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Home My WebLink AboutH_5090_Sr-----,,---------.--.--:-::-:-::---.------,,---,----------~----------------------'-----------'----------'------------'------------------------------------------'-aAK ER ST. 0 i--:----t-.;;.;_c;'-'-----,--t-2~ • ~ ~ > ~ • " ..:~:J__:,~ ~A-""OA~M~S --~--"A,::v.sEt-;;-; ORAN CE COAST CITY OF COSTA MESA VICTORIA VICINITY MAP l/4 0 l/4 1/2 ¾ 1 "Neiii iiiiil GRAPHIC SCALE JN MllES COLLEGE 1------,c~ SL SYMBOL LEGEND .... 0 "Cf a -0- POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE E--POWER POLE ANCHOR L}, MON UM ENT -x-x-FENCE BLOCK WALL C~ TREE !J"-,'N SH RUBBERY '/ ,v .k.&.&.& ASPHALT PAVEMENT ~.wB BRICK WALK L::::<· ']J CONCRETE I; d i::.c,,..,_""'-'-'"'1 BU IL DI NG EXISTING CONSTRUCTION ----'NEW CONSTRUCTION -·-i-CENTERLINE -··-,-SEWER LINE ---•-w-WATER LINE -. £-POWER LINE -TEL-TELEPHONE LINE -rv-CABLEVISION LINE -sP-SPRINKLER SYSTEM P: STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WAT.ER) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH U.NIVfl!.S11'( BAYSIDE .·:· ..• ~-. _. :.: .·:'. LO.CATION MAP SCALE• I"= 800' NUMBERS NUMaER 1-soo-422-4133 835-3833 I· B00-422-4133 640-2221 962-2411 EXT.241 642-3260 N . .i\ I \ \ DR. . . ,, : . , . . . . ' .. . .. . '. . . . . •' CITY NEWPORT PUBLIC WORKS OF BEACH DEPARTMENT BALBOA ISLAND BRIDGE HWY, BALBOA ISLAND BRIDGE REHABILITATION CONTRACT NO. 2014 APPROVED--~:::....::/~~ .::..::..::..::'.:....:......::a._ • .!..:.~=.=.::.:__ __ DATE JvLY 11 1 /~80 , PUBLIC WORKS DIRECTOR R.E. NO. 12806 INDEX OF SHEETS SHEET 2 3 4 5 e 7 8 9 10. I I 12 13 14. 15. 16 17. 18. I 9. 20. 21. 22. 23 DESCRIPTION TITLE SHEET EXISTING BRIDGE -ELEVATION, PLAN 8 SECTION DEMOLITION PLAN GENERAL PLAN-PROFILE GRADE ELEV. 8 PLAN BRIDGE DECK ELEVATIONS AND DRAINS SOUTH END APPROACH NORTH END APPROACH ~---·--APPROACH DETAILS FOUNDATION PLAN, PILE SCHEDULE AND DETAILS PILE CAP DETAILS DECK SURFACING AND EXPANSION JOINT REPAIRS REPAIRS -GIRDERS AND PILE CAPS PILE REPAIRS SIDEWALK DETAILS RAILING DETAILS BRIDGE LIGHTING PLAN AND DETAILS BRIDGE APPROACH ELECTRICAL PLANS AND DETAILS NEW SEISMIC TIES SEISMIC TIES AND SHIM REPLACEMENT TYPICAL REPAIR DETAILS AND STRUCTURAL NOTES LOG OF TEST BORINGS LOG OF TEST BORINGS EXISTING UTILITIES PLAN BENCH MARK (D BM NB3 16-70 ALUMINUM CAP BM 0CS STAMPED NB 3 16-70; 1.3 W 8 1.0 S. OF SW. CORNER BRIDGE 1D BALBOA ISLAND ON MARINE AVE. ELEV. 6.106 :/ 1970 -1971 ADJ. GENERAL NOTES: I. ALL ELEVATIONS REFER TO MS L 0.00 FT. U.S.G,S. 1929 DATUM. 2. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE 1979 EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AS AMENDED BY THE 1980 SUPPLEMENT . NAIi.. r.lL-1 TIZ 801~ T1 e.0 ~r l-h. ;,z4c,, ( 1/11/1<:>) HORIZONTAL AND VERTICAL C.0~TR0L : '1 I I <;>Pl J::E. 4 Tl iJ b~ T 12 l!:07 ?_, ilt'h per t..