Loading...
HomeMy WebLinkAboutW_5232_SI CT ... GROUND ... . 36-INCH ll!iSA CONS~➔~M~:::i\ DISTIii CT • ~ISTA!ICT fNGINEEA: tuP' L,{;:;;j • · . DATE: G, _. ;i.. -~ .f" 1 •• GENE WATSON I • ' OF JPO C . , .lll=s=::l,,;..~ ·--- ~ :· --- 1 UTILITIES DEPARTMENT TER DEVELOPMENT PROJECT TER TRANSMISSION ·MAIN UTl I . . SIGN ENGINEER # R.C.lE.S0292· IOI PACtFtCA SUITE 150 IRVINE: tA 92111 8 (714) 753 .. 7333 ' I DATE: I .,. • ~: -.-,-,;·./~.~-~-::~.: .. :t~-~~:~;,i;~)_:·)i ::; . ~ .,, \ .. . .• ' ! ;{ • . . I, .~ ,, ,, ~ :,: 6 I B ~ ~ ~ ~ ! ~ ~ . □ " -~ ,!! ]l ~ 'il • ~:;1 ~ ·:::._. '.:t:""1~ ! . )f.,·-:°,; .'. : .____ ll . {i'.·'.,1 t 8 • , L: ;:-:.r.·, / t:<-. ·'.: ~}d,=i / AIMMS AVf.. rw COLLEGE CITY OF COSTA MESA 1-------l ~ANGE CO. YICTCl'IJA • 18//l"lS MIA !nNON 11£111/DN /IN' VICINITY MAF' lttr TO !CALI • 0 'ti D flO#l/11 ffU flNiMM! FIi/£ HfDflNR ll!Yl/11 Im Viti'l I ffl(tl/11 flOJl 111:WJR 6 lll!Jl#lllllff -x-x-x-FINCC 0 00 ~ TREE SHMJIIIEIW Jlf¥#Jq f'I/IIW.1" lllllmlllU ll/lr/llJ 00/ll{f'fllx:r/ON l'fWlffTY /JIil IIEW ctlllffllllt:T/()/1 • - --t. - --Cl/tfl/WIIE ----s----Sfll'fll lJllf -··--W-rtRE/11 UIIE ---e---•UNE ----&-E-::--"" fltKllll IJlfE -TIEL '-"--JtJ.IMl#l IJNE -TV-~IJ/tf -SP -SMVIQP ltlrlfl llltt: w H,Jil '/18 .1111 Mil* #4 '.ltt.l. ,,_ INlll ST. l,idc,tr_,. •v•o• A,lert Cell: TOLL FREE . J-880 '412·4133 FAIRCROLtlDS CITY OF IRVINE ... U.C.l., ··-----t SHEET IN"X SHEET I 2 J 4 5 6 7 8 9 /0 II 12 DESCRIPTION Tffl..E SHEET GENERN.. I/IJTES.V/C/NfTY IIN'. N/D 'EVIAT/ONS • ' CtJNSTRJJCT/ON N<JrES NID SHE£f ,ES WIJ"ERUNE PLAN & f'ROFILE STA.26144.56 -STA.J6 •OOIJO WIJ"ERUNE PLAN & PROFILE STA.J6 ](}(}IX) -STA.46 •5()/X) WIJ"ERUNE PUN & PROFILE STA.46 50IXJ -STA.5T •OOIJO WRERJJNE PUN & PROFILE STA.5T ]OOIJO -STA.62 • 50IXJ WRERUNE PUN & PROFILE ST A.62150/XJ : ST A. 72 • 50IXJ WATERUNE PUN & PROFILE STA.72 •50/XJ -STA.82 •50IXJ WRERUNE PU/I & PROFILE STA.82 50IXJ -STA.92 •(X)lXJ WRERUNE PUN & PROFILE STA.92 OOI)() -STA.f(X) •(X}lXJ WRERUNE PUN & l'ROF/1.E ST A. f(X) 00/XJ -ST A.l()J • 6Jl5 /\I <"',.------------i.,,-II.&'!-------. Lil ,J 16' WIITERJJNI f'UN & PROFILE STA...., -STA 17•JIJ56 ,., 15 7YP/CN.. RONJNN SE<:r/ON$ 7YP/CN.. TRE/ICH SECT"/ONS L I I i I ' SHEET 16 17 /8 /9 2tJ 21 22 2J 24 25 26 27 211 2/J DESCRIPTION 1/ECTKJN DET N. Pll'EUNE EXTE~KJN DETNIS fLUNEaJS MS 1NR/ON NR It LEASE AND VICIJIJII Vii.YE :EIIBD' DET NJS r N..VE V /1/JLT I'~ SECT"/ON NID DET NLS f VN..VE V/1/JLT stcr/ONS f Ii.YE V/1/JLT DET ZS RIFF'/C CONTROL NIGEi/ENT erH STIIEET • f RAFF'/C CONTROL Rli/GEl/£NT erH STREET • RAFF'/C CONTROL .J,liNIM'l I/ENT erH NID WllfTTIER NE . TRAFFIC CONTROL El/ENT WHffTIER IIIE tRAFF'IC CONTROL .J,liNIM'lEIIENT WHffTIER 11/E rRAFF/C CONTROL NIGEi/ENT 17TH NID /6rH STRE£fS RAFF/C CONTROL li/GEIIENT lffTH STREIT M.C.W.A WATEiJii REUX:AT/ON 'REVIATIQNS /CP ASBESTOS Cl B.C. BEG/II Cl}R{l C.B. CIITCH BASIN CFT W8K: FEIT CONC CONCRETE il CENTERUNE DEF' DEFl£r::TKJN 0.U'. DJ:r/LE IRON 'PE DI DIJCTILE IRON DIA DIAIIETER E El5T ELEC El£r::TR£ E.C. END Cl/NE £.C.R. END Cl/FIB URN EXIST. EX/STIii,; F'.E. FI.MJED END G GAS G.B. GRNJE. BREN< 11#1.El /INERT EIEY KJN 11/N 11/NIWII /1.J. MECHNI/CN.. P.C.C. PE PROP. /(1" RCP s s.c_E.. SD STA ST.LT. ST.STA. TELE V.C.P. w N CNB LT GRND STL no POINT OF COM]1J CtJRVATIJR£ PUIN END PROPOSED Rt;Hr RE:11/FOflCED • IT£ Pll'E SEWERORSlillff,+ • SfJUTffftfN CJIJFi 1A EDISON srOR1,1 DIM/I/ WATER /JI/E Sf • • STREET 1./QHf srR:EET STATKJ/t TELEl'fKJNE VfTRIFIED CIA I' WATER OR WEST ltOl{fH CITY OF NEWFOHT LEFT 8/0/ND STEEL IIESA Cfill/SOUDAT: DIST'RK:T f BEICH D WATER BASED ON AN INVERSE BETWt!EN o.c.E.M.A, G.P .S~-,0 TS 6231 AND 8268 LOCATED AT l'tTH t. ITTIER AND 17TH t. WHITTIER AESPECTIY LY -------~~-....... _ ,&. MCWD STNIOARO WATER CON$TR#JCTION NOTES""\ I. El/8/NEER/116 PLNI CHECKi'fNSl"El:T'!M FEE 111D l'ERfOf/MNICE GtJARNITEE BOND SHNL BE f>ND AND MU:IIFIIH#l!'ERllff IAl'JCDMf'IETEJ) Br THE ll'f'U:Nff I'll/OR TO THE 11'1'1/0f!IL OF TIIE l'LNIS NilJ' /SSI/NfCE OF THE Al'. FEES SH/11.1.. BE IN ICOORl»IICE WITH D/Srfll:T fl/ff £S IND 1)£/'0Sff SCHEINLE. 'i ) 2. D&E/JJl'IIE/tr I/IP/Cr FEES SNtL 8£ ~Ell If THE l1/Sl'lll:f I([ THE TIIIE m"HER Fff:S NIE. OOLLE.t:rEIJ l'RK1II 'Ff} ,,,PflfN/11.. Of f'LNIS OR SE/WICE IIJREE.llllff. WHK:HEVE.fil IS F'rRST. THIS FEE SHN.J. flt IN /ICCOl'IDMCE WITH IJ/ST"RICT" RATES AIID IIE/'OSff SC/lll»JIE. \ J. 5. 6. 7. IJ. 9. KJ. II. 12. ll 15. /6 17 WfltER MNNS WllL BE INSTIUJ!D '"""""'8 TO THE IATEST STNIDNIDS NID 5/>ECIF/CIITIONS OF THE IICIID. CONTfilK:rOA TO HNE, ON THE JOB SffE. ~ COl'Y OF THE 1-lirEST ST NID:11/D Sf'ECIF.t:IJ'/ONS IJ' /11.1.. TIMES, CONrRK:rOR TO Nf61FY DD "'HIMIS l'RfOfl 10 ct/llSTlll/CT/t)// /PHON£, 7/ffSHeil • INSl'Et:rrJN IIEf>/ll('f//1£/HA A CASH .f'ERFOR/INICE 00111/JlltU IIOIM), $Ml. IH HfJ.J> l1N£ YE/Ill #TEii IIIM1s llllr/CE OF rii¥1'1EfKJN TO fllM!Nlf'ff ill'RII" l'fltF'ORM£D fir THI (XJ/ffffN:TOlt. SEf'N!/ITK11/ IIETWEEN SN/tr/I/ft IEWER MIi Vlltfl.R II/I/If$ WI.U. SE MT i'ftJfllZ- 0/ff N.. lilD fVERrCN. A /5'WATER I/NII EASEJ/lilff wit.I.I. IE lftl/N/"fD 1fi T/lll 11/lVD l'Qfl 1111/ftrlNl!NCE f'fJRl>aSES, 5' FOR WATER SBIVIDES rtl l.1&/11 S/IJE OF /NllllltW EltH S/lll OF SEfN/Cfi EASfllfNr lX1C1JIIENrS lillE Tt1 Ii St/lM1fTEIJ 10 THE DIST'NCT' NO LATER THNI JO DllrS AFTER Nf!Tltl OF COlll'lEr/0/f IS F'II.E.b. SEl!V/Cf I.ATERN.S WILL BE Sf:7 TO IIWlt 1K Wlffftlt:FOR PRIOfl TO THE tNsr NJK/ON OF WATER 1/ETEffS "" llf,ffS ll'flf DIis ST 11@11111) Df!Mlll'JS 1,2.&JJ. WATfli IIFJEfl WIIL ,or BE INST AIJEIJ, llllfl Miff TIJRNEI) CN llflTIL THE BIC(F/Jlfl DEVICES l!DlltED 1"1111 1//fE lllllU!IIJB· l'IIIJ /IWl'/UKIN ll'STEIIS HIIIE BEfN /I/Sr IU.£D. TESTED. Al'f>M'EA MD CEM'IFIEIJ. CO#T ltT Wl#T lR Q!Nrr AT 71+-Sf,t,KJJt. f>R!JrECT EKISTINQ IJTll.fft£S IN PJJIJE_ WATER /INNS WIIL HIii£ e'MIII/IMI CIWER TO F/Nl$H B/11#)£. RNSE EXISTING WATER VIIJ/£ i;tNEIIS 10 IRJIIJ€ ll'Eff IIILWIJ ST NlfJ/llflJ M /4! INST"N..L FIRE HrDRNIT l'ER IOI{) $1'/f/lllWfll IJIII 4 OIi 4& 11/SrN..L IIIJJINJFF' PER /ICWD ~lifll>IIID Mflllllll i. BICKl'ILL /ll!llft/N. 111 l'll't: l!)fll W/li /!Ill/It. A Sd IIJIINIII.Eflr OF JO Olt IJRE/l!tR. TffE 11/CKFILL -,,,,E THE f'H'E: :10//£ 111/iL BE f/l/llhCTEO PER IIICWi) Sf II/IIIIIRIJ DRtlllllNfi II. NID BE IN Clllll"Ultfet WW ff t'tll· gr lldJillll) liJNtNHa 813. 19 CHI!' ~ 'II" IN aJftlJ F'ltf TO tlJEllfllr W#Etl !IE!/1/t:E JJICliTDN. ID 2J 22 2l 1#ST NJ. THRUST OR (if!INIJY illS!KS f'lfl M.'ll'D• O/$FW ST Nlf)MD• DWG /IMO Ill. CON'fflK:rOR TO 1/Cl!IFY DE/'TH IWD l/JCIITIDII OF AIL llfltff/£S Mat TO TRENCHING. Cf11ffflK:rOR TO INSTN.J. 1Elil'Ofl,l/ff 1/11'$ FOR TESTINB NIii Cfflilfll#lif/Oli f'fll(Jfl TO txJIINECT"INIJ TO EltfSTINB /INNS. CONrf/K:rOfil 1'0 flrnJRN NJ. lllf1Efl/ML Rilt/lNEO TO 1£11111 Y 111A EXCEf'r IC!', BROKEN OO#CflETE, NID NKNE Sl//1. t."I WATER IIE:rERS NID IIOKES TO 11£ INSrAIL Br IIKMD 1111 l'liD FOR Br t1rHEIIS. .£5 A IIEIIIJCED l'RESSl/llf. l'R/liC/f'a Jlfft/lMY. lfl.i.l M REfWllllJ). OIi .AIL 'NllftR ..... MErERED !iEN/CfS 10 lllf fJJ/IIJIJfl/lMI IJflff #£11 Ml STUlf/D Oil F'Nt OR llflRE UNll"S rJN OHE 11/!TERfD Slffllt:E. lX/lff!Cl 'lfl/Tlfl /IJ/IIJ/"r Ill' 7#f51ffUI. 21J IAAtlATtJN 1/UERS WltL flE(IJff!f A RU/flelfl l'RfSSIH/£ f'fllflCIPIE ISSEMIIIJ', tr IN UIIO$Cll'ED «A WJ TllfESt SM414 Ill 111:lffD IN JteflS EME/f/Elff OR Wfffflll 7 .!f Of litr IIIIIWlll FfCillf'I', t8 A fl£M'ED l'lfEWJRt .""1ltClf'I.L ,,._, 'Wlli IIJt Rlfl!IREIJ li1N METERED rtllltll SfRVW TO NJ..1/ffNfffM Jll'liiDIM\ ta A IXIIBi£ CHE()/( l>Erl!X:fOI! /1$S£111/0 1W. It fllmllltl.D• 0# F//fE LlflE Sfffll/ClS. JO FlltEUNE S£IM)ES 9ML ,m llf "fllfWJ/ M 6!'111. TN& IJ/$T'//l/t:T Ellllftflll1NIJ DEl'Nfrlltlff H/IS RrfC£ffED A .,..,,ft!' F8 1/lll MP, 47R HIS /llffHl/fl/iU !OE/ff, IIE(lJESfl/lfJ IT NtD SiAft!Nll · 1M 1Ni l'6//llllflfl IS ffllll/' FM Tl'/£ FIIIEUNE 1'0 IJE 1URlt!D OIi. Tiff i.B1lft I/IS! Al# "1/1/f NII, Tllf DB F/il. IIJIIIJEII, Sil£ lillJ SflliN. NIJ/116!1 OF ltNIR, /1/fD• M AIII/JllE$S. EMERGENCY TELEPHONE NUMBERS N,ENCf OlfTMIE N/GlffTIME gJ///'/1£flJI CNIFIJRl#A G'8 rlJllf>NIY .... SOIRHllltl CNJl'fJ/f#M EDSJN OOIIPNI( Ml M f'ICJFK: TELE/"H911£ tlMNIY 8 Jlf CfTY OF WfJIH'(1ff1 BEICH MIIJrlES OEl'f J H+:tlJ/1 t»Jl(1'r SNlffArfllt DISr/laS OF (lfllM/fJE <1JIJm ,aa ~~-:-: ... :,. BENCHMAll: o.c.a.M. 1118 S 12 71 U\I. i11i4r7 ltlJJ ...,.,. Q+JIIB «JD-JIHf17 611 Hf-Jf/1 SMN :Naz ,d/!18 .9/95 .·s/95 IN Tffli: MCIR™wat PMt W ~·· --~-fi'I IIIINIIIOWA A-AtlO ll1'M IWilltlt ... • INlf 0, 1fC imllf'M.lNE OF ~ 27 flll tflllllYM., 'Ill ~lhN GIP .ltflJ, IN TI£ 1lJP' Ill' ,_ 80U1l'ffllRI: 1111111 itt • jl ·-SLM, LEVEi.. Wlft4 SllllW&IC. ·512195 DATE /., i ) \ ~ ~ J.A,1., ,/.ltC J.A.L. J.AL. J.AL. J.AL BY .4 & CITY OF COST A MESA GENERAL NOTES /, 2. J. 5. NJ. wofiK NID 11/f[ERJN..S WffHIN THE PIJBUC RIGHT-OF-'IIN SHALL CONF'Olfll TO THE CffY OF COST A MESA ST NIDNIDS. THE CONDfTIONS OF APPWJL A.S APPROIED IN 1995. NID SHNJ. l/£E:r THE N'Pfl(NJL OF THE CffY ENGINEER. NJ. WORK SHN.L BE PERFORM:ED NID A/.L.1/ATERIN..S .SHN.L BE .IN ICCDflDNI« WITH crrr OF COST'A 1/ESA ST NIDNID DRII/IIIGS NID THE ST NIDARD SPECIFICAT/ONS FOR f'fJBUC IIVRKS CONSTRIJCT/ON,(GfiEEN WJOK JaJRRENT EDffll'JN. CONTRICTOR SHN.L FURNISH NfD INST AI.L AI.L SIGNS, l.t;HrS, BII/RK:AIJES.FiJSHJNG ARR<NI BtJARD AND Nlf (ffHER TRAFFIC CONTROL OR 'ININING DEV/CES,11/CUJDJIIG FUG/IEN,A.S IIN ., BE REOl/lRED BY THE CITY ENGINEER. NJ. /TE/IS IIE/ff.lONED SHIU BE IN CONFORMNICE WffH THE CIJRFIENT RE!1/IREJIENTS AS Sl'ECIF'/lD IN THE LATEST EDfTKJ/1 OF THE 'CtJNSTRtJCT"ION Sli'Erf ORDERS.' NID W.ATCJI. FIJUJRE TO lXl SO Will BE CfflD IINDER THE N'PJ.£1BLE SECT"ION OF THE CY&. NID CORfiECTNE COSTS TO THE crrr Will BE CHNIGED- THE COlfTRICTrJR SHN..L PA' FOR THE /1/fflN.. SOIL NID IIA7ERIN..S TESTS DEEMED NECESSNW,DIJE TO THE F'lil1/RE OF THE·/NfTJJ,L · TESTS. /IS DETERMINED BY THE CITY ENGINEER, • /JXRE NID Pf«JrECT" ALL EK/STING IJrlJ.ff/lS IN Pl.ICE, SUBl/ff • I/IJTIFK:ATIOII LETTER AlDNG WffH PI.JIIS TO SOIITHERN CN..IF'ORNIA EDISON, PICIFK: BEU. NID SWTHERN CIJJFORNIA GAS CO/IPAM' f'R/Ofl TO ll'f'RfJIN.. OF PLAN. • IU OONSTN:TION STN<.ING SHNL BE /JO/IE Ill' A J.£ENSED SIJRVErOR NID CEKrlFIED IN WRITING A.S TO U1/E li/D GRNJE PER N'PRWED PLAN SUBIIIT'TED TO THE CITY EIIGINE£R. 7. NO IIORK SH/11.1.. BE lXJNE ON NJ.IICE/ff PROPERTIES OR NJJICENT OWNERS llll'RM:11£/fTS wmmr OIIT lill/lfi WRffTEN PERIIISS/011 Ff/OM THE OWNERS OF THE NJ.JICE/f/' /'ROPE/ff/ES. MD SIJB/lfTT/lfl A COPY THEREOF' TO crrr E/116/NEERING DN/SKJ/1, 8. WORK, ONCE BEGAN, SHN..L BE f'FKJSEct/TED TO CQIIP/EION WIT/Off 1)£LJ/IS SO AS 10 l'ROII/JE I/IN/Ml.Ill INCfJN(ENIENCE TO ADJICENT i'IIOf'tflf1'Y (J(IN£11S NfD THE TRAIE/.M PIJBUC. 9. THE MAJ/IT OF /ISPHN..T BINDER TO BE 11/XED WfTH THE MINERN.. NJSREGli'fE SHIU BE 5.6 PERCEN7 Br DRY WEIGHT. IO. Ii.I. IJNtl!l!GMXJND IIIJJiK SH/11.1.. BE COIIPL£fE PRKJR TO Nit SI/RF ICE IIOl!K IN THE f'IJBIJC RIGHT-<JF.J/t#. IL NO PROCESSED JJISCEWHEWS BA.SE MN BE USED IN WNJ:S NID CUflJ lilD flU/1'ER IN LIEIJ OF CRUSHED NJOREGATE BASE. 12. Nfr /J1T CJ)RN£R OR OCEIIA 8/1./lfJJI/JIIENT,OR TIE DESTROYED OR DISl'LICED SHPI.L. BE R!s:rosEIJ 10 ITS OII///IINN.. l'OS/TKJN ti( A L/SENSED SIJNEfOR. lilt CHINIE IN II/CAT/ON OR EIEl/1/f/()J/ SHN.L llE fllfl(Wl'EIJ 10 THE crrr EIIGINEER NfD OCEIIA Br A IJCENSED /!N/!JIN!ER r:JR LAND SIHIV!YOR ON Wk' x If l'li'ER (ON£ SIDE Ollfl/ SHINIINS /JJCl({/ON AND TIES ON LEVEL f/lJN; IJ. N..L EXIST/Jti DIIJINIIJE. CIXIRSES ON THE PROJECT" IMJST CONT//IIJE TO FIii/CT/{)//,. ESl'ECINY DIJ!IING $/"ORI/ 00//DfTKJNS, AND li'PflfNED />RllrECTNE IIEASIJRES NlfJ TJ!llf'Oll,tf(( DRNNJ/IE PI/OIISIONS MIST Bf IJS£D TO f'fl<JrECT N)J(NN/1111 l'I/Of'ERTIES IX/RING THf /JR~ PIIDJE.CT". IN N..L CJSES. THE COIIT'R!CTOR NIDIOR DE-IEJ.Of'ER SHN.J. BE HEI.D UNJ/£ FOR lilt DNIIIJE DIJE TO OBSTfM:r/ON OF NATIJRJL DIINNIGE PmERNS. IF THE FORE1XllllG CN/llf!IT Bl. COIIT'LIED WffH. A FIJ/JY EXECt//"ED. ll(ff NI/ZED. NID RECORDED ll/ifllEEI/ElfT IICT'IEEN THE AFFECT"ED PNn"IES 'rfflll BE AF'F'Er:rf.A H. Ii.I. H/11/L flOUTES 11/JST 8E APl'fl(N£D Br THE /IN/IGER OF TRMSl'Olfl' HION 5£/fl/CES. 15. THE f'RWECT" SffE SH/>LL BE 1/NlfflJNED IN A 'W£f-lXJl(I/' CONDfTKJN TO THE Dl!SIIEE NECESSN(f TO P!IMlfT EKCESSNE l/UST_ PER/OIJ/CM, SP/WISE lilD I/IIJsr SHN..L BE REIKNED FRO/I THE. J'IIBl/C /lfJHT OF WJ/1 lit SWEEPING CR SPRIN/CUNGi H(NIEVER, WKrlll//t9 TH/IT RE/illLTS IN WO ON PUBLIC STREITS JS lllfr Pl!RllfTTl!D 16 A SVBSTff/JTE FOR (ffHER Cl£MIIIG 11£fHODS. N..L 1/Tfl.lTY TlfENCH BICKFIU. /IATERl!L NID COJIP!CfKJN SH/11.1.. COi/FOii/i TO CCII ST NIDMD II0.8/J. Ii/ORE IJND:ER EXISTING JM/>MNE/lllfT'S ·TIJNNEUI# IS /ll1f N.IDIIEI). NO OPEN EXC/JIIAT/ONS WIU. Bl ltJJNIED rJIEll/1/fHT-BJt:I/F'II.L OR PW£. 17. NJ. !'CC NIIJ IC TO I/IE JfJ/#ED SHNJ. BE SNNCIJT IN A Cl.ENI, STRNBtff 1./Nt. AS !/lf'MNI.D 8( THE crrr ENGINEER. 18. '/6•1J//J..T' l1flMIIISS $HIil. SE SIJBMITTED TO THE C!TY ENGINEERING DN/ff/N I/FIQN fXJMl'/Ef/ON OF IJIPFl(N£1/EN7S AS Stol/N ON THE ' li'PffllED l'LNIS. \ \ :• M "Blllfl.r • AOUEO SH~1"$ 3/lt 52 /fEV/SE ALliiNMENT 111:V/SE f'l/1 -Gllllllb/B ,£_ , I/EV/$£ !'I.II atTY f/1 C8S1'A /11$A &, lfl/ED d Slttlr JO Mil ll!lrtS lliSCllll'!IOI ........ IIEYISletJJ . , . \\: ./~•/!_ ~\·, -. -'_., ':~jM CITY OF NEWPORT BEtCH G£NERM. NOTES /, THE CONSTF#JCT/ON OF' NJ. f'IJBJ.£ /IIPll(J/EJIE//TS SH/11.1.. CX!JIIF'0/111 TO THE RE/ll/REIIENTS OF THf NEW/l'l!JffT flflCH CONSr/lllCT'/1111 STAMNf/1/1, ST AI/D,WJ SPECIN. PR(N/$/ONS,IJES/f;N CRITE/11/A.STAN/HifD DIIMl//fl$ NID THE 'ST NIDNID Sl'lC/F'IC,t/TIONS FOR l'UI/£ a.\'S CONSrflllC1"/SN', S!J/ EDITION AND SUPPLEMENTS. 2. ST ,fflONfNG REFERS TO CENTERUNE OF f'lf'EUNE, 3. EXISTING UNDEFIGIWND IJTIIJTIES IRE. Sfft1WN A.S PER lf/MJ.111/,! RECORDS. THE CONTIIACrOR SH/11.1.. SE 11£$/IQNSJS/.E FOIi VEll/l"f./#11 THf ICTIJN. llx:ll/ON MD EIEVAT/ON IN THE FIEI.D l'IIJIIR TO fflHININI CQNSTIM:f/ON OF THE N/!W 'FICIL/T/ES, 4. CURB Of.TA REFERS TO F'JCE OF aJRB. 5. N_L EXPOSED CONCRETE SIJIIFICES SHIil. CONFOAII IN .GRIIDE,COJml ANO FINISH TO /11.1.. ADJOll/1111 CURBS NID WAI.XS. 6. Ill. UNDERGIWND IMlRK SHN..L BE COJIPL£fED l'IWR TO P!/11111 OF' STREl!r NID DRNEYINS. 7. P/JIIEIIENT SECTIONS SHl'NIN NfE 1111/IWII MD $1/BJffl' TO ~ MIii N'PRCNN.. OF THE CIT'r AS /IIEIIJll'IED /If -rem TN/.EN ll'T'Efl COJIPLET/ON OF /II/Miff (11!""'1/11 B. SEWER,WIJ"EFI AND STORM DIINN UN/!$ D/STNl!J!S SHI/JI#/ IN /WJFI/L MID IN ESTIMATED aJli/TfflES NfE HD/ffZOll1"N.. DISTNICES. IO. II. 12. /J, THE COlfT'RICTOR SHN..L RJ!