-oun..cT CON[ (M lC If.Ill) ®-1• SCk 10 P',IC SOl-.off WD.D P\M' ~ "'°'1 ~ ~ nnms. i= 3/t" PYC 'tFIUt UHIOt,l kl YAL.'o't W/ 8t151-11NG 3/t" iO 1•, 3/t" OOtKtTl0N TO PiMP vot.uTt. ~ PROOF ADJV5tAIU. w.llJAI. tw.lPOt NIO lltQSTtR. CONSTRUCTION NOTES CONTD ~ CONClt[Tt t!OUH)([D'fie PAO PER Of;t..,._ 1!1 ON St«Xt M. ~ Cl:'.HDitAtM PID PDt Of:'l'Jtiil. S ON SH£lT U. t"•~•IJPlll:NO(FLGX:1,1,1) ' EOCf;JmllC PU.IC YAL.11! {M X A.G) w/ ~ l1'0t AC'NATCR l'IJt SHIU NOTO $ .-NO 10 i= 'OPsPOOl(JU:lC~ r mu 31 w;rHJUC: CXIUPU~ <' OPSPOOl(t\.OXI"[). I~ n-,c_,_..,, ,,,_,._,....._ 1----t---+------------+---l ~ 19l(04NOl,QO't'Wfl' -aYNt,CA9UII 5bl'lllc 9.19,92UOOO .. Nm lRNfRQ;£)&70 ,.,.,. __ ~ KN! at','11111! .. CONSTRUCTION NOTES 0-~~AHl>SM'~lltt\..UOff ~ 5o: Stal"$ 21 ~ 25 fOR ©-~: ~AHD~~~fi-PI.MX wt. ©-:;,.2t;~ ~)~ ~ 80IO (IW.£ )( WM.!) (P/Jf.T (!r,~t:PYCPlftNC.. l/'0.0,0,AAlt[OSUCnot,1[1.80¥,'(f\.C.) OP WAU. ~ (f'I.Q X Pt:). i~ ~l=} P£R Ot:TM. 1 ON 5)Q'f S2. ~~~~";.!.,Rf~_w/~U'YCA < ST'IUJI w:l'N.AJCCOl..lf'UNC. ~ < C. SPOOL (flc; X CftOCM), vtR1JCM.. ORY PIT, YORtD: f't1I[ st'WACC PIJMlt (DSCO • X 12 ff' M £Cllb!IL) W/ ~ O€Sll(;H OT; 27~ 1.l'W. :!,,[I rt Tt»t, ANO 1150 RPM. @>-~ ffl't OR,' l"fJ ~ (10W Al«) II!,() RN}. @-~ OONCllf:Jt PIA# ~ 8LOOC ~ oo;.a. I OH @)-Y X )" ACU'SS Ml-TOI PP OU.,.__ 4 QH ~ ~2. ®-fi .:;i)."" DfWN (o,..'l"l»ff "'f:" :tu;9.o n, N£> r ~YD.. <'IKTOCPIIOIO(F\.QXIW). <r45"DIPWYC(f\.CXn.G). <'c.>aJNOJV,N(X. i~~<c.-~':~{flGXn.t). < CNJlSCC SPftlNO Nl:J l.1'0t SWIHG a«.O< YH..1/£ (nC )( FLO). ~~~AN«~ (IW :ic ~PNrt NO. @r-f,O:s~°':~P\'C S\fUP iOCI (WU" X w.lUXPMll'f NO. @)-' Y0.01,tM M c:ouru«,... @--~~C~~ {PVSH.-(91 0P X wt.t){PARf HO. @-'Dl"Ttt(l'Ul"Xfl.0), ~<' RW0Y ('1.0 X ~ [OUlf>P[J) W/YN..vt.. BOX C)(M]t ~ lttsot IIOf CH8 STO ~11-L. <' 8'TP,\S$ PIJWP FIIStR AS,'SDa,Y PtJI: l)(l..,._ ~ ON 9£ll !12.. SUt# flUwP ~0 MNG P£R 1)£1',lt,l I ON SHEtT U. f Kl'WQ.LF\.0.UP0t0Ct.AIL I OHSH!DS4 fVHCC TYK PFC Sl.lf'f'Olff P£R ott,..._ 2 ON St<rf e.J. I~~-~:. olDJtJl$"lA8l. flp(: SUl'P'OftT" HJt CN8 ffl> 5-22-t. OOOR@f't1'settm.UONSJUfJ&. SIJWP ~ SI-ICtr$ :2~ UTllJl'l'PCRSff[[l21. @)--~~AT SlOPt INOICATtO et:n'IUN WHH<U WAl.lS @-~ Of> SPOOi.. (M lt R.O). ®-f!i0(.8~~~~2~~tp Al656, ®-~..,::::-~O::WM: ~~or~ ..... ~ ..... ~,;A,SSON'ICCAl«>WETtRPDtSt-UT21. ®-,·WA.TOI: 50fl,'U ~ W0CR P[Jt S>Uf 21. @-1· twPE "t( SOfT COff"ER (POL'l't'rWY\.tM'. ENCA.Sttl) P#/ 2< ""'"'"" """ ®-~~-.._l'IIESSUIIC MMOPl.( an> ASSOtal.Y POI e,,.e t 1• HOSE "'"-V! H«J NO< P'tlt OEJM. 2 ON 5HltT S2. ,. HDf't: ~ APWc; •I 2<' WINU,1,,1 ooYtR. COMf(CT" GAS~ TCI CltN£RA,Tat POI S<H'.MAJIC ottAlt. ~ ON SHUT~. t DUCTa«; Sl.,IPP()ll'1' PCR Dt'l';.a. JON SHEP.». \Ol'f~ptRO(TM.0,0H~~:. Ir/ SCH 60 PYC SOt.w;NT Wtl.O ~tlOH PIPNC AHO ,,,.,.,., BREN TRACT PUMP STATION STATION SECTIONS II C-3804 CITY OF NEWPORT BEACH PU3UC WORKS DEPARTMENT S-6218-S ..., 24or60 69.36 169.53 169.78 As Built:Adkan Engineering 2/01/11- Job #7920 170.82 ~ • 18( i ,-~ ,,_. ~ ~ 1[' C •! ---~ .S.9.:::~--~ i>---- """"_/ V I' 17( .,.,.. ~ ,tl"J2,17 NI ~~ ~ eon..or """""-,,..,-COf~~~PLF .. ,e2.JJ J'S 16( ----~ 190 180 -170- i ; I- ~ ;1 ~~! ~, ' FINISHEI SURFACE OVER~• if PlPE"\._ C0HSTRUCT 7~.16 Lf Of!" 0!/1. ~ 8" VCP S '™"R IN NEWPORT HILL• DRIVE L L I ........ c-tA.•---.. rA-o•~ C(HT(R ar Wf'T •1;).l 182.71 bl " I I HORIZ. VERT. II , \ 1"=10'1 1"=4' - 190 I ,eo- I I ~~~ 201-.82 lF or~ Dti ~111€ M' SOR t? ~.,.IN ~ jv-co~e"UCT~~ u, ~~3..~U" rt-----=-:---===t===:-=~-==t====--=--:-::=t'===~~::::::::'f;:======t=======l=======l=======l=='-1so------l-J:::::::::::::=:::::::::;::IL ___ ~,-so-l~-----.::j:1-U=:::::::::::::::::=!::=-,so 6" PVC FO! CEMAIN S-BONITA SPORTS 8" PORT SHEff'ElO INTERTIE l l -~e-~ l t , I i I COMPLEX 1.NNNECTIC N i I i r fl ~i I ~ .......... ,_.., I C3804 I ., ~-=""" I-+---+---------+---! BRENTRACTPUMPSTATION ! --=~&II NGT IIU,N iii:t II.W10 PROFILES I ~ "' "'~ CIE~~Ofll['IISQG ,ndAf r.-Jr,/,. l--+--+------------t--,r.-aa"""';;a;;~.~:;,;,...;;,,_a;.,.;"'--•-t----C-I_TY_O_F_N_f2W __ P_O_R_T_B_EA_C_H __ r--;IS=---=5-=.2718-=--=Sc-41 L----------------------------'-""'=~-==·~·,.,=-=~""=""'~-1~-=='::_· """"==---------="=":__ _____ _J_=--L_~_J~::::_:~~~'..._ ______ .r""'""':::'.~L-_ _, .... !!l'!Ll°'_"'.:....!!•O!/l!l!-!L __ __:PU8UC~::::_.:.:"'°"""::::::.::D::EP:..:ARTME:::::::::_NT::_ __ [_'l...-r='.'....!.2::5~<F~60~i DliMBlf Coll; TOU. mt[ 1-800 227-2600 Sheet 25 of 60 AS BUILT ("t i DV -------,-n ---k ·--_---------------__ ---------, . ---.a----.n-• . . ~ ----. . . . . ENGINEERS GRADE SHEET . -:,--.,-... J CIVIL ENGINEERING • SURVEYING • PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (951) 688-0241 • FAX: (951) 688-0599 E-MAIL: mail@adkan.com GRAOE SHEET FOR Sc.-J uZ-____ _;__ __________ _ SHEET __ OF DATE f.-lu1 /,, JOB NO 7 ') ?r: I I TRACT NO _______ STREET _________ ,--__ I I ,• ,"•~ ,f" r::;"' GRADES FROM PLAN NO --:.. '<' -, :,c_rif(,:,o DATE _____ REVISED TO ______ FB ____ PG __ GRADES FOR /,,J,J STAKES ARE SET ------------------ Grades are given from top of stakes or nails in feet and hundredths of a foot. The term sewer grades refers to flow line of pipe. Cul and fills are normally marked on lath for contractor's convenience onJy and are not to be used for construction. When using grad stakes, contractor shal I observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the sam line must be used in common; (2) When a discrepancy·is found, it must be reported to this office immediately, otherwise this offic cannot be held responsible for any error in the grade of the finished work. -'·. All grade sheets and stakes are void after 30 days. B.M. 7r-::. ?I 8Sttz.. ELEVATION --z··-, -,.,) STATION .ELEV. GRADE CUT FILL j b 1 l1J. t71l \! ; ~.J I I (,/ ,~~ 0100 l70 SJ Ov"f" Ii l~ w-r o-tiS':! /J_( (67 {,,) -/ '71>, /.( {y II t~ !)-f's, la ,r._~ I 3Ci (. -/10, 1t-f JI O ti , -- r+-1--,7..\ C '-;;: I C, I ",:>,.$ --/70. 2) /1'2 I fDZ 12-I Bl ~-no, 12.. 'B7 JI_.. (ti~&!, (f'Z ~!-I 70.Pl /2 ?_J /+5~~ I. r:,_ <> l/•l I( fJI l,\1'' -'f' r·;;, -. • ' • • ',J. I;,·-.. j fto0 1~ '£ 1 bZ fl,'), "/II 1"1 , ") li,l'I 11" I > ) .-· iYl 5·; Ovi ,,, i;'1 t.,'U Ir (Jf le, I [.l 31..ff l0o/, 15 /l(l-! 5(;; ,{! Wl.~t:i,r-J ·-/2 7 t> I v ·) i I 6 ~?R ·-'0)..--· • J -,;J ·v·'/ i r I/ 1·~ ' BY ;.,<./2 r:..:. A , . I - I LS. __ _ STAKES SET BY ___ COMP. BY __ CHKED. BY __ I.. NOTE~ STATION ELEV. GRADE CUT °1{filLL NOTES i ..,.. --2'2. ,.. ... •· Mfi/; +t. f - :5Ho; -E )(_l -"';,1 ,t-J <'rf ,Vj .$.I- H-·rr lA, ;;__,(; (\) ----, 31./ 8€l L, ,4-,..,J ~; /2-A-Df._ fl. 7D t3f.. 0 ,c'--1) p er::-A (7/. 2b . A DJL ''">7"'£D ~bf;JA-1 -f()/V 5 .• -ro I \s{A, TC. 4 E )(, 'Sr,,"-I t '1 4: ~s ii1. ff /p,;l{I ~ ... ' ''/ N ,, /c,-1" 3 ~ - 6820 AIRPORT DRIVE • RIVERSIDE " CALIFORNIA 92504 • 951/688-0241 • FAX 951/688-0599 New Fence and gate I ,J ~'--------1--1 - 1 I I I I I I I I I I It I I { J. .. J- :i, " "J "r .. . ( l ~ s,.. • 1. :i: .'1_ 1: I : 1 t '-It~_ ,~-~-:--:--'17 • I I L I i~.-. ~. ~-=1· _Jj .. _. .,. .• · .... J.-..=!:.---< I • ... • .. ··I I ~!l .... _: ... ··J" I • ·,··· ~:.1-~ I ~ _. , . I ~---'--'----' ,_____.._-'-< • !, : ... : .:. I -r-· · .. · ·. I f-----"-=----' • • -•• I ·(:.:··: I ~m: .. , L __ _ ,. ""' 110.00 a --- -1------L-- -... F ,-1.._...J. __ ,_~_, _______ _ ____ -_J - ,S 18.1.M 0. I -i+J ----~-I ,.. .... STRUC1\JRAL PLAN .... I I I ;_$filffi I I I I I j " . ··:::--: I ::, .. d \ \ . / / / / C-3804 GRAPHIC SC ALE L-...J....1..-1 (lJIP'DT) °E~ Call: TOLL rREE I l~ ----. ~1 19'1t()H()(OGVCIM -aYNt.CA fflll 5lanllc 949.nuoc:o ----l--+-----l-----------4---l NOrJRNIRa:IJ670 $OICIICtw..~ BREN TRACT PUMP STATION STRUCTURAL PL.AN 1 ... 1,-t ft-1-800 DIIMERr 227-2600 TWO 'MlftKINO 0AY'S IO'OU YOU OG "" ~JCNlbRAMf: ,lil' .... """°"° acom llf'S om.: 10 CITY OF NEWPORT BEACH PIIBllC WORKS OEPAA'TMENT S-5218-S _, 26c,6Q Per RFI # 18 - Sheet 56- OK to used 12' plastic sleeves on instead of 18". Per RFI # 56 Bedrock Removal RFI 18Andy Tran CNB PE 04/14/10 - As per your request in RFI #18. the 12" deep plastic sleeves may be used instead of the 18" deep plastic sleeves for the dowels noted on contract drawings 27 and detail 13 on sheet 56. RFI 56 09.15.10 - MBAEGL - No response needed, this to track the RFCO. ~-" ~ ~ . ' TI ~ ~511.40 ' -Ht.l9 = ----::- \\,-~ 1 '\.., ... y ~ ~ ' I ~ ~ I ! I \tV ~ I 8 I ~ I ! .. J'.=4-' L l l! A. I /181~7: \tV ..,__,_ • -I I I I I " I ! I f--=--1 I L. ~ a ~ I ·:r ,·~ GRAPKIC SCALE l.o.rLI....J I I \ : '!I :-t--: _1~~~~,,,~ , . ..,, '°""'"'" PAD l..O. PJiO 170,00 n. 'r ~-----·· • \'""°"-'"\ I'"') EXP JT ' """' ~~) t -- ;-""' cu I ,..,.., \~ ffl ~ ,~·-It' Ill"-----~---1-.ti I J,O.PAO ~ _I 1'1, l 1'10..00 D. I TOP 0, ntl lea.50 Cl-.__..( 1 •-tf' FOONOATION Pl.AN ~ OIIIWllf SCM£: r .. 1· -./~~ CclU: TOU rR([ 1-800 227-2600 .. - '\..tJ~ f leJ.MI Wt' IUt~ b .. ~ ~ 1&1.1.1?-k ~ -' ~ '·~'° -~-\'..~- 'i W ~ ,......, . a •'IUl.'NAIIO tl..1\rAnOH .,....,..,, ..... -........... ~ ' • l_ I T.O. $1.>8 llrJ.66 a-.....__ II s ------------_j ~-.- _j I V I ,,,,._,.,....,~ :=~ . &._ ,ocr,._@• '\,_ ., \t9/ ~I~ ~ ~ = =- I ~ V I I ~ I I " I ) I I .. I I ( ! 11, t;M:N"SYMABClJT¢ I I I § Ii i t ~ ~ ':, .. • . --------- V A'~ .. / ' g]' )c / A A, , V ' " gJ "'' -,L i,__ / ' / ' / .x. -------T" ..... ......, § j ~ !:' -h I I ' I I I I I ,, .,...... +-- I I I - ~ ... 1%' ,....., OOT ~ /0 H TOP -00T ~·· ... ..,.,,.,.,,, D L I I ..0. 0.-1[ IDCN'ICN «-~ ORY WELL ROOF Pl.AN 5CAL£.l , •• 2" ---- Ne/tiRANIIIC:tW70 !C»M0\4Loomt CICIOID:IWI~ a """"'°'° our:ut ~ D,.tc: 10 BREN TRACT PUMP STATION FOUNDATION AND ROOF PlAN C-3804 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5218-S """27 .,60 Per RFI # 67No earth cover for foundation. Andy Tran CNB 02.03.11 - In response to RFI #67, please extend the retaining wall towards the bottom per discussion with City lOR. I-"• It° 1..0.WH.J. £1..CV ltll.