-s. ~'24',, ( 1/11/i::;;,) L-------..J.../...l---....L+----------------------------+-,~--------~s1~-•--~ • a ,f\' NAME USA MR. WRIGHT USA MR. GOMEZ ENGINEER ON DUTY MR. ROMAN I " cansult:!nq enc:1_1neers f architects ' PLANS PREPARED UNDER THE SUPERVISION OF= JAMES W. BRADFORD RCE 11106 C-2014 DATE BY DESCRIPTION APP'D. REVISIONS APPRCNED PUBLIC WORKS DIRECTOR R.E.NO 12806 DATE ?-/1-tlo DESIGNED AA. WB. CHECKED J.W.B. DRAWN S.A.G. ~ATE 1·.3 -0 0 ;;I; Cl'. :"I ill ;R::; ...J t,f' . =i r -.... "' ~ SI <O + r $. \I' BALBOA ISLAND BRIDGE REHABILITATION TITLE SHEET CITY OF NEWPORT BEACH /.1-5090-CJ ---PUBLIC WORKS DEPARTMENT SHEET ! 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I • 0 Z:: .d l!!fX/ST E.XF'4NS/ON JOINTS oec1< SL,45 OM!TTIEO rOR CLA,RITY, N !3RID<3E Q,!JA,Ni/TIES ' DIETERICH-POST 2111B .003 FILM ~ T 5'-0'' 5'-0'' :1 1•011 S'·O" @-PI LE:. MARKS' •✓MUD L.I NI: Di::HOi.--:'IOIJ -<SE!:. SH::i:T :> For.:: APP!::OX. QLJAl/TITIES SOUTf--EfsD APPl?OACH -Se:::'. 5Hi::E:T c,, M D · p k0r2TH El-JD APPP-OACH ~ 'SE:c SH!"E"-:" -, u LINE AN.D PILE: Tl clt-VATI01'1S Gli2DEe,e1:..ECAPA.~DPILEf2:t;;PAJl2'5-::EESHEETSi'2~1:l 1----.------,,-----~='""'=....,,.,.._.-----.----..-------------1 "TEMPORARY !:,ARRI 1:1<. RAIL-INOJ (TYPt;. K )-----598 l..f. AVE.RA<1E. EXIGTit,J~ E.ITIMATED Pill: A.VE.J?ACiE EXl!:>TIIJ'i ESTIMATi:D PILE <oTRUGTURAL. GO~CRETI::: ( o 000 P. 6. I.) -~ -3:'>0 C'( MUtJ-LIIJE. Q). PILI=. Tlr-' @ Tlf' aEVATIDr'.@ f->EJ.JT I.Jo. MUO-LII-JE. (!) PILf:. TIP @ TIP EcEVATIONS@ STii?UC.1UZ:AL C:01-.iCICETE: ("!-000 P. G. I,)----'<l'20c.Y ELEVATION I i=cLEY.o:rlO!-J NE:W PILES EL~VATJol.J ELEVATlOi,..f" NEW PILES 8 ,e~IIJF'Of:cCilJ&, '5TE!:L----------l93,000 LBS, t----+=.....,_a...;.:....,,=,1--"=-':..;...;;-=.:.;a..+.;._.;.;...;..;;;;;.;;.;'--11,----F=-';.;..;..=.;.;...-i-:==-.:.:..;;;;.:.;:.....i_.;.;;;.;.;.._.;.;;;;.;;.:_~ ""' S:'.I '5 Vii C ~IE:'$ IJCLU DI UG ABU-:' c11:: IJ TS ---L, S. 0 2.1 -IG:>.0 . -18.1:? II -l&.1. -~4.6 -.34,5 iii DECK t::xPt,IJGIOIJ .JOIIJT::i-----· ---200L.F. 13EIJT f,Jo. .r----;-------t------+-------fl---:--t-------,1-----1------1 !:: '$1 OEWAI.. k: ExPAU:SiOU JOI IJ TS -------'2. Go L. F': ~-1 -11..0 -09.0 n:/1-::,. -14.b -~4-4 -50.0 aeewolZK?HJv!<;ATBF.:IJTU0.2-----1...S, t-----t------t------t------fl------1------t------f--------! ID PROTECTIVE CO?,T!NG, ON EXPOSE.D CONG--39,.6005.F. 'l ~-0 i /.4 -35.';; 14 -1'2. e; -~6,.(7 -05.0 CECK. RESllRFACiN(, -A.C. (IV~")-------890 ,5.Y. ~,BR.IDC]E: NAVIGATION LIC'jHTS AND ·.POWER ' L.S.- 3 ~-~ Ju,.4 -40,€; 1r::, B.4 -to.!:> -Zw.5 1-----t-------11-----+-------fl'-----1-------+------1-------1® METAL. RAILINC1 ON GRIDG,E-----· --··----✓96.L.F. 4 -E,.o -l"!.a-54 0 lee, -4.9 -19 .(/1 -27.5 -• ~ BRIDC,E LIQHT 'OTANDARDo AND LUMINAIRE':l-----?.EA._ !:> $.& -1.1.0 • -oo.O 11 ~-0 l&.1 -'Zi. O F.URNJ5H P.~'oTRl='o'oED C:ONC.RET. E PILE'b-----.302. 4 C.F. i-----;-----+----+-----;1--·--+--------f-----+------1 DRIVE PRE':l1 RE'o'i:>l:D CONC.RETl:. PIL-E'b-------']0CE:A. (p -8. "I -t c,,_4 -ZB.O 16 O.to 18. o -'25.5 1 -II.