(JJEST INSPECT/ON FflOII THE f'IJ&IC lll1IIKS DfPARTI/ElfT 411 HOURS IN NJ/NICE OF /IEIIFORIIIJIS AIIY 11111/1,\' Ar 64+ Jl/4 THE f'IJ/1/J: IIOIIKS IJEPNl1'1/HNT INSl'ECl'OR SHNJ. M$O /IE . . N(Jf/FIED AF'Tl;R l'UCEIIE/ff OF FORMS MD l'llml TD f!UCE/1/INT IJF lilt CONCRETE Fr:JR aJRB & GUTTER SO Tff/llT THE FOF/IIS CNI /It: CHEOKED FOR UNE NID GRADE NID COlll'IRNJILIT'f WITH EXISTII/IJ OIJllffl//lJCT'lf!JN. THE WALLS 111D F ICE OF AJ.L EKCA/Arl/lNS IJIIEl!TER THM (I) Fl.ET IN , DEPrH SHIU BE J!FF'ECT"NEIY IIIJNW:D /If A SH111f/N/1 ,rsro, $/111'1/tG OF THE GM/ND OR CJrHE!I .EIIIJI/NENT I/EMS. 711fM»lfS !M f;lfiCIIIATrJNS LESS THNI F'NE f5J FEET' IN DEl"TH SHNJ. IUD /IE //IIINll/illD -N EK N,fJNA7//JN IND/ClfT'ED THAT HAZIRIXIJ$ MflMJND MINMll'f 11111 /JI! EKPECTED. TH! CONTR,ct'OR(SJ SHAU fJ/fTIJN A PERMIT. TO f'Ef!FaR/1. EXCAl""'11 1111 TRENCH MORK AS DESC/IIBEl'I IN /I0. /0 NIJ/'NE FQ CN.:OSH4 /11.1.. STORM DRNN,SEWER NID WIITl!R PIPE SH/11.1.. BE BEOOEO /llR CITY OF NEWPORT BEJCH STD-/06-I. • DIJCT"ll£ IRON PIPE SHNL BE CUSS 52 AND SHALL HAIE Ml 8 IIJL /iJ/191 POf/£fHYLENE ENCASE/IE/ff AS l'ER Sffl"/0/I IJJT-IU. IJF TJIE STliUJMIJ SPECIF'/CIIT/ONS. THfltJST lllx:1/S SHALL BE /Im' MUD ON N..L W/11"£!1 111,/N F'frTIII/IS IN !CCOFIDNICI! WtrH crrr Of NI.Wf'fJffr /Jl!ICII STIHO-I. UlliD$ l!R'HllllUII. SHU/IN ON THE DRMIIIJS 15. WRER MAINS SHN..L f,/A/£ A /IINIIIIJII OF :WIJF r:JNlR F'lftlll «. IS. N..L CONCll£rE SHN..L BE S,0.C-JZJJ(J. 17. SJJ)f'£ AHCH!JflS SHALL II! Pll:NIIJED ON N.L UN!S IN A00!11111 WffH QffY OF IIEWf'(JflT BEICH ST0-~L. 18. THE COlfTRICrOR SHN..L NC1rlFY THE Fl/IE D£P~l/£NT 411 /0/RS IN AlN NI:£ OF SHJTTING OFF NIY FIii£ HfDJINR'S lfT' 6#-llil5. 19. THE f'/IIE DEl'~IIENT SH/11.1.. BE Nurlf'IED .,, Hl!IJIIS II( Al!lllilCE OF' /11.1.. I.NIE ClmillflES. NL FWJGED l'IPE ,XJJNTS SHN.L /IE .»IIIED IITIUZ/lfl TY/IE II$ ST NNLESS STEEL IIJTS, WASHERS /IND Hl!K-HIAS DJ'S. #IBrrS SHN..L BE FIJll•FN:ED.Cll1/'H R!ll/1'MCtD /IIJI/H /IIIJl8Efl. 21. FLEK 111D TRNISfl"/OII CIWf!UI/IIS IJIED ~ JIIIM f'll'f Ill Wilf'ER /INN COl/srflUCTION SHNL HNE NJ. THRlNIEO Nffl"S IND .1/1111111/1 HIRDNNIE F NJRt:l(l"ED f'F/0/I TY/I£ Jli ST MNI.ESS STllL. f'lf'E HMll£SS ASSEIIIU!S. VAINE Jll(J Ffl'1'/IIIJ REST/WNf'S NID SHN:KI.E-cJAP ASSEIIIILIES SHNJ. /IE Ml6.l'J IRIJ.llllt/J 7Yl'E l/6 STNNIESS !/TEEL NicTllft£,tp ~Mll'S.1114TS Nil WMHERS-CLAIIPS. • SHICKLES MID CJrHEfl H~ • 1111 ,r CltflMI $'/'ff£ OR • atcr/1.E • 1RON • WHERE MROMl/f1E,I/IJT Ill/ST /JE COATf.'O 1.11£111MJY WITH (X)RFKJSKJN · PIIWECT~IIM'TCCIMtJJ~ • 22. f111J"ED OOltNEcr(JflS F',aR/C~TED F///OII TYi'£ IJ5 $T'NNl.£SS STEEL SHNi. HAil THJIEADED f'Atrf'S COATED /JtERN.JY W(J'H NI APNO,ED NITrSE/ZE CO/ll'WND. 2J. NL 11111l.TED NII) THFl/!NJED Filll'E/1£/111 $HM,L 11£ 1/NIIJFNJTIIREliJ IN THE. UNITED SfATES OF 411&1WA"1ND INNJ. 1/J/JNNRM Te THE fl/JIIIIJII R£fJIJl/4ElllNl'S /fO!I STll(1lllrl(,.IMJ'llff"-·~ lrllJ) 0/flENSION AS EST AIIJS/l/£D 1ft' THE ~ NII THE Ml$/~--.11,L F 4'ft'lllRS $HNJ. $£ N!l#I/IPMIIED W ~ 9/Felll'DII FIW T1/I. IIMNl'ICT'IJREfl gf'lf1JNII CIWf'UMICE WINI Tllf N'f'ROPRJ/f1E Sl'/lCIFICli'f/ONS. N..L 1/ECHNICN. ,XJ/lff F'!TTINIIS SHN.J. HIVE RET NNER 0UNDS. • REACH 1 -36-INCH WATER TRANSMISSLQN • MAI GENERAL. NO{&S,VlCINITY. MAPS, •· . Al!)B8$~1Al~ONS • • , . ,-' . ' I ii I ': • , j ll, l , I I I , I I. j 111 ------------..........,_ 0--FIEI/Oll EX/Sri/IQ J(1 BUND FUNGE MD 4' BIDIHJFF '6SEMB£(. CONNEt::r TO EXISTING J(1 D.I.P. ©-JI! X J(111Jr:rll£ IRON ECCE/ITRK: REOOCER /F.E.x F.EJ ~Jl!CUSS !J/l W<:TIIE IRON PIPE &~ ©--Jl!/11,J.x ll.ilJ9tlW<:TllE /ROIi ELIJlJII ©--Jl!IF'.l.x F.EJ22 112/lJr:rllE IIIOII EI.WJ# ©--Jf/CI.A$$ !J/l W<:TIIE IRON, /.EN/1rH • f-11 ©--f' Cl.AS$ 125. C>Sr IRON CN' fTHDJ ©-f/£1/tNE EXISTII/Q J(1 SUND· Fl.Al/GE MD CONNECT TO EX/STIii(; J(1 D.iP. ®-:: x ~5' RE/l/CING FLANGE WffH 4' JB'{ll,J x IIJJ4e'lH!TI/.E IRON ELFXJII ctJNST'/111/CT' CONCRETE THRIJST ,JJIIJCK PER crrr OF N!Wf'Ollff' BE.ICH STD-5,0.1.,·A. l/6tJMVII B£NIING NI/EA •111 SF & ©--COl/8f'RIJCT' CO/ICFl£T'E THRIJST BIIJCK PER crrr OF //lWf'O/ff' IJllCH STD-5/<H.·A. IIINIMVII BEJIi/NG AREA • f4 SF ®=_ Je 11.J. fl£T NNER GUIID &WE). ©--Jfl 1/1/Jf!f/U IRON 1/,J. CN' ®--f' x ,f x If' CDNCRCT'l PNJ WffH fl' x fl, WU x Wl?.9 WEIJJIII WIN: F 111M MINFOIIC/1/Q ©-JI! X Je X ,, D.I. TE£ rt1.J.x 11.J.K F.EJ WffH REST",RNNED ED ©-f' D.I.P. CUSS 52 /P.E.x P.EJWffH 11.J. RETNNER GUIID ®-f' 1111.S RESIUE/IT WEDGE GNE VN..VE WffH HM(li(HEEL OPERATOII.CUSS l60.IF£.x F£J ©--ti D.t. SU EIJ/0/f IF.E.x F.EJ ®--f' 1111.S,RlSIL/£/IT WEIXJE GATE VALVE WffH 2' OPERNING MIT. cuss l!KJ rF.E.x M.JJ ®-f' C(Jl/lllll(fXJN Nii RELEASE NIP VICWI/ VALVE WffH ,a 16 Fl.Al/Ill$. N'CO Jl()fJ£L 1'JC OR E.OON. • @r-"2'1 SCHll/111:£ 40 STEEL VE/ITlD PIPE WIER, WELD ¼' • PIAE T6 TOP. Pfl(HJDE FWR ANCHOR 11/GS N /1lTTOII. Hllf I/If' QNJl,1/1/ZE ,n'E.R FNJRK:IJ'/fJ/1, PN/IT IN$JDE IND WTS/fJC WffH TM) CIJliTS OF 'BWE-611155' ENIMEL PNflf ®-¼· ' srw ROD HAND/.£, FIL/.ET WELD TO TOP OF WIER PIAl @--llf'D.l,l'.CUSS !J/l lR.T.x R.TJ J,I x JIIIII.J.X 11.JJ IJIIC/'11.£ lflON ECCE/ITRK: RE/JIJCER & ~•,~-:.:.•_e._,,t_P._wss_"-M_SML __ tP..._.1 ..... x ____ P._EJ_. IA Jt11/00TFJ STEEL CfNPIJNI ®--PIP£ ""'°"' Pffl l'JC/'JIL @ ©-II x 1111'1/lCJSr CDID/£TE VN.VE Vl41LT ' ®--J(1 x J(1 x Jfl ait:1'1/.E IRON TEE IF.E..x F.E.x F.EJ @)--Jtl 'D.LI', CUSS 5J IF,E.x l'.EJ ®---JI/CUI$ e 111/TTERF/Y VNYE WI HNIDIIHEEL (F.E.x F.EJ • JI r M SIJH ID 9fl ELD (SOC x S<Y:I .,_UT' fXJIICflErl THf«Jsr'tl}IX:K PER C~ ae 8TH!f>,/.-A IIIN/IIUII IENIIIIG AREA • -481 s"f ,v;;nnm, ) ~ It M. fl:Hll!IIJIL "'-Vlltr/lADN l'lf'E ®--/11/WII/IID MICHAIi/Cit QUJIDS 'UNKSEN.' fTYP/CN.. N AU. ,.,,,, l'IN6rf/ATIOl/$1 . ®--\!AU, .,,,.fl ST'ElL UIJDER PER crrr OF NEWPOHr ••ffl>fll-L ®--,,., 11 rEI' /ff.ClSQII 5'J/IP WffH C.I.OIIIJ'E AND FRAIi£ ,:w.i--.iw,,,,,_, • @-Wt1MllllllfJt:K ®--..,,._ l8IIWllY STNI #HID/IN. /lfltJIJJCTS _,L .»fl M lalAL ®--1''1t/1'11/U: fXMIIJII& grflL 44 QR mJN. @--ii' ~II llfJt:K l'll'll.JIIE fWllfJlff/111 @----• JO "'1'£ .BETJIIINB <XJlll'ACTED to SOX /llfl;lllfjf-•111,rr @-1/IIJll DIJltNENT JO l'tf'C ZONE. IJICKFIJJ. COIIPli':rED TO 1ft llfWflE Dl/iSrrY 'l . .. CONpTRUCTION NPT£S NAT/IIE MNERl/lFRE£ FROM DEBRIS! AND ROCKS OIER B' I IN TH£/R LARI.$ DIMENSION, crJIIPN:fED TO 90X R£LA1j/llE D£NSrrt FOR WITHIN TH£ crrr ' F NEWPORT B£1CH I 1 RELIJ'NE DENS/(r NN/IIE MNERII/J.FR£E FROM DEBRIS AND ROCKS OIER B' IN T H£/R LARI.E$T DII/ENSXJ/1, crJIIP~D TO 95X I I i49l--OPTIONAL TR£NC'/-I SIJ3P£, 1../iYED BilCK TO h/HORIZONTN.. p TO VERTK:N. DIME/IS/ON, OR FUJTER I R£00/RED FOR I SAFE TR£NCH f'CESS i . b__ . I p-2U(IUSS 2 IGG(IEGATE BASE ROAD fROM STA2J,,,4,4.56 I TO STA46<T7JJO I • I NATNE IINERIJ¥. SCARIFIED AND COl/ffN:rED TO 95X RELIJ'NE DENSf I TR£NCH R£5lJR{ilCING P£R crrr OF 'PORT BEICH STD-/05-L I J• 0 1/ICHINE lfOLTS 13 RE(ID/ ' 54 BUCK IETT£Rl'f ~ 16 G.tGE STEEL • WE PN/ITED OSHA YELJ.1Jil_ 56 STEEL CHANNEL POST PN/ITED OSHA ELJ.1Jil CLASS 561JC-CONCRETE 58 f' D.I. 9(l E/.JKNI :111.J.x M.JJ WffH RESl'll!,NNED ENDS @--4'C(ASS 52. D.1-r-lP.E.x F.EJWfTH M .. REJ'NNER GLANO VNJ/E BJX ANDiWIER PER Crrt OF 'EWPORT BEICH STl>-511-l j ' 61 4' D.I. THI'/£}[)£~ PIPE CLASS 125 4' Cl.ASS 125, CAfT IRON 9(l El.I/OIi (T x THDJ I ½' 0 HOIES • fO.C. TWO R<NIS IIJCKING HASP I J'-<J x 1!-11 000~ WffH HEM /l/TY E:L HINGES (3 Ill I 66 fl! x 2' i/4' N,G4, .l' WIDE (4 REO'DJ 6l ½' SHIM II 12' o.p. 81 ' j• x 5' 316 ST ~NLESS STEEL BOLT 14 R£(IDJ I J6'CLASS 52. D./.P.!R.T.x P.EJWffH N TEE ! ,J. RETNN£R GLAN /fl! Cl.ASS 52. /IE IRON PIPE PER CITY OF NaYPOf/J BEJCH STD-/06, , fl(MJ x MJJSDU SIEEYE fl /l/CT/1.£ IRON 45' E:J..E/(J/i WIRESTRN, D ENDS /MJ x 1 fl! PVC SCH. IKI El.I/OIi /S<Y: x S<Y:J fl! PVC TRIJE UN BALL VNYE ' fl! M TRIJE UNfN BALL CHECK ~ , GAIJIANIZED ST~EL PIPE Slll'F'ORT, /Jllk-RCIT P/(}(X} OR t f(JJN_ , I fl! PVC SCH. IKI ~ENT WELD PIPE I HIJJRIIIE SOIJJT/ONI Z PVC SCH. SO ~lJN IS<Y: X sa:! 2 lfi• x ¼' wAU! STEEL PIP£ t:XJT/.Ef, US/ON BJNDED EPOXY UNED I J(1 x f• WAU. F~ION EKJNDED EPOXY D ST£EL PIPE SPOOL /F.E.x F.fJ CH/DR/NE so+ DIFFUSER PIPE 2. ½' STEEL B<JfiD FUIIIJE I r~L-fl! PIPE CU/IP, 4NISTRCIT Pl/ 17 OR E~N. . I I llflll--FLN PLNE COrNECTOR, IJN!SrRCIT Pt/OR EaJN. POST BASE, IJN~l!t/T P2flf2A OR COON. ,. II 3/6 STNN(fSS STEEL EXPANS I BOLT lioll-SHRINK G+ JO' D.I.P. CLASS ~ SP(l)L /F,E.x SI-W RED/ JO' 0./.P. CLASS ~ SP(l)L ISJallllE, x /IJ crJNCRETE T ~ Bl.IX/( PER CITY 1/EWl"ORr BEN: STD-5,0.L-B. BE. ING NlEA DIIIENS IS l'Ol.tlMSt TH-3'-e', H-IO'-<J; 111-<1 6' Cl.ASS B . E CO/.J.NI, fl! TQI' OF A. C. PA/EI/Ellr I ¾° CE/JENTjNI COIJ'INIJ 2 • fl! PVC SCH CAPS EX/S1111G fl' E:RFIY VN.VE TO BE IIINED 6' /JUND FUJIGE IS x ~ STEEL /l/CIIIG (flJl'IJIIG IC.C .x D.IJ ©-.RE/IIJIE EXISTING If' x IZ RECAJC/NG COIJPUI/G ®--WELDED ST NNIESS STEEL HEX NUr TO 2' PIPE ffl'I'! @---PIPE SUPPORT ASSEIIBIY PER crrr OF REWl'Of(r BEl&H ST~LrrYPJ @-½' THK:K /IORTNI El"OXY PNJ rTYPI @-2' Sf NNIESS STEEL PIPE. ONE END BEVEL TO IIATCH SADDLE flNJ/US (TY/'J @-8' x 12', SfNN!ESS STEEi. Tl!N'FK: /!NED ICCESS HATCH WffH Sl'ftl#G ASSISTED IJPEII/N6 /IECHMISII @--J' x 3', SfNNLESS SfEf.t. Tfl/lFFIC RHED tlOCESS HATCH WffH SPRING ASSISTED OPENING IIECl1NtlSIII @---IB'CUSS 52. D.l,/'. l'EI! CffY OF NEWPORT BE/ICH STD-IOrl. /06 18' x 16' x 18' JM:rl/E. iROII TEE IF.E.x F.E.K F.EJ @-= IB'CUSS f!iO fllJTTERFCI VNJIE /M,J.x 11.JJ WffH 'l'AtVE lll>X AND EXTENSION /'£fl -Crrt OF -IIEWl'Offr BE/CH s,r/>,S,H. / ~......_ __ _,,,,_ ______ ~_,..__..,~__,, @-C01':RETE THIIUS'r BIJX:I!. PER CffY OF NElflf'(lfff ilflC/1 SfD-SfJ-1.·A @-18' /M:rlLE IRON 8<JHD FLNtfJE @--_/ffflJCT11£ IRON ,f5'£/JIIJI( WffH Rf.ST/INNED ENOS 11/.J.x 11,JJ @--18' /JJcr/1£ IRON tt II~ El.BUii WffH /!EsrRNNED• ENOS <11.J.x l'.EJ @-/ffCUSS 52 D.I.P. $/'OOL Wff/1 RESTRNNED £/IDS 11".l.x P;EJ @--/ff x Ill x fl' IJIIC'fllE lflDN TEE WffH RESTRNI/ED ENDS <11.J.x 11.J.x F.EJ @--fJ'C/Jt$$ f!iO 11/JTTERFIX VNJIE (11,J.x F.EJ Wlrll/ V.vl llf»I AND EXTENSION PEI! ctrr OF llfJIMfiff IJE/ICH STB•~n•L @--fl /JICTll.f. lflOII M,J, CN' @--flWSS 52 D.LP. l'ER CITY OF IIEWl'Ofiff IEICH STD-/tJS,L @-INST ALL OOIICRETE ANCIOR BIDCK PER Cll'Y OF ffEWf'r/M BE/CH STD-5/0-/.-0. L• If> W-fl{I @--CUT AND lf£11/NE M.C.IKD. EK/ST/RG Ir /Cl' WAT£ft/Jlf£ FRO/I EXISTING II!.' FE TEE @--INSTALL 11!11T K l/!11T K fl'FE 0.1. TEE.flD.LIFE~l )Sl'f/Dt. fl/F£4r JltESltlElff WEIIIE GATE VNJfE wtrH fil01I NII m'ER. D.L I l'Exf'E J SPOOL. flEfXJNIIECT EXIST/ltfJ F/Rf lt/fMMF, SZE 11.C.W.D. srNIDARIJ fJRll/ll#IJ$ ~ NID II. fl.f.fXJIISTRIJCr EXIST/Nil CURB AND GIRTER AND SIDEifflt/l. /16 Rl/OJ/11£11 1'£11 crrr OF N£1flf'OKt 11£/ICH srr,s IIO-I.. NID IIJ!,L @--MCONSr/llJCr £K/sr/NG CIJRB NID WIT£/! AND SIO!lMIK .PER CrTY OF /XlsrA IIESA ST.WDMIJ DRIINING NITS 3111 AND 411 @-JICK IN Pl.ICE lf/0 t.F. 54' x ~• W/ILL S,EEL CIIS/11/J !'£fl CfTY OF NEWPORr BEflCH STl>!i&L ®-FUflll/SH NtD INSTALL J/1111.J.x 11.JJ Ill!. II~ INl:TIJ.E IJIIOII EJ./Rfl ©--f»mff/JC'f COl(Cl!ErE THIIWT II/JC/!. l'£R Cln' <IF #fWMI' BEICH S,/Hil'X-A IIIHIWII BENtl/lf1 /IIIEA • t.,f SF ®-J(I X J/1 K J/1 W!:T/1£ I/ION TE£ 111,J,K M.J.K 11.JJ @--J(1CU$$ 52 wr:Tll.E IRON PIPf: @-Off EK!STIIIG fl CUSS 52 IJJP. AND flEI/IINE AS Sf/O#N' @----I' THK:K srNIN.Ess srEEL sNJD/£ @-JI/ iF.E.x 11.JJ ll»Pl'Ofl @--Ir PVC SCH «J 'fllff PIPE @--Ir PVC VEllr !frlCK,NfllfJRC/ISr f>lfDWCrS /,lQ 11/JllfL lfXXJl!lOIJ Oft ll"l'RINED EIMIN.. Vl!lff ff'/CK SN/A JI£ IIIOLTED TO THE a»K:RErf PAD WffH TYf'E JIS !1f NMISS STEEL lltll.TS @--Ill x 16' x /fl! llllflrlt.E J/ION TEE <F.E.x F',E,K F.E~ @---/fl!CJ.JSS l90 11/JTTEltFU VNYE WITH VNJIE .IIJAI 1#111 .EJ<TE//S(J/1 !'£ff CITY OF NEWPORr /JEICH STIY.il 'f-L @--/fl!CJ.JSS 52 l/llCT/1.£ llll'J/I I'll'£ <f.E.x P.EJ @-/fl! IIECHl#t:N.. JO/lff SOUIJ SIEEVE @--J/1/FE..x FE.JWCTII.F: /ftON Sl'OOl. @--/fl!(IIJ 1t IIJI 11/4' tlJ1tJII ®--Ir X f'IFE.x F£Jf00£t1111/C /IJ!:J/IJCEfl @--/11(11#.K 11.JJJ/S'tNr:rl/£ lfftlN fl/Ill( @--Bx /fl!fll.J..x 11.JJflJCN/E J/ION f!X1;i£NT/tt: IIIJMICffl ®-ctl/CRCTE IICHfllll. lllfO( !'£fl CHY OF IIEWl'01ff'" •• STir5flH.'D <Fir-II!' x 6' lH!T'IIE IRON !F.E.x F.EJ ECCE/ITRK: REDIJCER. @---B' IF.E.x M.JJ NJA!'TER. @--B' IJJCTJI.E ll'IJN (11.J.x 11.JJ /Kl EIJJ(NI. @-fl CUSS 52 txJr:ru.E lflON PIPE PER 11.C.W.D. STD lNfG 18 @-f' CRl8H POST @-MARKEii S/6N ®-RE//IWl. CONFLK:T'ING PORTIONS OF EXISTING /2'CAST /ROIi WIJ'ERIJ//E AS fll.QIJIRED FOIi CONSTlifJr:r/ON, PJJJQ CUT £/IDS WfTH CONCRETE. @--Jf1 (F.E.x M,JJ NJAl'TER -~ 4' II • 5'-6' I.DNG STD STEEL PIPE PNNT CHESAPEAKE E//JY BWE @---ROJIID (NER CONCl!Fr E TO FOR/I CN' . ©--/1811/{X)NED If' STEEL CONCRETE <:(UNDER PIPE TO BE FIEIIOIED @--36'(FE.;X f,EJ-,S '/l/CTIIE. IRON EI.B(Jlf @--12' BUND FLANGE ,U--CONCRETE COll.NI ~-....,,.___,.._.~------4 __ , -FOR ll'OIIK WffHIN THE crrr OF COST A 1/ESA BICKFILL WffH CLASS ICXJ-E-«J SMD CEMENT SIJJRRY @-RE//IWE EX/Sf/NII 12' A.C.I'. MD IK!EI..IKM .NID TIIR/JST BI.DCK.JJllf 12'11.C.W.D.WlifERLINE WfTfl 12'/K!D.I. I lffl((Jf I £IBM MD Ill! PVCxlC COUPUNG NJAPTOR lif NElillfST COJ.1.A/1 @---COIWT!Nfff CONCRETE THRIJST 81.DCK PEif IIESA CONSOlJ- MED WilfER DISTl!t:T ST NIDARD Dl!IININB 12.11/NIWM 8£1111116 /IMA • 3f S.F. ~ lf'WD.1.rlffX'IT /ELI/OW @--fiJCKFUJ. Wff/1 CUSS K»E-/00 SNID CEA/ENT SIJJRR'f @---/fl! ll¼'D./.(/ff JI/Ir /Ea(!(( @-If' FEJllllr lllll'LJIIB ,tD!/'TOR \ @--lXJftTING 11,C.W.D. IC PIPE SHAI.L BE Rl.PUC£D WffH CL/50 Al-WA ' ~ f'VC 1'11'£ /WHIT El OF T Hl SNIE DINIF:1' Efl ,;s EX/Sf/NG JC I'll'£. LltlffS SHIILL 8E TO T/'IE NENIEST JJI/IT ON EICH SIDE OF TRENCH. CWPJJNB ,fJ),fl'T(}l!S FWJI/ JC TO l'VC SHNJ. BE SIIIT'H-BUIII mu 4/IWIT'/1 STIIINLES$ STEEL MITS AND BOLTS AS 1'£11 11,C,W,D. STl!lfD#ID Sl'ECJf/Cl(fJONS SEr:TKJN 7D9. CfHR/fK:rOR TO &,; 11/J. N(ffJFICl(fJOIIS FOR SM bl1NNS AND fllST'RK:T' TO !'MN/DE SHff txlt/N TJ/JS.11.C,W.D. WILL MAKE THE SIM' IJOWNS FOIi THE (:(JNT/flCTOFI. @-fltMWE EXIST/NI AND /1/lCONSTFIUC'f CROSS 111/TTER /D Sl'INTJflEL f'ER crrr OF ct1SrA MESA STD.Dli(J No.415 @--INSTAU Ill! PVC Cl.200. C-§IOO A/MA IWHffEJ . / @--CD/1$/'/M:r Wi'IE£/£HAIR flNil' PER CITY OF cottr A IIESA STD • l,ll.416 •• A$ • /IIJ/L. T " !evs:5 J.A.L. l,lf)0£0 SHEETS JJ a 32 i Mn B'r • ll£SCll!l'TIIIN APl"lJ ll'tlSHN ')j,o. DES1GN€D DRAWN J, L~ ~ .PAT~SQN & & KEY NOTES 0--EXISTING 2.-rVN.VE STRi/CT1JRE PER THE GROJNDWRER DNEJIJf'IIE/IT PRfJJEt::r JO' WIJ'ER MAIN REJ.reNKJN SANT' A NIA RNER CO/IPIEX WIDENING PLANS.CONTR/Cr l,ll.C-2S55A 0--EXIST"/1/G crrr OF NEWPOffT BE/CH 21>-f()(JT WRERJJNE EASEMEIIT 0--CO/ITRICTOR SHALL VERIFY THE DEPTH AND J.reAT/ON OF EXISTING FJC/1.fflES PRKJR TO CONSTRUCTION.CONTRN:rOR TO ll(ff/FY crrr IF DESCREPENCJES Nl/SE. 0--NORTHERJY PROPERTY UNE WT 'II' BANNING Tl!!Cr. 0--f WIDE STR/P,Crrt OF NEWPORT BEilCH. 0-EXISTING 36' R£.P.S'TORM DRNN PROTEt::r IN PLICE 0--EXISTING A.C. PNEIIENT. Rfll(NE NtD REl"LICE AS RE(I.JIRED PER crrr OF NEWPORT BEilCH STD-KJ5-L 0--PROPOSED IB'WlifERJJNE SEE SHEEJ' IJ 0--EXISTING 14'CONCREJ'E <YUIIDER PIPE 0---EXISTING 14'8/ffTERFIY VALVE· 0--BICKFIU.. SHALL BE PER ST NIDARD SPECIFICATION !i£r:TION J/Jli-/./J EXCEPT THN R£WNE COIIP!Cr/ON SHALL BE AS SH<1ifN 0--WHEN THE JIM/WI/ TRENCH WIUTH IS EXCEEDED. THE CONTRilCTGR SHNJ. SIJBllfT FOR !PPRIJOJ,. DI/MIN/IS WffH SIJBST ANT'lfflNG ENGINEERING CALCUL/ff/ONS FOR THOSE. IDDIFICAT/ONS OF l'll'E. STREN(lfH AND/OR BEODING WHICH WIJJ. l'RUVID£ NI Ill-PUCE F ICTOR OF SAFEJ'Y EOONN.ENT TO THIJ' P/11111/DED IN THE CONTRICT 0---BEDDING SHN..L BE PER ST ANDNID SPECIFK:l(fKJN SECTKJN .J06-12J 0-EX/ST/1/G JO' D.LP. 0--PROPOSED FINISHED GRA/JE 0--CUT EXISTING 12' D.I.P. il6 REOOIRED 0--EXISTING 12'C.f.P. 0--EX/STII/G J(1 /'1JC1'/LE IRON WATER UNE l'E.R CITY OF NElfl"(JM IIEICH PIJIIJ.K: Mll!KS DEl'IRTIIENT PLAN ENTfflED 'IJNMJIKIIIWND 1/rl/JTY 1!