~ ® FOOTING SECTION $CAI.!: 1· -2" e b ' .. i f.0.WALLnhVA111£5 178.~ TO 183,68 ~ Dlll.wRr ® STATION SECTION SCAL£. r •2" --=----Calli rou. FRE:t 1-800 227-2600 I '~ -~INC. ~1 19'!!04NCt0GYCIIM! ...... c,..,.,, 5llflllC \'l~t.m.6C(IO TWO 1¥01b0:P.-C DAYS ICfORC "l'OU DIC .. ~N CIOON OCfCNO lO 'tlffltlN I' DrFlNISHCDSIJfU'MX (M') D[SOIJITIQIIC,IIC'lt!IQlfS .... ~ ..:9 @ STATION SECTION SCAl,..C 1· .. r Nlt1r!Mliicii.i7o """'"'"-- OC9IMD: 11.t.lf OO#t 61T NfffM1J ~ 1lfS OA"IC 10 BREN TRACT PUMP STATION STRUCTURAL SECTIONS I C-3804 CITY OF NEWPORT BEACH PUBUC WORKS DEPARTMENT S-5218-S Hn 28 .. 60 Per RFI # 8 - Sheet 58 "RGP Alumacast Style801" Andy Tran / CNB PE 03/2/10 - In response to RFI #8, the stair nosing shall be "RGP (Robertson Grating Products) Alumacast Style 801" or equal. The system proposed by the Contractor shall not be constructed. ______ n.tY 1fi4l&1T ~-------------· __________ n.tv 16).61,,t ___________ _J (9 UTILITY PAD AND DRY WELL (WEST ELEVATION) ~,· .. 2· ® UNIWIR' u•.,.. -~~ Call: TOLL IFRE:E 1-800 227-2600 1'#!0 WOf!KMO OA'r'S IUOftC 'l'fXj CC .,,. ! -.. 0) ·: .. .. ·. ORY WEll ENlRY STAIRS SECTION $Cl,lL; 1'. 2' Nft!.N~1111£'C01,M)UJ) Nat,.,.,,.IICCIJJ1tlo IDIOOCM.DOIIIJt COQmtlNtORAIIIM • BREN TRACT PUMP STATION STRUCTURAL SECTIONS II C-3804 CITY OF NEWPORT BEACH P1)8lJC WORJ(S oa>AATMENT S-521S-S om 29<>60 As built- 8' Gate As built - End of rail Per RFI # 9Sheet 58 RGP or Armstrong Style 801 RFI 8 Andy Tran / CNB PE 03/2/10 - In response to RFI #8, the stair nosing shall be "RGP (Robertson Grating Products) Alumacast Style 801" or equal. The system proposed by the Contractor shall not be constructed. RFI9 Andy Tran CNB PE 03/02/10 - The following are the responses to the (2) questions and (1) confirmation requested: 1. The SS ring, grate and frame detail callouts noted in Detail 5 on Sheet 52, shall be a cast iron grate and frame (Alhambra Foundry No. A-2020 or approved equal). 2. Yes, the frame and grate shall be constructed per Detail 27 on Sheet 58. 3. The existing sump shall be removed per Demolition Note S on Sheet 5 and replaced with new sump pump per Construction Note 12 on Sheet 6. All sump pump discharge piping, fittings, valves and supports shall be new in the drywell. The contractor may connect to the existing sump pump discharge piping at the wall penetration. ~ Dllllllllr CoMi TOLL rREr 1-800 227-2600 'J'W0 ·l'IIORtQHG DAYS 8Cf0Jtf: "1:IU D:C T.O.n'G 11&~0. l'~---~l l91'KHNOLOGYCIM. .,_ =,~,,:-1• C) UTillTY PAD STAIR ENTRY SECTION 3 iiOia..l:: ,· -2· ,._,.. I I = 'I .. 0 N'Pt!OV11£, Q;coiaitNXD: 1-+---+---------+---l ~MAl£Cti'IIM! - NO. """"""'"-N'fRO'G CJ«Olll): W1 OAft:. 10 ~ -~ --·-si:: SUMPOETAJL $Ol,lC.; ,· -2' C-3804 BREN TRACT PUMP STATION STRUCTURAL SECTIONS Ill CITY OF NEWPORT BEACH P\.IBUC WORKS DEPARTMENT S-5218-S ,..,. 30 11"60 As built - Edison Ground Box As buits - Conduits vertical down to meter and control panel level 18' 36' 8' As built -3" SCE - 4' Deep Approx. Existing SCE Manhole As built - Manhole was moved 5' West, Due to existing 12" water pipe interference. As built Added Telco Line Pull Box Relocate TELCO 2" Conduit New Pressure Transmitter Locator stt SHT. 32 ~f'UMP s-tA1Kl,i GRAPHIC SCALE L---W-: ELECTRICAL NOTES G] Rf;ROJtt PRtS!iURt tRAKSWint:R c.-a.ts to JJNC'nON aox. Pll:O\U FLD <XNJUIT JO TRAH:sa,IITltRS, [!] DACT POWrD <:Cl'«QT ROUTIMO ANO PC:WrtT Of ~ 9W.1. 8[ ,t,S DCn»IHD B't SCL ITJ@.)INDICAtts CXHlurf ltUN. :!.t! 9fT_ .l.l rat cx.o.J'T ..,_,_ E~ CCII: TOI..Lf"REE 1-800 • ALERT 227-2600 T'W0 'WOAIOHC DA'TS BEJ"Oft[ YOU CIC ELECTRICAL SITE AND DEMOLITION PLAN ~ 1'-,0'-o' DEMOLITION NOTES 0 Cl'.WO L.l\Q ~ CONOUf. © DD10 P\MP STAllQt,I (lQNJII.StS. @ COIO EOSltfG Z.O '¥a..T SfJMa: ANtl f'UWll' S"U,llCtl a.ECTRICAL W..VNX 240 \G.T l,l£fflt 1113-"8-4 TO SCE. SCCOMD SDMCf ~ .f308-1!2726 ~ HCtf-PVlf'ING L.OMS SHAU. ltCMAIN, :s...L.V~ L.l'ltl. CONTtCI.J.tt ANO uPS TO QT'f' . ©=A~~~Rflff1VN.Ol~OFPVWP @ PftOru:t PRf$SUflf TltANSt.loll[ftS IN Pv.CC. @ SA.LYAOE RN TO O"SY. ANCI-Y'flltANiicibl'O ,.,.,. __ tiau,O:.IAlatA"Mt; ('J,D ~ CIICOO: Ml DJ,1[: __ .,..,,,.. --- 1////....., C-3804 BREN TRACT PUMP STATION ELECTRICAL SITE AND DEMOLITION PLAN CITY OF NEWPORT BEACH PlJ8UC WOA:KS DEPARTl-4ENT S•5218-S MIT 31 1>"60 Lite CKT 1" 2" 1 14 11-16-14 Vertical conduitDown to equipment pad Per RFI # 50.1 Per RFI #7 / A-6,8 3' Slurry 3'x3'x6' around Wetwell Per RFI # 44 2-1" PVC (sensors) 12-17-2010 Per RFI # 7 Per RFI # 44 RFI 7 Andy Tran / CNB PE 02/18/10 - In response to RFI #7, the supply fan was deleted during the design phase of the project. Change panel "A" schedule positions 10/12 to space on sheet 33. It should also be noted that the exhaust fan is incorrectly labeled as circuit 3 of panel "A" on sheet 32. Circuit 3 is for the sump pump as indicated on sheets 32 and 33. The exhaust fan homerun should be labeled circuit A-6/8 on sheet 32 as per the panel "A" schedule on sheet 33. RFI 44 Andy Tran CNB PE 08.10.10 - Here are the following responses to the questions posed in RFI #44: Question 1: Sht. 3 Structural Note 9, if we use this formula we will not be able to fit all conduits into the back of the 24"x24" pull box tflat is to be mounted underneath stairs per sheet 32 note 1. Please advise. Response to Question 1: Structural Note 9 on Sheet 3 states 'The minimum clear distance between.pipe .penetrations shall be 3 times the diameter of the penetration, or 8 inches, whichever is smaller. There are 10 - one-inch diameter conduits going into the pull box. Per Note 9, they should be spaced no closer than 4-inches on center. It seems that they should be able to fit into a 24"x24 pull box, if stacked. If not, the contractor should use a large pull box. Question 2: Sht. 3 Structural Notes 13 is contradicted by Spec. Section 1605013.0210. Please advise. Response to Question 2: Structural Note 13 shall govern, except for electrical conduits 1-112 inches in diameter or less and where the wall or slab are at least 12-inch thick, and the conduit is placed in the middle third of the wall or slab and spaced with a minimum clear dimension of 3 times the conduit diameter.. FRI 50.1 Andy Tran CNB PE 08.23.10 - In response to RFI #50, route the piping as shown in the accompanying sketch (3-ft) minimum cover as practicable), penetrate the dry well wall, construct a vertical elbow and terminate the piping 6-ft AFF The horizontal pentration may have to be relocated (per the note on the sketch) to maintain 3-ft of clearance between th piping and the pump pad. ~ DIIIIWIT -.. -s~ CGII: rou. fRll 1-800 227-2600 t'W0 WOftKINC: OAYS 8(F0R( l'0U DIC ELECTRICAL PLAN SCALt= 112·-1·-o- ~ MORAES/PIIAM & ASSOCIA a.MlafflNl~t,IIIICIIA.'IICII ___ ._ ..... 'IIC1'¥IOJ.. t$ A Cl.A$$ I, 0l"ASION I LOC4n0H. NSTALLJ, TION SHAU. IE IN ~ '11111M MCC AAT. 500. PflO\IX "tt OONCUT stM. At CCMTltCl. CNCLOSURL PMMD[: ..aH-lilCTAWC CAIIIL ClbP II "'1VEU.. t:!.QIE.S. ~ 2'"'X14"x12"'0 NtMA. 4X P\UllOX £HQ.~ I.OCATW ON WAI.I. IJPQ;R !STAIJi!~ @ PftO\tDI: DUCT SfJiL. fOR Ml.. c:c,a.n,. EM'SERH:i OIITD00ft LOC~:noHS, CRAPHJC SCALE t.-..-U-.J C-3804 _,,._.,....,.,,, l--+--+-------------4-~ "' IDDll'TOl'1'11:"90N5. BREN TRACT PUMP STATION ELECTRICAL SITE PLAN CITY OF NEWPORT BEACH PUBLIC 1iNORKS DEPARTMENT S-5218-S ..,, 32<>60 PANEL - A 1- Main 2-CP Plug / PS Plug 3-Main 4-Sump Pump / Gen.- Set 5- CP-T-Stat, Light 6-Fan / FIT 7-PS Lights 8-Spare / Fan 9- 10- Per RFI 7 and sheet32 AS built TELCO RFI 7 Andy Tran / CNB PE 02/18/10 - In response to RFI #7, the supply fan was deleted during the design phase of the project. Change panel "A" schedule positions 10/12 to space on sheet 33. It should also be noted that the exhaust fan is incorrectly labeled as circuit 3 of panel "A" on sheet 32. Circuit 3 is for the sump pump as indicated on sheets 32 and 33. The exhaust fan homerun should be labeled circuit A-6/8 on sheet 32 as per the panel "A" schedule on sheet 33. 100.-... 777 /41JtfN, Jot. lW, J0KMC. MC1t:R DIQ.OSUIE OCffl'ltQ. PNE. (USIUT.)4) ~---~-<D 0-----• '-,.o . --....... "'"' <!OKA LrT-THRU rr "" ,,.., I ['-,..._#2./0 CU G ., P2 21 l'\.A 2:1 FU, BREN TRACT SINGLE LINE DIAGRAM .......... P1---------21A P2•-~------:llA CCINTIKllS _____ JA PtC. "'-------10,\ ~l,.l,IIC£$TU0~-~ - --~ PANEi ' '""' =""-~\Q.t.....!,_,w.x ...!...._ lril.QI~ BUS~ LOCATION ::"--: 1~ lTO fa£ fl(R: ~ AM•:::~ f"tU' l.lGf""" =TT~ LOCATION IJCffJS IIOD $1201 2:201 IMO CPR£CUl'T ..... ~ JOO I I 20 ~ 4 :Z0 I 1 I tOD (i(;l('lltC\.Ptl.. .... ,.,. ,._,,,. .... BOt TAG I 0 01 ® 01 © ,..,_...,._ LIGHTING FIXTURE SCHEDULE """"' DClCIIIPll-00 WATTS .OCAI:£ 4• ~ FIXl\lRE. ~ORCU) f'Q.."«SltJt HCIJ'SING., IWPACT N:SISTNH, UV ~ANT .rio.'YUC Oln-'\J5(R. FLU Y ~-a.EtlR'CNC~ ,.. 120'VAC UL 'ilCT LOCA.llOH. fl.AT WAlL W'JD, WALL PAK, DIE CAST AUJWINJII I-IOUSING;, ~ BIOROSIUCATt Q.MS LOi1S W/ J<JW !i1U0CHt c;A9CO AND ~ ~ IJiSO.UI, l~AC ..OTICIIACl!V.lilU)SEOJIIIT'rl..lGtlT ·-~~4SU..,STMW.ll{l) PQ."l't:ARBOf,IATE 01iE c:,lSl/(iU$S ~P ""'"' '""-"""'<-IJ.USltD~LOCAllON WO'nP< ....,,... """' _, WAU, (2) ,.. ,. R.UDR<SttNT (I) """-, .. "'""" (2) w,u, - IIIJWff ......-.c ...... ---- COI.UWEIA uc;HnNC UJH4-232-Ei2D-1151 ......... .... ........,...,,. UDt0f-AAUQH~ """"'"""" --~~ Ceil: l0LL. FREE 1-800 227-2600 'tM) 'IIICIIIKlNQ DA 'I'$ 8UCRC YOIJ DIC , ..... ··+- '""''" ... ... I ,. 2 .. 3 .. . ,. ' ,. • ,. 7 .. • ,. . ,· 10 ,· " .. .. .. u ,· .. .. " •-1/:r " .. ., ' II .. " .. 20 .. ,. .. .. ,· 2J ,· ,. ,. hOtA JR J\ISS I n, rr, n, m WEltllt,,ICl.OSU!lt ~ l ~ ., 0 -d I ., ., Ei I .---.,. ---,.