&> -'l.t:P.o -83.0. l"'T +'Z.b -IS.o -IS.5 . 10 i ,51:.1:'. BID PROPOSAL FOR TOTAL BID PR.ICE. (BID l (i) THROUqH @) AND ALTERNATE BID ITEMS IT£MS -JG.~ -54.t; -::,4.S ZI + 4.5 -J"I.O -I4.0 "I1.:;Jlil-.cl' 't-------._ _____ ..._ _____ .__,, __ ...,.._.,._ ___ --,1'-"-----._ _____ ._ ____ --I . C-2014 APPROVED (i..oaKIN'=f ~c:iUTH) TYflC::.AL E:Xl~TINeg BRIDtSE: &E:~TION \ j 0 Jv1UO Llt-.JE. J:.LEVAJ"IOJ.J? ARE AVER.AaE:. ELEVATJOf...1€, FR'Ol-1 ~oUJ.JDi~ TAKEIJ ~/11. VA!ZIATIOt-J~ lt-J ELJ:VATIONG FIZOM EA<z>T TO i,\JE<;,T AT EACH R:,E'"-lT Llf...JE= ,Z.O'. ® E.X'l'biJtJC,j PILE TIP ELE:YATlol-lS ARE f3,!>.~EO O"-l JC>J'.!"l PILE Dl<.IVII-JL::i F?acOR:"05. @ SEE ;,HEET 9 FOR NEW PILE DATA. NOTE: NEW PILES AT BENTS I THROUGiH 4 ARa DE'i>IGiNED TO SUPPORT ALL VERTIC-AL. AND LATERAL. LOAD5. t'-IEW PILE5 AT BENT':) ~-,~ARE DEol()JNED ro ~UPA?RT VERTIC.AL. AND EARTHQUAKE LOADo THAT ARE IN EXC.Eo'o OF THE oOIL AND 'oTRUC,TURAL C.APAC.llY OF THE. EXl-0TIN61 PILE"J. DATE BY DESCRIPTION APP'D. REVISIONS PUBLIC WORKS DIRECTOR. R.E. NO. 12806 DA ?-(I-de> DESIGNED DRAWN A. A. W. B. S.A.G. CHECKED J.W.B. DATE 7-3 -80 EIALBOA ISLAND BRIDGE REHABILITATION . EXISTING BRIDGE ELEVATION> PLAN a SECTION CITY OF NEWPORT BEACH 1-1-5080-S PUBLIC WORKS DEPARTMENT SHEET 2. OFZ3 i I I \ J l I l' \ t ,, I l I ' I !' I f I I " I 'I i) ii ii " ii ii lf'. 1H11£> Po1z-noiJ OF 3,~Ac.K.Ei"e> ,0 2'EMAIU '°'T DE:CK E:X ,""Ar-JS, IQfJ JO I 1,J"'f<:> . '::>c:E: S>HE:f:.T 'L • roe I..OC.ATIOr-J OF" 13 ri:'. Ac. KE -rs. + I E:Xl<S,i, GJP,PP...:;,i:. I ______ _J i-+----i--;-+---+-i-+-----+-,i-+----+-,..+-<t Ex1-ii1"1iJC; ..... Pli..E<;> TYPICAL BP-_\OGE. St.CT ION LOOKING SOUTH C - \ti \l ;2'.\fj .JI I v~ :Ci' [~ = <;:, -· ~-~ 'S' 0,:: u.J ::,,. ~ tO -~ lli UI If) EXl'::>1, >bWl..!<.HEI.S-.D ,o [2E:MA.lf..J --- -~-- -•-----·~---- P.l.. ~ I [ EXISTING 'SIDE.WALK .$ HANO~AIL TO f?JE. O~MOL/Sl-leD (Ti'R. E:A. SI OE Of e:,p..,J OGE.') E)cl..,,-r. P.ai.l L.l(l·if::t,..P -ro ree:MAttJ • p LAN ~\ P.L. . J. 1"E:><!Poe;:..e;;"y F.?,AJZiZ[E=P-12A.IL11'-i('.::i ~HALI_ lc;i:.. . :::..Ill e'l.AC.::. Pe1oe -ro AUY D:1'-101..1,IOU ,IAIOl':'K Cl"-1 'THAT 5iOE:. fl. l:Xl:ST"!IJG:i e.eI.0G6 HAUDeA11 ... f -S1DeNA1:K OE.tv'IOL.li-101-.1 ~UerJcE ·,a!¼;t,;.L P.>E .. .AF.:> <:,pee! 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AZOl-1? i?ATE IJEW INAl..l._COIJ~Ti2 i.lCTION A'T_-n-+E i--lOJ2.1'H. :-E:iJO; ex l"C>'T I iJCL SI /:li,L&.> ¾l.1..-P.>E. ·12s1.0~eJ?..::ro..J2E.t-1 AJ ;JJJJe:,:::.ft:?J2..'.tlOJ.l :.::O£n!.E~:;.JA.J;;J.;;~,,-'?e:E::..J;;lbJ2.TH ~-: EiJD PETAi i.,P., PV2 t,..IA!..l. t:ia-rA1 lh , S.l<l"?T. l..1"1 Hit;, Ai.2 E -ro P.;;E '?6-l.v'-"""'EI? el P.::>e'COr-'iE _::; IT--( PiZ:?Per.,:r-r -.@ i2E:i-10,./f:; ic>P_OF !a><l'::>ili-.lti hiliJtl v,J.e,.L.L.P., A<;, i2EaLJ I 2EO ..:ro_,Z:,~T~l6J~q;,-roe.Je \/C::NEEIZ. WAL.I.. AiJD . .. .