£1.reATION FOR THE VTIIPIES YJfll) EXPANSION, PHASE I, 00/fffl,ICf' NQ.C-2B'f9 DR"ED DECEMBER 1/J/J/ 0--EXIST/1/G 12' WNERUNE TO BE REJ.reATED NID I/I'S/ZED TO Ill'. SE.E • SHEET 1' §--PROPOSED J(1 STEEL PIPE PER Crrt OF N£Wl'Olff BEK:H I/Tl/JI'( DEPNITMENT PUi/5 EllrfftED 'QROONI/NIR"ER DEVEtJJl'/IEltr PROJECT I/Tl/PIES Y NlD EXPANSION. PHASE 2. IITH STREET l'U/,/1' STl(fKJN,CONTRN:r c-29SH1 §--PROPOSED l'IJIII' STI.TlllN l'ER CITY OF NEWl'IJRT BEIDII IRJUr'f • • DEPNITMENT PUH$ ENTfftED 'IJIIOONI/NIATEI! DEVElm'IIENT MOJICT 1/Tll.ff/ES YARD EXPANSION, PHASE 2. lllrH STREET /1/JIIP STATION, CONTR.ICT C-nsl-8' @--EXISTING B' DUCTILE IRON PIPE §--PROPOSED GR,1/J/NG (Sf urHERS! • §--2 • fl! l'VC SCH IIO CHJJJRIIIE SOU/1'/0N f'/PES l"ER THE CITY OF I/IJNIIOfrr BEICH 1/TIIPY DEPNrT'IIENT l'LANS ENTffl.ED 'fll'lf!JIJNfllMTER DE'IEI.DPJIENT PROJE<:r 1/TIJ.IT/£S YNID EXl'NISKJN, l'HME tS'H STREET /I/JIii' STIITION, COIITRJCT C-111111# @-FOR VN.VE VII/LT Fl.fJDII, E/.E'lll'IJIIS SEE /1£TNL -~ ~ J6' W::I' STC/111 DflN/1 PER crrr OF NIJIIIMlfr /JEIIJN IJ'f'IJJW flllNll(fW,tf PUJ/5 Eltrff/.ED 'GROONl!NII/TER /Jl!Vl/;/ll'IMlff' fl!ll(JJl(!r. flHIM t INTER/II I/ASS /IIINJ/NQ NID mRII fJR,1/J/ RE/JJCAM/1 l'lltfJd«r CO/IT'fl,ICT C-IJ119 [!]--P/IIOl'OSED f/CTAINING WALL (Ill' (ll'HEIISI ~ EXISTING ANCJIJR IJU3CI( ~ EXISTING CONCRUE VALVE VII/LT ~ EXISTING 24' 0.LP. 0--EXISTING 24' x JO' ECCENTRK: IIEIV:l!R ~ EXISTING /INIRK:NJE RElltNE ANIJ REl'LICE AS /tiflJIRf.D l'6R CONSTrwcrlON JJ CITY I/IOIJNDRI' /!EU/CATE AI.C.W.D. EXISTING l~W#E/IIIJIIE SEE SHED' JO EXISTING WR/I NID GUTTER U/1/TS OF COJSr N. COIIIIISmN REffl/RI/TlllN Nf£4 ARE.ii$ • . TO BE PIIIJTE<:r!D Ill f"UCE 0-EXISTING CROSS IIQTTEI! ~ EXIS1111G 4' G>4S ll'fltlrEcr Ill PUCCI ~ EXr51/NG TELll'II.INE VNJLT, (MIJT'ffl" Ill l'IKIEJ §-CITY TQ REU//Clrl't srMIIII!. I/NI Nm M¥tHff##IDES lllfllllM l'O CONT~ BIIINII/II OflNITl//lfJmlii 0-Elll&TIIIG CHNII 1,J/11/ l'f/lfJC. CIJK1'RCM $HM/. Jllfll/JNt: MID /lfl'Ul//l ill Rl!IIIJNB fOII COI/ST11/Je1'1{111. & ([1~4,2i1 ::~Ell;l&T~IN/J~lr~V;NM~£i$ ::....:....:.:.:____:~---- & ~ rxr,,-1111 tlR£ HrtJRNl'f lfftlt/llJ' ,.,~ 11,c.w.1,,rNHINfD DRM/1/$ 4 , ' REf\Ci~ 1 -1s~11cH C-30O4-J: WATER TRANSMi' • 1:0,N ·HA· ·N CONS"flllUCTION NOIJ'ES IIM:l !lHIET ■-• CITY OF NEWIPOFIT llliCM ijfflJTJIS .NllltlliJ!MINf / ! i / I ~ ,, z > I 'I ·1· '' -. ii-· ill, '' :I' I' 'I '' .. ~ :i: D r D • ~ n ~ Ii! " ~ ! m i ~ ~ z D I C z ~ 0 ~ • • ,, ii □ ' ~ ~ ii t z JTI n ,.. C l ~ z > Ii t J I ;1i. l I I .. ii ,; z :i: 0 r 0 ·1·.' ~ " 0 ; ·, el ,, ,, . !!I 0 ·. ,. ! :I i 0 " ·111 • :. '~ ~ ~ ~ z "' ,. n i ,. C ii el ,, ~ 1 ! 11 I 11 ' Ii ,: 111 _,. \, I ' ,·~ '· ., .~ ,>I '·-·~---.·_,_··.·. ' ,, ~ ·-,-·, -., . .. ~ :i: ~ 0 r 0 ,, n 8 0 w ,, ,, □ i m ,, I-' ,. ~ z ~ z Iii • -' :u ~ ~ . ~ ~ -~ ,-1; .lf-.11-~ § ~- ~ ii:::: 0 ::.r - 0 c::I =:::::r SCALE IN FEET I lnoh • 40 ft. - 26+00 80 I 27+00 28+00 r71_ EXlst::U[G 24' VALVE s-RUCTURE PER THE ~ GROUN· --DEVE/.tJ 0 MENT PROJECT 3(1 WATER MAfNRELIJCAT, IN SANTA ANA RNER COMPLEX WIDENING P/.J N. CONTRACT NO. C-2D55A 0--EXISTING CITY OF N_.. .iffr BEACH 2.0-FOOT WATERUNE EASEMENT 0-CONTRACTOR SHALL Vt RIFY THE DEPTH AND LIJCATION OF EXIJTING FACIUTIES PRIOR TO CONSTRUCT/ 1N. CONTRACTOR TO NOTIFY CITY IF' DE ,CREPENCIES ARISE --...... EE llllr ~ . • • •• ·_··. ··•- E 29+:)0 30+00 OF I ~ NOffrHl "RI.Y PROPEffT'Y UNE UJr 'B' BANNING TRK:T ~ I' WI~ ST'RIP crrr OF NEWPORT BEN;H I@-EXISTl~G 30' DJ.P. -i ~) i6l-~MITS hF COASTAL ~ATION ARE.~ AREA 710 BE PROTECTED IN PUCE - 31+00 PROF H.E SCALE• HOR I Z. VERT. JVJ.E'.SA I' •40' I' •8·' ~ 32+00 33+00 ~-CONSUL.TINci ENCIINEEFIS -- ·-- - ii ii -. . m - . !---· ... . -··· §· -~ -1 -... . I ~ -. . ~~ I :-~ 34+00 35+00 36+00 s;e5 .JAL • Is\ Ae>sEc, "SHEE;rs 31 a 32 ... . Ji~2.1 i-,, -•~ 8;1'8 J.A.L. & FiE'vt!!lE AL.ii;NfAENT ;~~ff'r APPR0\/£0 5/95 J.AJ.. ~ REVISE PER AICWD COMMl:lffS '~ " ,, • ..,_ A r,.;-,,,_ • UTlµnt:S DIRECTOR 5/95 J.AJ.. ~ REVISE PER CrrY OF COSTA Ml:SA l1ires 1-• 'ft.C.E.NO. 38799 3/28 I.T. fD:. IIEVISE Nf1TES ",~";,' DATE z:tz7 /'15 • DATE BV DESCRIPTION C REVISIONS DESIGNED APP'D J. LOAGUE CHECKrn J. MORENO DRAWN S. PATTINSON DATE 1111/95 -.,;...-.-L ~ CONSTRUCTION NOTES: C-3004-J REACH I -36-!INCH WATER TRANSMISSION MAIN • WA TEflllNE PILA:lil l PftOFlLE FROM ST A, 26+44.55 TO ST A. l5+0Ql;OO CITY OF NEWPORT BEACH W-:-5232-S UTILITIES llf!P4RTMENT SIISET 4 IIF !2 I I J I I . I I I I I I i I I ' _·, 1 ·: ~ ; , ,~ L '· 'r-· ' i ' \ .i ... '' • 40 20 1-1 Iii -ffi 36+00 37+00 38+00 39+00 40+00 . . -· .. -' ·; ' J. 1 r') .c • • PROF I LE; SCALE• HOR I Z. > I ' =40' • o, VERT. ·•.I' 8' ,_ ~· . 42+00 43+00 JVJE'.SA 44+00 -45+00 • -r AL8E'.R-r RE'. G l ONAL PARJ< 3a I 46+00 ~ ii I CONSTRUCTION NOTES: . 0-36' CLASS 52 DUCTILE IRON PIPE •• (s)-36' ( MJxMJ J 90' DUCTILE IRON El.BON L!J ::: : ----• --·-·-·' . -·-- . . .. ·-----------________ L { fl/TURE "1"H STREU EXTENSION -------------- j • ; . ..,. • • • • . .• . .. ' .il~CONSTRUCT CONCRETE THRU~~ BlfJCK PER CfTY OF NEWPORT BE/CH ST0-510-L-AMINIMUM BEARING -·-• AREk-88 SF. . - @-20' CLASS 2 NJGREGATE BASE ROAD FROM STA 26+44S6 TO STA 46•77lJO -.I 0 40 80 i 1------11 SCALE IN FEET I Inch = 40 ft. ..: • 1,_ KEY NOTES: . 0-EXISTING CfTY OF NEWPORT BE/CH ZO-FOOT . WATERUNE EASEMENT r::;i__ NORTHERIY PROPERTY UNE 'LOT 'B' BANNING ~ TRN:T . • -5 -I' WIDE STRIP CfTY OF NEWPORT BE/CH ~ -Ji\ 36 -UMIT OF COAST AL COMMISSION RESTORATION AREA \ AREA TO BE PRCJTECTED IN PL/CE ........... -- ---------, --~~----------------------------------------'-------------------------------------------. . . • 4 @-MARKER SIGN l 1. }._ • • ' , ' ,· --,.,_ ~-. -' --. • -=1-■cacs=s■■•::i:aa1Haa~a: ■ ----•---------.J ¥ -l y _-------------------.-----------=----~-----------------------------------@)--------------------,.__ --STA. 46 ... 50.00 MATCH LINE I . . . -' -. -,_-' 5 ' I 15 3 OJVlBJ NY . • ' ' ' ' . ' • OR 1 NG£ '. . ' ' -· ·CURVE DATA • NO. 6. R L T ill ... @_t---1_5"_5_2.'_3_8'_i-;..._IOOO_IJ0'_,..•_·,1.-_99_.7_' 5_'_·--1-__ 5_/.J_J_' _ _.-~ ~'to~:· Lt -~)-~ @. -!, 5:?: 38' IOOOIJO' 9975' 5/.33' •-, . ,.__., \ -r 'I"' -.,.. ~:;r_'"' CIVIL , ~/2'/_ -"«'or c~~ /\ r~KM CONSULTING ENGINEERS SEE SHEET 6 /. 8/96 J,A.L t0,.. "AS -BUILT .. 9/95 J.A.L £ ADDED SHEETS 3/ 8 32 8/95 J.A.L. ffi REVISE ALIGNMENT APPROVED ---,-' i i ! • 5/95 J.A/.. fr..REVISE PER MCWD COMMEfffS •1•I,s n~ Air,; __ ,,J- L=-1~~-;;;,:-=-:=-:::::·==-=:--::-=---------=~;;::;;j uTiupt@ __ omR.~CEEc.1~.R-387-99. 5/95 J.A/.. k::, REVISE'PER crrr OF COSTA MESA .,.,., .--~ ~-=--~-~-- 3/28 I.T. /b,,REVISE N<JTES & RESTRAINED JOINTS ~~:.: DATE -7-,fZ]/'IS -·-•-· □ATE BY DESCRIPTION APP'□ □[SIGNE□ J. LOAGUE DRAWN - S. PATTtlS□N R~VISIONS CHECKED □ATE J. MORENO 1/12/95 I " AS -BUILT " • - ...------1 .. C-3004-J REACH I -36-INCH WATER TRANSMISSION MAIN WATERLINE PLAN & PROFILE FROM ST A. 36+00,00 TO STA. 46+50.00 CITY OF NEWPORT BEACH W-5232-S UTILITIES DEPARTMENT SHEET 5 OF 32 (-./' :~r:· ' ~ \' ~ y J ·: \ • ~-:.. :' ' ' ,. t. ; l . i J l I l l ' l . ,!. i I ' i • I . ' ' ·, . ! . ~. . ' ·' ' "(· _-f ~ . l.: . j . ' ' • . : C-' ' . '-· ' , ' . , } " •. . ~' ' • -• ~ !' \ ' . ' . ' 1 : " .. • -'~t ·_ • DJTY OF cos-rA JVJE'.sA 20 0 ' 40 80 1-1 __ 1-----11 SCALE IN FEET I Inch • 40 ft . 46+00 BALBOA BLVD I ~ • IJ'} iJ4l · RELOCATE M.C.W.D. EXISTING l~WATERJJNE lLi \L:::'.2J SEE SHEET 30 . . l.351 EXISTING CURB MD GUTTER ~ ~ EXISTING CROSS CUTTER EXISTING 4' GAS (PR<JTECT IN PUCEJ ------- ~ CURVE DATA NO. R L 408' .31' 1535.DO' 1/8..34'· 408' .31' 1555.DO' 11.3.Bl' . ~ . ' PROFILE-SCALE• . . -. ~ ,, . ,·HORI Z. I' .;40• -. :VERT; •• _.I' ~8' 8/96 J.A.L _£ "AS -BUILT" T. 59J? r~KM CONSULTING ENGINEERS ii ~ j ~~ 9/95 J.AL & . ADDf:D SHEETS 31 a 32 8/95 JAL ' f.;\ REVISE ALIGNMENT :~_,,., APPROVED 1----+--t=,,.,,....=F----'--------¥.':::=·''.:.cc·'IO, A J~~ ~ ,; • L 5/30 J.AL e:::,_ REVISE PER 1/Cf/D COMMENTS .~f,;; , , ,-.;x t51-:::,2/9!=t-:J.A-:L:-rstt:--::REV.=,SE:::-:PE;:'R-:C::1TY:--OF==-:cosr=A-::;ME-::::SA=---tj.;;;;;.i.~"~ UTIJ\.,. ... RECTl~.E. NO. ~3=879"-9 _ o--3-/2B--+-l-.T.-. +-A~,-REV-/SE-PLAN.-.P-RO_F_II.E-,/!11-D_N(JT_E_S_+-J~-~.,.,,,~ ....... DATE--='-ki.=l.__,~,s,___ __ _ DATE BY DESCRIPTION REVISIONS App'D DESIGNED J. LOAGUE CHECKED J. MORENO DRAWN S. PATTINSON DATE 1/12/95 • ·-~-'; ·-'. " •' .-..- . ' . _:· :v .... . ~-- ~ in II :, ' . •. ; ,, . "AS -BUILT" ..---~-~/ C-3004-J ~ REACH I -36-INCH WATER TRANSMISSION MAIN WATERLINE PLAN & PROFILE FROM STA. 46+50.00 TO STA. 57+00.00 · CITY OF NEWPORT BEACH UTILITES DEPARTMENT W-5232-S SHEET 6 or 32 • ---- . -----+-·~·- _, _ _,J.._ ----·-!----- 1-, -------J-·:-:-::.·,-_ ·-_"'!..._·-:·;: . .-.-··- - - -·t ·----· ...+ ·-. . T + · ... .-.: · .. c.:t . -r '"+-•• . .. , ' , .. .i., . ' r _____ r------,r SCALE i N FEET Inch O 40 ft, __ ... J898 J894 11TH " IT I • I 61+00 JOJO PROIF I LE SCALE• 62+00 HOR I Z. VERT. )f_ STA 26•40 19TH ST. ~ ~ le: ST A J9'60 WHITTIER ,/ _. JI A ..._ • • z --t -t -m :a .. < m l'-40' I ' =8' JBBo~JBB2 50.00 MATCH LINE SEE SHEET 8 63+00 . r~KM CONSULTING ENGINEERS , ___ -. ,_-;-__ --.. B/96 J.A.1.. 9/95 J.AL 8/95 J.AL 5195 J.AL 5195 J.AL J/28 I.T. DATE BY /4\ "AS• {JIJILT" ADDED • SHEETS 3/ 8 32 &,. REVISE ALIGNMENT ~ REVISE PER MOHD COMMENTS A JSJ'1t1J&111t1 t.Q,. REVISE PER CITY OF COST A MESA 1,/9 /'1:5 /j'-REVISE NOTES & RESTR1'JNED JOllfTS .l-...,.,., f..!..:). 1/!loJ q5 DESCRiPTION APP'D REVISIONS ---.,----- ·1 ------,· ,-----·-· ·-:;::-:.... 1::.. --'-_ _:_·· c,,, : .. J~ J ..... . -~;.-.£.;,::.:_, i:-~- :·i+ ~---.---· .::·~---_'_ -.:-.t.::-.:..i,. . ·--~ --_, -----+.--... ·--··-· __ ,...__ . . . -~-,--.. --·-·· ,---------· CONSTRUCTION NOTES: 0-38' Cl.ASS 52. DUCTILE IRON PIPE (jj)-38' (MJxMJJ 45' DUCTILE IRON El.BON ®-CONSTRUCT CONCRETE THRUST BLOCK PER CITY OF NEWPOR:r BEN:H STCr510-L-A MINIMUM 8£#1/NG AREA-12.2. S.F. & ~ EXISTING MCWD ic PIPE SHALL BE REPLN:ED wrrH CLISO AWWA C-900 p,;c PIPE (WHITE) ~ ► • • • OF THE SAME DIAMETER AS EXISTING N: PIP~. UMrTS SHAJ..L BE TO THE NE#IST JOINT ON EACH SIDE TRENCH. COUPLING MJ/JPTORS FROM IC TO P,,,C SHAJ..L BE SMITH-BLAIR STYLI;. 4/IWrTH ST/JJNl£SS STEEL NUTS AND BOLTS AS PER MCWD STAND#ID SPECIFICATIONS SECTION 7.09. CONTRACTOR TO DO Ali.. NOTIFICATION FOR SHUT !XJNNS AND DISTRICT TO PR(}IIDE SHUT !XJNN TAGS. M.C.W.D. WILL MAKE THE SHUT DONNS FOR THE CONTRACTOR. ' ' &;,_ ~ REM(}IE EXISTING AND RECONSTRUCT CROSS ~ GUTTER AND SPANDREL PER CITY OF COSTA ~ MESA STD ONG N0.415 & • ~ CONSTRUCT WHEELCHAIR RAMP PER ~ CITY OF COSTA MESA STD ONG N0.416 .A .. .A ...... A KEY NOTES: IJsl EXISTING CURB AND GUTTER 1371 EXISTING CROSS GUTTER • l3BI EXISTING 4' GAS (PROTECT IN PLN:EJ "Al -BUILT" C-3004-J APPROVED UTILl)l""'IRECTOO· • 38799 1 R.C.E. NO. ~=~- DATE r. / 2.7/'15 DESIGNED J, LOAGUE CHECKED J, MORENO •. DRAWN S. PATTINSON DATE 1/12/95 REACH I -36-INCH WATER TRANSMISSION MAIN WATERLINE PLAN & PROFILE . FROM ST. STA. 57+00.00 TO ST, STA. 62+50.00 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 7 OF 32 J I· Ii I I I II I( '' I ii I -, --: ' • . • --' .-. --._ -- ·--_-·, r ' • .- (23) : •, .. -' -' '.' ,. _-_ : -' : ' . . ) ' .• i ' . . "' ' _: . ' --. ' ( --• _,_ -~~------- .. '-· \- i ' . '"' r-··-1 . -:.-. - '. ' ,- -• ""' _ _, - - ---: --. ---_< _-_ - -, ---, i---:-· ' ----, : ---__ -• • ~-' ,. -~ ·, ~ ------r v, , . 1--------+------++-c-+----'-------,..--+-..-+--.-.---__-'--'--'_-'-_--;,c'---'_-'-"----+--_'--"--'_---'-_--+---__ .,-'--', -'---'--+----;--'-' --'-'-------+---'-----Jf-'-'-'---'----+---'-----"--'-'-----'4----'---'--. _c--'---'-----f--'------_,--'-, -. -'----_.+-.--'--------.. ----~_.-'----_-+--+----'---"--'-· ··_;____c----,.._.;_c./---'--'--'--+-,-.. ---'---_-'-_, _-'--~_-+_-----'--_-_+_-'-,-_ ... -. -+-'-'--+--l •_: ,. --'--....:..;___ --l"--'--'---'---+-.... ~.--'--'-.-'---'--~_'----'--'-'---'---'--I 1----·--.-.. c-t-~------·------+-c---.----'-~. -_.'--'-•• '-'---'--~--· -·-+--+---'-'----' ·-----'---'--_--f-_--,;·-'-'---.-'-'-'-_-'----++-_-'--J-+----.~-----·-------.. , --------' ---,. ---' •. . i .. : .•. . ••.. ' : ,• : : ' .' . -· ,· .. . -_ i ·-. : . -. . --:· : -; - -·----_-_ ----: -----: t -. ----------- • ·-• • ••• ·-I -. r---c------t---,--'-'-· --------·-~----,--t--'---,--,--+--··-,,--,----,·-----t-+-~----··c-~-----'-----·--'t----'---------,rlt-'--'--l--'--'-'-'-------'·--;_--'+--'--------'----'---'-.--i--'f--'-+-'----'-----'---C-----'--,-t-'---,-------'----m":t'c-+--:-.~:-c--c---··-· ---,-,----t---'----'-:-'--,---'-'---'----'+=~----,--d-'' •• --c...:--l'-'---ic+~·w•r-c-':':....:,H•---~·1-'-'-'-c__--'---'-'-'----•---'.~---'-~-'--'--·' ---'--'--' I .. . ; '. • . . . i . -. • i . ,-i -'~ ~ : ! ~ -: • -', -.· .. , .: . , __ - -. . . -· ' -~ " ;~ ~· cl <o :-: . ~ . --i , ~ -:-: --:-~ ; . ' ' . ' 62+00 63+00 J88o~J882 CONSTRUCTION NOTES: 0-36' CLASS 52 DUCT//£ IRON PIPE. @-4' COMBINATION AIR RE/£ASE AND VACUUM VALVE WITH /25 LB. FLANGES, APCO MODEL l49C OR EQUAL @-RECONSTRUCT EXISTING CURB AND GUTTER AND SIDEWALK PER CITY OF COSTA MESA ST AN DARO DRAWING NO'S 3/2 AND 411 • ~ • -~---.,--.._..,.---...,.---..,_,_--...,-,_" -'.--'"'v-----~---"·-~, . -~---·-.• --" J 87-i} ~& EXISTING MCWD AC PIPE SHALL BE REPLACED. , \ WITH CU50 AWWA C-900 PVC PIPE <WHITE) OF ••. \ THE SAME DIAMETER AS EXISTING AC PIPE. UM/TS , SHALL BE TO THE NEAREST JOINT ON EACH SIDE OF \ TRENCH. COUPUNG ADAPTORS FROM AC TO PVC ' '·· SHALL BE SMITH-BLAIR STY/£ 411 WITH ST AJN/£SS ( STEEL NIJTS AND BOLTS AS PER MCWD STANDARD ( SPECIFICATIONS SECTION 7.09. CONTRACTOR TO , \ ~ST'Ytc1°Ft~~'{JY;~J ';;~~s~NDf;,f;J :.C~.D. ) ' WILL MAKE THE SHIJT DON NS FOR THE CONTRACTOR.) "· _ .... --.. _.,,. ~~ ,_ "-~ ~-.. . ·------~--~ __ ...... __ ........ _~.,,...,__ __ ,.,,. ______ ,,---/ 3 J870 . ' ' -----,---- ' 64+00 ,.; ~ V ST A 63•50.00 n.. 'DEF.· (30'0(]'_ 6 ., ~ A: ST A 65•06.92 DEF.= (3ffWl 65+00 J850 PARKHILL DR. J8bb J8b2 ]858 KEY NOTES: 1351 EXISTING CURB AND GUTTER I 20 ' 66+00 67+00 . '< '< V ~ f STA 34•34JO WHITTIER £ lft._ STA 9-74.79 PARKHILL! . ~ . -! - JOOJ r ED ( 0 SCALE IN FEET I J;ich = 40 ft. j_ ' !--=3'-13 15 CENTER ST ' 80 ' I 68+00 69+00 35 STA 68•85J7 WHITTIER AVE 111P' .4 IIIUI ...... ftlllll CONSULTING ENGi NEE FiS 70+00 71+00 RIW_/ J827 8/96 J.A.L. 9/95 J.AL /5\ ADDED SHEETS 31 8 32 8/95 J,AL. & REVISE NIGNMENT 5/95 J,AL. ~ REVISE PER MCWD COMMENTS 5/95 J.AL. 31213 /, T. DATE BY A J.