-1 :ae, . fl a _ • • II~ -uan~~~ -=-... """"""" """'""""""" -·- CONfflCll PN6. CON111101..PAHIEI. U[1[J!""""""" """'""'--·-......... ""' ..,....,_ CONntOLPNfll. ..,...,.,_ CON'IIQ. PAHO.. COlll!OI.P~ .......... m ........ CCHTR<ll,.._ """'""'- m .. .,. --"""'""'- •M:C8"'TAQ.1: 0:X:iD- (J;fLEVATION .U NOT TO SCMJ: "' 01'(. "'"" .......... - """'...,.,.,.. ' ' CONfJfOL PAHD. 3 ' ., ' P2 ' "' 1 """"1.J..HIOI( " -.HIOI( - ..,....,_""""" • -·-7 -·-' "'""'""" ' -·-2 .............. 2 ..,., ...... 1 -·-' f[ 1 LOS . ---................... - ..__ ' CIINlRIII.PAHO. 2 QASllt!tC10ft . .......... .HIOI( CA&( -- ,, "' ,, ,., "' '" ,,..,. .. , - ,,, '" ..,. ... .. ...... """ ""' ... ~ ... -- ,,, ... ... -- '-f -HMml..(" '""""""' -· ... , ... --,. ... m .,. ,. -,,, ,,. ,,. - "' - -,. ,, . ,.. -- -,. -,. - ,,, --,. -,. - --- -,. ---- ,,, .,. -.. -,. """"' ..... ,_. ..... """" ..,... ..... """"- ,.,..,. ---"""- 01>111tOL - """" "'""- ... ... "'"" '"""" --..,_ 00N1RQ. C0HTIIQ. -i:::u PAD ~ ...,..,. c..o. P£R set RtOl«WDtrs A-5, HTM/tHCR .... ., P2 """ .li-2..l,1..l,O ~o. IN~,L.OSJ,Ji:2: CilDil STA.TU5/""-AAM H.'M...Fl.OAf 00< S/> A.TS POSlllCl,1 PttSSillR£ l'A:N$llnn:t$ I """""""'- _c,.,..,. MW L.OS-1, LOS-2 ~O, ~O, •-• F\.000 SW LS.l ..,,.,.. C.11, •01, ......,.,.,._,.,..,,,.,,,..,....,~-... -.... ,,,,.,.......,..,. I I C-3804 BREN TRACT PUMP STATION 1#JT11Wf!IIU.010 SINGLE LINE DIAGRAM. ELEVATIONS AND SCHEDULES _...__ -...,.I~ r...u CITY OF NEWPORT BEACH I S-5218-S NO, .... -0€0(11:t..,..l!Mlli ,-PUBLIC WORKS OEPARTMcHT I""° 33 "60 fRCJ,1 PANEl. HAIN CS 480/3/60 "" ,J. DOOR ~ ""'·"" "''' C8t0-: 36 A ouo ""'' """ " t-+-+-----<Ir,>------~Dl--H---''x;.--+-+===:..:::::...:.. t--t---i'-------!Cil-t>-_.;x;..._....1... ___ -{ " .. ,0 .......... 1n PO'JCR IOflT'tl1: itO.AY DOOR ~ MID.Ofl """'""" "'""""' IO'nl(lt Rn.A'r 2, 1-+--+----------w: 22 ""'' .... , 201-+-+------------------- 27 """ ~ MAIIIII' 1150 RPlil , ... "" 114(/J)/3/«J 10 """ If' 1150 RPM IUR.A 114(/J)/3/fl(J -.. ~~ Coll; IOU. FRQ: 1-800 227-2600 twO ~ DAY$ 8Cf0RC Y0tJ CIC ... ,., .., ... ... "" .. , ... "" .iJ COIDQ.~ = X,,00 "'1M'1120/ )[1 lC2 ... NJiJ"IIICC n»0W. -~ Hl(j,l i T#IIZ l'O\,Q Ila tD ~◄YK COfflll)J ._ ______________ _.,,, _ _,l(Y PIMJI ON " """ ~ '--,',O,~-----------<!il----1~ _,..__-'-----"',1" (•)24~ W:Jl--"""'-'"-"'-=-L,.!':l!l----➔10-(-)2♦WC }~~tn. <$Ct lHT. n, EXHAUST FAN MONITOR Q)-.oas He0t ~T RD.AY, NOTF TO R£\IIEWER· M OCH1ROt.S NCIICATtO ICJt£lN SMOW COICRAL INltNf CN.Y ...,.. ~ NOT 8t ~ ~ Sl:IOIHO OR 0011$1JWC110N. 1Ht OONTR(lL DCT....S WLL 8£. DC-.n.OPm IICt'fiEIH T>tl[ CilY NCO ~ OUA1NG lHf; POST AWARO 'SUBMlnAL PMASt.. {-·• l MSRM T 1 181-2 T l dt2-, T l l#i:ft2-1 T f liffl1•2 1 11111t2-2 T '" I """"'' _ .. .., ....... I .., I """"' .... ... I """"' .... .., I ,_, .... ... I ..... , '" I 51t. """'' .. , I "' I !4VDC (•) !>Ull 011 ·--------------- ... ·-------------... "' ·-------------.. .,. ·--------------- C--3804 Jtff-,, :st=• ~CIA _.__ l--+--+-------------l-----1 BREN TRACT PUMP STATION CONTROLS-1 ___ .._ .... -k- .. """"""""'""""' NQJIRNlriallJe?I> """"""--~.IIWtlll,ON: APPR0'G <>COD: ». IM.tt: I CITY OF NEWPORT BEACH Pt.JBLJC WORKS OEPAATMeNT 5-5218-S >«r34<T60 ,., ,.., , .. "?..,ll"r----.------------,=-===-,--4<if-----l fRRi-MmRR\M an~ SVHOl lN MJTtl ~,:;,DN .,.......,,.._.C:-:-~::-" 1'U RfU IIJ" STAATCR 113' 114 ~DI~ "'"" '-----7--' lllfD1[QMW ,0, WAIU-2 ,,e i-------1-tl -_,;A;•_~ ,.__<11_,o...;2-,.ws_1_-_., w_,,.__ __ .,_H_ll•--• _••, ,_•_• .... ,., ORI -.llt1 ,,. l--+--'l>---+l--.......,.~~,,..,~e--------~,n,.,,,.-1 ,,. .. ""' " """""-"" ..:a.AYI 110 m1•2<1NS.n ,u Clfl~l ·~ '" 1oa-.M1-<:ll.1-2 IOI "' ,,, ,,, ,,. ,,. ,,. ,,, ,,, ,,., ... ,,. "' ,,, . ,,. ,,, _,.,_, m ,,. ,,. • ,,. ,,, 1-------""""""' '°"" --------1 ~.tJF<- CXlffJD. l'alol'l:A ONLIC>!J ICIT'OR S:"VCII: I "",, . ., 1,11COltl!Q.CIRO.l1 f lril01at ROll.lflm MlAr 1 WO'l'ORIMJa..QIDAlNNClitCUf f!E5ET 'MIit ~ t',f,1ll,Ol,0 fUSH euTION Af ntE W0Ut StNrfDt .. ,. ,.,,,,....,., "'""""'-"""' ~ W0101t~f(IV;T 2 ~e-~ Coll: T0U. FREE 1-800 227-2600 'f'M)~C0~lSBUOltCl'CIJOIG: mJ'tfM.IIORACS.. ,,, "' ,,. ,,. ,,. ,,, ,,. ,,. , .. ,., ,., , .. ,., , .. ,., , .. ,., ,,. ,., ,., "' , .. "' , .. ,., "' "' , .. """'" "!H2 "''" lill'.ll'i'"" " " "''"' Ii'"' " ., 'l""' "''" ~ "M 'l'"" G7.129 ,'l""' ~., .. 'l'"" 111, "'"' ""' ~, " " .,., .. .,., "' " " II~~ f TOIJ .. TOl42 .. , .. " ""' 10., jf110..lU,1t4 ,u 1t>l42 , .. , .. f"' "'"' IG .. .., f , .. .... ~4:,l~l.:J ~ WCH IEAYS tOR ,e """ p-.al'\$iklOONIIIXJ """""' ... .... , .. 1--~>---------------~:r•,:-~~~ ., "' / / 1--------------------"----'~sSONCIXIMlHCllDt ., "' / / / / '/' / / l-+--+-----------1!----l / / / / / / / JNTR!NSICALL Y SAFE CIRCUIT """"' ,. ~N'Jlt~~MfJ$"f~UPMAl'mA'ICIIII AU01HER~f'ERIIEC~l'CJIII ......... .,,..,_ & Aft.OWIIIWilOT0~19fANOYUMt4TK.ISOLAltO fftOMAilOfNEltw:i..1MJEIIYA11.EAff•WCHES. TB6 CHII ' .. J\.T1 IS't I ou1nJCRt6CI 8 ~7 ~y '• ,.__ ""'' "". ' e• f\Tl wt ~ DRY Ct121 TIJ CR16-I 0 '• ~,~ ""'' NOTE ro REYIFWER· 'D£ C0tHRQ..S IJOCAn;D fEmH S>tl)W CDICRAl INltNT <H.Y Nl0 'MU. HOT BC USO> rQft IIOOINQ OR 00HSTRUCTION. tHC OCIN't'RCL on....s ~ • Dt'A'.1..0Pm en'W£Df M arr NO ES$CO 01.111NC 1Ht PO$T AWARO SU8tiHTM. PHASE. Al'PftOV,1,1.ll[OIJIM:ICJOt / / / / / / / / C-3804 BREN TRACT PUMP STATION CONTROLS-2 .,.._......,, OCSIQ«lt_CIU._ CAD CITY OF NEWPORT BEACH PU8UC WORK'S DEPARTMENT S-5218-S ""'35 "'60 Per RFI # 27 Existing SCEElectrical line mark by SCE Andy Tran CNB PE 06.16.10 - In response to RFI #27, as per the contract documents, coordinate with the SCE planner and provide a submittal of the proposed service pla for providing power to the new control panel. I I I I ' \ \ I I r'-, I I ... _ .... , I I \ \ I \ I I I I I I ' ' I I I OIIINJIIT -_-a;~ Coll: lOIJ. FREE 1-800 227-2600 I .~ 1wm<........--. ~ 19ao.«:JlOGYDIM! --CA"611 sa..c,: ? .. 9.92:UOOCI rr.SE:lMAH . ' \ ... 0,1[ DDOaPJICllO,mmoHS \ -' ........ , NV'l~RC£1SJ(11;1 """'""°"""" OEMOUT10N NOTES: 0--~~~I~~ 0-tf ,0 F'ORCO,W,1, Plll:OT(C'l IN Pl.ACE.. [I}-ff!U.Pft(1T[CT~PIJ«. (I}-At),ICWE:.RttAIHNCIWMLNfDrOOTING. [I}-~ llfl'f 'lllltu. ,._ \041" TOWINAL @-~~~~ ~ ~ 0--~~Pl'l~PftOTt:CTINPL,ICC.. 0--:" UMY 90JI NC) coYEJt, PftOTCCT IN [JJ-1•1/r WAJUI SDMCt, flROlECT 1M PVCt. @-tr a, sucn0N "'1t¥;: Pfl01tCT IN PVCE. ~ fill'• ~ OCH:1¢Tt WE;nl'W.. PROTttf .. CD-~ INFlWfT SOIDI_ i"A01tC1 IN P1.ACt. 0---~~roo~ ~ COHTia. PAAl£l. 0--VAl..l.f N,1,ltH,, PROTICT IN PVC[. 0---~~MOIICPN.O..~~ ~ ~ tueN:; FOf4 eueetal OO!ICMT TO [fr-~~~DAA~~ """""""""""'"· @-~~~C:: SCI~ == I. s,n: EL!~ DCM04..ffi:tl M.4111MGS ffll!l! ~ flrnf!M,l,1"10K. Z. ~ ~ ~ .ASPH,1,,1.T FAlilDIUfT AS RtQI.IRfll FDR ~ or PAoPOSm ,~ SU: Sffl: Pl.Ni NCI D.IC'11ltCl,L CIRllll'IHGS fOft ~ 1Nf0f!Ml,'J1Ct4. l.. .N.i ITDrS N0f SlltCIF'DU.Y SHC'Jlll'N f'0fll ll[MCWAl.., OBl3IJJIOH 0lt l!El.OCA,ll0N SHAU. Pf l'fl:OltcltD IN Pl.AC[. ~ W.'t. Al T1D oPTIJN ~ ANO RO&IIU. net rtt,wS; lil t.o ADOffl0tW. COST TO THC Cm'. • #,LL l1D4 SI-IO#H K1; 11:CWO'Y'ED Oft COtOUSIO SHAl.1. BIE ~'t ~ L.£e.-.uY ~ CF. ~ ML D:C'AW.~fl,telt.a fl Sf'lt CIU( TO ~ .-ctM1Y Alm ~ 'SHAU. BE ru..E:0 WJ1'H N,,l,fM: ~ lO GfW:C iliND ~ TO 90,c ltnATh'E DENSITY. l.~D:P,IHSIONNQ40RIIOL.lf0.l3_.,,.,l"OORA,J10HS llR;JUi;HWAU.$5K',U.l;IE04h'PA01;i)MTHNCH-~~- 7 SAWCUJ NrJ 11tMCM: CCMal:ETE CUl1& GUn01 ....._, SIO£WAUC5 TO .v.RtsT ~ JOINI AS R£l:>UIRED RIA CONSTl!uC1"JOH CS '1lalOS[D ri'CIJTD. SCI Sl'TI PI.N' N'lt> ~ OAA'lil'INt.S FORU0Rt~11(lN.. / I GRAPHIC SCALE L.-.-U--J C-3804 POLARIS DRIVE PUMP STATION DEMOLITION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS OEPARTM!;NT S-5218-S om 36 a-60 Per RFI #5 Concrete wall and stucco exterior finish. Per RFI #25.1 Penetrated throughthe ceiling the pipe will be @ 24" below ceiling. This pipe is 5' from the curb and 24" deep Existing Electrical lines Existing Gas lines 5' Per RFI # 25Penetrate through ceiling. RFI 4.1Andy Tran / CNB PE 06/10/10 - In response to RFI #4.1, and due to concerns about prohibitively reducing the inside diameter of the pump station suction lines, please provide the following thicknesses for the CIPP Liner on the existing pump station suction pipes: 1. Harbor Ridge: 3-mm thick liner (4-in. suction line) 2. Polaris Drive: 4.5-mm thick liner (6-in. suction line) 3. Back Bay Drive: 6-mm thick liner (1O-in. suction line) Please resubmit Submittal # 15 accordingly. RFI 5 Andy Tran / CNB PE 02/18/10 - In response to RFI #5, the electrical equipment enclosure is to be reinforced concrete with stucco coating (color by City). This is noted on page 15 of 22 of the Special Provisions, Section 9 -Measurement and Payment, Item No. 0-9. PER RFI 25.1 Andy Tran CNB PE 08.05.10 - After our field meeting on August 5, 2010, both the City and Metro Builders agreed to below the ceiling. Unistrut pipe supports (316 SS) shall be installed similarly to Detail 3 on Sheet 52. Andy Tran CNB PE 06.22.10 - In response to RFI #25.1, at Metro Builder's option, the proposed modifications to the vent piping detailed in Metro Builder's RFI #25.1 and attached sketchs is acceptable to the City. In addition, the piping shall be terminated 24" above the existing finished dr well floor and the unistrut pipe supports (316 SS) shall be installed similarly to Detail 3 on Sheet 52. Andy Tran CNB PE 06.16.10 - In response to RFI #25, at Metro Builder's option, the proposed modifications to the vent piping detailed in Metro Builder's RFI #25 and attached sketch is acceptable to the City. \ ✓~ ,,.', ~ ',...., ___ .,,,,,.,,," '~\ ...... __ .... ,-\\ ~[)(lit[[ ~-✓ (T,P) ,' ' ' ' ' I I ' 22 \ "' ' I stt SHttT I H011:2 \ 18 I t t t r 1e , I t t I I --------------H, ,., ( --,"' ----:::----_. I NI --=== --= =-=-~ ± ~oac--=-= =---=-- -------- I I t I ..,-I -"'----"'"'""" (T,P) _r-:..!!!f.. __ RIS DRIVE """ -----=-:----=.