~IIJC:>--... . . . . . @ !2EHOvE 1. PAL.1"1 i'i2Ei=t;, lNi:.'?T '?!DE) AND ,Z PAtM 'Ti2EE0 CEA..'?,-0,DE.L~f!"Al.1"'1 Ti21:e'? TO E:>E Re.MOVED e>Y OTHER'o, • ------··· @ 12E:MOvE o l..liJ· Fi'. 0" ExiST. E:>L.~ WAL.I.. t,JJD FOO"flf.i6 AT EACH 01DE OF P.:,l21D.:£ APP:Z0..6CH .@) IZ5MOv'E. 2" FROM TOP OF l=Xl"oTINC:, Ai:JUTMENT WAL.L.. 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C4,e,LE UI•// T IV I Tl-I Td R Iv /;;t/C Ktt ,E , I TUR# ~dC::KLE ryp,-- I REMA!NIN(q PORTION OF !=Xlf:>TINC;i BRAC.!<./:.i,. --i R.EMAININGf PORT/ON OF EX/'6Tll'IG>/ f5R.AC!<.ET E)(/ST//\IG --- PILE C-4,P < ~-:. :-'.1, ' ·;·:: ' RELOCATE CORE:[) HOLE if . • ;;~-fi?; ! ;,:·_,:~~:_ ·-REaUIREO, TO /1166 EXl$Tl!YG, ._ f?:-;·: .0.'"1: ':~;' [ .. ,_:_. ai;IROER f:.E!NFORCIM<Jr <%,'Jfff!Js.s!Jffft -2 111 c 0 RE.O 11ot.£(TYP) c4e1.e.::; ;::,01N1~ .OE TAil 3 ~!MIL.AR OPP HAND T SECTION Y2il"' tLO'' C;;J,'1/LAR O?f' HAND sfo11 311 (AE>AND. POW!:R) r:} POWeR-1---~ '21 A6ANDOl'1ED Tl:L. ---i--~ 1'2.11 WATER • ~ 1_ 't II =rn ,--7 I I NOTE FOR iURAl6/JCK!,I: D6i,4/t 5 i NOT/:$ 666 61-/G81 IC/ • ' . I PROFOr&.o PACIFIC TELEPl-10 N!:. CONDUIT I i?ANK 11-0 1Lo11 -----. ~ ~- 0 I I I I I I I , I I '> If-. ,, ' " [',.. -" • "" 0- ~ "" 1-- s: ~ • S: --~ ' ' t-- \' ., .. "r-- /' l() ' ~ -'.I \\) ., ' ' ~ ~ th ,t,,o "' r,-... : • ' - I -' ~ t-.:: -,; I '::, \\:. ' ~· ~ "-i -CJn G ' Jr I I j I .' 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' • . ,'-"""' !=-'--:::,0 i=..:-...:::;-b ,-, ~ •• __ , •' ·-' .. .. .. ~ ,• -··. -·,'-' fii 1\J ;::, " . " -~ I I ~ ' I •'i• .• . . . a-== == ~--:-£: ~ . I I . . --. .. . .. I . I . I t-·:} 1.'-:J' 3 .. /-II ___ -o . 0 --. -,,; ~L<t}' TYP. . . . . • ✓ : " . -' C. ,. ' . . . -. . "': --~ .. 4 C ----· --.. ---- BALBOA· ISLAND BRIDGE REHABILITATION NEW SEISMIC TIES LAYOUT a DETAILS crnr Or rJEl!VPORT 3Et1Cl-l J.l-5090-S PUBLIC WORKS DEPARTMENT SfiECT 18 OF 2; ( l \ I ! ', ) I \ \ i \! 1i i- ~ ::, c;:.) ,, ") tg <::i' '-~ I--._ ~. ~ ~·. U) l'f fLAIN !:>A!=\ DOW~!.. ;,/!W CO/IC. ;5,:;1..sre.R "-~ ~ ~. L; i ~ /![4'' ' 8q an 'ff" 811 t!d' A "' "' ---~,,,-"-'"+ ~ I'- i. #EW ;11P 1-1. 5, /30lT (,4$T/'1 A 11/8 GRA.Ot; f.l· IN lfz 11 'P CORc.D HOLE 8 11 /1811 J EB SWA5.fl) f!TTING ANP ST!/() I/ 3/8 I !frd' . I I~ x 0~ 7 II STIit> (Tlr~£'4Pc/J Et,/!/~,; lc/16TII) 3/f/1 I ,:.'V!;J.- ·• ~ .. •;;, : ' .. -. .-.i:_•.,:! 7) -----, ;filil 1iii w.1ililil liii1 rn I I __ .-l'1i!1Jit);1i!J!!!l'J!l!J'.i!l!i!J! IIJ <ii ~ .., ~ :_~. ,,._. ~. L,L _____ :;;, ' "'~ ---.. /'IOTeS: I. Tlte C'ON!R-4C'TOR. Sl-/.4t.t. VeRIFY If{.(. Ocf>cNOcNT OIMENS/0/'I.S Ill T#c /"let.I) tJc;:ORc CJRPERIN(; 0~ ;:11e1e.1 c11 Tt//Ci 1Nr Ml/ rcRl/:/t. • 2, EACII CAet.e UNIT CONSISTS Of O#e CIIBLc lOOf' ....------.( J4M Nvr . .!',4CH£NP, Wilt/ 2 SW,40~0 c/1/DS, OIVE Ttl!e#8(/CKt.c ,4tVLJ J/iM NUTS, E. TIie. TtlRNB(ICKL!: Sh'4.!L. 8£ Tlri#T.fNcO TO 20 Fl LBS, ANO Tllt'N 84Cl(,=0 OfiC l"iS /Jl~cCTEO 8Y ill£" E#0ltf/6"E,f, CABLE -ENO ANCHORAGE NEW ' ' ,· ; : . . -. ."".1: .. , : 13:. . I CONC. 80l5TeR 3 '.. ?. // (F,</R SIDE) /l 711 1! 