-- &:,. REVISE PER CfTY OF COST A MESA •I, !q-s ffi REVISE NOTES & RESTRAINED JOl/fTS J3::: DESCRIPTION APP'D REVISIONS 72+00 . APPROVED UTI I S DIRECTOR -R.C.E, NO. ~8799 DES~N£D J. LOAGUE CHECKED J. ~ORENO DRAWN S. PATTINSON DATE 1/12195 "AS -BUILT " C-3004-J REACH I -36-INCH WATER TRANSMISSION MAIN WATERLINE PLAN & PROFILE FROM ST. STA. 62+50.00 TO ST. STA. 72+50.00 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 8 OF '32 ---- ---j--.,. •• -- l.... ••• -r-· ·-··- " • ,. -i---· ----t----• -i--- ~ =c= ·~~~5i llil ■ ~. 11~- ii ·i-----... ---+ --·-..... - .. ,, r-----~ ----·------- ----- ----------II --·-· -- --... +--- • ---·-r---· ----1--· ·- -··----,. 72+00 t STA26+40 WHITTIER q_ STA26•'10 18TH 73+00 WJ-J J TT J E'.R E'.LEME'.J\t{ ARY SCHOOL 74+00 18th ST. J 190 /, 1/§~1,f r/]; 1 I V} V) (/) G 1, • (""'. ~\ I , • • ~ :l,, :1--,I ~-! 1--~. ~. ;:-~ l~ 9 9 9 6 I I " '-"\.I •·1 I I A ._ ! I ~ Q §: II! I ' i t,i I ~-i:t A' ----I----- .. 75+00 76+00 J18b J180 ---·· -· ----------. i-----···--• 77+00 ~ PROF I LE SCALE• HOR I Z. VERT . I' •40' I' =8' I------ 78+00 79+00 +---------·-· • -·. .-----··----1---- .1-.. ---- 80+00 81+00 82+00 J750 ~ • ~ 7 1i~1 -,•1~ 'N : l! ! ! ! I ! : 35 I .~ '..J , 1~. ,0:) 1 I 1 ;:!;,.! ::S'. 1 S: I I h. ~__../, ~.., '\•----: 'I,::, ~ :I ~ Q .i (~ ~ ' I ,. "' ' !IW--..,_ , I ' I Q i I ~ ' .~.,...,~-f--.=,!,j,., ' , ' ·--I t.' v, I '7 . ..l ____ .I • v, -v, . • )i,. vi, v, £"'-\ ~ ~ ~ ,e.:.J \ v, ~' vi -v, vi -v, ~ Lu -~ ' 1~;11 jo I -~ 1 --~----.• ;:,-r--~-t -L.--1----.... (_JI, :. (j ..J t .i (.y ~ ~. 7l-~ -l -l,O'_/,(SC.tC-G~;-_--__ -·---.~ L II' I \.. II r\ ,1,1 J , ~0-1 1 ff --+-1 - -' I ;:::::::~~="" -Lu t:'W. Di ---'i,_), -y . . H ; .i +· ,, / ' ' tWDJ +---:-: -~ ~ -· j r .L.· ---·· /6" ~--w IMCWD! I : L • : i f----, --:-. -:~ -:..c -·----t -I ·i ~ .. -a 16' PVC,y (MGWDJ :... _,_ -r-· 'r6" PVC w {MCW~1 -,.. '1 . ~ ~ I -~ h. C) ~ r:0~~1;•,,~,,' :: i 2 _:~~--~---7~ ~ i~~~f w ( _ +1~ 75 ~--~-.... -___ -_ -r~-___ l76_l~-t·-+-~ ~~~ll,-, --_ ~BCV~.~---. J~-ri-.✓II ~ _,-l-W~fTTI~~;.~~~---~-, ~~~-~ _ 1 -. ~ -~-~9'-_ w-~-~/~0T-~ ~-~T~~-vc1-?-~_ t-~-~ ·.'7":T ,. "t' · ,--... --t--·,-· • --· -= ·=~=7""'~-W-l~ :\j -•-"l'T-. ~-:._ :.__~ -• ----~ •-V) , if--·-·-•=re 4 i --! ,. . ---'-·, --: ---= . I ~ ~, '" -----. ---~--t--r--. -~-------. --:'= ---·" § Lu 1 1 j I i I l I 35 j ' '"" ,.,, 37 v, ' \_ ·~ :I , , ! I ""'~ ~ >.@ ~; iii+ , I i ' 39 i i i I j --: , , ; ~j I I RIW l • 6 £ i ' -: / V / i -i•l !!!~21Jt! 1; i i l,fR1 :qo· {JR) j , - , ~ ~ ~ 3 7s ~ 1/) Ii) J 201 V/ WHITTIER A YE 100J~Jo25 l173~J719 ---r----- _C_ON_S_T_R_U_CT-:!0-;;::=;Nz:::::;::::::::N;::::;OT:::::;;E======S:::;;:;: ',-JJr-.r-~-• _ _ _ • _-. 0-36' CLASS 52 DUCTILE IRON PIPE. ~ ~ EXISTING MOHD IC PIPES SHALL BE REPUCED -., wrrH CU50 AIW'A C-900 PIG PIPE <WHfTE) OF 1.-. 8/96 J.A.L. V6\ .. AS -BUILT .. @-JICK IN PUCE 160 L..F. 54' x ¾' WALL THE SAME DIAMETER AS EXISTING IC PIPE. UMfrS 1~ -STEEL CASING PER CITY OF NEWPORT SHALL BE TO THE NEAREST JOINT ON EICH SIDE OF KEY NOTES· BE/CH STD-529-L. TRENCH. COUPUNG ADAPTORS FROM IC TO PIG • SHALL BE SMfTH-BLA/R STYLE 41/WfTH STAINLESS '3i1-EXISTING CURB AND GUTTER STEEL NlfTS AND BOLTS AS PER MONO STANDARD s:_ L::'.:::'..J" SPECIF/CATIONS SECTION 71J9. CONTRICTOR TO l G7l--EXISTING CROSS GUTTER DO ALL NaTIFICATIONS FOR SHlfT OONNS AND J ~ DISTRICT TO PRO/ID£ SHlfT OONN T/JGS. M.C.W.D. ) ~EXISTING TELEPHONE VAIJLT 11.J M_AK_E TH_£ SHlfT OONNS FOR THE CONTR/CTOR. i L::'.::'.I'"" f PRaTECT IN PUCEJ . . r --• ... ____ r..._...,....__,,__, ___ ..,_,.F-...,_.,,>.~~ ( © ( ( SCALE IN FEET I Inch = 40 ft, eo ' . r~KM CONSULTING ENGINEERS b. s,i.rACDitr 9/95 J.AL [!!::, ADDED SHEETS 31 Ii 32 ,_,..q5 8/95 JAL ffi REVISE ALIGNMENT i~,~':'.";! APPROVED A lJ.5T,w~ 5130 JAL ~ REVISE PER 1./C,VD COMMElfTS •I•/-~ , I::!-. _..,,.,;;._. ~,~RECTOR , ., ~Bn9 51219 J.AL ~ REVISE PER ClrY OF COSTA MESA •f•/,s •1 R.C.E. NO. ~--l---+---+-D\-c-------------t~,-,_5,~,,---1.,. DATE ~/~,(,s 3128 /, T. I REVISE NCJrES , l•o/" DATE BY DESCRIPTION APP'D DESIGNED DRAWN J. LOAGUE S. PATTINSON REVISIONS CHECKED DATE J. MORENO 1/11/95 "AS -BUILT" C-3004-J REACH I -36-INCH WATER TRANSMISSION MAIN WATERLINE PLAN & PROFILE FROM ST. STA. 72+50.00 TO ST. STA. 82+50.00 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 9 OF 32 I I -- __ .. ../... t·--- ---- ------ ----------- •-_,JI_ ---· -+-···--------- --,-------- +-+--··- ----------· ---- ----.: ---,. ---. , . ----··+----- _-----::..1__ - --· ---i----1- J --- ·--·----- 82+00 83+00 1750 1720 ~ -.J CONSTRUCTION NOTES: 0-36' CLASS 52. DIJCTILE IRON PIPE ....J--._....,__..,,... ..• ' _.,, ---1·--"-.. ,.....--,-----------. .,,.-, _.-····, .. ...--. ..._,_~ ....,,.,,..... ~----'- @--EXISTING MrYID N: PIPE SHALL BE REPUCED --1 WffH CU50 AWWA C-900 PVC PIPE !WHffEJ OF -., THE SAME DIAMETER AS EXISTING N; PIPE. uurrs "-\ SHALL BE TO THE NEMEST JOINT ON EN:H SIDE OF l, TRENCH. COUPUNG ADAFTORS FROM IC TO PVC / SHALL BE SMfrH-BU.JR STYLE 411 STAINLESS STEEL / NIJTS AND BOLTS AS PER MrYID STANDARD i ! SPECIFICATIONS SECTION 7JJ9. CONTRN:TOR TO ) DO ALL NCJTIFICATIONS FOR SHIJT CXJNNS AND , - DISTRICT TO PROIIDE SHIJT CXJNN TMS. M£!N.D. \) WILL MAKE THE SHIJT [XJNNS FOR THE CONTRN:TOR.) ---..__,.._~.----.·--,.__,,...._,,-----.. ---·-·-··•...._,,. _ _..,._ I K £Y NOTES: --------------------·-- ~ EXISTING CURB AND GUTTER §--EXISTING CROSS Gl/TTER l72J -------t- ---1-t ------ ---' --- +--- --·-,----- r -··· ---1-------------->----· -•• ----1---,--- --. ...) .. . .. L ----·-l-- ---~ .. ----•• . - -----1--.. 84+00 85+00 86+00 l7lb J7l2 1708 1702 ]709 i ~~HITTIER ~ VE -....___,...__..,.._....,._,._.__,._'i------ 17th ST ! ED , ( T r ___ -r SCALE IN FEET I Inch • 40 ft. 80 87+00 -~ PROF I LE SCALE• HOR I Z. I '=40' VERT. 1'=8' 88+00 Jb9B lb90 ST A 86•45.31 DEF • (J0'38.IJ6' - -- -'-----· --• ------- •. --1------1-----.. ff L.. -·· - -.J_.__, _, ---__ L - ---->--------+- -----, - . -----·---------,-------· ·- -. ------ --• --· r---------. -.... --•• -- ., .... ---·--___ ,-----:_ -------... -- ------------" -· . ------ 89+00 90+00 91+00 92+00 NE \11/P oR-r JVJE'.SA -rR1\c-r lbbo r~KM CONSULTING ENGINEERS l bB-4 8/96 J.A.L. M\ "AS -BUILT " 9/95 ,iAL 15' ADDED SHEETS 31 a 32 ;:;_., ~ q .. 15•'15' 8/95 J.AL /~ REVISE ALIGNMENT ~~1~.'s APPROVED 5/J0 J.AL. ~ REVISE PER l,{C'ND COMIIENTS '-lr: ,--, 1 , "-'--J.-- t-i-/,2-_/_9-+--+--&~-R-EV-IS_E_PE_R_CfTY_O_F_CO_ST_A_"E_S_A ____ "-"'_--1 UT14T..,'-"RECTOR J.AL. ~ •/•~• \ R.C.E. NO. I.T. 1'-REVISE NOTES & RESTRNNED JOINTS Js~ DATE -~~/1-="-.c+/1=5---- )8199 J/28 ~ '''"~' DATE BY DESCRIPTION APPU REVISIONS OESIGNEO J. LOAGUE CHECKED J. MOOENO DRAWN S. PA TTIISON DATE 1/12/95 "AS -BUILT" C-3004-J REACH I -36-INCH WATER TRANSMISSION MAIN WATERLINE PLAN & PROFILE FROM ST, STA. 82+50.00 TO ST. STA. 92+00.00 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET I O OF 32 = I I ' I .. --------¾ --- • 1-------- ----------- ----· ----·-------· --· ---·~--- --·--,_;: --... --.. . ... --+-- .. ,.. . _,-__ .. -·-··--• -- --- --1------ -- --, ___ _ ----------- --i-----·----- ·-· -· -----_j_ ------ -·---· .. . ------ 1----· -- ----- ---------- 2D 0 I 92+00 SOLE IN FEET / Inch • 40 ft. ----- ---- -- ---- -+ --- "t' I ------+-- - ------ -H-1 -----cr-:-::c-~ ~ t:A C --------- - - --- -------.. -- --= ---- ·------------------------ -- --e- 1------ . ------ ----------- -!-----. --------1-----· -----l ---- ------------ r- ----- ------r ---.. --------,-- --------------+----- -1--------+--------, .. - 93+00 94+00 95+00 96+00 STA 93•ZTJJ1 DEF·2Z30'0IJ' -1------ -- ---e-- -- -... --·--- --· --·· ·- -------l-- -----t _,_ -- - ... -'-•,--· --, ... ----t ---- PROFILE SCALE• HOR I Z. VERT. I' "'40' I ' =8' -- I----- .. ·-.... ., -· . . . ·-r-- ·•--- ----.1--- ·------••• -·--·-- ---- - - -·-..... - ---+-1-----------I-•--- -,---------·------------------- -----t---- ➔ ---I---- --·----------· -------·--- --- .J --. -I--- - - -I----- -·-. ·-"' --------- I-------------- ---.,. . ----- --------- '-·-·------ ---···--·-·---- I- ··----· -----,._, -·--·---·--····I-··-.- --·--------• --f ·--• ---' • _,___ -- ---- ····----·· -------~ , ... ---. 97+00 98+00 99+00 100+00 CONSTRUCTION NOTES 0-36' CLASS 52 DUCTILE IRON Pf PE @--4' COMBINATION AIR RELEASE AND VICUUM VALVE WITH 125 LB. FLANGES. APCO MODEL 149 C OR EQUAL @--36' (MJxMJ! 22 1/Z DUCTILE IRON ELBOW. -....._y~~--------,~---------!Ji. ,~ CONSTRUCT CONCRETE THRUST BLOCK PER"-..., CfTY OF NEWPORT BE/CH STD-510-L-A MINIMUM) -----~~---2~-~✓---~--- @--4' CRASH POST ~\ '@-EXISTING MCWD IC PIPE SHALL BE REPLICED WITH CLISOA WWA C-900 PVC PIPE ( WHITE) I OF THE SAME DIAMETER AS EXISTING IC PIPE. LIMITS SHALL BE TO THE NEAREST JOINT ON EICH SIDE OF TRENCH. COUPLING ADAPTORS ~ FROM IC TO PVC SHALL BE SMITH-BLNR STYLE ' 411 WITH STAINLESS STEEL NUTS AND BOLTS AS I PER MCWD STANDARD SPECIFICATIONS SECTION 7--09 CONTRICTOR TO DO ALL NOTIFlCATIONS FOR SHUT DOWNS AND DISTRICT TO PROVIDE SHUT DOWN TNJS. " KEY NOTES M.C.W.D.WILL MAKE THE SHUT DOWNS FOR THE CONTRICTOR_,; • ~ -~._.,---------- \ --106 --• j ' • J . . I ' i . • I 0-EXISTING CfTY OF NEWPORT BE/CH 20-FOOT WATERLINE EASEMENT. 0-EXISTING AC. PAVEMENT. REMOVE AND REPLICE AS REQUIRED PER CfTY OF NEWPORT BE/CH STD-/05-L £~~c~a§E) ~ EXISTING CURB AND GUTTER ~ CfTY TO RELOCATE EXISTING STORM£ BINS AND APPURTENANCES PRIOR TO CONTRACTOR BEGINNING CONSTRUCTION . "AS -BUILT" 0-EXISTING CHAIN LINK FENCE. CONTRACTOR SHALL REMOVE AND...,.. ___ ---1 ,----,---r-c.-----------;--l--r--.--.,.....,.-----------i-:,,c---,REPL4CE AS REQUIRED FOR CONSTRUCT/ON. C 3004 J I /).. 9/95 J.AL '9-ADDED SHEETS 31 & 32 $,.,.,,,,_, --8/96 J.A.L. lill "AS -BUILT " e.:::,. 1-15-s, lr~KII CONSULTING ENGINEE~S 8/95 J.AL l,t.._, REVISE ALIGNMENT f':t':S APPROVED REACH I -36-INCH 5130 J.AL ~ REVISE PER MCWD COIIIIElffS J~r tbAiffir a ,Ir WATER TRANSMISSION MAIN 512/9~ J.AL ti:, REVISE PER crrr OF COSTA MESA '·; U~T RE R.C.E. NO. 38199 WATERLINE PLAN &. PROFILE 3/213 J.T. A REVISE l((JTES & RESTRNNED JOllfTS '-:~o ,< DATE t./~11•• FROM ST, STA. 92+00,00 TO ST. STA. IOO+OQ.00 DATE BY DESCRIPTION APP'□ DESIGNED J. LOAGUE REVISIONS CHECKED J. MOREl«l DRAWN S. PATTINSON DATE 1/12/95 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 11 OF 32 ---· --- 00 - -- --- -- __ ..J_ L. - ... L .. --- ---- -- 100+00 STA ,0,/5.00 CONNECTION TO FUTURE 30-/NCH PUMP ST AT/ON INLET UNE --- ----+-- ..... --------,_ __ ·-·-------~ ---. ----.. ------··-·· --+-----------__ ,, __ ····-_,_ __ " -----,-.. - ----- ·-1-· -·±-··,- -------- t- -,-·- ---__ ,I__ -- - + -----1- ---+---- -+ -- + ,. .. -----. - --------- -- -----.• ------------ __ ,_ ---!-------; ---. • .. -. -1----4-.. --I-. --·----1 ---· - -~ --r-----~ ---------. --- -- --+----+·· ---- -- ~- ------------__ :r=__ --- - - ~ --- -:_ ------____ :-.q-~~ i; m ~ -_ffl I -" i : - --~ -- --·-'.'Pl •• ...L. ------· -1~ ------ ft B--+ ------..\-· ---- L -- ---------- ---- - ----' ----- • --+ ------- _ _,- --·----· --,· -- = ··-···-+·--- _ PROFILE SCALE• HOR I Z. VERT. I '=40' I' -8' I 01 +00 102+00 ii §;; ~ 103+00 104+00 105+00 Gw,~no DEF. 6f08'5<J' CJTY OF COSTA M£SA ST A !03•63.72 / 9 3 v'J\ END CONSTRUCTION ' 1-JL) /8 18TH STREET 40 20 0 40 1'----..--J1~1~~1 -80 SCALE IN FEET I Inch -40 ft. ------- ----- ------·- ----- --- - -----i----· - CONSTRUCTION NOTES 0-36' CLASS 52 DUCTILE IRON PIPE 0-REMOVE EXISTING 3Cf BLIND FLANGE AND CONNECT TO EXISTING 30' DJ.P. ®-18' x f5' ?RECAST VALVE V/JJJLT @-30' x 30' x 30' DUCTfLE IRON TEE (FE x FE x FE) -------I-·- ---::.:.. -, .. • -· -- ---f -----: .. -. ,. -+-- - - - ---e--------------,. ---- --- ,._ __ --· . ------ -·--, ---- ----------·-- KEY NOTES ~.......,-.-• ..__.r7--.-···-,.,,,,.---....__.,,,,.--. ..... ...,.-. .. ~--............ ___ ,,~~-..__,.,....-,~-..,...-,,.----.,.,.--·-.,,____...-.~--,, / CONTRICTOR SHALL VERIFY DEPTH AND LOCATION OF EXISTING '\ 1h ~~;g_g~i~~~~~~~_r:~:~~rr:_ ,-) 0-EXISTING 36' R.C.P. STORM DRAIN. PROTECT IN PLICE 0-PROPOSED /6' WATERLINE SEE SHEET 13 @-EXISTING 3Cf DUCTILE IRON WATERLINE PER CITY OF NEWPORT BEtcH PUBLIC WORKS DEPARTMENT PLAN ENTITLED 'UNDERGROUND UTILITY _RELOCATION FOR THE UT/UT/ES YARD EXPANSION. PHASE I, CONTRACT NO. -- ----------.... ., ____ _ & 30' x 30' x 30' DUCTILE IRON TEE (MJ x MJ x MJJ @-30' CLASS 52 DUCTILE IRON PIPE -~~-7.!!:~~~!!:,f:__'!_~~-------·-----------·-----·-,-~·--------~-, L1,i~~~i:::R~':'_:".'_R:L'.:"~ '::UPS!~~~ T0,8 -~E~ ~H~c: 'V @-B" PVC VENT STICK,ARMORCAST PRODUCTS CO MODEL A9002708 OR APPROVED EQUAL. VENT STICK SHALL BE BOLTED TO THE CONCRETE PAD WITH TYPE 316 STAINLESS STEEL BOLTS §-EXISTING CURB AND GUTTER [E}--EXISTING CROSS GUTTER @-REMOVE CONFLICT/NG PORTIONS OF EXISTING 12" CAST IRON WATERLINE AS REQUIRED FOR CONSTRUCTION. PLUG CUT ENDS WITH CONCRETE @-EXISTING CHAIN LINK FENCE. CONTRICTOR SHALL REMOVE AND REPLICE AS REQUIRED FOR CONSTRUCTION r~KII CONSULTING ENGINEEFIS 8/36 J.AL fl\ .. AS -BUILT" 9/95 J.AL ~ ADDED SHEETS 31 17 32 1.,,.,.., ~ 1-s'j'•,fS 8/95 ,I AL ~ REVISE AUGNMENT ~"~"'"' APPROVED ~ '&·to·4'5 5/95 J.Al.. ~ REVISE PER M<..WD CO!t/!t/ENrS ~j";f,,:'"' ~ .br,:-_-:/- A ''""'"T ~~Woi'f~ 5/95 J.Al.. g:c,, REVISE PER CfTY OF COSTA MESA •r•l<1'5 R.C.l,NO. 3U99 3128 J.AJ. /l::,, Al!DED LATER/ILS IIIJrES REVISED •~~::; DATE __ecZ"-"/2.:..,i.µl'lz"'----- DATE 6Y DESCRIPTION APP'D DESIGNED J, LOAGIJE DRAWN S. PATTINSON REVISIONS CHECKED. DATE J. MORENO 1/12/95 "AS -BUILT" C-3004-J REACH I -36-INCH WATER TRANSMISSION MAIN WATERLINE PLAN & PROFILE FROM ST. STA.100+00.00 TO ST. STA.103+63.75 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S Sl£ET I 2 OF 32 cc I I . I I ' 'I I -.. _--.:r - ---,----.. ----1 --- -_ _,_ -- _L_ ... _ .. - - I----;---- L.__, ___ _ ... - - __ ,. ......, --- --- --+----- • -!--·-•• ., ----... -----------·-· - ----·t -·--- --=-+----- ·-· --·· --------·-· --, __ . ---·-..... -----·----------... -~-- -' 1----· ---. • --•·· ---,-· ----- -------------+-----·-·· -· .. ------ 9+00 X X X -- STA 9+95.82 t B.C. ------------- 40 20 '------I 1 JOIN EXISTING 12 C.I. 0 40 '~~' SCALE IN FEET I Inch 40 ft. .. . --- T -.. ./.... --------------+--· --+-------···----··----------------1- -------·--·-- - ---- ---------·· ----· -- ·- ·:....::::. .. =.:i:=.:·: 1.-. -____ ,___ --··--· --·--+--_:_ --·-:. -- 80 -· _____ _j____ --------- ---·--. -- --------= ----·-·-.. -f-- --'_, __ ------. -'""' --- 10+00 ----------1------ -~------- .. i---, ---.-:--:-· ::f;) --------'--- - - -ti~--~ ~3\ I I +00 "~~-fi -* <J IJj 12+00 ~ ST A 1/•ZT E3 ~I--'""-'-::..;;..:=:::.....->,-,. KEY NOTES [I]--coNTR.ACTOR SHALL VERIFY THE DEPTH AND WCATION OF EXISTING F/CIUTIES PRIOR TO CONSTRUCT/ON. CONTR.ACTOR TO NOTIFY CrrY IF DESCREPENCIES ARISE. 0-EXISTING 14' CONCRETE CY UNDER PIPE 0-PROPOSED PUMP STATION PER CITY OF NEWPORT BE.ACH UTILrrY DEPARTMENT Pl.MS ENTffLED 'GROUND WATER DEVELOPMENT PROJECT UTILfflES YARD EXPANSION PHASE 2. 16TH STREET PUMP STATION CONTR/CT C-2961-B. @-PROPOSED GRADING (BY OTHERS!. @-EXISTING CURB AND GUTTER -· ---------+-- . -----------------L__ ---t -+ i-------. ·-·--· .