-=-:.::---=-_ --r------..... -----"""'""-' ' ..... " . ---r'ii_fJI 111.1.·-•-a••-···· .. •••••••• .. ···----------------------------------I --------------------------------L~----------------- ~ u•"""' AFPRCNM.. f![OOIMJCQ: --I • .,,,,.nc..........,-. .. ~-~ l'>llCN'QOGYmM 11\'Nt.CA 92611 Coti: fQ.1. FRtt 5l.-c 9'9,9".6000 ,vm.,-lltANM;ctJ&JID 1-800 ,,_ .... ....,. DIIAURT 227-2600 """""" ........ • TWO 1ti'CIRklNG OAYS B(J(fl{ Y'0U DtC flOIIOl'fF.SEDIAH ... '"' _.,,,,_, .....,, at:CIID: llATt: "" " CONSTRUCTION NOTES Gr=~~~~o:/~tN ©-=tlf$~)5:[~ ~TION """'" ...... ©-=°J6',gf"'~~~~ ~ so; 0-~~~~sttStafS ©-COOJiTtll: SU f'tR ~. ©-QOIER,l,TOR HfJU!50[W'IMC PAD PEJlil Dtl'M. 41 ON ,_.,,_ ©--PII.U" STAIOI OIJN11IOL P~ POI: SHCm f4-48. ©-SQ:.~',TSNCtl.CW)ctHftltl'[JlstalS#-4& ©-~~ =~W.:S.&i.ae or W.tlJ( ®---~~ ~.:t ~~~ ®-=.~~~~~~ff PW @-H0USO(['[JIMl PAO POii: otTAL I OH SHttt" 64. @-R($TQt£ DO$TN; l,,IIIOSClri"I..C ~ ~ mm,.,_ @-'Y'tNl lltlSOt mt Ol1M. I CH SHttt !52. @-lrf SQt -0 Pl(: SOl.w:HT wnD Wlffl.Al"IOH FIPJNCNGfflTINC.S(t' WlJ,l<»,Q). ®-~~,i9&1-. .co~'l.wr:; st.+ 60 PVC) "'11:M. DR\' 1ilb.l llt00f'" WALL P'OltlRAOON P'tR DCW. I ON SHEET' 52 ()' 8£1.0# CEJLH;), ®-~~~~~~-.mt ""'"""""· @-1• HOP£ ""'1 PF'INC 'Wl'IM U IIHlWLM C:CPll'tA. @r:rnc~~~ =r-":.f!' POt liliEELl!l!l1li 1. PRICfl 10 CONSTlrUCD0H K 00NTRACTOIII Stw.J.. POT tt)l.[ NII> l.OC,AJ'( H DISTING IJIIUl'U ti M ~ ARtA ANO ~~~CIJl,OJIIS...SNEUJCD::N<tDStW..1.VOSYM ""1DIIAI._ Silt ,,,C, l.OCAncti OF TM: DIS'tlNC. ~ AT IPOINJS Of ~ NO ,IQM AQ:Xlllf;INGI.Y WfTH CX)tiltAfl:IL.t """""'· l. ()(IS'JK. ff'J ""153i[D c.,JOE5 Oti1 ~ ~ SUJPt .....,_ "'""" l. SO: ~ PU~ PlAH ON 5SUl ~7. • ,oJUSf ~ a.-.so, ON AC:TI.IAI.. ~ """"'" •• AD.AJS1' AS ttoourim row.NT.-.. C1DAAHCCS INDICl,Tl])Of,IPU,N. GRAPHIC SCALE b-_..u...J POLARIS DRIVE PUMP STATION SITE PLAN C-3804 CITY OF NEWPORT BEACH PUSUC 'NOR.KS OEPARTMENT S-5218-S _, 37 ar6Q Per RFI #22.1 Andy Tran CNB PE 05.28.10 - The purpose of the louver in Door #101 is to provide air for combustion and cooling. Solely relying on the open top (i.e. no roof) feature of the structure does not promote air moving across the radiator for cooling purposes. The louver is acoustically rated to minimize the sound transmission to the homes across the street from the pump station. Thus, the acoustic louver in Door #101 shall be provided per contract. A 40 STC rating is satisfactory for this application. Further comment on this door and louver will be provided in the pertinent submittal. Per RFI #10 Door sill detailsAndy Tran CNB PE 03/05/10 - The response to RFI #10 is as follows: 1. Hollow Metal (HM) Door Frames shall be used. 2. Attached is the missing Sill Detail 2. The detail illustrates how the door, door bottom and threshold (all noted in the door and hardware schedule) shall be constructed. Door bottom, threshold, etc. shall be Pemko or equal. Per Mike (Inspector) on 8-17-2010 The frame will be set 1" Inside the edge od concrete wall Per RFI #30Footing construction joint Andy Tran CNB PE 06.22.10 - In response to RFI #30, the proposed construction joints are acceptable per your sketch submitted with the RFI #30. Per RFI #10 HM Frame B I I I I I I I I I I I I I I I I ........ DOOi! """'"" OOCII I "'"" "'"" ''"""'"'" ••n ""' ... ,,.. @ Y--<f r--<t 1-3/4" HW Fl. _,_ @ ,l·-s-1·--<t 1-l/4" HW Fl. --@ Y-rf ,._,, 1-1/4" HW n.-1 ..,..,..., . ., @ 2·-r r--<t 1-3/4° HW n-, ""'°"'""" • COt.0f! fQ l!lt: 'SCl.Il:Tm IT' CJf'r •• DOOII L0tN[lll: 5tW...L BE NI NXlUST'IC LOtMJI •••'1NISt-4 TYK ~ HAAOll'l'Jllf. SI-WJ.. 8( A SS 621 ~ ~ f.O.f"T0111~("r'l'P) t.0. ~ Ft:ltil n.N tl.l.00 } Of---1---+-~;--_f:~J _______________________ _ -.. n -'""' .. n •~PNNT ... " •~X'l'f'AINT ... " _,.,, . ..., ... ,. •EPCIK'r' PAINT DOOR AND HARDWARE SCHEDULE --· .. ~ DCTM. -HEN) -..... RATl'IC """' """"' ,_ ' ' 2 000ft .:m-ou. ~ lt"tfft I.DOC !n, ~ PINCO. nwst10lD NCI~ DOOR STL'.Jf'. --... oU'OJ<YPAINI 1 ' 2 OOOR 80TTOM. CASICtBIC. l.twR U>CK sa. a..osa.-. HINCCS. MICSH0U) NC> ~ OOOR Sltlf"---.... oOIOK'r',-NNT ' ' 2 000III IOTTOW, ~ \£'eQ t.OOi. SET, Q.051JRt. MINCES. THMSHOt.D, OYOIH£AD ~ STOP, ~ ~ MNIU,l,t, fU15HB01.TS --... """"'"""' 1 ' 2 000fl IOJTOW, ~. l1'ml: I.DOC Sl'I', ClDSUllt. ...a:,, TlllDHOUI, (MRI--ICAD OOOR !i10P, ~ NtD ~ n.LISHll0lTS --... o0'0XY PNNJ QQQB SQifl)IJt f AABRfYIATJONS; ... l«ltl0Wlr,1£1'Al WO """""'"""""' '""'~ ....... _..~ ...... fl.-1 B DOOR HEAD, JAMB SIMILA!Q HOTTOst:Al.l" - l.O.mt11.~ ,.o.s. [UY 112.:iO 1--------'-",._=-------i_LJ_ • GRAPIUC SCALE b-.--LJ--J ( m,ar> ...... II. FOUNDATION PLAN $Cl,L[,. 1 -2' ~!!= ~ 1-800 ll4UI.IIIT 227-2600 T"0 '#0fbOtiG DAYS ~[ Y0U OIO l~--INC. ~ lf rKtN:lt0GY 01:M ....._<:Amil Sl:lnllc: t.o.moooo -..... '"" M "" ~ 04CO([lt Rr5 0,11[; 10 C-3804 POLARIS DRIVE PUMP STATION FOUNDATION PLAN AND DOOR SCHEDULE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5218-S om 38o-6Q Per RFI #66 Delete concrete swale Andy Tran CNB 01.25.11 - In response to RFI #66, hold the mansard roof approximately 3-ft back from the back wall to maintain 1-ft of vertical clearance between the existing/finished grade and the eave of the mansard roof. In addition, delete the concrete v-ditch and construct an earthen swale around the perimeter of the structure to maintain the existing surface drainage conditions for the site. The centerline of the swale shall be at least 12" from the exterior face of the structure, and the grading shaU adhere to our January 19, 2011 construction progress meeting. Furthermore, in exchange for the deleted concrete v-ditch, the perforated subterranean drainage piping at the footing o the structure shall be continued under the sidewalk, on both sides, and day lighted at the curb face. Per Mike (Inspector)on 8-19-10 Water proofing material extendto top of drain swale. Per RFI #43 8" Andy Tran CNB PE 07.26.10 - In response to RFI #43, the beam and wall thicknesses are 8-inches in Section C on Sheet 39 of the contract drawings. GRAPHIC SCALE L.-;.,-U-J MANSARD DETAILG 1-1/2"' • 1· SECTION SICALE;.1/ -.i· ~ DIQIISII ...... $1UOC0 W/ STVC00 src,,s""' BLDG p,.pa, (T\'P) 0fW flASHIKCi I. ~ ~ NfQ RUMNING 'aN.l. MCl:rl..l.Pnl:GEOTEOINICALlllltPOftT. -4'J:~ ~ TCU raEE 1-800 227-2600 ~ EAST AND WEST WALL SECTION a. ENCLOSURE SECTION c SCAI.E:1/"r•2' SCAl,.f;! ,1r -7' ~N:~ l--+---+--------------1-------1 "'-0,11( """'""""- "IIIT lltNilJN:::c"5Jg ---~ Cf£OD; ll'!i DAI!" 10 POLARIS DRIVE PUMP STATION ENCLOSURE PLAN SECTIONS C-3804 CITY OF NEWPORT BEACH PUBUC WORKS oeFAATMENT S-5218-S HD 39<>60 Per RFI #51 Height of the wall will be 24" above sidewalk.Andy Tran CNB PE 08.18.10 - We concur with the proposed height of 24 inches above the sidewalk as long as the proposed height is high enough to retain the finish grade of the slope behind it. Per RFI #51 Al 1 ,_ ,_ -~, ·-1/ .,1 ~-li"'" -,_ ... --,_ "' t: ,_ ,_ -·-' -,_ ,_ ~ I - ~ ,_ ... ,_ -L tJ lLI _ 'J_,_ ,_ ,_ --,_ -1--_i:JLl,J_ 'J Wl I ·-l ,_ ,_ /_ -1 --,_ -·-,_i,_ ,_ ,_ -. l ,_ -1 ,_ -,_ l ,~ ----·--·-[~~~~ ,_ ,_ ,_ ,_r~ i1 I ' (8)SU-OOOftNGHAAO'IWtt SOttEIUltON SHD 39 r01t: MOR[lff'O, .. I SlUc:00 f'N!H C,,,,)- ~ ---- :::-'-'; ~-~)\.,........,- WEST ELEVATION SCAle r" • 2' GRAPHIC SCALE L-x-W- t DI FUT I 1~1o-• I\. ___, / /' I \ / / / / I \ @ @ ,/ @l) / ' \ "' -1~ '---/ --I -..... '!.!_12.~_n._ --------------------------,. __ , ___ .,, ___ .. ,;,,. ... ·-· -·~ ·~·--------------------- ~ DIii AUii! .. ..., -.:::'111r1 ~--CG!= lOll FREE 1-800 227-2600 TWO WCftl(l~ Dl\'rS BErOR[ l'CIU DIC ------------------------ L .. ,._,, ·••,J SOUTH ELEVATION SCALL: 1·. r I~ --NC. ~• IOTECHtCIL0GYOfWI -!Nt«.CAfflll Sbnlillc 949.ffl.60!)0 -, /~ Iii \ ------------------------,r ,. ,r ,. -,, ~-r ,,. .... EAST ELEVATION I - ----r ,r ~ ------~-i~' ~,-~ ~ ,-- .......... ~ WALL LOUVERED .,. . C-3804 f-+---+---------+-----< POLARIS DRIVE PUMP STATION ENCLOSURE ELEVATIONS .,, """"""""""""" NftJY'lltl,fllAC(&Jl!l1'CI --- N'Pll:Cl'O (KOOlt illf'1 OAC 10 CITY OF NEWPORT BEACH PU8LIC 'WORKS DEPARTMENT S-5218-S ..., 40cr60 Existing SCE Point of connection New 3" to MP New PB / I ____ -_-_-__ --_ ------=-==-=--.:.-=;:-1--t=_:' :...:.::=~ ----------_____ _,//.,,_r_po __ ----_J --- I .. ~r: J -1-TT& I I :Q!:7 11--:0 ~/ :' / I / / : I I ...,____ I I I ----- ' I ',, __ '..:_':::::--. (Q S:CC l1ANOHCU 15101807 ---\ (Q 1UCO'" ·--·--~---·-------------------+----------------------------.;...,1--'";,_.I!"'-'-----------------J_ ----------------------------- --------------------------------------------------- DIIMm ~!:!.. Coll: TOLL f'R:EE 1-800 227-2600 TWO WORKINO OA'\'S E!U~ YOU DIC _, .. _ .,tlJI\ !2!:!S~•~IA 1-+---+---------+----l ._. _____ _ NO. DAit DC!ieflf'ION fl IINSICIIS QQfAVDf HOJCt 0 ="~~LA~f4D~~~~~ CXN4tt1K»f ~ at .U Dt1tRvHID 8'\' sa.. @ ~ =~~-ALD to~ OON1'RU. PA..'fi @=rz::=~TO~TltO..~ © ~IJGCAfn CX'»8..IIT INN, QI 9fT. ti f'CR CCNCU.1 ---(l)-CldSTING --(N)-NCW ///// -00,0 CRAPIIIC SCALE ~ C-3804 POLARIS DRIVE PUMP STATION ELECTRICAL SITE PLAN CITY OF NEWPORT BEACH PUBLIC 1NORKS OEPARTMeNT S-5218-S ...,41 .,50 Existing line (Elect.) Per RFI# 27 New SCE - Pull BoxAndy Tran CNB PE 06.16.10 - In response to RFI #27, as per the contract documents, coordinate with the SCE planner and provide a submittal of the proposed service pla for providing power to the new control panel. 1 J BOX Single J BOX 2 As built New 1" Telco to existing 5,10,14'-5"deep Note: 120/240v circuit to Drywell routed through meter pedestal. ' \ \ i Ii :-rt ~------------------r----~ I I ' I' I I I t ' r'--L'------l I ',, I ',, L I f',, I I .............. _____ _ I 1-<D /I 0 I ~ '~-~-l~==~ I --I --,L~-~~- 1 ' : / J I I I ., ... :1 \ \ \ I ~ DIIALll!r I : I ..l--------~---1,,.J -r:-------::---~ I : I ~!: --=----Calli f'Cti rA:EE 1-800 227-2600 i I i I : I i I I I ELECTRICAL NOTES: 01tt-AL.iCN:T CQC)l.ff lO~DKJ...OSUl!t.. © ~~~= ~~~r::::~ Of DIISTIHG QRQJITS. @~c:l~~=~~W~f nlCIUR£UlCAnoN$. 