7'' 0 11 ;! 111 /!. I" I c;," -·--> --1=:__ ' I ~ - . -1 -.... ' -. • -' ., ' .• -l-\t • I· "r..,_•:·_p . ·-, :> ~ .. . v' l . . .. I . , • • ' .. I ~-. -.,, . I .· .. ' . -~ I .,.;-• 3 ,. ·p r-f--~-.:...; ~ s -,--t:i:l ."o I ,.,, o'. • 1 "i-.l , • , • ' I _, ::::: .I : • -:< .• ·,·· * ") ';I----.._, ' • . ' .• . 1 "" I '---.. . . • Q • • •·· ;;,_ . . . L-------J ~ •. ,1 ' 1 V -~ I • i NEiV ;1',f' ',.S~ 80lT(ASTM q, _,,I f A-1"?.3 C;R, Of.: 8-7) IN Jft 11 CORED HC. le ,·. ~·~· j • {. ,. I;.. • --p <. • • ' : ~--• .·. . . . ' ~-' -I. ,· ~, ~-~-'· .. .Q" •• -, ---' -: J, I , ,, - . V .--::-!,_••-:,·-- .• 6.: £) ~ . -' . . I ••• {I . ' ., ~. 7:--: ---~-•::--; ,~ ... ,.,; ~':, .-·",• I ' - . • lXl~T. EX/7 Jo1Nr ; , NEJ111 111 i-/.S, /30LT (AS7M A /CJ 5 GRADE 13-7) //v' / 0 fl<!, CORED 1-/0LE (?-l?BQ'D PIER ,50/.61'5/f') I " II I ' B ' EJ'IST!NG AE>ur11sAI T ~ ~ ~ --, C 4 EX1';r.·"p11,;e-·c,1e- SEc·r10N I i---.~ ci(!ST/Nt; S//IM I/SS<flv1Et.li"S (7~T0Tl/l BTHIN. t°lt.e CA? . .•• 1;' tJIAPll4GM C?R GIRt:>E:R) TO 8/3 RE:MOVE:.O IN SEQUfNCE AS NOTIE:O IN seer.@ : :-----"6-----+r-l-t-, +---+'·---41'----- L---' r ., . I I I I I EXISTING S>HIM ASSE.MBLIE.S TO BE. F<-1:IN STALLE.D IN SE:QUE.NCE. I I I I I I I I ! I I NEW ?ILi:, CAP I I I I· I cXlfT. ?/Le C,4/0 I I r---. r---, BOTT. OF EXIST. ® G/RDBR I ~o'' 1 ,~c/ I . , I [-'11 .1-1' I / \ ii I ' ( i I '. EX./~T: OJ,4PI-/ ~Acti/Vlf;; • \_:..-lJ-___,.--rAODIT!ONAI.. 7'1 ><8 11 ; x REQD. rHf<. PLATe I I i •• I I I SH/MS AS AEG!D. ·L_ : : J -~T--(/EX/ST. ?/LE CAP ·' _ {!:X/P.;f{: f'J/..e I 1-1 A£/NJ'TALLATION OF EXIJ'T/NG J'I-/IMJ' • PlACEEPOXYMOATAP.BETWE.EN " (APTe.A NEW ,PILE CAP HAS' ATTAINE.D 28 DAY STRE.NGiM) EXIST. PILE. CAP ¢ u!AOE:R. (a) CONTf/.ACTOA I'HA,Lt. COMPL/;.TI:. Tl-IE tVORK ON ON/?. S'HIM AS-J'eMblY Ar A TIME. _I fif'£Iq5g'!Jci~SY'.s. TO 8€: REINSTALLcD (b) SEQUENCE. Of WOP.I< (S'I-IIM ASSEM8L y P.,EMOVAL,_ AOJUfTMENT i;5 fl,E.INJ'TI-\LL -5 E C T ION ·@· --·---· AT/ON) J'liALL bE Ar INDICA.Tt:.O: ®)e,®,®1f®• . • 11 1 11 •• ••••• .. _:_. ··~ (c) DR/Ve TEMPORAAY WOODEN fl/IMS' ADJACENT TO EXlfTING f/,//'1 ASS:Y.•S f>fl!OR TO l',f./10VAL, • • / c= / -O • • =,"~ (d) 1/101//lot/ALLY f/EM0/11!. lADJIJ.rr EA. f/111'1 Af.fY. AS INO!CATW IN Of.TAIL (E'\ wj ADDITIONAL PLATE. ~ WE.OGE. PLATE:." Jl{/MS' AJ P.E.QD. S-EE Jc.CT.® , ' V . r.d~"~~~~~'~~ I !I lllllfl1111~ (e) PROV/Of:¢ INJ'TALL 1"~8" S/-1/Mf Of' fl£G)Utf1,ED TIIICXNl:.ff AS INDICATED IN I'eCTION {]J',..~ ,, ,, / r (f) AEMOVE 7E/'1POAARY WOOD!:.N SHIMS'. • '\9 *ADJLIST WEDGE. PLATE TO POSITION SHOWN (~) FILL VOID 81::.TWE.E.N E.Xtsr. PILE. CAP fl EXI.IT-GIAD!:.A w-/E:.POXY t'10P.TAA _ AE,OVE. 