• i.,.. •. ------1-----· - ---. --- ··----- ~ .I.... ----------- 13+00 NO. t:,. ® 18" 41' 18' - ---=i!<,,_c~ ~ C7' ~ -_C ""'--, __ ::~ -• --- -· .. -+- -------·--::--------.... , .. ·---'::,."'..j ••• ------ -------------- ----- ----1-- --- ------. ------- ------------·-I--·-- ---·-· ----------·,·· ·----- .. ,.. --. --+ - --f-------- -------·-f-·. --- ---------_-__ --- -----, . .,. ----------·---=---------.:t ..... ·---- . _c ----+----.. ---.. .---... -. ---_--: ~ . +---~ .. PROFILE SCALE• --·--------····-----· 14+00 CUFNE DATA R L 5121YY /61.{)(}' HOR I Z. VERT. T 84.25' I '-40' I ' 8' -------··--- ·----+--------- 15+00 ' . -.L ----'-----.. - +- -·----,J ... ----------+----- ----___ .,. .,. - -t----- -· --· ·---,.. -·· ----------- ------1 ----~ __ .j_, 1---.. ,.. ---1::: •• 1------.... -1----------------- -.... ------1 ---- -· ---------.__, -----· ----1 ------- ---------- --I-----,. ------• .... ----,---- . .. -. ---··----+------·---- ------ ---·---· .• ---------·-----+--· - ~ .. ;..... ---" ---. - . ·····-_., ... ~ --- ·--·-. -·---. ~---------- L. ------- f-. -------------.. -- ---· -);::_.......i.____ -• -··-'----------------+- +---..... -.. 7 -----.. -------------- L., ... -----··--., ---------·- ----------- ---. -- ---------·--_,_ --..... ,-·-·· ---,· --- ----=-::::-:i· .. ·- ----------+-----+ _-.1 ... ±. ----1· • -----···· -----• e------ _ ___,_ __ - , 1--... ------------- ·---j... • -----,------ . -------' ---· ---- -----•. •---~-'-.. '' . I..'... -·_ ----~--·+---·--.,. _------- ----... ---. -. --+--.-----J .... ! .. ---. - : --------J-----.. - - --,---------------------· -·----· --------_;_;_ __ _ --• -·· _-::--:-:-:-~. -· 1-- 16+00 17+00 18+00 STA fl,02Zl ~Di='£,=:-=-. .:.:.. -;;45',;,.:()(f=,()(J'=---{~'JE _ CJTY OF cos-rA M.E'.SA STA l7•31.44 I r;i ~C...:...:..!.!...-':e.!!..!.-'------.f........'.,8--l'JIJ ~ I ~------------- ' t 8/96 JA.L. f6\ "AS -BUILT,. 9/95 J.AL & ADDED SHEETS 31 1:1 32 8/95 J.A.L. & REVISE ALIGNMENT WM CATV BOX H:'.'.'t:'... W\l.U1v· WV DETECTOR HECK F~KII 5195 J.AL &,,. REVIS£ P£R MaND COMMENTS 5195 J.AL A W.c;.i;.1-111~ ~ REVIS£ P£R CITY OF COSTA MESA •r•I•, APPROVED r " • UTl~r-J-Ll".S DIRECTOR , R.C.E. NO. 38799 DATE Z/27/'fs REACH I -36-INCH WATER TRANSMISSION MAIN £ 16' WATERLINE PLAN & PROFILE CONSULTING ENGINEERS J/28 I.T. DATE BY It:,. REVISED PROFIL£,N!JT£S />JID TfTI.£ 1~~.:; DESCRIPTKlN APP'D REVISIONS FROM ST. STA. 9+98.82 TO ST. STA.17+31.44 DESIGNED J. LOACUE DRAWN S. PATTtlSON CITY OF NEWPORT BEACH W-5232-S CHECKED DA TE J. ~ORENO l/12/9S UTILITIES DEPARTMENT SHEET 13 OF :32 ::.. I I ll \ \ \_ /0' . . . . . . . .• . .. . . . . .. ~ 3' 0 CAf3LETV NID TE/£. 8' PC 3' (MCWDJ GAS 10' 8' 36' STORM DRAIN 33' 28' 16' ' 0 0 0 5' 8' 27' VCP 3(]' RCP SEWER MCWD S.D. 0 4' GAS 6' STREET ~ UGHTS "- r--t---EXISTING IZ' WATER (TO BE RELDCATEDJ ~---EXISTING IZ' WATER (RELOCATED) \ -~.,_, --50 l.) --49 --48 ~ " --47 Q I --46 ~ \ --45 ~ \ --44 lJ.J / --43 \ --42 1 --38 --37 --36 ~ --~ I \\ PROPOSED 1/ 36' WATER / fil \ 19T H ST RE ET I ✓---------_ _,--•• /·/"··-·/ \ SCALE: HORIZ r • 5' .,../ '---,,, VERT I'· 5' / '-·--•s,._ --.. --·-.---.... --·~-, ........ _~..,,.,,.,..... ,,.,,..--..--~/ , ... ,,, ..... ,,..~-----·,•- 60' 20' 20' 0 0 0 8' VCP SEWER /6' PVC MCWD PROPOSED 36' WATER 0 EXISTING IZ' WATER TO BE ABANDONED WHITTIER AVE SCALE: HORIZ I'· 5' VERT r• 5' 20' 0 PROPOSED 36' WATER 60' 10.5' 12' 20' 0 PROPOSED /6' WATER 10' /0' • ► ••• . . 7' . . • .. , 0 8'W MCWD I ' ' I ' ' r~KII CONSULTING ENGINEERS ---100 ---99 ---98:.,, ---97 ~ ---96 "1: ---95~ ---94 lJ.J ---93 ---92 ---9/ 95 94 93 ~ 92 2§ 9/ ~ 90 "1: 89 ~ 88 lJ.J 87 86 85 84 8/96 J.A.L. 6 •• AS -BUILT" 9/95 JAL £ ADDED SHEETS 31 t:t .32 8/95 ✓.AL. &REVISE ALIGNMENT. 5/95 J.Al. &REVISE PER MCND COMMENTS 5/95 J.Al. £REVISE PER CITY OF COSTA MESA J~~~s 3/95 J.AL £SECTION(Ji) REVISED DATE BY DESCRIPTION APP'□ REVISIONS APPROVED ufil' iis DIRECTOR I R.C.E. NO. 38799 DATE Z /27 J<rS j • DESIGNED DRAWN J. LOAGUE S. PATTINSON CHECKED DATE J. MORENO "AS .. BUILT" C-300~-J REACH I -36-INCH WATER TRANSMISSION MAIN TYPICAL ROADWAY SECTIONS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 14 OF 32 ~RC'lf(l!I.OON 2·21-M ,; z ~ 0 r 0 s ill 0 0 0 ,; " D 0 " m 0 ~ " D ~ ~ C i' Ei " ;:: z I ~ " 'B • I 0 ' n '" C > < " 2 I" ~ C: 2l D z ;: 0 ,, C TI 0 ~ ,, 20'-()' 'V /, , . ' . ' .. • :·_ · _. · .·!·. ·. . . . . . IZ' MIN Y/A\ . :_. . ' .• ·_ -. _. ! •. _-. • . • < .. ~-2Cf-r/,ff .· ,. ~7-...._: ,, • CONSTRUCTION NOTES ¾' CRUSHED ROCK PIPEUNE FOUNDATION SAND EQUIV N..EffT 30 PIPE BEDDING COMPACTED TO 90¼ RELATIVE DENSfTY SAND EQUIVALEffT 30 PIPE ZONE BACKFILL COMPACTED TO 90¼ RELATIVE DENSfTY ..,...,,_,____,~ -~ NATIVE MATER/Af, FREE FROM DEBRIS AND ROCKS OVER 6-INCHES IN THEIR LARGEST DIMENSION, COMPACTED TO 90¼ RELATIVE DENSfTY FOR WORK WITHIN THE CfTY OF NEWPORT BEACH ___ .,,--....____ ... _,_, ___ .. _...___,,.._~--.. --,,,,,,--- NATIVE MATERIN.. FREE FROM DEBRIS AND ROCKS OVER 6-INCHES IN THEIR LARGEST DIMENSION, COMPACTED TO 95¼ RELATIVE DENSfTY OPTIONAL TRENCH SLOPE, LAYED BACK TO /:/ HORIZOffTAL TO VERTICAL DIMENSION , OR FLATTER AS REQUIRED FOR SAFE TRENCH ACCESS 20' CLASS 2 MGREGATE BASE ROAD FROM STA.26•4456 TO STA46•77.00 NATIVE MATERIAL SCARIFIED AND COMPACTED TO 95¼ RELATIVE DENSfTY TRENCH RE SURF ACING PER CfTY OF NEWPORT BEACH STD.-105-L ,-r---..__FO~R-~RK-wri'ifti;~~~ESA -, BACKFILL WITH CLASS 100-E-!OO SAND CEMEffT SLURRY '-~_.... ......... _.,..~-------~---r--- :r~~4v I ' I [!£] KEY NOTES @] BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-IB EXCEPT THAT RELATIVE COMPACTION SHALL BE AS SHOWN WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EOUIVALEffT TO THAT PROVIDED IN THE COffTRACT BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.I ''I/, ' . ' . . . · . · ! · . • . . . . . IZ' MIN v'!'A\' • •.• •• __ · • • ! •. • . -."~-2(J' MAX I, 1\ • · • , • • • rTYP! . • . • -' ' . @] r~KM CONSULTING ENGINEEFIB VARIES (SEE EXISTING PAVEMEffT -~ 0@J THICKNESS IN TAB/£ BELOW) 36' OR 30' ----P<"c"CV~\ ~ •. ~."".'I. D.I.P. • • · ' ' 0 @J 45~---- . . I . • 12' MIN i.--20' MAX (TYP! @ __,_.......,_,,..-~~~_..,,.. .... _, __ .... c,"•~•-..,,-.. __ ,,,.,,,~~••-~-•---•--....,...--~-•-.........._....-,,,_~ • ..._,.-••~-.....,.,. .. MO•b,.~.......,,,.,,..--►..._,..,----...._~~ . TRENCH SECTION FROM STA 47+20 TO STA 47+43.29~ 8/96 J.A.L. ~ "AS -BUILT" 9/95 J.AL ~ADDED SHEETS 31 El 32 NOTE: FOR STA 41•43.29 TO STA 51•63.00 SEE SHT 30 STATION 41•20.00 60+20.00 60+20.00 73•00.00 73•00.00 86•00.00 86•00.00 93•30.00 93•30.00 /03•6332 EXISTING PAVEMENT THICKNESS LOCATION AC 19th ST 6' WHITTIER ST 3.5' WHITTIER ST 6' WHITTIER ST 2.5' UNK "AS -BUILT" l:o BASE 6' 6' 4' 4' . UNK C-3004-J 8/95 J.AL 1 REVISE ALIGNMENT a,,.,,,, APPROVED 1----+----t=~~---------f,"-&-"'·f0~-"'-!~5 5/95 J.AL A REVISE PER MCWD COMMENTS ,.,.._ /\.,-1----+--+-Q.:, __________ ~bl~q/q~6 ~· L--4'A .;J:; REACH I -36-INCH WATER TRANSMISSION MAIN A J <;r .. u~s DIRECTOR 5/95 J.AL tiQ.REV!SE PER CITY OF COSTA MESA bl•%$ R.C.E.NO. 3S1S9 3195 J.Al. /1:::,, REVISED TRENCH DITNLS & NOTES ;·;:;--.., ,DATE --="-,.,("c!.+1/2'"6'-------~ DATE ~y DESCRIPTION APP'O DESIGNED DRAWN J. LOAGUE S, PATTINSON REVISIONS CHECKED OATE J. MORENO TYPICAL TRENCH SECTIONS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 15 OF 32 I I --------~ --------I I I I I I ,~ I I I I I I I I -_J _J _ --j If-_I -171 ~ -j I _ _L.._--fll-------f I I 111 I I 111 11 -~-rl -------lll_j I 111 11 I 111 • -. +-. I I I Jl I I 111 I +-g._ ---- -71 ---7ir-l I Ill 11 I I 1 -JJIL_II I I I I W I I I_ I ___ _J l~ ___ _J ST A. 26+44.56 CONNECTION SCALE:½'= /'-(I CONSTRUCTION NOTES 0- REMOVE EXISTING 30' BLIND FLANGE AND 4' BUJW-OFF ASSEMBLY. CONNECT TO EXISTING 3(1 D.!.P. ©-30' X 36' DUCTILE IRON ECCENTRIC REDUCER (FE x FE) 0-36' CLASS 52 DUCTILE IRON PIPE 0--36' (F.E. X F.E.J 22 ½" DUCTILE IRON ELBOW. 0-30' CLASS 52 DUCTILE IRON SPOOL LENGTH • l'-6' • ffi ~-;;~~~;;;~,/;;;·--;;;-;;-;;;;;;;;~·;~;;;~ ~TD-510-L-A MINIMUM BEARING AREA ·64 SF I j ©-______________ ,,._/-./'-..,-.__.._,,..___ _ _,,,~-,,-----~---_,,,.,_.,..___, ____ __,....--,• ~ DUCTILE IRON MJ.CAP ffi~N;;;;;··;~;;;;;;;;~;;:;·~;_,::~:~~-:;;~;;;-;;;_~~;;\) @-30' x 30' x 30' DUCTILE IRON ;~-;-·;;;;:-~:-:-;~;/•"•···, ••• •",,--····· ••• •., •• , ___ ./ @-3(1 CLASS 52 DUCTILE IRON PIPE @--36' (FE x MJJ ADAPTER @-36' (FE x FE) 45' DUCTILE IRON ELBOW KEY NOTES EXISTING 24' VALVE STRUCTURE PER THE GROUNDWATER DEVELOPMENT PROJECT 30-INCH WATER MAIN RELOCATION SANTA ANA RNER COMPLEX WIDENING PLANS, CONTR/CT NO.C-2655A EXISTING ANCHOR BLOCK EXISTING CONCRETE VALVE VAULT EXISTING 24' D.!.P. EXISTING 24' x 30' ECCENTRIC REDUCER I 4 ffi I> i I> I> I> ,, 6 ,} ' " I> I> ·I ,,. t> i ~ ' t> ' ' . • [!. . I /!. , . t I> " I> ' I> t> I , t> I> ' I> \ ---',L_____ •• --_-••• __J ••• ·-·-·-·-t-·-·-·-- Lr \, l I> ,,_ t> !' ' I . ,,. ~ ' i " ' ~ ll > / PUMP ST AT/ON OUTLET LINE ffit_ TEE DETAIL AT STATION IOI+ 85.25 ~----~-SCALE:½"= l'-0' •-. ---~-,,. ··-·-~--·-.,. ·--•1.,__,_ ---. __ ,,, ,... --- l '"i I '·-' ' i ·-·-! \ i ' I ( \ ' ! I> I> 6 6 6 I> I> I> I> I> I> i> I> [> t> ,, b I> ' 6 6 6 6 I> 1> I> b I> I> I> [> i> I> i> ' I> I> I> I> 6 ' 6 ' ' 6 ' 6 I> I> I> I> I> I> I> i> [> i> I> I> 6 I> i> [> b I> I> I> I> ' 6 " I> I> I> I> I> 6 I> I> ,, i> [> I> ' 6 ' NOTE: PULL TWO JOINTS ON EICH SIDE OF FITTINGS J5g I> 6 I> I> b I> I> 6 I> I> I> ' 6 , 6 I> I> I> I> I> ----------- HORIZONTAL POINT OF INTERSECTION, ST A 100+68.00 2 D. • 6( 08' 5g, SCALE:½'= /'-0' REMOVE AND REPLACE PER CMSD STD DWG 5-106 PROPOSED WATERLINE PROPOSED-,., WATERLINE 12 I> t0, CASE I 3' THICK EXPANSIO JOINT FILLER I' SAND CUSHION OR APPROVED EXPANSION JOINT MATERIAL CONCRETE SUPPORT WALL ff:. CASE 2 PROPOSED WATERLINE SEWER LATERAL REMODELING® ffi CASE 3 r~KM CONSULTING ENGINEERS 8/96 J.A.L. M S,,J A.C:.OILJ '1-rs~"f " AS -BUILT" C-3004-J 8/95 J.A.L. 4 REVISE AUGNMENT ;,v~cn, APPROVED t---t--f==;='---------1-'-:'·.'!.:_'.'H~fi REACH I -36-INCH & REVISE PER MC'ND COM"E"TS '·"'"~'T .----i----11-:------~"' ~'"-=-----i:•!:'..'.l<l2_J1!> ~~~~=---WATER TRANSMISSION MAIN 5/95 J.AL 5/95 J.AL 3/95 J.Al. DATE BY £REVISE PER CrTY OF COSTA MESA :;;r 5 0kRc~f.1;i~ 38799 t---~...!..!::c!...!.....~.'.2.'.c==='-'-"~-'-"'"~--_J CONNECTION DETAILS £ REM<NED ENC/>SE!.IENT & DIMENSIONED J.s,.,• DATE ~2"'-4/_,c'2.J,_,l--1!"/6.,__ __ _ . 3/3-o[c:f.5 DESCRIPTION APP'D DESIGNED J. LOAGUE DRAWN S, PATTINSON REVISIONS CHECKED DATE J. MORENO CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 16 OF 32 r- -A---v._ I \ ,..-.. ... ,\ ----.\ .. -.. ... '··------... ,\ "--~-.... REMOVAL PLAN / I / ' \ ' I ! } / I , I I ! I ------------------/ UJ'-CTI~ ' ) I !t.iCONNECTION DETAIL @ STATION /4+92.65 ( SCALE:½'· /'-0' CONSTRUCTION NOTES ®-REMOVE EXISTING 30' BLIND FLANGE CONNECT TO EXISTING 30' D.!.P. @--6' DUCTILE IRON 45' ELBOW WIRESTRAINED ENDS (MJ x MJJ @-6' (MJ x MJJ SOLID SLEEVE ~ EXISTING fl BUTTERFLY VALVE TO BE REMOVED @-6' BLIND FLANGE @-/6' CLASS 52 DIP PER CITY OF NEWPORT BEACH STD-/06-L @r-CONCRETE THRUST BLOCK PER CITY OF NEWPORT BEACH . STD-510-L ·,. ,"",,,,_-~•-----.... H --• ~!6'.,:_f6'_x_ . ?'._PUE!,!:~.l.~~-~-1-E:-.~~1-~--,~~~~-~~~E_I!_._~~~~-:MJ x MJ x FE) £ ~ 6' CLASS 150 BUTTERFLY VALVE (MJ x FE! WfTH VALVE BOX'} 'E AND EXTENSION PER CITY OF NEWPORT BEACH STD-511-L '--..._ ____ ... __ ,. ______________ _,,..._.,_, ....... __....._----.._ ,f @-6' DUCTILE IRON M.J. CAP ~-----------"'--··· -----.• / ©-6' CLASS 52 DIP PER CITY OF NEWPORT BEACH STD-106-L @--30' CLASS 52 DUCTILE IRON PIPE @-CUT EXISTING 6' CLASS 52 DIP AND REMOVE AS SHOWN @-CONCRETE ANCHOR BLOCK PER CITY OF NEWPORT BEACH STD-510-L-D @-JO' (FE x MJ! ADAPTOR @-12' BLIND FLANGE I 13 NOT TO SCALE KEY NOTES 177 CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF . L:..J EXISTING FACILITIES PRIOR TO CONSTRUCT/ON. CONTRACTOR TO NOTIFY CITY IF DESCREPANCIES ARISE. ~- .,.,... ... --. ... --.,,~-----...,,,_ ....... .__, .. ••"<•,.._..,~--...i--·~•"'-~,.., ... --,, __ ~-·--------... .....,........r·---.. ,.--... .,,, ~ ~ EXISTING 30' DUCTILE IRON WATER LINE PER CITY OF NEWPORT BEACH~ L.'.'.:..J PUBLIC WORKS DEPARTMENT PLAN ENTfTLED 'UNDERGROUND UTILITY RELOCATION FOR THE UTILfTIES YARD EXPANSION, PHASE I, CONTRACT .. NO.C-2879 DATED DECEMBER 1991' ____ .✓" • /011:f)-, --------------------------------7 ·--------. RIW 16th ST • . ~ '. • . . 6" LATERAL DETAIL @ ST AT!ONS //+27.63 AND /4+00.00 SCALE: ½' • f-(J' CONNECTION DETAIL @ STATION 103 + 63.72 SCALE: ½" • f-(J' 8/95 J.A.L. & REVISE ALIGNMENT APPROVED ~-5195 J.AL ~REVISE PER MCND COMMEIITS 5/95 J.AL &::,REVISE PER CfTY OF COSTA MESA ~i• un I DIRECTOR fl:,C,E. NO. 38799 CONSULTING EN~INEEFIS J/95 JAL /h,_ REVISE DETAIL AND NOTES DATE 2/Z1 /<PS DATE BY DESCRIPTION APP'D DESIGNED DRAWN J. LOAGUE S. PATTINSON REVISIONS CHECKED OATE • J. MORENO 2 /3 3 12 "AS -BUILT" C-3004-J REACH I -36-INCH WATER TRANSMISSION MAIN 16' PIPELINE EXTENSION DETAILS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 17 OF 32 I I /Oar-"""' . ' • . q • •. • 0 ' v½d ' INDICATES fTEMS TO BE REMOVED MARKER SIGN LOCATIONS 27•00.00 42•00.00 28•00.00 43•00.00 29•00.00 44•00.00 30+00.00 45+00.00 3/•00.00 46•0229 32+00.00 47•00.00 33•00.00 34+00.00 35•00.00 36•00.00 37•00.00 37•3629 38•00.00 39+00.00 39+37.29 40+00.00 4!•00.00 ---------------------+--------------- CONSTRUCTION NOTES ®-¼" 0 MACHINE BOLT.( 3 REQ'D J & BLACK LETTERING. @--/6 G/JIJE STEEL PLATE PAINTED OSHA YELLOW. @--STEEL CHANNEL POST PAINTED OSHA YELLOW. ®-CLASS 560-C-3250 CONCRETE Q-. 12!' CLASS 52 DUCTILE IRON PIPE PER CITY OF NEWPORT v.:::,r-BE/CH STD-/06-L REMOVAL PLAN @-6' (MJ x MJ) SOLID SLEEVE NOT TO SCALE CONNECTION DETAIL @ ST AT/ON /7+3/.44 I SCALE:½'/'-(]' 13 CONNECTION DETAIL @ STATION 9+98.82 2 SCALE:½' l'-0' 13 KEY NOTES @--6' DUCTILE IRON 45' ELBOW W/RESTRAINED ENDS (MJ x MJ! @-EXISTING 6' BUTTERFLY VALVE TO BE REMOVED. ®-6' BLIND FLANGE (if)-16' x 14' STEEL REDUCING COUPLING (CCP x DI) @-REMOVE EXISTING 14' x 12' REDUCING COUPLING. @-/6' CLASS 52 D.f.P. PER CITY OF NEWPORT BEACH STD-/06-L @-CONCRETE THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L @-16' x 16' x 16' DUCTILE IRON TEE WfTH RESTRAINED ENDS (MJ x MJ x FE) ®-6' CLASS 150 BUTTERFLY VALVE (MJ x FE) WITH VALVE BOX AND EXTENSION PER CITY OF NEWPORT BEACH STD-5//-L @-6' CLASS 52 D.f.P. PER CITY OF NEWPORT BEACH STD-/06-L @-CUT EXISTING 6'CLASS 52 D.I.P. AND REMOVE AS SHOWN. §---12' MECAN/CAL JOINT SOLID SLEEVE ~ l2'(M.J.x M.JJII¼' ELBOW @--16' x 12' (M.J. x M.J.J DUCTILE IRON ECCENTRIC REDUCER @-CONCRETE ANCHOR BLOCK PER CITY OF NEWPORT BEACH STD-510-L-D. @-REMOVE CONFLICTING PORTIONS OF EXISTING 12' CAST IRON WATERLINE AS REQUIRED FOR CONSTRUCT/ON PWG CUT ENDS WfTH CONCRETE. @-4' DIA x 5'-6' LONG STD STEEL PIPE PAINT CHESAPEAKE BAY BLUE @-ROUND OVER CONCRETE TO FORM CAP 0 CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION . CONTRACTOR TO NOTIFY CITY IF DESCREPANCIES ARISE. 