0 Pfl<M0C. Ill.AHi( CCMlt 'Oil \#&l$tD cut IN 00NCfl[l[ ~ CAAPHIC $CAL£ (F"EE"I) 0 2 p--.._J MORA.ES PHAM & ASSOClA ~~.11-.s&IIIC&I, ------ --(()-OllS™O --M -""' 1////,, -DtVO I I : I: I I ....,. .. _ NO. °"'. Dt'SCll!"0W G" ~ / J DEMOLITION PLAN SCN..E: 112·-1--0"' DEMOLITION NOTES: 0 ~~~~~w~~~SC[.~~ O<ww"'-""' @ ~~~(l'~~~~~Pt.U BAO( O,S~ OCfl0UCT0RS 1H JlfltPAll,li'IIQN FtNi: c:o,Q,IIT At:-M.O!MD,if_ @~~F'~~~SHCf'~J:~~~PUCI: TD~ C,,APHICSCAL£(Fm) 0 2 k;.;.;I ,.,...,,._ C-3804 M/6JY11tl,NIIC[IJl57(1 ,.,... __ POLARIS DRIVE PUMP STATION ELECTRICAL AND DEMOLITION PLANS m:sot'.D!MllltA'IP.I CITY OF NEWPORT BEACH PUBUC WORKS DePAATMENl S-5218-S ...,42 .. 60 PANEL - A 1-Main 2-Spare / Lights 3-Main 4-Spare / Spare 5-CP Lights / Fan 6-CP GFCI / CP T- Start 7-Sump Pump/Gen Set 8- AS BUILT I <l:::==.,_OG:SlltO re to D«Y110.L 11t-P\.U ~ 00JOJCTORS TO CW 1.0CATl(t,I Pl Uf'U .. '""-' POLARIS SINGLE LINE DIAGRAM ,.__..... Pl _________ te.,, ft2_ ________ &8,,ti CJ WOUN'l'WO ~ PANE A ~\111.T~ 2...- LOCATION .. n,a: ~---lllCL'O -""':I ... <:1- I.Oil$ ,.. ' I ,. I 2 ,. .......... ,.. . I ,. 3 . ,. .._..,, .... I ,. . . ,. ' • -. .. " " ""' ,., .. ,,.,..... ... ""' TOlAL. if1'i1,TIS-.l720 .. __. ........ _ ,. -· I I ' - CONTROLS-----311 PML A-------14A 29 LNlGtST VOT'Olt_ 17A 172A -------MCW 10.000 ...... .,,. ....,.,.~ a,s ~ w.ma: LOCATION u•-.. -I "" """' ' ' ... _..._ ""' , .. ,00 - "" ... --..... - LIGHTING FIXTURE SCHEDULE A""-"' ,,,__ TAO """"""""' .. TTS ""-lAGE 0 4'~T~.flDIFtlRCm , .. I PCII. Tt:STDt ~ _.,ACT ft[stST,l,NT, IA' IRE'.SrS.TAHt Aal:YUC ~ Ra.LY ,,ov,c ~.~eAL.L.AST ..._ WETl.OCATlOf,I, '1.AT WM!. M'IO.. ® ~ n.uoRt:!'ttNT F'Uc1Lftt, ~ ,.. CJ POL "f'alOt HQl,ISWIJ. M>ACT RE3STAHT. UV RrSSJNH !Wt'rUC CllffU.Et, f\AL'I' '""'"" c.i.sxtm), EL.!C:1ltONC BM..l.A$T UL. 'MtT LOCAllON. Fl.At W.W. Wto.. """""' ~~ MOIJNllNC WATTS _, au,() (2) ,,.. 111 _, WAIJ. (2) 17W 111 ~ 1111 AISII MANuF"ACnJIIIEJt CA -HO. OCI.UMl:IA I.JGlflWG IJ.-.i4-2!2-C120-ot-! ODWMBlA IJQillN(, WH2-217-E120-DR -.. ~~ c<ie: la.L FREE 1-800 227-2600 r l;:JI Iii e e1 ■a •• aa mil 0 -.,., ' 0 0 II~ i -- _, ~~~ ffl~ t-: •. :--_7.L _________ ._ .. _""_'_""' ___ ..l..jlf 1+-1-"""""--""--,1'-'1,l--"---4 T l-,_@ L_ _____________ c:_-=,=.,.....,-=_,,.__i:-+-------t~-:-:""""""8U-,-ffC,-""'-L=:---_J PM " G£1LEVATION 4.l lfOT fO SCM.E -· -"' """-' ""'"" -... ""' • s ,. ,. ,. ,. ID " ON, ... -· =-"""''"""""' ... ..... c.a. PUt sa: A£OuflDOIT'S ""°-'-""' W£1UI !Na..ostJN: ,,,. ,. ... ..... '" "' "" -A-~ HTR/Qfliflt '"""'""'"""""' CCNIRQ.. PAICL ,. ... ..,_ " ... "" -•-· ..,.,. --.......... .., " ""' -,._,.,_l,.11,l!I COlffllOI.PANll. .......... ... .. OONIRQ. '1.000CLS.) 000,WR CCNIRQ,. PM«I. ... ,. OON1"". QD,i flA.'IUS/~ ........ -·-...."""' "'""-"""""""'" .,. QDOAJ(R ... ... OON1"". ,., .. ,. ... -·-... ,. OONlllC<. ... - CCWT'AOI.. PA.ND.. ........... c.o. ........ CDNlRQ.PN!O. --,. ODN1"Q. HII(. n.cA'f (U,) '"""'""'""""' -~•- ■ i;t,a;: ~ll CDlmr:tCR PER cntrutT C-3804 .....,,._ f-+---+-----------1-~ POLARIS PUMP STATION f-+--+-------------+--1 ~-=-==_,=.,.=,.~•SINGLE LINE DIAGRAM, ELEVATIONS AND SCHEDULES """"""-"""""' oaolDI-DftA-C,ID NO, DAit otSOW'ltHOf"IIIC\GCIIS llft/NJJO<OUD;.IAIDAlll 1 CITY OF NEWPORT BEACH PU8UC WORKS DEPARTMENT S-521$-S our43 orSO FROM PANEL MAIN CB 2•013/60 " " " " " " " " ,. ,, .. ,., " "' ,. ., "" C817-I~ I OOOII T WT1),0H "'" 777..,,.... IO"ITTOf ~'I 0000 ~ "10.0H "" """""""' m""""' tO!rrtlt 111'.LAY ~ DMIIIEII' ........ '"'""' ...... 11 2.JG/J/fO .. , ... ,,.. .... .. F\A I• u,/lf» -.e-~ Celt rou. rntt 1-800 227-2600 ... ''" "" .., ,.. "" .,. ''" ,.. ... i] 0:111a.omao=xr..oo ~Xt21/ XI ~ .. , f-----------------lo!'----.4 hV PCMt1t Ott ""' M h.--------------liil'-----4~ ""' '"-> ~OV I J EXHAUST FAN MONITOR 0\1£A1$ Hect ~f Ml.AT. 1'Uf'..U fflllCIW. DU t'IDt ia. i'MIC l'Cl'VOI tac to hvec C31tMU "'' I lPNH """" . ....,. T "''""' em:, '°"• f--• ...... , ... I ""• f--• """' .,. I 507. f--· -. -I ... I 1182-1 -· T ... I ~II I 1..,11-2 """' T "' I .., • l_,_, ,.._, T ,,. I '" ·--------------- "' --------------.... "' ·--------------- "" ·-------------.... NOTE m BfYIEM:R· M OONIR()l.S NllCAlm HDIDH 910W CCNCRAL INTDIT Otl..Y NfO'Mll.HOT 11!1£um)fM SIXllNCQII ~-'fl-tE 00HTRQ. ottAU '1111.1. El£ CtVfl.0PEO BtT\liElH lH£ QTY ANO £$$CO ~ lK POSJ AWAAD SUOMITTM. PHASC.. _.__ C-3604 l-+--+------------f----1 POLARIS DRIVE PUMP STATION CONTROLS-1 .. ,.,.,...,..,......., NCl't"IRAMRQ:6Jf70 ~--CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5218-S ..,,.44 "'60 (+) 51~, f'ROM Stff, +4 -H 515 1a•(=QI --~ __ , "" '"'"' 1001 ----It----., .., ' f:'00 L .. ~ _J "' ,., "' ..,._, ,_m """ "" ltllltl-MIJTDlt~ » rvrTCH IN ""1TO RQ.AY '1,t """"' -aoa-w1-1 , .. TD RN CF STAltlot ·~ '" -~ ~~INH~ .,., .. "' "" '----7~ ---... __ , I ..... , .. I -..:,.OI. 2 ~102-111$1-1 WlOf-11:1--c&.1-t 1111 IIID:11.o I .. "' "" , .. P\UNlsoaC "'"'"'-"" ., ., "' ..... , 1 ... lDU2(1NtT) ,o "' "' 1ot--w1--G..1-2 (11113-«I "' ., ., .. flt11J-,,Jtl-l "'"' " , .. '" 01117-161 "' ., " " '" . "' """ "" --"' .... n~.01 "'' Cll:l2J.--Mlt2 123 ., " "' ,,. Tt'll4JCTC.-O "' '" 127 ~ 121412.-<U-2 at,,._., '" m . ., """ I 11211..m ,,. ~ ,,. '" """"'-<D-"""' ~"111""'""""" ,,, ~,01 CO(TltCl. POvE'.ft ON Uc.NT IJ.J Mlltcll: fAvtl I ,,. ii! """ ,,. ,,. nw,_, "' WI COffl!ClQIIQIIJ "" lll! ,,. ---I "" im,m ,., ,.., -·-... WOIOllOIDl.lWl~t:lflO..t RCSl1 11!1" TM; OilfJII.Ql,O PU5H .. , 8lm0N ,_, M limOR 51M1Dt .. ., . .. ,., ... .......... , ... ii! .,. .... "" '" ........ 2 ,,, "'-"""' ,,., ii! ,,. IOltlfl: ~ liUAY 2: "' ii!'" ,,. ,., ,,. JI\Ml2Jtt<Uim> ,,. 11w~ , .. ''""''' '!I!' 1-----------------,-,,~('·),~,e-,-l ~, "'"' CftJ.0 IIC t-----------------~,,r,,,~,--1 11f,\m",,r>' '" ii! ,o131t R114l ,Q fll0.143.14' 1-::;·;.:.-----------~0,,,........j ffll42 .. • .. ,,. Ill! CAH$ t-,',lf.;,...---,_ ___ _;,PB:;,'5;;;:..,_ __ ½------<'1----1 ~4U~ 1:J V.TOI ~ ~ F,JU5"8'.11'fc.Jlt$(f ·~ "''" "' 1-.;;r.,:,...-----------"'-----'lil~----i ... ..., <&1'5 ....... t-~~--------------~"',•~~~ .... ~~ .. "' 1-----------------~"""'n:.--J ~sSCIIIC CON1'10UP ::l F F F F F INTRINSICALLY SAFE CIRCUIT / .. ,..,,, t. CClfiilDC,frl'ir;lfl~~1Mn:IIW$r-U,>Nr['OMOfl .\LJ,.OTNDtCXWIDIM'tS~ll'U'~NTSl'Olt ~40(:.jll'XW$ 1 llfLO~TO~rat,U,Ont2.wusTIIEISOtA,1ftl / RfOIIIAU.O~VOC.rAOll!8YA1t.EA.llr,/l#CHES. / TB6 / au . . FUI ISR l / au Ta CRl60 I • ~7 (KSHne'f '"'" "'--"-"'' / / ""• ' C■ FU'2 t.sR i? 1Jll:Y /'"' JC CJl:161 O ~.cu. • n.a,1 ""'' NOJf TO RE\tlEWEB· TH£ Q0NTIQ.S NIIC41'il) HDIOI" SNOW~ IJtl'DIT CN.Y AHO-..i..HOTetUStD roA ~ Clft CXltSTftUC'IION. fHt 0CfffftQ. OCJAU WU et 0t\oU.0PO) 8EhO)I 1lC 01" AHO [SSC() 0UltlNG M POSf AWllllif) SIJIMTTAL PtfASC. N'f'IIO"~ -~ v v v v v / / / C-3804 ~ -.. e-~ ~ !!!._~S~-~C IAT l--l--+------------1-~ POLARIS DRIVE PUMP STATION CONTROLS-2 IIIIAlm Cati: JOU. ma: 1-800 227-2600 T\t,O IIOftUIC OA'l'S !IP'()flC YOJCIC ··------· .o5lPlt M. ~ a C('SOIIPTICN IS~ Cl"TY OF NEWPORT BEACH PUBUC 'NOAKS OEPARTMENT S-5218-S ..:045<'60 \ ',, ,,,,~----... , ' , \ ,' \ I I I I I I I ,. ' I I ~ DIIIWRT I I CC1Xff14'MC&W I , --~~ Coll: TOLL FREE 1-800 227-2600 twD WOR~ CAYS BUOM: YOU DIG I~ ----lil'IKJ-NOI.QGl'Ol!Yt; ~t;Am 1a 9.'9.'i"2U(ll)O Tl. /1/ ti/ I ,,,.,,. .. .,_.,..,. l-+---+-----------l------1 Allfrt!tAN l!IX"i.iria ,_....,_ NO.. IM,I[ ICSCM'Dfl'~ DEMOLITION NOTES: ~ SC( l"ltMSf"OltWfJII, PflOfttT IN PV«. II}-l/4" w,.,TCR stJMCt .rrHD MEltR, IPR01tCf II l"lACf. @-lilfM0'o1: HOSE IJ8 .-NO PIPINO TO LMl'5 SHCMM. ~ r VCP 11¥1.utrff SEwtR. Pf!OTtCT N PUCt.. @-,(' SCH 80 PYC nJACtW.lt,. Pft0Tl'.CT IN PlNX. (!r< CP f'OfllX 1WH. PROttCT 1H Pl.AC£. ~ ~ wtrM;U. w/ 3ft' • C'Ol,Q, PfllOTtCT IN (E}---~ ,• PLUG VH..VC. E}-~ ~ ...... ~ RfflM OONCROC ururr eox TO 0--lltM('l.'t COtCRm: llTl.m' 10 0-~PVloiFINRIIJGF9111;:,PR018:TINPIACE. fil-~ ~~~PUMP CISQWlOC 0-~ -.a. l\81«., NC) ~cs. 0--~~~Y,~WPS. PftKl Mt) fil--l-.J' PUWP ~ ACCfSS ~Tat. PROTtCT 1H @-~ 2·-s" • r-rt ~ scvmt. @-~~ .. ~NOSM't:}:_TOlkll @-R:DilCM: PuYP SJAllON ~ PNIEl, stt @--~ M£ttlt. ~ ~MN , @-8Aa(JWWPRt'oUll'CR,.PROTE(TINPI.JCC.. 0-4"CIPSUCIIOHPAOO~INPUCt. 0-~Cf'~~~ [!}-::'~~~~ EUCfftlCM. @-~~~ro,.:: B-a;·ROKM:r.:XCOt.efflt [D-It'/' VOfll.ATION PIPlt-tC.. PROTtCT IN PU«. ~ I. SU~ ~ ~ Ftir liKlR£. ll#MW,l.1'CIN, Z.~Nf0R!:YOY!:COHC:ltnt"PA'YDIENTMRCQWlt£DftlR INSTolUNION Of GENEJW0R stf. 00NlROL P~ ANO D)N~ 5Q;uten!IC'M,.[RAW«;SrtlRlil:Jt¢~flOH. l. Ml.fJDCNOT ~YSHOWN FOR RtWtWM-. CltWCN.,ITIONall lilll,JCA.llON 9W..l.. pt PI01tCTm .. Pi.ACt. ~Olt ~Y, oliT ll1Dlt 0P'noH ~ N-40 M)tfflMJ. TI-IDf.: 11D15 Ar NO HJORlOtW. COST JO ?Ht Cn'Y. 4. ML atw5, ~ As: RDKMD CR 0DM1JSHtO 9W.L 1£ Pfl0POIL.Y MD~ 0t!lPOSCD OE. S.. ML D:CA.VA.ncH5J\QOS/HOl-CS 1H 'Sit out TO ~ ~ Nt0 0[~,/ltOOl.111.S 5>4lr&.L, IIE: J-.w, IWJTII MATN't ~ TO CAMI£ NCI' COMPACIW TO !IOll: RElA'IM: CJD&TY, 1,. Ol!ilWO txPAN$ION NtCMOA: 8Cl..f HOLn: ~ flOCl'MTIDWS Ml'OUCfol WHJ.S Sl-Wl. BC 01ft PilCKtD WITJI NQN.-.SHRN( QllOIJT. I J GRAPHIC SCALE L.-.-U-J C-3804 HARBOR RIDGE PUMP STATION DEMOLITION PLAN CITY OF NEWPORT BEACH PUSUC WORKS DEPARTMENT S-5218-S ..,. 46<»-60 Per RFI # 4.1 Andy Tran / CNB PE 06/10/10 - In response to RFI #4.1, and due to concerns about prohibitively reducing the inside diameter of the pump station suction lines, please provide the following thicknesses for the CIPP Liner on the existing pump station suction pipes: 1. Harbor Ridge: 3-mm thick liner (4-in. suction line) 2. Polaris Drive: 4.5-mm thick liner (6-in. suction line) 3. Back Bay Drive: 6-mm thick liner (1O-in. suction line) Please resubmit Submittal # 15 accordingly. Note:New Bypass 1. Saw cut and removed paving at (Y0 and (I) area. 2. Excavate and install concrete box. 3. Cover the existing valve and bypass line.4. Go to plan 47 for rest of work New Meter Existing Meter Existing Drain Line Note 10 10" ventilation terminal / New Location ' ' ' ' I ,,.