'PR.IOP-, TO flACING SHIM A"=>S!:.MBL.y' J"ECTION C DE TAIL _E:_, • ., ~ l;:-i NOT£: UN0E:R GIP-.DE.FI,: . @ }14-11 -;;./1·0' -NO S.CAl..i=, - C-2 014 ~ c--f<l-t-._~../!J· -- __ Pl A lv ---OE TAIL • /, EPOXY MORTAA. SlfALl BE Of PASTE-L!K.E CONSISTENCY¢ ,S/-/ALL Be PLACED 8Y HAND OP. TR.OVvEL 8E.TWl:.EN TOP OF E.XIST- PILt CAP ¢ .e,orroM OF DIAPI-IRAGM OR GIP.,Dl=A.. DATE BY DESCRIPT!ON APP'D. REVISIONS BALBOA ISLAND BRIDGE REHABILITATION I , -------------------. SEISMIC TIES AND REPLACEMENT OF • SH I MS / I I \ ' ( i I f ' f:XIST!NCJ ' Ii EXIST, 50\JND RE:INe, ---...1 !: i" Ii t0 MIN. -,· I SIDE OR 50FFIT RE.PAIR L_ 'L--_ ..:.-.L :_ ;:_ ._L ·-" ~.:.:. L ___ ,/, 1 1'/EW RE/NF. \\ TO REPLACE EXIST. • Re/NF. REMOVE DETERIORAT.ED I CONCR:cTE LAP SEE l\ ® JYP. REBAR REPLACEMENT -I'\ CLR, FR.OM END OF WELD TO EXIST. CONG, 5 FOR GIRDERS $ PILE CAPS ,......_-_, - II i I REMOVE DETER IORATEO CONCRETE If-CLEAN EXPOSED EXIST. RSINF, TYPE © REPAIR TYP. 6/ROER CORNE.R Pl LE. d,. PILE GAP RE:F'AIR NEhl fl RE.1:>A!li: ( <oEi:. NOTE.) NEW 'ltg :REBAR)~ REl=>AR'S f7 Ri:,t:,/\R ('::il:.E NOTE:) NOTE: If N~W ;1=19 e,AR C.ANNOT ol::. W:LDE:D ON BOTH olDE:<o, U<:>E:. NEW i1'7 BAR, TOP AND i:>.?TTOM A,'iD i,JEL.D ONE:. 'ol Di: ONLY TY~ FLARE GROOVE WELD ~ro EXIST. 111 SQUARE REBAR "' rs, \-J , MIN. 50FFIT REPAIR ,yuse WHEN SIDE !<.£PAIR ,f--------➔-!f-,---'---,---· ----➔ El<TENDS f1BOVE SOPFIT RePAIR EXIST. REINF, TYP. GIRDER OR -Pl LE CAP SOFF/T REPAIR cJ i30TTOM OF REMAININC:1 EXISTING CONCRl:Te fY) ./' -~, ~ rs i-~- -~~~;JJ I //,,.-CUT t REMOVE: EXJ<;,TtNCi/ STIRRUPS AS Rl:QUIRED /EXl5TJN~---11"11 ¢i FOR PLACE.ME.:NT OF NEW / STIRRUP 'Z LONG IT, REINF.. REPLACE WITH NEW #5 BARSLJ Ir AND WELP TO EXJ<::,TJI\IG ~.~~--..,,,?--Jill\.03"MIN. STIRRUP A5 /NDJCATEP,' .....____ / NEW #5 STIRRUP REINFORCINC:i FOR TYPE@ RE:PAI RSi MIN, COiZNE,"/ REPAIR i ~ -:~ USE NHeN MIN, f?SPA/R EXCEEDS M/N,--0/MS. ' * <oURFACE. ARl:.A <oHOi,.jN ON '6C.Hf:D'::i oEI=. 'oHT 1'::l i 2 4, I e, - TYP. GIRDER OR PILE CAP (4" CORNER REPAIR /·~:-,-... i (, ~ --~- '•"fl'~-4" ,, j$. lll ~ -. " f:.Xf'CSE. 50% (MIN,) -H-I-:;~\:\~---+-OF F.,AR PERIME:TER' ,,~ • , &)~·,l;("!}f".:.,...../-=---"q--Rl::MOV!::. CONCRETc: AL.ON& ";1 •. '~ v-,;' CRACK A'S 5HOWN 4- -1;;-',r-----=,,'\v / '"" CLEAN EXPOSE.D EXl-:iT. REINF. CRACK} ( 411 ± NE:W 5HOTCRE:TE I IE.FOX'( E,ONDIN0 AGJE:.NT TYF. PILE GRACI< RE.PAIR f 8'\ TYPE. @ REPAIR<;;, \-:::-) ~~· f~•~~,-D"' G DIAS FOR #3 ¢,' sur5PENDED SLAB I@ 5BA/v1S/ GIROeRS UNLESS SHOW!'/ OTHERV\l/SE, CONC. WALLS ¢ SLABS SHALL AS FOLLOWS: BE REINFORCED I o;;:;; 11/2 11 Fo~ #3 D= zn FOR#4 D ~ 2 Yzn FOF(# 5 , I _O= 8_0/AS FOR #9 'If, ,-I 4~__,,,_,_ __ 4D!A.S (Z Vz"MtM.) IB0° HOOK -I , BEND DIA, SAME AS ABOVE 90° HOOK /'~ -;•lf-'-1'.L-· D , ':i'!'Y?::-<o DIAS (2vz"M1r-1) '"\_ _,\)\ = 90° t:,.; 155° · R ~D\:f -\ SMAL.LER LARGER _,...,UNLESS NOTED 1/ OT'HE:,q_W/SE. -' ' - STIRRUPS•$ TIES OTHER BENDS TYF. REINFORCING BENDS Ii I WALLS I t : e A-34" /' I Yz'' -# 5 ef SMALL.ER B "'-2" -41' G ¢ LARGER C -S 0 SLABS . . I COLUMHS, BEAMS, GIRDl='RS CONG. COVER A -/11 B-Z" C-3" : i;,"". ," ; L • • R ,:,•.:._' 61 !11/❖-:.""