0 EXISTING 14' CONCRETE CYLINDER PIPE 0 EXISTING 12' C/P ~ EXISTING 3(]' DUCTILE IRON WATERLINE PER CITY OF NEWPORT BE/CH PUBLIC WORKS DEPARTMENT PLAN ENTITLED 'UNDERGROUND UTILITY RELOCATION FOR THE UTILITIES YARD EXPANSION, PHASE I CONTRACT NO.C-2879 DATED DECEMBER 1991 1221 EXISTING 6' DUCTILE IRON PIPE ~-- CONSULTING ENGINEERS 12!' 0.093' • 6' 0 ~ ' a (\J ' <.(l SECTION A '") NOT TO SCALE 36' D.!.P. ~r-~ 12· e 9'-6' -1 MARKER SIGN DETAIL I' R 56 3 CITY OF NEWPORT BEACH UNDERGROUND WATER TRANSMISSION FACILITY.OFF-SET /0-FEET STATION XX•XX.XX NOT TO SCALE 4,5 49)--, CROWN TO DRAIN-~ ' ' ' 17 ~-",--t---+-' • FINISHED GRADE CRASH POST 4 8/96 J.A.L, 6 "AS -BUILT " 8/95 J.A.L '4°' REVISE ALIGNMENT ~"'A'"'' APPROVED 1---+---+'~=-----------!-"-•-"·lo"-'-q~s -~~T r,f,/'1< 5/95 J. A. L a, REVISE PER MCWD COMMENTS 5/95 J. A. L £ REVISE PER CITY OF COSTA MESA /95 J. A. L 11:, REVISE PER NEWPORT BEACH DATE BY DESCRIPTION APP'D DESIGNED • J, LOAGUE REVISIONS CHECKED J. ~ORENO NOT TO SCALE II "AS -BUILT" C-3004-J DRAWN S. PA HINSON DATE REACH I -36-INCH WATER TRANSMISSION MAIN MISCELLANEOUS DETAILS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 18 OF :'52 AS SHOWN ON PLAN AND PROFILE I 4'-(l ' I ' :rRIW ' COMBINATION AIR RELEASE AND VACUUM VALVE PLAN I SCALE: ½' • l'-<J' 61 )---- 2X POSITNE SLOPE SECTION A SCALE, ½" = /'-<J' --- AS SHOWN ON PLAN AND PROFILE ' I ' ' I ' ' I ' ' ! i ' '@ I ' ' I ' ' I ' i i ' ' 8,11 VRIW ' ' I ' ' I ' ' I ' ' I ' i ' ' I ' i ' ' I ' ' I ' 3'-6' DIAMETER \ ,,,,-766 ANCHOR DETAIL 3 NOT TO SCALE COMBINATION VALVE ENCLOSURE DETAIL 2 SCALE: ½' • f'-(l ENCLOSURE HANDLE DETAIL NOT TO SCALE CONSTRUCTION NOTES @ 4' x 4' x o CONCRETE P/lD WITH 6' x 6", @ 4' D.I. 90' ELBOW (M.J.x M.JJ WITH W 2.9 x W 2.9 WELDED WIRE F ABR!C REINFORCING RESTRAINED ENDS @) 36"x 36'x 8' D.I. TEE (M.J.x M.J.x F.EJWITH @) 4' CLASS 52 , DJ.P. (P.E.x F.EJ WITH M.J. RESTRAINED ENDS RETAINER GLAND @ @ 4' D.!.P. CLASS 52 (P.E.x P.EJ WITH M.J. VALVE BOX AND CCNER PER CITY OF NEWPORT RETAINER GLIWD BE/CH STD-511-L @) 4 N.R.S. RESILIENT WEDGE GATE VALVE WITH ® 4' D.I. THRE/lDED PIPE CLASS 125 HANDWHEEL OPERATOR, CLASS 150, (F.E.X F.EJ @ 4' CLASS 125, CAST IRON, 9C! ELBOW !THD x THDJ @ 8' D.!. 9C! ELBOW (F.E.x F.E.J @ @ 4' N.R.S. RESILIENT WEDGE GATE VALVE WITH 2" ½" 0 HOLES ~ 3" O.C~ TWO ROWS OPERATING NUT, CLASS /50.(F.E.x M.JJ @) LOCKING HASP @ 4 COMBINATION AIR RELEASE AND VPCUUM @ 3'-<J' x 2'-6' DOOR WITH HEAW DUTY STEEL VALVE WITH l25LB FLANGES. APCO MODEL /49C HINGES 13 MIN) OR EQUAL @ 2' x 2" x ¼' ANGLE, 3' WIDE (4 REO'D) @ 42'0 SCHEDULE 40 STEEL VENTED PIPE COVER. ® ½" SHIM e, 12' O.C. WELD ¼' PLATE TO TOP, PROVIDE 4 ANCHOR LUGS AT BOTTOM, HOT DIP GALVANIZE AFTER @ %" x 5', 316 STAINLESS STEEL ANCHOR BOLT, FABRICATION, PAINT INSIDE AND OUTSIDE WITH TWO COATS OF 'BLUE GLOSS' ENAMEL PAINT (4 REO'DJ @ ¼' @ STEEL ROD HANDLE. FILLET WELD @) 36' CLASS 52 D.I.P.IRT x P.E.! WITH M.J. TO TOP OF COVER PLATE. RETAINER GLAND AT TEE @ 8' x 4' /FE x FE) ECCENTRIC REDUCER 8/96 J.A.L. 6 •AS-BUILT" 9/95 JA.L. .&. ADDED SHEETS 31 8 32 ~).Jt/l'.D i-15-'15 & 1-f APPROVED 8/95. J.A.L. REVISE AUGNMENT fl,-U,UlfJ./ £Ho-'1s r~KII ~ REVISE PER MCWD COMMENTS 5/95 J. A. L &, REVISE PER CITY OF COSTA MESA 38199 JA.L CONSULTING IL ·""""" OAT[ ENGINEERS J. A. L REVISE PER NEWPORT BEACH '1,,,,. DESIGNED DRAWN DATE BY DESCRIPTION APP'O J, LOAGUE S. PATTINSON REVISIONS CHECKED DATE J. ~OREND "AS -BUILT" C-3004-J REACH I -36-INCH WATER TRANSMISSION MAIN COMBINATION AIR RELEASE AND VACUUM VALVE ASSEMBLY DETAILS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 19 OF 32 " .: z I 0 r 0 ci ~ C"'J ~ ~ 11 ~ Rl ;g ~ ~ ~ ; -< ::! • I " 0 z ~ , §! !:l:l • ~ ~ ~ " ~ 2 "' \l C ~ 0 D z " 26 -------------~-C- 91 ~ ~ ..t.. Q \g1 ~ 18'-0' l;; 1r-1r /; • • -JI • • . • • • -/; • • -" "' "' 0'-'3' l'-7½' I l'-G' : I I l'-0'I /'-3' l'-G' l'-6' 2'-1' 2'-1' l'-6' ®" ~ I-@ 65J-? • ~ 2}.), J/v ~ I__,/ f------'C------H-1-------'"------l ------ 34 ' . 33L____ ____ __. ' ' --' . " ',------!-' ----,I r,::;:;..29 l•-,,"""'111'/=!9"!1 9F~i '3i' / ~---------1 ~ ~~l; ' 11111 ~ -------I I 40 I I ~ -===IIEE;=:1 :1!'~1 !:111 11 ''bll 6'-r l'-0' 9' '3' -------------- -- --1---_y/ ,C\J"r-1---4 II f--1:-,._.,= • ~ I';--' - • ~ ~ I I .~ i ~ t1® I J -I ,[i=,,i~--='--------+---lf--------J- EL 91.64 .cl ' ... ' • , ... , A 26 , a· .• -· ----1>---' - - - -·"' • ' ------------------------------------ ------- ,VI I I~ ffeY.~✓0\ .. ~· .. :~.: • ' • •"' ,a• •• ~ • 'i· 'A• 'A . " ,,, . . . ' . ~ • ~ . ~ /; _,,, _,,, a-·c,:-· ·c,:-· • <> ,-• I I' B ,39 ~ i ~ 21 . • I I 38 i • M _ ,---(JEj) ·'L.....,,-1,........,_~____.____,I 1L------~=--~L-Li _lJ~~'./L '.__,/:;:__ __ J_J__ __ _J'.___1_ c 1 , ,. ,,. i: 1 J L . ) L •1 r 1 • , s, ' - , I • · · . ,,. : I ri : ' I I J7 ! ! 1 i I 38 I ' , ,L-.--', 38 i : I .. i !:--------------------------------~---· ------l~~ ' I ' 35 I ' I 331-------~ I i ! I 37.., -~ ll-----"'-3'_,-(J'-----t~· ✓,------~ cl.. I I ' 4 - VALVE VAULT DETAIL SCNE: ½" ·l'-0' CONSTRUCTION NOTES ®-36' DIP CLASS 52 ( RTxRT ). ®-36' X 30' ( MJxMJ ! DUCTILE IRON ECCENTRIC REDUCER. @-JO' DIP CLASS 53 SPOOL ( PExPE ). @}-JO' BOLTED STEEL COUPLING. @-~;; YYJ:?RT PER ~ET ~L tii} r;;v1 ' ' '-J( l8'xl5' CONCRETE VALVE VAULT, ' __ , .. ) ____ 1 --_ ___, __ / ®-30'x30'xJO' DUCTILE IRON TEE ( FExFExFE !. ®-30' DIP CLASS 53 ( FExPE ). f'i:i\_ 30' CLASS 150 BUTTERFLY VNVE WIHAN[JNHEEL ~ ( FExFE ). ®-8" PVC SCH 80 9Cl ELBOW ( SOCxSOC !. ®-8' PVC, SCHEDULE 80. VENTILATION PIPE. (;;;\ RUBBERIZED MECHAN!CN GLANDS 'LINK SEN' ( TYP!CN ~ AT ALL PIPE PENETRATIONS). r;;;,.___ WALL MOUNTED STEEL LADDER PER CITY OF \.:!J NEWPORT BEK:H NUMBER STD-526-L Cn\_ /2'(J x 8' DEEP RECESSED SUMP WITH C.I. GRATE AND FRAME ~ (ALHAMBRA FOUNDRY A-2020) ®-¾' CRUSHED ROCK r;;;-.,_ HARNESS RESTRAINT ASSEMBLY ST AR NAT/ONN PRODUCTS V MODEL 30-58 OR EQUN. @-30' V/CT NJLIC COUPLING, STYLE 44 OR EQUAL ®-GALVANIZED STEEL PIPE SUPPORT,UNISTRUT P/000 OR EQUAL ffi ®-2' P. V.C. SCH 80 SOLVENT WELD PIPE (CHLORINE SOLUTION). ®-2½'x ¼' WALL STEEL PIPE OUTLET, FUSION BONDED EPOXY LINED. <i!)-30' x %' WNL FUSION BONDED EPOXY LINED STEEL PIPE SPOOL (FExFE). ©-JO' D.I.P. CLASS 54 SPOOL ( FE x SHOULDERED !. ®-30' D.1.P. CLASS 54_ SPOOL I SHOULDERED x MJ ), ~ CONCRETE THRUST BLOCK PER CITY OF NEWPORT BEK:H STD-510-L-B. ~ BEARING AREA DIMENSIONS AS FOLLOWS: TH=J'-6' H=/0'-0' W•/6'-0' @-6' CLASS B CONCRETE COLLAR, 2' BELOW TOP OF AC. PAVEMEN_!.·/""°;i;_ ,· . , , , .. , .• . -_ -/~.. . ,-,.. ,,,..,,-,.,-, ' @fJ;~f;_f#~i~tJ:f!_{Jf_f~A~1tt~tC RA:O A.CC~~S-H~,T: Wl:H ::IN~/ ) @-JO'(FE.x FEJDUCTILE IRON SPOOL -'.__; I 12 KEY NOTES 1251-FOR VALVE vmLT FLOOR ELEVATIONS SEE DETAIL (Ji) 8/96 .J.A.L. 6 "AS -BUILT" r~KIII CONSULTING ENGINEERS ~--<92 I I -,- ' • 44 . . fl SECTION SCNE: ½' -f-0' EL 95.00 A if. EL 87.25 r EL 8552 ---~rr 55.zo----~-------- EL 84.00 • F.F.84,00 F.F.84.00 9/95 8/95 5/95 /95 3/95 DATE ...---TOP OF GRATE EL 83.60 VALVE VAULT FLOOR ELEVATIONS SCALE: ½' •/'-CJ J.AL & ADDED SHEETS 3/ a 32 J.AL B'-,. REVISE ALIGNMENT "'· fll-l~0/1..1 ,-,5-q5 7,~ APPROVED 9-10-q~ J.- J. A. L &::, REVISE PER MCWD COMMENTS Ii::, •/•/•s ~..U-~ "--=1---==-c.=-c.c-'--=-c.------+-',,..,-'-...,-4r UTitflE5--fflffEUOR • c./ol,s , R.C.E. NO, 3B799 J. A, L REVISE PER CITY OF COSTA MESA J. A. L 16 REVISE PER NEWPORT BEACH "-=1--=::'.....'.."'-'-'=-'-'='-'..=-._,--_--==..:::::.:::.:__-1-,..2_,,,.,.:::.:_.:..i DATE ~i.,..i1.cC11/="'"~--- "l rJo q,i BY DESCRIPTION APP'D DESIGNED J, LOAGUE DRAWN S, PATTINSON REVISIONS CHECKED DATE J, MORENO F.F.84.00 2 "AS -BUILT" c-3oo 4-J REACH I -36-INCH WATER TRANSMISSION MAIN VALVE VAULT PLAN, SECTION AND DETAILS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 20 OF 32 T 81 17 STEEL PIPE OUTLET DETAIL (Ji) NOT TO SCALE 22 __ fl._EL 90.0 ¾' /TYPJ VNJLT FLOOR ____ (l_ EL 85.52 q_ EL 85.20 CHLORINE SOLUTION PIPE SUPPORT DETAIL NOT TO SCALE 6' 6' ' ' ' ' 18'-(J' I I ' ' ,,--,1 I I I I ' ' /'-6' I ICf-6' ' 6'-0' ---~ 7l ' I • . I ' I ! ' I I ' • I I ~ ----~----'---- ' ' ' I I ' I I ' I r+---r+---I -w -\:l.1r ' .--------------,-------------7 1---r--------·-I I I I I I ' I I I ,, I ' X )'.) ~t I I I v' , X I'. , ) .., X , I ? ' ,X >( xx ✓x I I I N ✓'16 ' Al\ ~ ✓x "8 I 'I" ' " ",, ✓V vV' l\ "" ' C X I I I • '"" wvx) ,A y X I ' " fY , '< IY'-' ' v-,l\, I I I . ) I ' I I I I ' I I I I ' --1-----r--1------:---------------r -------------------------1---------· --------r----------r- I I I I ' I I I I ' I I I I ' I I I I ' I I I I ' ' I I I I ' I I I I ' I I I ,,-I • ' • = . .. = 'fl I I L---------~---~--___________ :'.J lo ' I I ' ' ' I I ' I ' ' I I I I ' I I I 0 I ' I ' I I ' 1----- ... .. .. .. . . 'i•' 'A•·. 0 'i·• ,;i-:~.-:i, . . ' . . ' ,. ' ,. -----11,0 . • /)-• ' l> • ' t> •• J;, •• l> • ' l> •. " , . I> • ... ' . .. ',. . . '. . ... IOI I ,rV'\ ,r>( )<> ) ) X X ) > I , X ' ) ) X ) ) I /', ) ' ) > • ) I ' > ) \ ' > -------------) ) > I X ),, ) > ~ X X > ' ) ) ' I X • ' ' ix; x, ) ' ' X y I y X X X ',( X PIPE SUPPORT DETAIL 4 NOT TO SCALE 20 ' I ~-------------------------------..J ' I ' ' ~ I 31 VALVE VAULT HATCH LAYOUT 3 SCALE:½" =/'-0' --- ~KIii CONSULTING ENGINEEFIS CONSTRUCTION NOTES (~~ii~~~~~§'?!ii: ___ ,/ ~8' PVC, SCHEDULE 80, 9(J ELBOW ( SOC x SOC J ®-RUBBERIZED MECHANICAL GLANDS 'UNKSEPJ...' /TYPICAL AT ALL PIPE PENETRATIONS) (jJ)--2' P. V. C. SCH 80 9/Y ELBOW I SOCxSOC J. @-2• P.V.C. TRUE UNION BALL VALVE. (jj)-2'P.V.C. TRUE UNION BALL CHECK VALVE. @-GALVANIZED STEEL PIPE SUPPORT, UN/STRUT P/000 OR EQUAL @ • @-30' x ¾'WALL.FUSION BONDED EPOXY UNED STEEL PIPE SPOOL (FExFEJ. @-CHLORINE SOLUTION DIFFUSSER PIPE. @--2 ½', STEEL BLIND FLANGE. <ii)--2' PIPE CLAMP, UN/STRUT Pl/17 OR EQUAL ®---FLAT PLATE CONNECTOR, UN/STRUT PI03/ OR EQUAL @-POST BASE, UN/STRUT P2072A OR EQUAL ®-%• 9 3/6 STAINLESS STEEL EXPANSION BOLT. @--NON-SHRINK GROUT @)--WELDED ST A/NLESS STEEL HEX NUT 2' PIPE ITYPJ @--PIPE SUPPORT ASSEMBLY PER CITY OF NEWPORT BE/lCH STD-522-L (TYPJ @--½" THICK MORT AR EPOXY PAD /TYP) r,;:;;,,___ 2' STAINLESS STEEL PIPE.ONE END BEVEL TO MATCH ~ SADDLE RADIUS (TYPJ a:~~~/2--:GALVANIZEDS7ffi_--;;;;F?J ', -~ _ __,,r{Arr.7:rK:CESS-frlJC;R-WITR SPR1NG ASSISTED OPENING MECHANISM. _ . _ -~----, _ (~--,~3•; 3;-GALVANIZED ;TE"iL:;RA;;1c R;;.Eo ACCESS ~ATCH) " •. / __ ,-~9--~rTH-SPMNtJ-AS9!SIT1J75i:5£1JING /IECH7Ji7sM: -• --. __ / @---3(]' CLASS 52 DUCTILE IRON PIPE @-¾' THICK STAINLESS STEEL SADDLE @---8' PVC VENT ST /lCK, ARMORCAST PRODUCTS CO. MODEL A9002708 OR APPROIED EOUAL VENT ST /lCK SHALL BE BOLTED TO THE CONCRETE PAD WITH TYPE 3/6 STAINLESS STEEL BOLTS. & CONCRETE COLLAR 2'-(J' ~-.,3 35·1----- PVC VENT STACKS DETAIL ~ C-3004-J 8/95 J.AL & REVISE AUGNMENT ~~~ APPROVED REACH I -36-INCH 5/95 ,I, A. l @, REVISE PER MCWO COMMENTS JJ';t's'' ~W,..;~,.,_..,,-=21__ WATER TRANSMISSION MAIN &::, REV/s,r PER CITY OF COSTA urs,• J~~' , . , NO. 5/95 ,I, A. L ,, " "'"' ,. 3/95 ,I, A. L fl:, REVISE PER NEWPORT BEACH DATE BY DESCRIPTION REVISIONS 38199 DATE ~1~1 !is P DESIGNED DRAWN A P'D J, LOAGUE S. PATTINSON CHECKED DATE J, MORENO VALVE VAULT DETAILS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 21 OF 32 EL.91.64 EL.90.30 EL. 85.00 •· •· •• •• • [ EL.87.25 • " . .. •· I ' \\// .v11~v_11~ ... . . • • . . . . .. ' . 4'-6' EL.90.64 EL.87.25 SECTION 8 SCALE: ¾' • f'--(J' 0 . ' . ' ' .. .. • I -- -----+------~- I SECTION SCALE: ¾' • l'-0' .. • .. • • \ ~ \\ \ \ .. • =n EXISTING SURF /JC£ ~ (f_ OF PIPE 5-0.0000 /! 6' 6' 6' (r EL•87.25 ------------------ 8 (r EL'85.52 re_ EL·85.20 SECTION C NOT TO SCALE 0 ~-CONSULTING ENC.INEEFIS CONSTRUCTION NOTES ©-4' CLASS 125, CAST IRON CAP (THDJ (j§J--1NSTALL 4' x 38.75' REDUCING FLANGE WITH 4' BLCNI-OF F. @--4' N.RS. RESILIENT WEDGE GATE VALVE WITH Z' OPERATING NUT CLASS 150,(FE x MJ). @--30' BOLTED STEEL COUPLING. _, ~t~l~E ~UP~O~~ -~ER,l]Rf!l._ ® /,4, ~18~ 12.· CONCRETE VALVE VAULT, ~,,....------~ -~'----------._/---. ~ .. ..._,,, ... ____ ~__,..,,.._,./ _, &--30' DJ.P. CLASS 54 (FE x PE). ®--30' CLASS 150 BUTTERFLY VALVE W/HANDNHEEL (FE x FE). ~8" PVC, SCHEDULE 80, VENTILATION PIPE. @--RUBBERIZED MECHANICAL GLANDS 'L/NKSEAL' ITTPICAL AT ALL PIPE PENETRATIONS). @-wALL MOUNTED STEEL LADDER PER CITY OF NEWPORT BE/JCH STD-526-L. @---12: !J x 8' DEEP RECESSED SUMP WITH C.I. GRATE AND FRAME. ( ALHAMBRA FOUNDARY A:-202.0J @-¾• CRUSHED ROCK. @--HARNESS RESTRNNT ASSEMBLY ST AR NATIONAL PRODUCTS MODEL 30-58 OR EQIJAL ®--4' D.I. THREADED PIPE CLASS 12.5. @--4' CLASS 12.5 • CAST IRON, 9(J ELBCNI (THD x THDJ @--z P.V.C. SCH 80 90° ELBCNI (SOC x SOC). @--z P.V.C. TRUE UNION BALL VALVE. @--z P.V.C. TRUE UNION BALL CHECK VALVE. @--GALVANIZED STEEL PIPE SUPPORT, UN/STRUT P/000 OR EQUAL.® @-2.' P.V.C. SCH 80 SOLVENT WELD PIPE (CHLORINE SOLUTION). ®--2.' P.V.C. SCH 80 UNION (SOC x SOC). @--2½" x ¼' WALL STEEL PIPE OUTLET. FUSION BONDED EPOXY LINED @--30' x ¼' WALL. FUSION BONDED EPOXY LINED STEEL PIPE SPOOL (FE x FE). @---CHLORINE SOLUTION DIFFUSER PIPE. @----2.½•, STEEL BLIND FLANGE. @---6" CLASS B CONCRETE COLLAR, Z' BELOW TOP OF AC. PAVEMENT. ,_ ~ 2.-2' P i.C:-.~CH-8-0,£APS. . _ _ __ ~ -, f & ~B'x 12· GALVANIZED.STEEL TRAFFIC RATED_'. l.!:, __ ~-,!Jf;(}~ WFFl-r~ ~SlSTEB-fJPd.llNG MECHANISM. (,,,...~----..--...... -----------------------------------~ .,_'---./_.-··-.._ __ .. ~----~---------.,_,.,,.---, ___ ,_ """ & ~3'x J' GALVANIZED STEEL TRAFFIC RATED ACCESS HATCH WITH_·, l _ _,, __-.. ,_.,.--SE'RIN-8-KsSl&Ef!-~M[f;H1ffllSl,f:.,.,...,--__ / --"• ----------_/ KEY NOTES 0-EXISTING A.G. PAVEMENT REMOVE AND REPLACE AS REQUIRED PER CITY OF NEWPORT BE/JCH STD-105-L §-PROPOSED FINISHED GRADE ~ PROPOSED 30' STEEL PIPE PER CITY OF NEWPORT BE/JCH UTILITY DEPARTMENT PLANS ENTITLED 'GROUNDNATER DEVELOPMENT PROJECT UTILITIES YARD EXPANSION, PHASE2. 16th STREET PUMP STATION, CONTRACT C-2.961-8' IE)--2. -Z' PVC SCH 80 CHLORINE SOWTION PIPES PER CITY OF NEWPORT BEACH UTILITY DEPARTMENT PLANS ENTITLED 'GROUNDWATER DEVELOPMENT PROJECT UTILITIES YARD EXPANSION PHASE 2., 16th STREET PUMP STATION, CONTR/JCT C-2.961-8' ~ 36' R.CP. STORM DRAIN PER CITY OF NEWPORT BE/JCH UTILITY DEPARTMENT PLANS ENTITLED 'GROUNDNATER DEVELOPMENT PROJECT, PHASE 2, /NTERIM MASS GRADING AND STORM DRAIN RELOCATION PROJECT, CONTR/JCT C-2979 ~ PROPOSED RETAINING WALL (BY OTHERS) 8/96 J.A.L. £ .. AS -BUILT •· 9/95 .!AL £ AOOEO SHEETS 31 8 32 8/95 J.A.L. & REVISE ALIGNMENT 5/95 J. A. L ~ REVISE PER MCWO COMMENTS J. A. L. ~ R£V/S£ P£R CIT'r' OF COSTA MESA J. A. L. fil R£VIS£ P£R N£WPORT 8£ACH DATE BY DE5CRIPTIDN REVISIONS 'llwnw,u APPROVED 1-to-qS' APP'D DESIGtED ~ LOAGUE DRAWN 5. PATTINSON CHECKED DATE J, MORENO " AS -BUILT" C-3004-J REACH I -36-INCH WATER TRANSMISSION MAIN 30' VALVE VAULT SECTIONS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 22 OF 32 I I ..... (IJ ~ "' I u 0:, -u w "' u FLAGMAN 18' X 18' 80 '[_f I Inch " 40 ft. SCALE IN FEET HIGH LEVEL WARNING DEVICE c:i ::::::,. o:1 □-s::c □ □ □ C) ca -.J -s::c ca V) w N a:: • • TYPE II BARRICADE 150' !TYPJ 1~1 19 TH ST 1~1 VJ w N a:: PROPOSED WATERLINE VJ w N a:: • DELINEATORS SP/JCED AT 50 FOOT INTERVALS V) w N a:: CIB 150' 19 TH NORTHS/DE OF 19th STREET AT BALBOA BLVD TRAFFIC CONTROL PLAN PHASE I - NORTHS/DE OF 19th STREET AT BALBOA BLVD ST TRAFFIC CONTROL PLAN PHASE 2 ---- V) w N a:: VJ w N a:: - ~-CONSULTING ENGINEERS FL/JGMAN 8/95 J.A.L. 5195 J.AL 5195 J.AL 5/95 J.AL DATE BY V) w N a:: SIGN LEGEND: C2 ROAD CLOSED C-9A FL/JGMAN GIB ROAD CONST RUCTION C28A STOP PADDLE C288 SLOW PADDLE C36 PREPARE TO STOP RI STOP R/6 NO RIGHT TURN RIT NO LEFT TURN R26S NO STOPPING ANl'TIME £~~ "AS-BUILT" .,. 