~-----... , \ ' , I ' ,' ' \. ' ' ' I I \ f I 1 l I, I ,-I I I I I I I \ ...--, ~ DIBMSIT --.. ~~ Coll: tOL..l F"R:Er 1-800 227-2600 TWO -=iftl(!NG DAYS ilCTOlft: 'l'W 1)11; I ,, Ii ' If I I ,,, ,,•: ,, ,, ,, :,11 ,, ,, II, 1l1' i j+-J- 1 I, l II, i ., " 'I i ,, : '1• ! 1,,: , /1/ I ~I , i II ' :1 tl-WM ~: ....... ' ' 111, I , I ..:--.. ..,..-th : ··1t ' ! -... 11 .,: I l I~~. L ~ I 1 '' 111 : i\ : ii• I \I'\ ii\\ II,: i\1 I \ \\ \, D n< j J CONSTRUCTION NOTES S!!EEI...tl!IIE 1-PROR 10 CON51JI\.IC11CN DI( CON1RACtOR SWil POT HCl..! AAO l0C4ll l..: Dffll/'IIC UflLffl(S IP-I' 1HC eorfflRUC1ION ,lftE,\ MIO AOAIST JHt ~ 00tOJIT5 AS NttDtO: ANO SHAU. ~ M WATDIIAL. Sil£. NICI l.OC"AnDH Of' M OllSffiG F'lfl(/COHDIJIJS ;,T POINTS Of' CON!>ltCTWJN NIIJ ~ AIXOffOINlll.Y '1111H a!W'AIJEI.£ """"""- :z. THE CONIRACTOfl SHIU tnD 'l$FY TH! CXACl ~ or CONCll£JE:~LOCAT10Pr.50f"Mt-tGtS,.DAAIN~. lOCk:S AND ~ OF THIE ~t.r: MX(Ss. OOORS NitJ F'~Tt TH[ N£W ~ OOOfc!i TO W.lCN AIXOll:OINGL"f. Nit [OUIPWOO" Oft ST.AJ!tWA'P' ATT"°'[D TO M 000R FRAMt SHAU. BE: ANC1tORtt1 TO 1HE ClCMCftnE: ST1IUC1URC WITH SHOP ~ ltt't1£wm~~l!TTHlDl:lN('.£ANIDNl:.'WNOIOft smEM~:r'~~~THtt):15:nNC ~ FRAME. fOR O'fr '1.«NISH£0 ACttSS D00R, 'IHI!: ~ SK,l,LJ. vtlW'I" ntC l«.A.TIONS Of DfWN COIJPUNGS ",ND MAI[ PFN; ANtl ~tom , .3. lttMD',( NID RttONST1lUCT a• fM.L WOOO nHCING IAS fl£CUll:m f"Cf!P!Jt,lflffAflON~ 4. ~ ANO RtC0NSTHUCt ,; C<lNCRt1t SUB IN KHJI AS ftml.JllltD tCfl flUliP SV.TION ~ ,. 5a e"l'P~ PU~ Pl.Nil ON ~ ,7. •AOAISIIIIU[N5#Jf,l~(INACJU,1,L[~ '"""""' •• AOA.IST AS ltt:01.MCD TO MNNTNN CLINU,,IICD ~ !""",1'!1""-.,,.,.,_,....~ ••• OIMD&:IN ~ IS ~~~~ ~ '"', C(INClrCTt ttOIJ5El([U'Wf0 PAC AND D:l$TIHC ,.wrv & .,-, -~~ GRAPHIC SCALE: C-3804 HARBOR RIDGE PUMP STATION SITE PLAN S-5218-S Jrff'RJ'.Mll0£o®.::lif"50,l,I;KI CITY OF NEWPORT BEACH PU8UC WORKS DEPARTMENT ... , 47..-60 Deleted 13 Spare 3 Combined in one conduit. 2,10,12 21216 AS BUILT I j ✓ (C) ll.000 S-Ta-1 GRAl'l<JC SC"'-£ (F'££T) 0 2 1-----1 rt»S11N0:St( """"'""° ! j ! i i \ i I ' -----------""t"----------. \ --------- SCAl.t!:1/,t'-)"-0" [il ~~ ~ ~ PROWJE cnJMa ~ u] ~ DlSTJNQ Ma.Ifs ~ tcW PAHD..S. IT) COIi£ WAlJ,. f"OR ~DUlf F'£NrntA'Tl()H flUI' OE'l...._ lC OH SHtt1' XX. m ~ ~~~~~~w~.~ ACCOROMCC. Wini NC.C ART, 600.. (i] ~.: ~ ::'M3 ~ P<af1 OF ~ SHAU. @ ~DltATCSCON:IIJITll!JN, SC[St«J4tfa!COl,(l(,NT ' I I I I I I I I (t) • DISlMC I j ,a .............. TO flOIAIN i I --~-L -==-=r==f 1/ / / / / // / /// '/ /// -/ DEMOLITION PLAN $CALL 1/2"•1"-0"' 0 m.co CONrul/CAll.£ PftOl!Cf .. Pu.Ct. @ ~r.:= 00NDUT WIIH 5tNscR CAB.E5, PR0t£Cl IN F'I.J«. llf;IIO\£ @ CUT NO ROli:M: 00NOIJff ~ PftCPNIA'DCN nlfi: 111-AUlitilVEHl. COOflCalATE •TH Sitt.. 0 Ol'wo b.teffllCM. OiCI..OS1JAtS. $Al.YA« WC'TtR TI) SC(. 5.41.\l'AOE ODNTRCI.S TO QTY. @IIIDIOYtExPOSeDCA81,£.. © ,UU. l!IAQ( ~ CCNDUCTOltS 1H IPREPAAAllCK FOR CONOIJt1 Ftl[-AUC'l,IJ.IOJT, D00.118fT ANO PROW)( RtC0Ro CIRA'MNCS FOR EXlS1IHC Q.[C'JRK:AL S'l'SU. i w ro '~r I I rL-l v\ I IT) ~ :}~CDSA.R'I' COICJUf ~ WIii( ro (XIDtl) 0RQJfT m C-3804 ,----~-::-:-----,------------------;_-:._-:_1--:_-:_-:._-:._~Tf--:._-:._-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:.,-_-:_-:_~-,-,,-=,.,.-.:_==,,.....--,--------------_L_.'::.::~~ -~~ ~a~!1_~C IA ., Cal: TOU. f"REE -----.-.- 1-80() 1118 III.EIII' 227-2600 TWO ~ CAYS B£t'Clll: 'l'()U DIC ....,.,. .. .......,. ... HerlRAM'RICtlJl70 ""°"""'""'"""' ~ ,... DIIAMt. CAO N'f'flO'OO(a,;m.»,Al),\1'£! HARBOR RIDGE PUMP STATION ELECTRICAL AND DEMOLITION PLANS CITY OF NEWPORT BEACH PUBLIC WORKS OEPARTMENT S-5218-S """ 48 <F60 PANEL - A 1-Main 2-CP Recept / CP Lights 3-Main 4-CP T-Stat / Lights 5-Recepts 6-EXH Fan / Gen. Set Plug 7- 8-Spare / EXH Fan Deleted / Pulsar A-6 A - 2, 4 AS BUILT I set '""' ..... SToliTICINAAY STAN08Y HA~GltS«NCRATI>A 2n/,t,ftJrl, .,._ 4W ...... •-QJtW)fTL.Mlntl;fVSE <10KA l£T-n-lRU P./0 OJI 0 HARBOR RIDGE SINGLE LINE DIAGRAM D CON~PAPU (SU:!iHEEt!IO) ~ P1 _________ 14o1, P2---------14A CONTRCLS _____ lA Ptl. _, _______ M 2SX LNrQCSI' IIQftlA_ ·O, ---DISIIHG ---- ....,,......,-,a; PANEi • .. 000 "'-"""'-~\O.T....L,,,us:c 2---~ .... ~ LOCATION '"'"" --..,...,,., ....... lOTAL.,,_Tn-3&21:1 .,__ ""' I 0 ¾JT~ 11:tCLTO l'l[lillt,;lt= ... =-111111 ~u• WAff,t,Gt .. -LOCATION ... 1 ' ,. ' ' ,. ' ' "' .....,., ,.. 1 ' ,. ' . ,. ' ' 1 ... __ ,.,._ '""' ' ,. . . ,. . "" , ... , • --"" -. . , . " " 2100 "" .... ,,.,.... ..., ... ...... ...... -" La. ...... LIGHTING FIXTURE SCHEDULE fiXlUIIC -••= ""-'""' 4' fl.lJl0At5aNl' ~ ~ PCll~ HCUSflC. INPACJ RE9STNtl, nw LIV IIBISTNfJ A.at'rUC am.r:50, f'U..l.1 12Q'VAG CASKtffl). £1.tCTR(HC: BAU..ASf U1. ~ LOCATJCN,, FU,T WAU. WlO, LAMP 1"£ ""-"' ""''"'"" WATTS """"""'°' WAIL (2) 32W TIii ~ IMMEIII' WHIE"C'TURER CA,_.., COUJMIII>, "''"'"" LiJN'+-232-1:120-0lt -.. G~ Cdl: JOU. FRa 1-800 227-2600 TWO 'lliORXINC DAYS ~ YO.I QC """"" "" ""' ~ r r l/4. 3/4. ,, .. ,, .. ,,, ... 3/4. '' ,. ,. " u ,, ... ,. ~,14• ~ r J----,u'I ~----+--------+-----------------~ p~ 'V CIXv-_,........, '""'°""'"" E~fLEVATION .0 HOTTOSCAl.t. -"' or,, CMU: ""' -· ""'"" -"""'-"""""' ..... """"'""' ... -c.0; f(R SIX ~T!. ...... ,.. """"""""""' ,, .. ... -"' "' .,. .....,. HTR """"""'-"""" conlQ. PNG. " .. -.....,. "' "' ,,. - CONlROL P'NCJ.. '1WUYS'f'1t:H .. '" ... .....,. l'1 COlflRCII.. PNIO.. P2WnYhfffJI .. "' ... ..... CQNJIIQ.PNEL ................. ... ,. --l,OS-1,2 $TA'hlS urn>!...,.,,..,. -"' "' . .. -A-1,2,,3,1,1!11 """'""'-""'°'-c.o. U£nDICL -,,. ,. """"""-~- '°"""TOO -·-... ,. """"""-eOI SJA'!US, ,IU,RW .......... -·-1 ~-.a """""'-H""'-A.QAT COH111Q. P~D. ..,....TOR '" '" """'""' °"' SIS """"""'-CCNtRCI. PNCI. ... ,. """""'-A.TSPOSlnoN CCNIRQ,. PAHQ. FlOOOSW"" ... ,. """"""-""""1J.Jl.QOQ C-3804 HARBOR RIDGE PUMP STATION 1-+--+-------------1--~,_,-..;i"'"""Silii"ii;.,.fi.,.ili>i,o,ISINGLE LINE DIAGRAM, ELEVATIONS AND SCHEDULES _,,_....,,. ... DAI[ CITY OF NEWPORT BEACH PUBllC WOFtKS OEPARlMeNT S-5218-S om 49c,5Q FROM PAhCL HAlN CB 480/3/60 I :--(L a,1-10,I. l'HG_ w,,,IN ..J. " " " Qll7-354 " ~~l "'°·~ TDOOR ......... '"""""' IOdl'DR Rtl.AY ~~l"'°·°" I DOOR .,.,. .... m"""" ~ITUfi' RQ.A'I " +-+-+-----------ioc l f'O'wtR ~rrt11 ~ ~,.-400 n ,., ""'" 1150111'11 .... I• 4flf>flteo ..... 11!i(l,tl'W ,..,. I• t«J/lfto "+-+-+-------------------= " &l'l,\"b, Ill!"" IIIIUl!T -.,~~ ~ rou. rnu: 1-800 227-2600 rr,o 'MlRl<lNC OAYS eO'ORE Y0IJ CIC ~,t,Ot ~ ...,_II not~'\IVi.TAQC ~ UK lVNVK WffllCU ... 001 .., ..., ,.. ... ... ,., """ ... "" ~--4""'~----' ,, '--i,l'>n-------------4i<i:_--j tt01f \Q.TN.2: ....... """ ~ EXHAUST FAN MONITOR G)\fllSS"'°9~lJitll.A'f, NOTE JO BEYIEWER· 1'Ht CONl'RCl.S INOCAfm HOt£IN SHOW Cl£NER.t,t. INTtMT ON..Y N«l MU. NOT BE USC FOR 81001MO OR 00NS1RUC1'10N. 1l€ CQfflltOI. OUAILS 'IIIL.l BC Ol'Al.CIPfO 8CT'llttN M OIT'r NfO tsSC0 0URINO fl.IC PO$'t AWIJfD 9.&IITTAl. PWASE. ~ ~£.:.~OC IA ,,..,,. .. _ .-+--+------------1---1 -------- .ll'.VH II, IIQW:S, ll: .... N'PflO'G OlCllilD; ..., 0.lt'. \': .,, • i--• """"'. ~ ""• ..., • lNSltt_, l'IM'1 T .... .... lWRlll-2 ,_, T ... • ,., 1WSll2-I I """ ' T .... ... • !~_, -' T ~10. "' I {..,.,_, ..... , .., • "' {--• I PUP e ~Ho. 24VIIC <-> ~UI .,, ----------------,.,,,,_ '" ---------------- '" --------------.... ...... .,. ______________ .... C-3804 HARBOR RIDGE PUMP STATION CONTROLS-1 CITY OF NEWPORT BEACH PUBLIC ~KS DEPARTMENT S-5218-S .a, 5Qc,6Q , .. 1-.,,.,.,.... ___ ..., I.JS ..,_.,. HJ 114 I,. _J n SVTTCH 1H ,t,UlO TORTU -JII' $16 """ .. A2 ~c101-v1-1 ...... '--7----' moit:!IMtT ,OS 106 I---~'!,· ---1:1-=<rL-~=*~i==,:~c:!......r..:_ "' "' ... .... ., .., 113 IOf-Ml--cl.1-2 CRID IU "' Ill C,1117-wst 111 . , .., 118 ,,. l£2Mt'l-l ... ,,. 120 ---SS111A '" . ·-~--· .... ,~, "' "' an~....yu '" Al ., I,. "' ,,. m , .. n:1-ui-w -1 aU29--R2 "' ,,. """ ,. ,,., 1l1 , _______ """'""""_ --------1 ,,...,, !a!R'~""""' rg1(11 ctlNTU P!M'.11 "'u<>n rcmJt $AVDt I ,,. ~2 ISJ "' "'"' Q?)J.'l"''' ., .., Si"' ,'!"ffl ~ <I~ ,'l'"" Ill! ., ""' 1,0 ~ ,12' 'J"ffl .,. ..... , E"' ., .., 'l'""' f11f .., YI COHW.OI. ORCUf ,,. Ill! ..,.,.__,....., ' "' , .. t------------------1,_,~r'"},,.,.,-.~, .,., ~1-40 ,c: 1-----------------1"',n-,,.,.,--,~~~ :,JIU,111 """ II! 10,.., ,., "' 1--e;·i=-------------0...r--. ~110,ltl,14' "'-'"" Ill wortfil(MJU,l(INJPMCIIIOIT M:SCT M1H M ~ PUStl rAJTHl:l,or-QR$1'Nl'llJt , .. m-----1--------'".:l."'----4---,r\----< ~~~•~umf .= lAIDI Rtw5 mt p~~ic;tf " .,.,. .... , II! ., .... ,,. ..... , "'-"""" II! WOf0R RCOllllOl llllAY 1 II!"· _,_ u:-e-~ Colt: TOLL FRO:: 1-800 , .. .. , , .. , .. "" ,., "' ,,., ..... l--iirl'n------------!>----l!!f----4 OI.""" ... , .. ..... t---<----------------cs!., .., ~'mw .... , .. " !-------------------'°"(").-~ ~$SONC CONT1IOU.tR .. "' INTRINSICALLY SAFE CIRCUIT ~-v f. CO#DUff HJlt ~C#ICC,ffS /IIIUSr 8£ &O'ARAnD il'fKW ~~""'NEC~l"Oft I,, L ~WIIIIIWG,Or'VWMlS rwAMOrw.-1.11, .. .l$OI.AUO HIOMAu..0rNEltYOl.rAGt8YArU.Ur.fa«:HEs. l,, L, L, L, TB6 "' au n.u WI: 1 1,, L, "'' • 1 -,0-""-"'-'-, ---',"',,-__.::,r7 ~1 ,,. ,,. "' , .. "' ~ MORAES/PHAM & ASSOCIATES -.IIIIO--...r.a~-___ .., __ ----~-- L, L, l--+--+-------------1-----l f!J>'I ""• .. ~7~-y 01:2:I TD ~I O •, '"'" NOTE TO REVIEWER· TIC ()ONTil()L.S INDICATl'.D HtRtlN SHOW GOOAi. IHl!Hf CNl..'I' AHO '1111.L ttOl at US(J) FOR .OOINQ OR 00HSTFIUCllON. M: COHlltOl. ocr...u WU. 8C Dl'\IO.Ol'ED 8CMOr fHC CITY Ate> ts5(0 0UltlNO THC POST A.WJ.M) SUEUffM. f'tll.SL -- L, L, C-3804 HARBOR RIDGE PUMP STATION CONlROLS-2 DIIALIRT 227-2600 DCSOE►• ""' llltl.'Mt N'l'IIMl!ateoa:D: MMD,t,IC;: CITY OF NEWPORT BEACH PU8UC WORKS DEPARTMENT S-5218-S >«t51,..60 TWO 'IIClRIOMG OA'f'S IIU'OftC 'l"Ou O.C .