//l.:~:::)1/ ! , I ~ 3" CONG. COVER FOOTINGS A. NO EXPOSURE TO GROUND, WEATHER OR WATER AFTER FORM REMOVAL. B. EXPOSURE TO GROUND. WEATHER OR WATER AFTER FOR/vi R.El'10VAL. C. CONCRETE PLACED AGAINST GROUND C_ONCRETE COVER FOR ,~EINFORCING STEEL #4 (a) 12 E, W. CENTER OF <b" SECTIONS i #5 (a) !Z E.W. CENTE,"'r OF 8 11 SECTION; #4(8J 12 E.W.E..F. OF to''. SECTION; #5 (a) 12 E.W.E.F OF /2 11 SECT/OH j SINGLE ,Iv/AT REINF. SHALL BE CTR, OF SECT/ON UNLESS SHOWN OTHERWISE. -UNLESS NOTED OTHE!'?WISE ALL WALL RE/NF. BARS SHALL BE CONT. AROUND CORNERS ,f: THROUGH COLU/v1NS OR PILASTERS. ALL RE/NF. ' BENDS ¢ LAPS, UNLESS NOTED OTHERWISE, SHALL SATISFY THE FOLLOWl."-lq MINIMUM Rf.QUIRE/VIENTS _: DETAIL OF REll'--IFORCEMENT #e::, BARS OR # ':) BARS #10 *11 BAR SMALLER BARS BARS SIZE BEND LAP BEND LAP BEND LAP BEND LAP * TOP '25 DIA. 42 DIA. 3'-011 4 1-911 31-910 ", o" 41-011 Ml 3" BARS IVIIN.\1·0" MIi'-/. z.LQ" lO· ,, OTHER 2.0 DIA, 3G DIA, ,ol o" -' 3" 2.'-9" 4'-311 • 3'-311 s'-3? BARS MIi'-/. i'-o'1 MIN. l'-1'.d' L,--:::,- ,is TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT 1'00RE THAN 12 11 OF Ffi:ESH CONCRETE IS CAST 11'-/ THi= MEMBER BE:LOVv' Tf-/E BARS IN ANY S!NC;LE F'OUR. REIN FOl~C E ME_N_T_D_E_TA_I / __ 5_-t@-1_1 -1 C-2014 I STRUCTURAL NOTES GENERAL • 1. THE CUN TRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STA!RTING WORK AND I SHALL IMMEDIATELY NOTIFY THE EN:,ilNEER ----------------_ OF ANY DISCREPANCIES. 2. NOTES AND DETAILS ON THE DRAWINGS SHALL TAl,E PRECEDENCE OVER THE STRUCTURAL NOTES AND TYPICAL DETAILS ON THl5 DRAWINGi. CAST-IN-PLACE CONCRETE J. • !vl INH\i,Ul\/i UL Tl[vv\TE GOIViPRESSIVE STRENGTH Jl,T 28 DAYS AS FOLLOWS: Plt:'E: TIF.::>-AND: PILE CAPS -4000 P .S. I. Pll.1::'o -(()000 P.S.1. ALL OTHl:R COHC,Rt:n: -3000 P .s .1 .. 2. REINFORCING SHALL CONFORM TOA.S.T.M. A6_15 -GRADE 60 3 , 4, 5 - i 6. 7 UNLESS OTHERWISE DtTAILED PROVIDE 1/4-INCH SPACER BARS OR TIES AT , 24 INCHES ON CENTER IN SLABS BEAMS GIRDERS AND FOOTINGS TO KEEP MAIN ' , , , ' , I REINFORCING IN PLACE, NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE UNLESS SPECIFICALLY DETAILE· . --I JOINTS IN STRUCTURES SHALL BE LOCATED WHERE INDICATED ON THE DRAWINGS. REINFORCING SPLICE LENGTH SHALL CONFORM TO THE '::!PioCIA~ .fROViolONo AND A':-INDICATED ON THI: DRAWING<::,. PROVIDE 3/4-INCH CHAMFER AT ALL EXPOSED O)NCRETE EDGES AND CORNERS UNLESS OTHE'lWISE INDICA lE D. SHOTCRETE -• I i 1 . MINIMUM ULTIMATE COMPRESSIVE STRENG TH AT 28 DA_ VS -3000 P. S. I . CEMENT-. 1 . i SAND RATIO SHALL BE 1 PART CEMENT MINIMUM TO 4 PARTS SAND LOOSE DRY VOLUME. -! 2, REINl'ORlli~G BARS SllALL C0Nf0RM TO ASTM A615 GRADE 60, l .