4 REVISE AUGNMENT s,,.,,.t.i>~ -le>-lt.l .&,_ REVISE PER MCWD COMMElfTS J -~jltJ,SA •Ml~s /t;_ REVISE PER CITY OF COSTA MESA -~l&l~s ill REVISE PER C(IY OF COST A MESA DESCRIPTION APP'D REVISIONS CIB VJ w N a:: SUNDANCE DR. 0 ~ PARKCREST ~---<Cl8 APPROVED Lm~~ R.C.E. NO. 38799 DATE :z. I :Z7 )15 DESIGNED DRAWN J. LOAGUE S. PATTINSON CHECKED DATE J. MORENO DR. "AS -BUILT" C-3004-J REACH 1-36-INCH WATER TRANSMISSION MAIN TRAFFIC CONTROL APPROACH 19th ST AND BALBOA BL VD W-5232-S CITY OF NEWPORT BEACH UTILITIES DEPARTMENT SHEET 23 OF 32 TIW'l'ICl.11111 f•l·H 40 80 I SCALE IN FEET I Inch " 4 0 ft. CIB DEL/NEATORS SPICED AT 50 FOOT INTERVALS FOR STRAfGHT-A-WAYS DELINEATORS SPICED AT 25 FOOT INTERVALS FOR TAPERS NOTE, CLOSURE OF PARK CREST DRIVE AT 19TH STREET WILL REQUIRE VEHICLES TO EXIT TR/CT VIA PARKHILL DRIVE ONTO WHITTIER AVE. CONTRACTOR SHALL MA/NT AIN DRIVEWAY ACCESS AT ALL TIMES. CIB Cl8 /50' PROPOSED WATERLINE HIGH LEVEL WARNING DEVICE X DELINEATORS SPACED AT 50 FOOT INTERVALS FOR STRAIGHT-A-WAYS DELINEATORS SPACED AT 25 FOOT INTERVALS FOR TAPERS X (/] w N a:: • (/] "' N a:: (/] "' N a:: (/] "' N a:: /50' PROPOSED WATERLINE • • V (/] "' N a:: v (/] "' N a:: _L _L [IT] X TYPE fil BARRICADE PARKCREST DR. X (/] "' N a:: (/] "' N a:: X 1/0' X 110' SOUTHSIDE OF 19th STREET AT PARK CREST DRIVE TRAFFIC CONTROL PLAN (/) "' N a:: PHASE 4 SUNDANCE DR. (/] "' N a:: (/] "' N a:: X HIGH LEVEL WARNING Cl8'>---u D . DEVICE X 19TH STREET • to 150' X 150' • Cl8"---- (/] ~ "' N a:: (/) "' N a:: • • • TYPE II BARRICADE • • -------------------------•-- ' ~ . . ---------.----~ ----. ----------. -----------------------------------------------1 • • @ ~ I • • • '&-• • • • • • ... ----___ -----------------------=------------=-=-----=-------==-~ • / i --'-------------- ' ' I f I ,___ _ __.__ _ _,,C I 8 150' -.1.-----------· Cl8 150' Cl8 • X V V X X X X X X ~ __ ,__,_________ --~--.----+--!---, 111 ! 150' (/) "' N a:: ~ PARKCREST ~ DR. a:: 110' (/) "' N a:: 150' TAPER LENGTH NORTHS/DE OF /9th STREET AT SUNDANCE TRAFFIC CONTROL PLAN PHASE 3 ORNE r~KII 8 /96 J.A.L. 6 "AS -BUILT " 9/95 .J.A.L. ~ ADDED SHEETS 31 8 32 8/95 J.AL. ffiREV/SE AUGNMENT 5195 J.AL &,REVISE PER MCWD COMMEl{TS 5195 J.AL ;;,,. •. .,..,. tiD,REVISE PER CfTY OF COSTA MESA ~1!11~ (/) "' N a:: APPROVED I I 1 ' ' !RECTOR ill~ Ill~ I II -.;:q ill I 111lli ill~ 111!::-i 111:r5 111$1 Ill 111 '" R.C,E. NO. 38799 CONSULTING ENGINEE~S / REVISE PER CITY OF COST A MESA •·-DATE __,z,.,_lt,,.,1.µ/,r.;.,,___ __ _ J.AL 315•1~5 DATE BY DESCRIPTION APP'D DESIGNED J. LOAGUE DRAWN S, PATTINSON REVISIONS CHECKED DATE J. MORENO ' l i I POST ~ !/0' EAST OF WHIITTIER ON WESTBOUND 19TH !ICY NORTH OF 19TH ON SOUTHBOUND WHITTIER i '-----1'--(C I 8 ~, AS .. BUILT" C-3004-J REACH I -36-INCH WATER TRANSMISSION MAIN TRAFFIC CONTROL APPROACH 19th STREET CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 24 OF 32 Tlllff ICL OOR &-I•~ 40 • 20 0 40 SCALE IN FEET I Inch = 40 ft. SUNDANCE DR. CJ) CJ) w w N N D cr: 110' cr: /50' ~-------------,--------------)----I \ ---------------------= --= = = ~ -tJ: ~ ~ ~ 19TH ST CI 8 >-----t,-- Cl8 110' NOTE: CONTRICTOR SHALL MAINTAIN DRIVEW/JY ICCESS AT ALL TIMES ~"' . . . . . . . --------------------~~ -------------------------.----------------------JJ ---------------------------------1 ~ -• • • • • i ~ • • 6 • ~ -------~-~--=--=-L ______ -=--~-----------------------<! • ====::---------~-----------------------------------------------------1----t----------------------, r------------------------- ~ -<::( ~ -,---------------------------------J----B------~---------J+--+ l -Y--i--j_ i-----________ -;---=_ -,o~c I s -------7()(]' _______ ---------7 ' ---------------============-----=== ~ -------------------------------------·! ,.,-~ ...... ! --i : I 1 ~II ft21Y IR26Slr--+-111 • • • 111 ! HIGH LEVEL WARNING DEVICE ~ !. 111 ! /ii ! I• ! • ii/ I ' 111 • ! • 111 ! 111 ! ,r ~------------------- -+----<I n 26 sl CIS 111 •! • Ill ! ~-PROPOSED WATERLINE • DELINEATOR AT SPICED AT 50 FOOT INTERVALS FOR STRNGtfT-A-WAYS DELINEATOR AT SPICED AT 25 FOOT INTERVALS FOR TAPERS 80 TYPE ill BARRICADE .IJ=llt:::::i •• I ' . ' I I ! i2~ MATCH LINE SEE SHT 27 SOUTHBOUND WHITTIER AVENUE SOUTH OF 19th STREET TRAFFIC CONTROL PLAN PHASE 6 150' PARKCRES DR. Cl8 1/IY CJ) CJ) w w N N cr: cr: HIGH LEVEL WARNING DEVICE 150' TYPE IT BARRICADES CJ) w N er: : I ' i ' I ' . • I ' • • I ' I ' I of • I ♦ • I ' Ill I ' Ill I • lll>i~ Ill , ' ------~----lR26S • DELINEATOR AT SPICED 50 FOOT INTERVALS FOR STRAIGtfT-A-W/JYS DELINEATOR AT SPICED 25 INTERVALS FOR TAPERS 111CI! • Ill I Ill a:! ~ ~ ~ ij r~KM CONSULTING ENGINEERS 8/96 J.A.L. ~ •• AS-BUILT .. 111 W:-! • lllt,-i Ill I Ill !:J. Ill ::C Ill~ Ill , Ill I ' Ill I ' ' ♦ C Ill ' ' I -------+-----lR26S Ill ' ' I Ill ' ' I Ill ' ------~-~c,a EASTBOUND 19th STREET TO SOUTHBOUND WHITTIER AVENUE TRAFFIC CONTROL PLAN PHASE 5 9/95 J.A.L. -'.5' , AD[£[} SHEETS 31 8 32 'J,.,.a., ~ 9-lfi-!f " AS -BUILT" C-3004-J 8/95 J.A.L. /,;-REVISE AUGNMENT ff',~"'°'' APPROVED ~ a-ro-'1' A ,.,,,_ 5/95 J. A. l ,:,Z:,. REVISE PER MCWO COMMENTS •~/'I< ~ ~ r'-'-'--t~"-,-~~A~~~~~~=~--+.~,,..,~--1 UTrECTOR 5/95 J. A. l ~ REVISE PER CITY OF COSTA MESA •l•f< R.C.E. NO. 36799 l-"'-'-"--1~"-=f--/A~~~~~~~~~~--+-,.~_-'--' DATE _..._,2/~•7"-+b~S ___ _ 3/95 J. A. L ill REVISE PER NEWPORT ScACH •l~I<> DATE BY DESCRIPTION APP'D DESIGNED J. LOAGUE DRAWN S. PATTINSON REVISIONS CHECKED DATE J. MORENO REACH I -36-INCH WATER TRANSMISSION MAIN TRAFFIC CONTROL APPROACH 19th STEET AND WHITTIER AVE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 1!i OF 32 TlllfFINI, OOW Z• I ·11!! \..0 Lu (\J vi" "' N a: -/50' --Vl Vl "' "' N N a: a: -~ 150' DELINEATORS SPACED AT 50 FOOT INTERVALS --'"vi" Vl Vl "' "' w N N N ~ .EC a: -/50' 150' /50' ~ 1-. ______ 1.1. __________ ,.l -----------------------------------------·---+---------------------1--------------------------------------------------------·-----·-----~be-,--+----------------------------------------------------------------------------~-~ ...Jt..ul===='----==------=======================--====================f====---============----======c==:::! cs lLJ • • • • • • • • • • • • • b • • • • • • -i~ :::c: :::c: ~ ----------------------... -• -------• --------. ----. --------------------•------------------------------. ·-. -... -. ------------------.... -. -------• ---------------------•------. ---.. ----------------------•--. -------•. -. -. ----------. -----. :::c: o::i u~ ~ 1-. --------------------:.--··----------------------------------------.----------------------------- ~l.U ~~ ~ ~ ~--------,c--------------,c--------------,s---------------,,--------------------------·---------------------·--,..-----~----------------------------------------·--r-----------------------------------+----------------------•---------------------------------,------------..... ---~ ~ bi X < PROPOSED WATERLINE NOTE: CONTRtCTOR SHALL MA/NT AIN DRNE.WAY ACCESS AT ALl TIMES. 1-- ltJ ltJ a:: bi :t:: ~ ' c ED , 20 0 40 -Vl "' N -°=- -J; "' N a: ~ ( 80 ' I 150' , __ SCALE IN FEET I Inch • 40 ft. -Vl "' N a: -I '<I) LO N a: -/50' ~Vl "' N 0-- WHITTIER AVE -V1 "' N ~ -V1 "' N ~ SOUTHBOUND WHITTIER AVE SOUTH OF 19th STREET -V1 "' N a: - vi w N .,!; PHASE 6 -V1 "' N 0- 150' SOUTHBOUND WHITTIER AVE SOUTH OF 19th STREET PHASE 6 J~~~~ ~\-0 il'q.~ -- 9 11 ,, j,.., ~ ~ $ I~ . , .. ,\, .... .... '',J \\ -~· ' II CIVIL ~ ';: f..~OF c1iS~ -V1 "' N ~ DEL/NEATORS SPACED AT 50 FOOT INTERVALS r~KM CONSULTING ENGINEERS '<I) "' N a: - 8/96 9/95 8/95 5/95 5/95 3/95 DATE J.A.L. J.AL J.A.L. .J. A. l .J. A. L .J. A. L BY /4\ ill ffi ft-, k-., ID, 150' "'AS -BUILT"' ADDED SHEETS 31 a 32 REVISE ALIGNMENT vi" "' N 0-- REVISE PER MCWO COMMENTS REVISE PER CITr OF COSTA MESA REY/SE PER NEWPORT BEACH DESCRIPTION REVISIONS "'· si~4C.Ofl.l 'H:,-q~ .,, APPROVED $J,V~ e-,o-1~ µ . .,..,. ... ..\:-•/•/" r-, OJ ' µ.~f,l{L.r UTI l,~l!EcTOR 38199 vi•/"' R.C.E. NO. µ __ DATE 2. l2J ~!2 ·~•I" ' DESIGNED DRAWN APP'D J. LOAGUE S. PATTINSON CHECKED DATE J. ~ORENO "AS -BUILT" C-3004-J REACH 1-36-INCH WATER TRANSMISSION MNN TRAFFIC CONTROL APPROACH WHITTIER AVE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET U, DF 32 ~ ~ a Q ~ 0 " , 0 C " g C ~ 0 ~ " 0 ' ~ w ,. ~ z _m " ,. C 2l " z j;; ~ ~ z I 0 ~ ~ □ ~ n m 0 0 ~ " w u ~ m 0 ~ " S! '1 ,., z B C z ~ ~ m ~ 0 " n w ~ "' z fTI n ,. C ~ 0 " z -_ii_ ! ED < ; T r SCALE IN FEET I Inch = 40 ft. DEUNEATORS SPICED AT 50 FOOT INTEff.lAJ...S -1/l «> N ';!:. PROPOSED WATERLINE / / I 80 /50' PARKING LOT X PROPOSED WATERUNE 1-LLJ ~ I-V) ~ ~ -1/l «> N c:: - SOUTHBOUND WHITTIER AVE PHASE 6 [J 6'AC BERM WEST NEWPORT OIL GO. SOUTHBOUND WHITTIER AVE PHASE 6 /50' -1/l «> N ~°' 150' WHITTIER A VE - -----6' AC BERM r~KM CONSULTING ENGINEERS -1/l «> N cE" 8/9 J.A.L. ~ "AS -BUILT" 9/95 J.AL. & A,DDED SHEETS 3/ 8 32 150' ~~ -.J -.J LLJ ::c: Q:) t..) LLJ ~~ NOTE: CONTRICTOR SHALL MA/NT NN DRNEWAY ICCESS AT ALL TIMES " AS -BUILT " C-3004-J 8/95 J.A.L. & REVISE AUGNMENT 5/95 J,A.L &:,_ REVISE PER MCWD COMMENTS APPROVED •--<,Jq I«, C\ ,l/., /4'lbr,,,, :::t: REACH I -36-INCH WATER TRANSMISSION MAIN 5/95 J.A.L 5/95 J.AL A -~11.i~ UT11-lir1£S OlREcfoR ££,,REVISE PER CITY OF COSTA MESA •l~/15 I K,C.E. NO. 38799 l---t---+-/6,-,--------------t.;c;::'c=::I OATE Z/~7 /'25 I REVIS£ P£R CITY OF COST A M£SA DATE Bi DESCRIPTION APP'□ DESIGNED DRAWN J. LOAGUE S. PATTINSON REVISIONS CHECKED DATE J. MORENO TRAFFIC CONTROL APPROACH WHITTIER AVE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 27 OF 32 ·r 150' CIB Vl "' N 0:: Vl "' N 0:: 1--------------------------------------A -------~--- HIGH LEVEL vi WARNING DEVICE ~ ~ [_,, i._nR"" ,I':---) .. N-~0-,R-T..::HB,=O:::,U-N.,.D-¥- ~~--TAPER LENGTH /50' Vl "' N 0:: NOTE: CONTRACTOR SHALL MA/NT AJN DRIVEWAY ACCESS AT ALL TIMES. ! © ( ( '1 ' 40 80 I I SCALE IN FEET I lnch "' 40 ft. HIGH LEVEL WARNING DEVICE Cl8 ~ 1/l "' N 0:: PROPOSED WATERLINE [i] • • • • • ----•---------------------•----------•--------- -••-••-••-·•-••-••-·•----------+ ---V I---------------------... ---------------------------- [fil 88 NO RIGHT TURN ~ NO RIG/ff TURN ~ (SOUTHBOUND ) TRAFFIC TYPE II BARRICADE WHITTIER AVENUE @ SOUTHSIDE 17th STREET INTERSECT/ON TRAFFIC CONTROL PLAN PHASE 6 i f f--. V) :E: I'-.... - NORTHBOUND TRAFFIC • I . ·• I ' I ' • ! • ~ I ':Q ' ' •· • I I , , I ! i ~ •i Vl "' N 0:: Vl "' N 0:: Vl "' N a: • • • • ---------------------------------•------------- --......_TYPE I I BARRICADE I -------'> -- 150' Vl "' N 0:: I PROPOSED WATERUNE ------------------------------------------------------- ---------------------------------------Q __________ _ I ! I icZO'Joolc2~i i • --~~ 2 SIGNS EAST BOUND TRAFFIC WHITTIER AVE DEUNEATORS SPICED AT 50 FOOT INTERVALS FOR STRAIGHT-A-WAYS DELINEATORS SPACED AT 25 FOOT INTERVALS FOR TAPERS • • f--. V) :E: I'-.... - I • WHITTIER AVENUE @ SOUTHSIDE 17th STREET INTERSECT/ON Vl "' N 0:: TAPER 150' TRAFFIC CONTROL PLAN PHASE 6 150' . . . - CIB • • ---------------------------------------•------------------------------------------------------------------------------------ ' I •• I ' I ' !. I ' I ' !• I !• I ' I ' • ' I • Vl "' N 0:: ---<CI 8 >--~ WHITTIER AVE IF~KII CONSULTING ENGINEERS 8/96 J.A.L. ,&:, •• AS -BUILT" 9/95 J.AL & ADDEO SHEETS 31 8 32 8/95 J.AL 5/95 J.AL 5/95 J.AL 4 REVISE AUGNMENT fr:. REVISE PER MCWD COMMENTS A -~w-~REVISE PER CfTY OF COSTA MESA •l•l•o- APPROVED R.C.E. NO. 38799 5/95 JAL A J DATE ~z=/•~1...,l,s~---ill REY/SE PER crrr OF COSTA MESA ~1 .. 1•• ' DATE BY DESCRIPTION APP'D DESIGNED J. LOAGUE DRAWN S. PATTINSON REVISIONS CHECKED DATE J. ~ORENO "AS -BUILT " C-3004-J REACH I -36-INCH WATER TRANSMISSION MAIN TRAFFIC CONTROL APPROACH WHITTIER & 17th ST CITY OF NEWPORT BEACH UTILITIES DEPARTME~T W-5232-S SHEET 28 OF 32 I . ·-====;==::;:::=:+==''=====t================l:=== I • • I ~.-((j 7rr====-.-= .-e== • ======== --•--------~--------------------~---------·---------• ~ • ~ /6" PIPE LINE TYPICAL LATERAL CONSTRUCT/ON PLAN NOTE: CONTRICTOR SHALL MAINTAIN DRNEWAY ACCESS AT ALL TIMES 150' - -vi" '"' N a:: PROPOSED WATERLINE /50' . 150' 150' 150' TYPE Ill BARRRCADE 36" WATERLINE TRAFFIC CONTROL PLAN 16th STREET CJ TY OF PHASE 7 COSTA JVJ£SA HIGH LEVEL WARNING DEVICE ~ ~ ~ '"' '"' '"' N N N a:: a:: 0:: /50' 'vi" <.O N a:: --/50' DELINEATORS SPACED AT 50' INTERVALS ON STRAIGHT-AWAYS DELINEATORS SPACED AT 25' INTERVALS ON TAPERS Cl8 vi <.O N ~ Cl8 _j ___________ -===;===r==========t==P=R=O=PO=S=E=D=W=A=T=ER=L=IN=E=~=~======-F===========l5=0':::;:;:::;::::::=:::;:;::=::_i_::_;:;i~=======~-=== I. '\. -1\.1 Ill ,- /; • -. 150' 16 TH STREET Vl <.O N a:: - \ I DELINEATORS SPACED AT 50' INTERVALS ON STRAIGHT-AWAYS DELINEATORS SPACED AT 25' INTERVALS ON TAPERS 16" WATERLINE TRAFFIC CONTROL PLAN 16th STREET PHASE 8 -v, <.O N 0:: TYPE Ill~ BARRRCADE 1\1 • IA F~ICII CONSULTING ENGINEERS 8/95 J.A.L. ,/4\ •• AS -BUILT" 9/95 J.A.L. & ADDED SHEETS 31 lJ 32 "AS -BUILT " C-3004-J 8/95 JAL & REVISE AUGNMENT ~~ APPROVED REACH I -36-INCH £ 5/95 J. A. L REVISE PER MCWO COMMENTS 5/95 J. A. L ;k-, REVISE PER CITY OF COSTA MESA '~i'" ,.u. .);,,-.--± WATER TRANSMISSION MAIN t---t--t--------------+.J.~,-~I -,....-.1 =or1"'-uliil1t'?lil-RE;;;;CT~OR~="----t--------------------.1 ~ ·~· R.C.E. NO. JS799 TRAFFIC CONTROL APPROACfl J>,_,.. DATE 2.J~11~s 16th ST 3/95 J. A. L 16 REVISE PER NEWPORT BcACH DATE BY DES CR IP !ION REVISIONS ,[..,,,. APP'D DESIGNED DRAWN J. LOAGUE S. PATTINSON CHECKED DATE J. MORENO CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 29 OF 3 2 ' I I 1----~ ---t- 20 ----+·------ ·-· - -• -· --·--t-- __ ,,___ --+ ------------- 0 ,o SCALE IN FEET I Inch " 40 ft. ·- -+-------· ·-"" -· --· 19+00 I --!--. -·-------- ·--I---- BALBOA BLVD >------ 20+00 r WIDE STRIP, CfTY OF NEWPORT BEN:H. ---· --I---- ~ 21 +00 BN:KFILL SHALJ.. BE PER STANDARD SPECIFICATION SECTION 306-IB EXCEPT THAT RELATIVE COMPACTION SHALJ.. BE AS SHONN BEDDING SHALJ.. BE PER ST ANOARD SPECIFICATION SECTION 306-1.21 EXISTING BARRICADE. REMCNE AND REPLJCE AS REQUIRED FOR CONSTRUCTION CfTY BOUNDARY EXISTING 12' VALVES EXISTING FIRE HfDRANT ASSEMBJY PER M.C.W.D. STANDARD DRAWING 4 ------ 22+00 -- --------- 23+00 --+-- ... ...)... ... -_-- -.-· ----,__ --- ··--------+----t--1-- - 24+00 PROFILE SCALE• HORIZ. VERT. I' =40' I ' =8' -·- ·-- ------r-- ---- . . ------------.. ----------- ---------,___ --• -----·---t----- t .. ' -----. -··------ --------1·--·-·--t---,-.,---·---·---__ ,, ___ _,__ -+--{----.