(IS(J'MW.~£II .,, Re-visit RFI 19.2 / Detail 4-7Andy Tran CNB PE 06/01/10 - As per your request in RFI #19.2, please provide an H-20 rated hatch per the contract documents with the same H-20 rating used at the Bren Tract hatches. Per RFI #19.2 Per RFI # 9 Cast Iron @ B.T. and H.R. Andy Tran CNB PE 03/02/10 - The following are the responses to the (2) questions and (1) confirmation requested: 1. The SS ring, grate and frame detail callouts noted in Detail 5 on Sheet 52, shall be a cast iron grate and frame (Alhambra Foundry No. A-2020 or approved equal). 2. Yes, the frame and grate shall be constructed per Detail 27 on Sheet 58. 3. The existing sump shall be removed per Demolition Note S on Sheet 5 and replaced with new sump pump per Construction Note 12 on Sheet 6. All sump pump discharge piping, fittings, valves and supports shall be new in the drywell. The contractor may connect to the existing sump pump discharge piping at the wall penetration. A CONCRETE WALL PENETRATION ED ~lOSClU • 1"r ~ SUV, W/ SS 111NC. t;:AAl( ~~~[:. 4d':of'TIW'r'ICRATtD~ 00HCN'."lrWd.JCClif.JED~ ANO ~ W/ 00•~ COAi. ,,. """" ..... · fl&..!4EI!! -4• COlilPN«>N """"" Q.05£ FlAHC[.lYf'EPIP[ SlFPOA'T PEK DrlAIL20HSH(1"1'~,rOR 80)'.Ci:5fJcuPORWOR!t2 (liltt,{)~RtCKARm 1-HOSE VALVE ANO HOSE RACK DETAIL ED NOTTOSCM..t • \ '1M H-20 1'IW'fX: ltATm SSJSINGL[tuf'~ :m.,,=. "'{ ~ -4" BYPASS PUMP CONNECTION AND VAULT DETAIL 5 P+OtTOSCAlL ~ IIIALIRT f'IIO WCRl<WG OAY$ SUORt YOU DIC , ,. S(DWI 1-1/2" !ll]E$ ut• AIW'n;R SOI 40 T05£WCRPFtS!lt (ADN'TOI NOT CWEJ:1 "'""',.,. VOf1' ASSCMll."I' IS trt' ~ ,: 4T STNCWlO P9l'[_ 'IOff" W/ $NIO St0t< B41$H (NIM0Rcl,$l Pfl00UCTS. POI Cff'f' STO). "'""" sa '""" NOtt • (!VP) 1, hWC DmANCt acnr-tOI ~ 5tW.l 9C 1 O' G.C. (WIii. 2 POt PIH). 2, M.l WATDIW.S 'SHM.l It l11 .,., ....... $1UL PIPE SUPPORT NOT!O>CAI£ 00&...6 W YfHJS POM 1 IIIDO('LJ<t.[V[l. 't' WU: X 3/8' ~-'""" """""""'"" ..,,,.,.._PV<W ................. "' ...... VENT RISER DETAJL(I) "'°' to s6,il • ~"""""" _,. 1 aJP AND ~ ~ ~ ON DR'I' lll'EI.LROOl-'TOAOCOWOOiliTtH,1,T~ .............. 2. '$' ON B.li0( ~'I' PS N0 '° ON MAR90III: IU)O(. """" I. t>Qt KUCM 0CMR SI-WJ.. 8t PflOYIIED M1"M SlAWi LOCK. FUJSH ~ DROP MN-ICU. R£CCSSCD p~ $TN'l£. ~ THROUCH. 0IMJtS SK1rU. et sttufWl TI) M nt.iM: wmt 1/r 318 S.S. 101.1$. 2. PfKMOt 1-1/r N: seti eo ~ f"ft FAOM HAJCNTJIOUCH10wrt"ELL.0Hov.w0NOIN( N,IIJ TO SllJW' N 011YWW. f'0A Bf!DI tlUCT, J.. Ofl'IWDJ, -.c:ctS$ ~~ SHMJ. Bl[ 311 S.S. .. 00H:S'IRUCT PftfCAST COICR(ff CltADt ~ AS RE:O'O ON OIIJICflO IN( '\ffl" wtu.. KA.ICt41NStH.t.ADOtt. CD ACCESS HATCH REPLACEMENT DETAIL 0 NOT TO $CAL[ • ~PUHOll-'IN: M .wR:0'«0~ llf'SttAm 10 PROJECT DETAILS DETAILS I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3804 S-5218-S Olll 52 V6Q RFI 9Andy Tran CNB PE 03/02/10 - The following are the responses to the (2) questions and (1) confirmation requested: 1. The SS ring, grate and frame detail callouts noted in Detail 5 on Sheet 52, shall be a cast iron grate and frame (Alhambra Foundry No. A-2020 or approved equal). 2. Yes, the frame and grate shall be constructed per Detail 27 on Sheet 58. 3. The existing sump shall be removed per Demolition Note S on Sheet 5 and replaced with new sump pump per Construction Note 12 on Sheet 6. All sump pump discharge piping, fittings, valves and supports shall be new in the drywell. The contractor may connect to the existing sump pump discharge piping at the wall penetration. SUMP PUMP ANO SUMP C) hlDJ TO SCALE • NCAATOO "''"''""" ,. }-----..JLJ<JLSLJL)l_-----j,------j"')<::1----f"""l----l~""' = """" ,.AU. PIPINC', rTm-lG'5,, rrc:. ~8E: •• UNI.CS$ 01lO'MS€ ~JED 2. PRO«){ i1U Pfle~ ~ GENERATOR. G.AS PIPING SCHEMATIC DETAIL 5, ttOT TO~ FLANGE TYPE PIPE SUPPORT OETA.IL NOT TO SCAL..1: C) ,-e .l:TO.C.fOP lrj N-10 l0TTQl,II fJ04 Wli'f a[ ~ ,,,,-.. ~~-----i.tJCAAl(Jfl Yt'(ITN/L(NC™ ♦ 1:l' (PCU,FUS A llilttN m.M:T) W.'UIAtOIII ~Ot/1.C,.;mt • r (H.¥tf1011t ,trol;Q ' & --~,,.,_~ GENERATOR BASE DETAIL G) fiOT TOSCAI..E • t1 u• ., --~~ ~ SlANIIC C'ONSU\D'fO lfiC.. 1-tTOCIHCLOG'fDlll\'I Col'I: rou. F"R££ -IM'-IE.CA 9'26-11 9.49'9236000 1-800 It,_ IIIIIAWIT 227-2600 11..nl~~ '!'WO lllOll:tilNC DAY'S Ml'O'ff: lOJ DIC .. I( SOUND""'"""'" D<llDDDII """"'""' """"""' 1/"r [XP~ ANCHOR 8(11.11 W/J" WIN ~EH1ec..)~l11 EO\.IM.) (T1P Of 2) WALL MOUNT OUCT SUPPORT (I) HOT TO SCALt • f'V,,CtAS ~OROOHTMJWS olilJ>NC PDIDirJ'£fll or ISCUffl) SI.Ml W/ ~ NE F'f"E: P£Hrntlifl0KS~SLA cXPANSION JOINT DETAIL ED t«)T 'JO SCl,L[ - PIPE PENtfRATION REPAIR DETAIL CD G£NeRATORMOUNTING DETAILED K(JT TO 5CAU: • APPflO'OOEtaald'5D-'lL10 PROJECT DETAILS DETAILS II CITY OF NEWPORT BEACH PUBLIC WORKS OEPAR.TMeNT C-3804 S-5218-S ""53 <>60 FINISH£0 CRAO£:--------~ CAST IRCO IRAFflC C0'4R EMBOSSO> •CROI.JNO ROO. CAST IRON GRADE RING AO,IJST TO FINISH GRADE PRECAST CONCRETE BOX CROUNO CONNECTOR BURNDY lWE CAR, COOR<>< PCAGRA"'1----...._ ¢0MPACT[D EARTH 0GROUNO ROD ANO BOX INSTALLATION \EJ N,T.S. (»5lll«; ltOAO OR CONOl£lC OflttOVAY-© ft llD!Ml, l.ONl'Jf1\.IDl'fAL. AT 4 C'.MNat$ (OYtluJ> 18" WIN.) ~1~~)1'WAX @CONCRETE ENCASED CON.~UIT G)TO 8E ~T ANO f\U OU"IH, ©~-~~~y"nm @~OONSFOROQNWT C5lol.l -PffOliU MClil AS M:OJNll nll!:NfSNC>OAO..IDfG. P.lr!Nf =..-r~~ ~ Ot,l.l') )/,1" A8 T"l'P. Ar J'-V OC:: IWI CA$'I fl C0NQllltlt fl..00R. 'fllEU) TO OWMl. ,,,...........,,.., """""'" W01HOf:S.1'0iellEAA U",Q,OWiNQS♦Sl)D '""'''"" ,.... _ __,r--'--'-'.l'--....:.-~~-~'.:~..'----'rl ........ , ______ _, @TYPICAL SWITCHGEAR AND MCC FOUNDATION QET~~ ':-e'~ Cal: T0lL mer 1-800 IIIM!Rr 227-2600 fWO WORl(INC: DAYS BfF0A£ \'QI.I !DIC LIMIT SWITCH DETAIL M,U, Wl;ll,MT TO WAU. WITH $TAN.l:S-'S $Tm. 8RAactl ~ HAltDWARE. USE 3/a~ X rttm~NICltORS.. @LEVEL SENSOR .. NTS 0000JMOff .mo '(AfCH D!StWC Fl.o,u new,~ ~ =:,;_s=.~c!.':'!! -------,____ c-- .ostf'tl u. IIOftA£S. u, ffi PETAi L 'A' ~ NOT10SCAL.£ @ PBX WELL SUMP fLOAT SEN~?._B J/6' 310 S.S. AMCHOR 9ClJS {TYP FOR -4-} @SUPPORT STANCHION NTS _,._.,__,, f--+--+---------~----1 .. '"' DCSall'Dttl~ AIIO'ffffPIJIC£tJl.10 ,._..,.....,,. DQ10lrOi JM gR.AW; ~ CKOG;a JM CIA1C I ELECTRICAL DETAILS CITY OF NEWPORT BEACH PU8UC WORKS DEPARTMENT C-3804 S-5218-S >«< 54 "60 Per RFI 47 Drill / Epoxy / All-Thread PUMP PAD DETAIL """°'"" ""' ... """"' ""' ... HOOl(S SlZ( ·.,: ~zt ·,: /l ,; ,. 1,; ,. tr ,, 1.- IS 10-/10 22'" ,. 12'" /11 ,.. fl ,.. J!lllL UNL£SS NOTED ornERWJS[ ON DRAWINGS AU. L£t«;11fS OF SAR HOOKS 1N FOOTINGS, COlUMNS, W.-US AND SLABS St-WJ.. B£ GIYEH IN T"8LE. HOOi< t..rNC1H •)(' IS STAND,6RO 90" BAA HOOK LENGTH. STANDARD 90' BAR HOOK "'"'""' CD ED -4. MO ~ ro <iftl:IUN), WCAJHOt, Olt '11(,1,T!JI; N1Dt f'OftW ~• II, IXPCs:UM lO Gll'IOUNO. -.0.nGt,, Oft *TOI N'ttJt fClbf ~ C.C(IN(:ll(T["PVriCCDMWHSf$101.. • USC C:O'YtJil •,r Y1HtN DC~ IS TO M'OIIOR OF K'l'tlRAUUC CONTAINCO $PACU. (IC. ~ 0111 PMlCCSS ~ SUM) P't01t: UHL.US NOltD OTHtRWISt (IN ~ WWINQS. ~lt lfllTH PU..fflC LJtO D£rMI.S. CONCRETE COVER OVER REINFORCING STEEL 0•8M""'l111UIIIGO 0•8(1;11Srat,a.•~ 4(1111S(1 l/t-> .1.ll!l'...l:IQ SIJBBUPS 4: TifS CD .llll:!ElLa.Eli TYPICAL REINFORCING BENDS CD ""'"""" -.. ~~ Co1: T0U F'REE 11111111111' 1-800 227-2600 T'WO ~ DAY'S IUOi!C -.W 0JC ll~ mum<....,.._""-~ lttEONOlOGYOINl ~.CA 9261t Staniec 949.ffl.(l()OO --......:£ . v~n; ;, . .... ·~ \ """' 1. M,.L -.vrnc;AL ~ FOR QOUJWM, POIS NCI WMJ,.S $KilU. 8t 0CWtLtO AS S>IJWN tlON. 2. WIPWW Cl.CAA SPACINO l.d "'1NMIW ~ 15. •=~,..nc~~~- .n " " " " " » " ~o .., n ae II 108 JI 15 f) •toG ~l~L VERTICAL REINF LAP SPLICE CD JlillllSWKlli .EW TYP CONCRETE FOOTING REINFORCEMENT ... " " .. ...,. 1, SPIJCt LDIOTH SWil.L 1£ OOUlt.tlHCI) rFl:OM H SIZE Of" 1Ht: s~ BAR Sf'UCGL ?. lolNIWUM COiltR 1.5". l,INJMUW 6,1,R CIVA' $PAONC 2: BNI OW,l£1'UIS. J. 0M0C 'flt 1,J FOIi: 8,lrltS iM™ U:S.S nwt 1:z" ot NttSH OOHCMI: PU.CO BO.Ow, 4., ~ ~ UNITS W "8d lit,."I HORt1 • \IU1" ~r TOrsl()ll,Ji·tr Ill IDl5Qf\Jrf' l 1ft BNtSll f'e-).!tOl)P~ f"c 11".5.I, ,. 21 " ,. ., .. ., ., " 71 .. .. 112 ft "' 11 ltO TYP HORIZONTAL REINF LAP SPLICE 4 '""'"""" GROUND SLAB JOINTS '''""''" OCilUO ~'Ml! ... ,. """1Jt,flJ t1£0llllt ~ D>,I(.; 10 CD PROJECT DETAILS STRUCTURAL DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-3804 S-5218-S ..,. 551'60 Per RFI #48Andy Tran CNB PE 08.18.10 - In response to RFI #48, the proposed solution by Metro Builders (4,500-psi grout with 3/8" pea gravel) is acceptable provided the grout is still "plastic" when the concrete is poured (ie. the wall concrete should be poured within 1 hour of placing the grout). 12" Per RFI #18 Sheet 27Andy Tran CNB PE 04/14/10 - As per your request in RFI #18. the 12" deep plastic sleeves may be used instead of the 18" deep plastic sleeves for the dowels noted on contract drawings 27 and detail 13 on sheet 56. CONSTRUCTION JOINT SLABS & FOOTINGS 'lffll•ltllSU'•SfJUlff OOKT. WAll a-"""• .EIHJ REINF. EACH FACE CONSTRUCTION JOINT WALL TO WALL CD CONSTRUCTION JOINT WALL TO FOUNDATION """""""" ~ 51-'13 SECTION CD 1••11Y'-tr~IAR CXMnS.LOCAtt e r~CI" ~ nD4 TOP& BOTCf WAU,. II e 'Z'•<f IWt. 0/C UJlO e """ "'"""""' """'"' ® ... TDIS11>' Wll\fWI ® """"- WALL OR SLAB EXPANSION JOINT .,,.,..., Dl8MSIT u•..------Coll: lOLL FRE:£ 1-800 227-2600 fW0 WOl!tKlHG OAYS BUOM YOu DIC ""· ......... CONSTRUCTION JOINT WATERSTOP OET AILS CD ADOmOOAI REINfORCIHG AT CIBctllAR OPH!NGS NOTfS· 1) NUWl:!Dt OT olrOOIT'l0fW.. ~ a.,,11$ rA0t Sltlt ~ Of'Dlt«; SMALL Bt ~ T1) 1/2 ~ NUWBtR Of" INitJ!m.FTm!WISINE:AO!.tA'ttlt:OfRtN'ORaNC.. Z) Stz[ Of ~ IIIN'Oll:Clt«. ~ '° (01.W. SIZE tE MaR,Ft'EO RfJt-RlAl>C ~ ~PR(MtltSJt>.