---· -·---"" -·· 25+00 / • ; ( ( ( I I ( ~/TRENCH <o to i r CONSTRUCTION NOTES: 8/96 J.A.L. 1£ "AS -BUILT .. 9/95 J.AL. I ft\ ADDED SHEETS 31 8 32 CURVE DATA ~ 8/95 J.AL fa\ REVISE ALIGNMENT 5/30 J.AL £ REVISED PER MCWD COMMENrS 5/30 J.AL if:, REVISED PER CITY OF COSTA MESA (,-- - 12' I I I I ~ I I I I I i I I i I '.l'.--r~) 12' PVC 45@]~ ~@][2] 36' D.I.P . 45@](:2] APPROVED UTI~ DIRECTOR • 17 .. I 5 ' ', "AS -BUILT" C-3004-J REACH I -36-INCH WATER TRANSMISSION MAIN t---,------,-~---.--------1 ~ffl ... _JJ"~'I NO. 6. R L T @ 4' 08' 31' /638/JO' 119.62' 59.23' ~ ;"~ r~KM CONSULTING ENGINEERS , J & /1!> j R.C.E. NO. 38799 rs~/~28;-r-:,. r-::.TA7,,, ~NE;;;w;;-;;;,z-~w:A;;:TE;:;;R;;-;LIN;;;:E;:------iJ~. ~;;1 DATE 21 :z.1 ,~ ::, /Jo r'l'5 12' MCWD WATERLINE RELOCATION DATE BY DESlRIPTION APP'D DESIGNED J. LOAGUE REVISIONS CHECKED J. MORENO DRAWN S. PATTINSON DATE 1/12/95 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 30 OF 32 l'WSHT!ll,,IQ 2·1•te to ' . - ' • Q_ <.o ' >-'1-I- -- ' /j. -C> r-6" 12" 1211 • r-611 6'-f' 4'-4' 3'-4" r-0' ,-------------------------------------------------1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / ,---J~~~~~~~~~-'"---------------+------~~ I I I 35"@ HOLE !VERIFY) I I I I I I I I I : 4'@ HOLE !VERIFY! : + +--+-__,_ _ __,__ _ ___,_ I 4'@ HOLE !VERIFYJ I I I I 12" /J HOLE !VERIFYJ I I L _______ -J-_ I I I I I I I I I I I I I I I I I 12'@ x 8" DEEP RECESSED SUMP WITH C.J. GRATE AND FRAME !ALHAMBRA FOUNDRY A-2020) -~----------------------------I Ir-------------------I I I I / I I I I I I 35"@ HOLE (VERIFYJ L __________________________ _ I I I I I I I I I I I I I I I I I I I I I I I -l-----_____________ I I I I I I I I // I ~--+---35" 0 HOLE (VEFI.IFY! : '----____,, ~FOR CORNER DETAIL L _ - - - ------- ---- - - - - --- ------ - - --- ---- - - - ---- - - - ---_ J SEE ® 6'PVC OPEN BULB TYPE WATERSTOP PLAN SCALE: ½" • l'-0" 40 x D WALL_., r--1 /o C, !:; {> • STRUCTURAL L'" OR FOOTING HORIZONTAL 7 AR MAY BE CORNER B USED WIT BARS IN L H STRAIGHT /EU OF HOOKED HOR!ZONT AL BARS IN WALLS ONLY .. TWO LAYERS OF REINFORCING TYPICAL CONSTRUCTION JOINTS I BAR BENDS AND LAPS IN CONCRETE 2 NOT TO SCALE X NOT TO SCALE X ' ELEVATION VARIES PER _C_ STREET IMPROVEMENT PLANS ,-~--------------------------,------, r----r------~-7 I I I I I I I I I I I I I I I I I I I I I I I I -<-----f--f---------------------------+-L __ _J_f-------f---, 22 : I I I I I EL. 90.30 "8@ 9•0.c.~ EL. 87.25 "8 @ 9" o.c. EL 85.06 I I I I I "5 @ 12" 0. C. (TYPJ FOR TOP SLAB AND NECKING SEE SHEET 32 #5 @ 12" o.c. El. 90.64 ~H+ 2½" CLR 2½"CLR EL. 84.06 EL. 84£J6 3'-6' ~--------- 1 I I I I --t----1--+ I a I I J_ -f- I I I I I "4 @ 18" o.c. • SECTION ~ (\J SCALE: ½" • l'-0' ~~ SYMMETRICAL ABOUT lj_ 's AS • AREA OF REINFORCEMENT 4 D/,t,GONAL BARS ~ •4 -3' LONG \ TYPICAL \ NOTES: I. CUT NORMAL REINFORCEMENT 2" CLEM OF OPENINGS 2. SECTIONAL AREA OF ADDITIONAL BARS, ON EACH SIDE OF THE OPENING IN ONE DIRECTION (AS; OR AS2 JEOUALS ½ AREA OF CUT BARS OF NORMAL REINFORCEMENT IN THAT DIRECTION 3. ADDITIONAL BARS AS/ AND AS 2 TO BE PLACED: BAR a SIZE GRADE 60 4 15 5 21 6 24 7 27 8 36 9 42 JO 48 NOTE: a UNITS ARE INCHES a! AT ll. OF WALLS OR SLABS WHERE ONE LAYER OF REINFORCEMENT JS PROVIDED. I I I " I I _I ___ I __ I I ,~! I i ADDITIONAL BAR AS2 + -~-~--i t>! AT EACH FACE OF WALLS OR SLABS WHERE TWO LAYERS OF REINFORCEMENT ARE PROVIDED. -+---j- ----1 1 I I I i I \I; I I i '--ADDITIONAL BARS AS; :f4~fESS/WjA(~ ~ ,.~ ~-l ;(6'<%~ • r~KM ~ • ~ i?: ..... .• ~ ~ ·~. 5§:/, I1 CONSULTING " Exp;"'G!J0/97 */, • ENGINEERS ¾1, CIVIL ~~"'° ~ c~\.I~ 4. ADDITIONAL REINFORCEMENT SHOWN AS SOLID LINES NORMAL REINFORCEMENT SHOWN AS DASHED LINES ADDITIONAL REINFORCEMENT AT CIRCULAR OPENINGS 12" OR LARGER NOT TO SCALE 3 X 8/96 J.A.L. ~ •• AS -BUILT" 9/95 J.AL & NJDED SHEETS 31& 32 ,. AS -BUILT" C-3004-J 8/95 J.AL 5195 J.AL 5195 J.AL 3/28 I.T. DA 11:. SY A . ~A,l&'Jer UTILITIES MAt~ACER IACTINCI !£,_REVISE PER CfTY OF COSTA MESA 1,/s/e> 9,C,E.NO. 4621, I>... J-9!~ DATE ______ __ LJ.::,REVISE NOTES & RESTRAIN JOINTS •l••fSo DESCRIPTIO~. APP'D DESIGNED OR~WN .J. LO AGUE S. PAT"I INSON REVISIONS CHECKED DATE J. MORENO REACH I -36-INCH WATER TRANSMISSION MAIN 16TH STREET VAL VE VAULT STRUCTURAL PLAN, SECTIONS AND DETAILS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 31 OF 32 I • ...... "4 ""' 12' 12" ,-----------------7 I • • • I : • • 1 __:_ __ :_ _ ~ _7 ~ r"4 © 10" O.CJ36" LONG) I • I I • I I • I I • I I • I I ' I I • I I • I d I • I I • I • • L I • ~ ----'----I - - - - -_J I C\J l\J I • _ • . • -~ I __i ~-'---~--~-----~--J-r -.11---2½" CLR PLAN FOR 3/ x 3/ NECKING CAST-IN-PLACE SCALE: ½', l'-0" 12" ~~ cj(j C)C) ~~ \Ill \Ill \,() 0::, " " 20'-0" /8'-0" l½"CLR TO__.~ STIRRUPS I 12' --1 ._I_½" CLR TO I STIRRUPS 1----------------------------------------------7 ~-1-----I ,, •~U:t::.t:U:.l::f ~ ' i :-------------------------------~-----f-~~/i *6 © 16"0.C. TOP I -++-+--11---+-+-+~-8=!=1=t=1~t.1 j ~do I #8 1g 8'0.C. BOTTOM 1 ~~ ~ I I I I <llJ <Ill I : I ....,_,-+-+--+-+-+-+-< - -~ ~ ~ I I I I I "6 1g 16" 0. C. TOP : lfi_1-1-f-t-T·T-t-t-f-ti-f-T-t-t---jrt--f-T-tti:t:t::t:i:t:i:l:t-+-t---Jt-f-f_---J "8 @ 8" 0. C. BOTTOM l -I ' ' - - - - - - - - - - - - - - - - - - - - --;,11=!=1:=t=l=+=l=l=l=l-----l----l-__.____j!~ / ! t-t-t-+-+++-t-H : I / I-HI-Hl-+-il-+-i-+---+---+---+---;.l ---1 I r 4! "6 TOP I : I (/0) .. 8 BOTTOM I I I I . I I l I I I I I 1 : I 1-1 "6 @ 16" o.c. TOP . ' I I-I #8 @ 16" 0. C. BOTTOM I 1-+-1-t-1e-+-1-+-+-+---+--+--+-....,I~ I I I I -~--; .--~-1 I I L __________________________________ _ _________ J -/2'-C!' PLAN FOR TOP SLAB CAST-IN-PLACE SCALE: ½", /'-0" '---#4 STIRRUP 1g 8" O.C. DOUBLE TIES V u ' " " """" " " . !'-JO"± HT NECKING !'-G"THK TOP SLAB 1/-~ESS/ON4~ ~ ~..,_ ~-l0-4.i> __ --~ •• ,~'fl,-!§> '?' i!-'c ·"'\,_·WI ~ !12 • "' , No.-~ 5!lJ! •, I \"' ~.p. 6/30/97 "'; ~ CIVIL,~~..,_ (_2r c@~ 12" ' I8'-0' SECTION CAST-IN-PLACE SCALE: ½", !'-0" 12" 12'-(! 12" ~~.___ _____ --------------------.+c-~ 2' -IJ' (TY P) LAP 1-------- ------------- - - - - - - - - - - - - - - -__ --;;:-i I ............. . --• -----------I I ' ~---------'\ --------------," I : • , : \_.,4 @ 10" 0. C. L : • ' I " I I • I 2½" I . , ~ I CLR--i. -' I I I • : : , ' I I. ~211 "CLR I ,I T , I -12 , I I • I I ' I I • I I • I I • I I ' I I • I I • I I • I I • I I • I I • I I' I ':5 I 'I I • I ;-' I ' I I ' I ~ I ' I I • I "4 @ 8' o. c. C\J I • I __,____I' L---~~ ___________ j _______ J 'I ~ I - - -.1. -\.1. --• • • - • • -I -I ~ -.. .. .,_ :"'II. ... ... -- ---- ~-------------------------1----~ d r~KM CONSULTING ENGINEERS PLAN FOR 8/ x 12/ NECKING CAST-IN-PLACE SCALE: ½" • /'-0' 8/96 J.A.L. 16\ •• AS -BUILT •• 9195 J.AL 8195 J.AL 5195 J.AL 5/95 J.AL 3128 I.T. DATE BY /2:,. ADDED SHEETS 31 & 32 11::, REVISE ALIGNMENTS /1:, REVISE PER MCWD COMMENTS M 511'1.IJ~PP:I B·io~'1S liPPROVEO A ,1-.,-.,i~J.'..-r UTILITIES MAMAGER (ACTING) £DREVISE. PER crrr Of COSTA ME.SA •i•I•" R.C.E. NO. %214 A >l>/o;'«J DAfE _____ _ LD,REVISE NOTES & RESTRAJN JOINTS ,1,,r~.- DFSCRIPTl8N APP'□ DESIGNED DRAWN J. LOAGUE S. PATTINSON REVISIONS CHECKED 06TE J. MORENO 12" "AS -BUILT" REACH I -36-INCH WATER TRANSMISSION MAIN 16TH STREET VALVE VAULT STRUCTURAL PLAN, SECTIONS AND DETAILS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5232-S SHEET 32 OF 32 ""'-\,.a 1-J CIT ! i IfUBLIC WORKS DEPARTMENT ~.ROUND ATER DEVELOPMENT PROJECT .__.~NDS_APING OF • MITIGATION AREA • ®= ~~[M] ~~u~~ u~L%~~~~~@~@~ IT¥uL%~[N]=~~L%~G=O ~=~@@~=OJ] ' I APP,'OVED BY : ____________ DATE: __ _ lPUBLIC WORKS DIRECTOR R.C.E.16791 APPROVED BY : ____________ DATE: __ UTILITIES MANAGER R.C.E. 25553 I W-5232-S SHEET 1 .OF 3 . . . ' CITY OF COSTA MESA VICTORIA w > <t: -INDICATES NiEA SHONN ON IJCATION MN' VICINITY MAP NOT TO SOI.£ SYMBOL LEGEND • 0 'ti' D ~ PQ((ER POI£ MNII/Ot£ FIRE HYDRNIT MUER Er/X VN..VE §! al PQ((ER POI£ NICHOR ,Q MONUMENT -x-x-x-FENCE Bl.[£1<.W NL 0 TREE 00 SHRUBBE!rt ..u!L..u.L~~ ASPHN..T PNEMENT : : : : : : : :l :):"::: :l BRIC/I.Will. I -_--_-_-__ I CONCRUE ~/////d 81/IJXNG ORA~E COAST COLLEGE ST. ----EXIST'/NG CONSTRUCT'/ON -----PROPEFffY UNE NEW CONSTRUCr/ON ---Ii.---CENTERUNE ----5----SEWER UNE ---w-WATER UNE ---G---GAS UNE -E--f'Ol(ER UNE -TEL-TELEPHONE UNE _-TV--CNJLEVIS/ON UNE -SP--SPRINKLER SYSTEM b STREU UGHT _ ~ TREES NID SHRUBS ?:WI. '.l.\'v,I/. FINISH GRKJE :;l > ~ ~ ~ Underground Service Alert Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG .,_ Blll(ER ORANGE CO. FAIRGROUNDS \, I- CITY OF RVINE u.c.1. SHEET INDEX SHEET I 2 3 DESCRIPTION rm.£ SHEt::r I GENERAL N<JrES. VIC/NrrY 1,/111', IWD ~BREVIAT/ONS i.J,NDSCAPING OF Mff/GAT/ON NIEA /.J,J/ - ,----- / /' 1 Mff/GK/ON N!EA :J&-/NCH t~,:CH I PROJ ,----, ' ' ' ' I ' ' 19TH ST. CENTER ST. T(TflNf ST. IHrH ST. ----7 ~ I \'--===-=-~/6T~H~Lc:--=:-c:--:=-j_..iST"'.'-------...JL • ,q; ........... h ------------.... _ "' -- 15TH ~ f HOSPff f,L RD. HO/IG MEMORl/>L HOSP ff />L p~IFIC LOCATION MAP ,,,,. ro !l;N£ Ci :,. ii:/ COAST • f --sr ---...: -- HIGHWAY BREVIATIONS K:P ASBESTUS CEME PIPE P.C.C. 8.C. BEGIN CURIE PE C.8. CATCH BASIN PROP. CFT CUBIC FEU HT CONC CONCRETE RCP ll CENTERUNE s DEF DEFLECTION S.C.E. D.I.P. WCTILE IRON Pl E SD DI [JJCTILE IRON STA DIA DINIUER ST.LT. E EAST ST.STA EIEC ELECTRIC TEIE E.C. END CURIE V.C.P. E.C.R. END CURB RETU~N w EXIST. EXISTING N F.E. FI.AIIGED END CNB G GAS LT G.8. GRNJE BREN: GRND /NV.EL. INVERT ELEVATIOI/ STL MIN MINIMUM /J()JID M.J. MECHANICN.. JOINT ' POINT OF COMPOIJND i CURI AT URE PLJ,JN END PROPOSED RIGHT i REINFORCED CONCRqE PIPE SEWER OR S(JIJTH i S(JIJTHERN CliJFORNI~ EDISON STORM DRNN , WATER UNE ST AT/ON STREET UGHr STREET ST AT/ON TELEPHONE VffRIFIED cur PIPE WATER OR WEST NORTH CITY OF NEWPOPJ LEFT GROIJND STEEL MESA CONSOUDATED DISTRICT K:H r- WATER BASIS 0 BEARINGS: ' BASED ON AN INVERSE BETWEEN O.C.E.M.A. G.P.S. POINTfS 6231 AND 6258 LOCATED AT 19TH l WHI TIER AND 17TH l WHITTIER RESPECTIVE Y BEING S 0"119'10' W I EMERGENCY TELEPHONE NUMBERS NIGHTTIME 634-3129 BOJ-325-007 6/1 NJENCY SIJJrHERN CliJFORNIA GAS COMPANY SIJJrHERN CA/JFORNIA EDISON COUPAN'f PK:IFIC TELEPHONE COMPANY CITY OF NEWPOHT BEN::H (tfflUTIES DEPT J caJNTY SN/ff AT/ON DISTRICTS OF ORN/GE caJNTY COMCAST CN31£1/IS/ON UNDERGROIJND SERVICE NERT MESA CONSOUDATED WATER DISTRICT BENCHMARK: DAYTfME 634-JOZB 835-5200 25fH458 6#-JO/I 962-2411 542-6222 I-IDHZ2-4/33 6J/i291 O.C.B.M. NB 5 12 70 ELEV. 110.~17 ADJ 1q7s ' 6#-Jl'ff 962-2411 542-6222 IN THE NORTHWEST PART OF THE INTERSECTION OF MIMOVIA AVENUE AND 16TH STREET132 FEET EAST OF THE CENTERLINE OF MONROVIA, 27 FEET NORTH OF THE CENTERLINE OF 16TH, IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE SLAB, LEVEL WITH SIDEWALK. DATE APPROVED UTILITIES ENGINEER R.C.E. NO. 46214 DATE _______ _ BY DESCRIPTION APP'D OESIGNEO DRAWN REVISIONS CHECKED DATE CITY OF NEWPORT BE/CH GENERAL NOTES ,. 2. J. THE CONSTR'JCTION OF Ail PUBUC IMPROIEMENTS SHAil CONFORM TO THE REWIREMENTS OF THE NEWPOfff BE/CH CONSTR'JCT/ON STANDARDS, STIWDNID SPECIN.. PROIISIONS,DESIGN CRffERIA.STMDMD DRMINGS IWD THE 'STANDNID SPECIFICATIONS FDR PUBUC WORKS CONSTRUCTION". 1991 EDff/0/I NID SUPPl£11ENTS. STATIONING REFERS TO CENTERUNE OF PIPEUNE, EXISTING UNDERGROUND UT/UT/ES ARE SHr.JI/N AS PER IIIA/I.N3l£ RECORDS. THE CONTRICTOR Sl!A/.1. BE RESPONS/Bl£ FOR VERIFYING THE ICTUAI. LOCATION AND ElE'/AT/ON IN THE FIEIIJ PRIOR TO BEGINNING CONSTR'JCT/ON OF THE NE:il F IC/UT/ES. 4. CURB DATA REFERS TO F N:E OF CURB. 5. Ail EXPOSED CONCRETE SURFN:ES SHA/.1. CONFORM IN GRAOf,COLOR AND FINISH TO A/.1. A/JJOIN/NG CURBS AND WA/J:.S, 6. Ail UNDERGROUND WORK SHA/.1. BE COMPl£TED PRIOR TO PAVING OF STREET AND DRNEW,zys, 7. PIIIEMENT SECTIONS SH(N(/1 ARE MINIMUM AND SUBJECT TO REVISION AND APPROVt,L OF THE crrr AS REQIJIRED 81' SOIL TESTS TN<EN AFTER COMPLE:T'ION OF ROUGH GRADING. 8. SEWER.WATER AND STORM DRAIN UNES DISTANCES Slir.JI/N IN PROF/££ AND IN ESTIMATED OUN/Tff/ES NIE HORIZONT A/_ DIST NICES. 9. THE CONT/IN:TOR SHA/.1. 11£0/JEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HO/JRS IN A{){ANCE OF PERFORMING AN'f WORK AT 644- JJII. THE PUBUC WORKS DEPARTMENT INSPECTOR SHA/.1. t,1_$0 BE NOTIFIED AFTER PUCEMENT OF FORMS NID PRIOR TO PI.KEMENT OF AI/Y CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR UN£ AND GRADE ANO COMPNIN3/Lrrr WffH EXISTING CONSTRUCTION. /0. THE W/>LLS AND FKE. OF A/.1. EXCAVATIONS GREATER THAN-15! FEET IN OE:PTH SHAil BE EFFECTNELY GUARDED 81' A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EOIJ/V/>I.ENT MEANS.TRENCHES OR EXCAVAT/ONS l£SS THAN F/IE 15! FEET IN DE.PTH Sl!A/.1. t,1_$0 BE GUARDED WHEN EX/oNINATION INDICATED THAT HAZARfXJIJS GROONO MOVEMENT MAY BE EXPECTED. 11. THE CONTRN:TORrSJ SHA/.1. 0£JrNN A PERMff TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. /0 N30/E FROM CAl:OSHA. C-3004-U LANDSCAPING OF MITIGATION AREA AS A PART OF REACH NO.1 GENERAL NOTES, VICINITY MAPS, AND ABBREVIATIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5232-S SHEET 2 Of 3 ~ ~ 0 > 0 < 0 m ~ " m s < z e C < s ~ 0 a > " 0 " ~ I' ~ ,. i: □ 5 8 :I) " 0 :I) "1 a z I ~ g " ~ □ " z p g " 2l n z - f- CONTAINER STOCK Symbol Botanical Name Salix lasiolepis Salix goddingii Sambucus mexicana Baccharis sa/icifo/ia Common Name arroyo willow black willow '¥texican elderberry mule/at Size 1 gal. 1 gal. 1 gal. D-40 or tall liners SEED,-1.IST Quantity 160 56 27 245 ' Botanical Name Common Name,,. western ragweed Pounds per acre• Ambrosia psilostach ya Plantago insularis woolly plantain Artemisia douglasiana mugwort Aster subulatus var. ligulatus slim aster Euthamia occidentalis western goldenrod • Indicates pounds of pure live seed -- 8 30 3 1 ' 3 "'\ I Comments ---: -, ic=L - space 1 O' on center 12' o.c. 12' o.c. 7' o.c. Total lbs. 7 lbs. 1 oz. 26 lbs. 9 oz. 2 lbs. 10 oz. 14 oz. 2 lbs. 10 oz. - - - -- - 7 Salix lasjo/P..nis . 5 Baccharis salicifolia 9 Salix la, iolepis 23 BacchariS salicifolia - - 1-, ' ' ' - - -+ ' I I ' --- -- -I - ---i------- -, -+ - - I I - - - i ' ---' - - -, -= ' C- -- 2 2 Baccharis rx1/icifolia \ cc - - '-=-- ' i ' - - - - - - - -+ - - - I - - -- --- 1 3 Baccharis sallcifo/ia GL NN LU2~~~~~,~~o~:::!~ -■-· ' Suite 150 Laguna Hills, Calllornla 92653 ' (714) 837-0404 3 Salix lasiolepis NEWPORT BEACH GROUNDWATER DEVELOPMENT PROJECT Mitigation Planting Plan - ,_ -I - -- - - - - - - -- - - - - ' 5 Salix lasiolepis -..,'{~ 8 Salix fasiolepis -/ ---j - 6 Salix lasiolepis APPROv!:D 1---1---+-------------------t-----j UTILITIES ENGINE.ER R.C.E. NQ._46=2~14~- DATE BY DESCRIPTION APP'D DESIGNED DR~WN REVISIONS CHECKED - - - - -- ,- -- - - -1------ 1 3 Baccharis salic1folia 4 Sambucus mexicana 2 Salix lasiolepis 3 Salix lasiol,,,,..is C-3004-U -~ -~ GROUNDWATER DEVELOPMENT PROJECT LANDSCAPING OF MITIGATION AREA CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTh'IENT W-5?32-c; SHEET 3 OF 3 I ,/_,,Y_,,.-------.,_"- ./ i ' I I \ ' I J