~OHt\ARS .. Vll'1,Dl;iTH DTOl!ilON CNtN01' It OfltMim CIII Al JC»tl'S OI: OTH[R 08S11i!l,JC'IQt ~ ~ 8IJa, .. SAME PUH£S AS ..rEMI.JPTED ftCN"_ •) SPttw.. OPOa«i 00tOnON!; SIW..L at A!i INDICATn> Off n.E ~ OR 1-S (NRf;t:TQI !Jr Tl9;: OIINl'.Rs RD'fl£!itNlATNE.. ~ .AL&. RDF~ fO o.rAA ~ Pft Oil fl.At« 00Lt.ARS l;IY -r. e)wtfCkTHCDIS'fNC[8£1'WEDfn£0.0.0f"J. Pff OR St.n'.V£ TO Nf IN1'0IStCTtfO WM..l/SU,8 OA~PIPCOASl.fDIEISU:SSnw.'1K SUM CS SPAC.(S ~ 11) MXXJUWOO,.n:; H IIDUCCWDff ~ AJ 1H[ \tNIWIJ"- """'°" .. IICJltAS[lW!~fNONtSIZE. tr. K:IJ OM.T MlOfflOM. IIDRIDIG ~ 10 WIMMIIAWN.aifl lll !IW2Gfll'l1lttlf ~M.1/Wl.l'ft:Olltil'ot. NOTES FOR AOOITIONAL REINF. AT CIRCULAR OPENINGS CD MIN. eonoM. wl, 00W£L LENC'ni o EO. TO LAP LE (UN0)---~1 w.s, M€N ~OICA.Tm OR NOl£D WAIJ. WJTHOUT MID JQINT WALL REINF. LAYOUT (U,N.0.) PROJECT DETAILS STRUCTURAL DETAILS C-3804 CITY OF NEWPORT BEACH S-5218-S PU8UC WORKS DEPARTMENT llfil 56 tF 60 CD CUT 1'YPICAt. Rlff'OIIICOIO« AT OP(Hf40.. ® @ ~et~~':~~CMOOtw. ws ~ cur_ © ust 1HIS OlTM. rat AU. CtftCl.llNI: OPOllHCS ~ Tl«OI.IGH I I" UHIJ;SS MtJnl) ~ ()f,ITt«StJtUCnlltAL~ ADDITIONAL REINFORCEMENT AT CIRCULAR OPENINGS ., ... .,., THICKENED EDGE SLAB ON GRADE j_ 2 fl:()Nf, I,$ K>ICAffl) """""""""""""' """""""'""""' """°"""' -• >/>(TIP) (:s'IIINIWN) _,.. ~OICAffl> ctt """"'"""' --.......... ADDITIONAL REINFORCEMENT AT CIRCULAR OPENINGS """""" """ 1 .snJ'n;NftANSNG>&IEXl'IOWANl'AtlWCfTCO(Pi,I 111).0W 0AAX Nil AS 11(00 lO~ fl'IS IV l'IP !'11,: """"'"'"-1 fUlf"lOi.QCll'Sl;!l:wtJSP.fOIClrYfTCIOf" TYPICAL STEPPED FOOTING '"'"'""' u•-~ .. ~~ I• SWffl<-INC. 19 TKMQOGY DIM ·~ ......,_(;A .-i611 5ltMlec t'9.923.6000 DIQAIBII Co11: TOll FREE 1-800 227-2600 TWO WOltlGNG OA'l'S 8D'CM. '1W 011G 10 U <le" .r © ~~~ TO 91; UStD UN~ ~ QM;J!WlS[ ON ~ @ ==,i:-:~·~ ~ a:::.: • 1/1. MrA Of @~Mff"lVtlCJIViCCD: ·-~ t or WAU.S OR ~ WHERE ot4E V.YUI Off NX « WALi.$ 0ft SIM$ W1CM fVIO V.'IUS Of ,,,,__,,, 0 ~ ~ IIO'lfl. .f'Cllt U0t LA'rUI ~ fOIFORCDIOff c,, ~ © LOCArt ~ IIIONf, AT 1/2 $PAC£ ll(TW(l)f NOfl\W. BARS NOT Cl./l. © 1/offtH tHt CIS1ANCC Bttlil!'.tH (lPD9«I at 'Jl',t,l,J_ oft 5U,8 ANO lfltM[CllNO W...U. Oft SU,8 IS l£$S THNII 1)1[ SU1i1 Of" SPM;D Mtct'S$AR'I' TO AOCQl,llitQOAlt TIii: ~T flONFata«. AT ff WIIMIII SPAON<'t o. IN0ltCASC BAA 'Silt IV OH£ 'Silt. •. AfJO ~'I' AO(ll1l(lNl,I. RtN't)RQNC ~ TO WNNJMH A WINMIAI OIF 3 1N. SPACING 11CMD1 ~ WAU., SIA. l'tt QR ~ 0 l;C ~~ g•~~ (lit ftECWICUlNt OPCNK.S (M._'I', HQOt( NOTES FOR ADDITIONAL REINF. AT RECTANGULAR OPENINGS .IJ.EY.!,l]QJj PIPE & CONDUIT PENETRATIONS AT CONCRETE FOOTINGS .. .... ADDITIONAL REINFORCEMENT AT RECTANGULAR OPENING -I. Stt ~ l'Cfl SVfilfJi« --t. PRNE WR'l1CAL mas. l, COMS1RVC110N ~ ~ TO KYOPAIAJC "' -ll".Nl:INC SUtfMXS TO HA~ ~ ANO """"· S'f'OP CROCM: NrJ SCMNCT ti lfOO IO.OW """""' ~ OR AS l'QC;A11l> ON OAAIMNCS . SEALANT GROOVE CONSTRUCTION JOINTS PROJECT DETAILS STRUCTURAL DETAIi..$ N'PflO'@ ouml': In 0-Att: 10 CITY OF NEWPORT BEACH PUBUC WORKS DEPARTMENT C-3804 S-5218-S _, 57 e>60 Per RFI # 9 Andy Tran CNB PE 03/02/10 - The following are the responses to the (2) questions and (1) confirmation requested: 1. The SS ring, grate and frame detail callouts noted in Detail 5 on Sheet 52, shall be a cast iron grate and frame (Alhambra Foundry No. A-2020 or approved equal). 2. Yes, the frame and grate shall be constructed per Detail 27 on Sheet 58. 3. The existing sump shall be removed per Demolition Note S on Sheet 5 and replaced with new sump pump per Construction Note 12 on Sheet 6. All sump pump discharge piping, fittings, valves and supports shall be new in the drywell. The contractor may connect to the existing sump pump discharge piping at the wall penetration. Per RFI # 8 Andy Tran / CNB PE 03/2/10 - In response to RFI #8, the stair nosing shall be "RGP (Robertson Grating Products) Alumacast Style 801" or equal. The system proposed by the Contractor shall not be constructed. """'"'""' "'-""""' """'+ 1/r !IDt, ••I l/1'!,IUSS!lmtlCJTICJm!it EXPANSION JOINT SEALANT RESERVOIR fOVIFMENT PAD NOTES I H ~ PAD SIZI S1-1AU.. BC AS IHIJCA10) OR SHQN,1 (II 1JE DRAwit:;S ~ AS OCIERMIH[O BY THC r:CMPMDn ll!AN\SACTl.mA. 2. M !ilZt, N!.1101Jt,. fVPt, LOCA'l'IOH ANO 'lkltrAD ~CllON Cf' TH( NICHCfl. BOI.TS 5a-!ALL BC DtltRWHEO BY THE EOOFMCNlMAHI.FA.CTlltttl Htt.D c:a«Rl'Tt ~CHOR 80l n: lt4 P®"'l1Qt.l ¥111n4 _, TtJ4llLlC ~ PAD 15:BtwePI.ACEI), l.. ust Pf'£~ 'fO PAO-.« M AIIOtClt IIO..T ,1, 14»u/M ilO'ID,E,ITCf"l/rlfAU.Ol'RtCllON$,lH[ WWMIM 51...£:t\1( l0«71H 9WJ. BE & TIWES 1ll!'. 90LT DW.l£llR. SllroES SHAU. Ill!'. ,um '#i1k HON-SMl!lt,IK ""'"'· t, Pl'[ ~ Sl-tAU. ti,1,'JE A IAilU.11,~ tfttRtl.A,L 1.1~ 1• WA.tm tto.H K ,N,IOt0R !KU CIWCftlt ~ ,i, UAJ!lWIN INTERH.Al DIAMClU J." c,:RCATV! 11-IAM ~ ""-'""""10l ~ l~T 11"'5D 9{,1,1..1.. I( lt45TilrrUID l.nD.. UtUSS ,.,,.,, .......... L USt: DfT,.._ .» CINI.'( F"Olt '5l..AIS ~ QltAD! AND AT '1VtDt. DONOTP\.Aet.lli£~A.OOR ~ t.1111LMtxACf!'izt~L.OCAl'ICNCY-nt£ PIJJilJI:!'. -· 1. PR0\'10t ~ OR 5HlU~ 11) Sl)Pf'tllT 1H£ l;I~ 'atU; M Hr.N-SJoftM( Qll!CIUI IS PlACUI. ~y L!\UJNGI WU~ 5>1ALL 8E 8AOC£D Off. 1Ht 'ifllE1)IX$ Cft SHIWS TI-IAT R£MM,4 IN Pl.Att 5HAU. N0t !!IE DP0StD 1'0 \,tDI' EQUIPMENT PAO NOTES --= ,1~0-.:-~ ............... SC[...,., M~•°'°' SEE SPECS. rQlt J0Nf """"'-'IION OftACK 1/r ...... E'°4 ..,,., ..... M..laP.la(SlffSTJttJCnJll:CSHMll!lfftEPAIIIID A:51N!JtCAl(DAHQINACOClRD,WCtWIIHTHE: "'"""'"""'- ............... 1"5~1n'K~ 2. ~..iolNTRD'AlflOR~ -~ SU9WII' WAfDIW.5 WCJ ~TIOH r'°" R£Y€'# If'!' n« DIGNIJI. CONCRETE CRACK REPAIR ..,,..,., """HOOIIT'5 ..,,. (St[-.«T """'-l """"""'°""'"" su,e ON c;P.AOE. ~ """""'"'"'" '""'""" SO:llll~® EQUIPMENT PAD -.,~~ Cdl: TCU FREE 1-800 227-2600 TWO 'll'IJIIIONO 0-'~ EiD'UI[ 'l'0U Dt0 ---U5( CONl';'ll[lt tWPQ Oli "'1 ~ ~~ CONCRETE ST AIR NOSING ""'°""' r:ial.MLNO.N> t 1/Z" NON-SHRINK atO!lf. Sl.OP( 1:1 {ml') AS 11:COJND f"OR .... """' ....... 101..ff•l'fllliN(i. (51/"l"~Ml,IM) r ""- EQUIPMENT PAD -[NI .... 1""""1l>G< (J/4") • ,. . ,, ~ WIN. 4 Pt.R eASt: l«1. OA1t tbD>'IXJICfll£\l!DG 'SST !IAR l/8'"~1• NO!OltS 0 ,e-o.c.. 2 NIH. POIAHQ.l:(lil,fiJ) TtlEDCil:: ..... , """' I, '5Sf .W::U. ~ &,I« WM EIE ~ 2,. CCWJ /UM. II COITACJ Wlllt ~ .-tll8l'IUllilfO.tS~™' GRATING EDGE SUPPORT ~QUFwe,rTBASI:: T t.llN .-U. olROIJt,l0 , '/'rM0til•$Htl OAOUf, :!il..OPf: Iii (M') .. _,.. "'-""-'NCH· l:a.TS.a:PIPIHC (:it/TLINYJU} 1 vrOJt. f:j~§:.~~f ~~1i;~,tu )(5b-' ~+ =~ =__,=t 5'AB ON CRAOE a..Y, ,.,......,. .... SE£ NOTES® SLAB ON GRADE EQUIPMENT PAD .,,. . ...., flfllT11Willa:~ --- 1/r """""" PROJECT DETAILS STRUCTURAL DETAILS C-3804 CITY OF NEWPORT BEACH S-5218-S IIMfl0',0IQUXBt.!llf"!iDAI.IO •ueuc WOR><S OEPARTME.HT """ 58 <>60 •M~OWC$ CONCRETE PIER PIPE SUPPORT 2r .... WALL f\ANGE DETAIL (ii\ ~--,\::.,I KICKPLAiE HANDRAIL DETAILS 32 © t "'1 H,,NOAAII.S ~ 8( '1X£D UMLSS NOTm -i. .-u. twlORAltS. JCOPlJ,'ft$., • N'PUll'IVW«:£$ $>w.L II( M..IJMfflJW. U.N.O. l. AU.tWIOlt,l,il..$~KIHAOCORl'.Wl0Cwmt.WOV OOOE:UC:U~. 4-PlACCctNTtXOf'HNQW./POSl'NICHORr-F'RQ\I mac or OONCRnC UNL.tSS NOTtD ~ :i,. ~M,ONC ll'AIJ,SSKl(Ll[Sll'IGl(~~ ~ =:-> W/ IO;tff fO MAJt:H lOP RAIi,. (IN l. $TM!: R,Vl,,S .41..0NO WAU.$ Sl-l,\IJ. 8t FASlVl(l) wrrH STNC).tltt) WM.I. e,..,el(fTS Ptlll twa.M.. wm Af &•-o" O.C. W,lOIM,I. £HO OR IJM.$ S>W.L KIM.: "-""'£S, J. PROY1Jc C41('2...)31 KD(PUJ[ 'M-i(:N NOTtl) CH t1MiS. IQCia)L»t W.TUIW. SK1,LL If ~ AS tWOWt.. ~~-~.~';,-~~~~:- lo$ IIIEOUfl:ED AT /illOIIA'f IJl(1"ll'(DI POST, SO: c:,a,«.® 8. PRCMl;X. 2-fYq-rr ROFORICI~ BARS AP,,l,lrCOfT TO MR'I' ~-IN-Pt..Aa: POST $UPf'Olff fl UlHGffl.l0INAl. R0'4FORCMC: OOES MOT PASS ll(TVltDf POST POCt.iJ NCJmotor~SttDCIAl.@~ ._ P11tOW1C 3/~ ~ .IOlfT'S POI t'IICJtY ,0 lHAl fl_ OF KA,NORAR. at .-,r DtP~JQINJS t,1 """"'-"'S. 10. ~f N.L St.WACCS Of ALUWNIU 1KI.T COME ~ OOHTl!ICT WITH STm. • 00lt::RfT[ 'll'lfli MlMHOtJS ~B,IQ PER SPCCF,CATIOHS. HANDRAIL NOTES 2-.J .J/•·~ )~Kl/' Pl.Ar£$ •I 2-1/~• .J/1" m~~•(~ WA$Htlt 1/~111" l/OIP\a 11 ~ Vl'i6'.M. ~ JIIIZ...>El:UlO =S:UP"--"JO~l~NT'--"'ASSEM=ccBl.=Y------~© HANDR>JL SPLICE Atl(P.atll'S HANORAJL DETAILS :-ei~ Coll: TOl.L f'REE 1-800 048.!IBIT 227-2600 TWO ~ OA Y'S OCTOM YOU DIG CD HANDRAILS .,.,.,_ ,.i' --......... -re:;=.~ ' ~RIRDII . .. .. ,, . ,,. < £=~·- , .. . CURB WITH RAILING POST ,,., .. , .. DCSQ:lplCNaf~ vr """"' ~{~ <N' < ... """' """""' SIOt: MOUNT ® ~";'ft~~ ~sf"" "'-" a,. ~•11,r I -" """""·· ....... ''''"""""' ..... -------,© WALL Bl!ACK[T 0 HANDRAIL DETAILS ALTERNATE MACHINERY ANCHOR BOLT ........ N'PAO'tl:oQ&.CKm-llf'!ilM.lt:10 PROJECT DETAILS STRUCTURAL DETAtlS CITY OF NEWPORT BEACH PUBUC WORKS OEPARTMcHT S-5218-S on, 59c,5Q I ------------------.. 0:WHf'2'J(IN$T.AU.tEMPCNWl'r'SUl!ll£JtSa.CPUtd'S) BACK BAY DRIVE SCN.t: r-'40' -----.,.--,------ / / CRAPHIC SCAl..£ t.-.-u--- c111nzr1 I Ill&),• .0 ", OONNC.CJ TOD l'VW SIAJXIN ....... OOMNCCTIOH lrilH -~MM..Jil TO El( ~ lltDWlll.lfATm) ~ POLARIS DRIVE i ~ DIIIMIIIT I I I I I I ..,\ I I \ -M~~ Colli TOU. FRtt 1-800 227-2600 TWO WCfOOl,,IG OA'f'S 8UOR£ YOU 010 1 I I.""""'"""""'""""-19 fl<H,DOGT otM. lrYN.CA.9'2618 ~.~.ffl.601)) , r. sttllNI .. .I.EWiQ ---D}$TlNO~M,l,IN __ .,,.,..,_ --omt,IO:s:tw£1ttt()t«I.IJUW.S --PftOt'OSEO ~ A80'o'I: c:RAOC SCwtR S'rPASS --~ fO,IPOfWn' 9E1.0W Git!« SDOt ...,,~ ♦ TCWPOfWt'I' ~ lltlSUt (9£1.0W TO N!KHf. QfW)f) . .,.,,... ....... _ .,..,..,....., [XJSTt,IO st"W[Jt M,WtOU; W/ T(MPOAAln' SU9Wmsal ~ .L---.--.,...L_ DC WH It t«'f'IIIO..LT08C ..,_,,.m,) I I HARBOR RIDGE DRIVE ~,-.. 40" _,.,_ C-3804 1-+--+----------j--, TEMPORARY CONSTRUCTION BYPASS PUMPING SCHEMATICS SDaCMDQffl 0CilQOIW10AAlh. "' ~ OICtm: ArS OAlt: 10 CITY OF NEWPORT BEACH PUBUC WORKS DEPARTMENT S-5218-S >m60 «60