~· ' -• ' I -3; -EPOXY--RESIN GROUT SHALL CONFORM TO FED. SPEC. MMM-G-650. -4, ALL REINFORCING WHICH HAS DETERIORATED BY MORE THAN 20 PERCENT OF ITS ORIGINAL EFFECTIVE AREA SHALL BE REPLACED WITH A NEW REINFORCING BAR OF AN AREA EQUAL TO THE ORIGINAL BAR, ' I I I I I i I I I S· . SP 21-- 3 very hord 4.5 21.7 97.9 --·-gray with shells 7.0 25.S b!a1;k SILTSTONE with cloy in fracture joints 11 ,o~~--~--~--~---'-:-,---,--------,-a~-'---'---.1...---' No ground water encountered ' . S· 10· " 10 2 SP t--------.-----11r-·--,..r------i-r---i-r---,--·--,.r--i--E•PAM>IOI< I I ~ "1 -,== e.L."'f,, JOINT~ ,o e>.1.ec.4, ILt.AHC ' 11o'j : ,,; 1··~J. i, 11 i.J!9'~ I i ' i, hi'. o. ', ~I-; "' 11 I Ii"?,-,-F • 1 ~ • ! I I I I ! I I I : ! SUMMARY -BORING NO. lA soturated dense grey-SILTY SAND with shells,sea- blac.k worms, & debris 23 20.8 105.S .42 SAND with shells & some debris 24 19.6 103.9 .66 s 2 I 3 f---t,-o-,u-,o-,-.d+,-ho-,-d-f-do-,.,-k-i-::C.,-tA.,..,-Y:,5 T:,O:cN-:-:-E -,1-o y-.-,,-::8,::-, -"'1-=2•=-• --i BS 32.l 86.6 9.37 10- brown with intermit- to tent layers of gray siltstone 2"-12" 4 50 39.8 73,5 2.1 I IS . SYMBOLS 8·6 " INDICATES APPROXIMATE LOCATION OF BORINGS ,• SUMMARY -BORING 1'10. 2 I very hon! block FRACTURED SILTSTONE 4.0 18.8 1D3.B 17 36.2 79.0 SP 5· . ,o- ' ,s- . . saturated soturoted .. deme herd medium hoed SUMMARY -BORING NO. 2A gray to ton to g,oy I done brown to milky I brown to done brown SAND --·-with shells CLAYEY SILTSTONE (fractured) ---intcrbedded with wnd ---quartz teams in the ll)l;k 21 . 24 24.8 101.9 ¥.:.-t--r-'""'i::::'.'::':'.::f--::::=::i-:;:-:r.-1":.-:-:~~,::-:~~;,=--+-+-+---i==1 ' saturated medium dar,, CLAYEY SILTSIONE hord brown fractured lost circulation may indicate 2.0 fozc:ture~ & void 25- 30- . . ~aturote, hoed • '""" CLAYEY SILTSTONE 5 bn,,m with white 68 45.5 73.5 -20·-'--'----'---~------'-----------'---'--l-~l-__j . 25 • 30- , . 35- , 6 7 . 8 fragile medium hard fragile I specks (sand) --·-thin layers 36 28.8 84.2 2.18 ' 109 34.I 81.8 SILTYCLAYSTONE 32 31.0 83,6 19 40~-'---'----'----'----"----------..L-..L--'---'---' No ground water encoun~ered No ground water encountered No ground waler encountered IJOTE.: THE 0A7A Pl<'ES:::fJTED OIJ T+iE.<SE Wl21iJ6 LOC:,,0 12EP12E.GE'-'T0 'SUBoU~fACE. COIJDiT10IJe> O!JL.Y /2.T THI=. ~PS::IF!C TE.0T LOci::.TIOhlS /2.IJD /.::.T .,.HE "."11--".E OE01iE>,.V.,."TED, THI"? D6i,:,, K'l>Y !JOT" i2E0/2ESEIJT COWD1TIO!Jq; .-6.T o·n,El2 1.-0C/.!s""r'IOfJ,S, ;;,.!JD/0121"1MS"::>, i"HI':> 0/.:."":,:'.\. i,-1/.l,';, CO.'·'IP1LSD F0!2 DE0ie::,,J PU"'-PO::>E':::t 01-JLY /2.NO ~:-IOLJI..O f.JO"f CO!J~ii2Ui:'.0 A':> PAi21'" OF 1"'1-1 S P~!.J<;> G,O'vE.i2f..lHJ0 02 A0 ;;,i::,;:-liJIIJb C.::::,,J,f;,i, Ti:'.C +l iJ i QLJ E ~. ii-l!;. E:0;2i1J0 i..,X/.:,;f;OfJ~ r.:,,i2E E:~i ~1/2.""E'D I J T+-1 E: fl E:LD f7-;" i+-1 E 001 W? COIJ~UL."f AtJ1', "f'J-i E. ~; 1h i21':POi21" .,z, r..YAll.h.P.;,LI:: iiJ ,HE OFF:CE o;: i+-iE. PuP.:.>LIC NOf2"~ Oc.P✓.:::.21,"'-1Et-JT, C,-r-( OF WEWPO!ZT ~1-1 f0/2-f2Ev1E:W r.,-{ Rf200Pi::.Cil../E P.;;1:JPEZ-S hi-JD THE c::o;..J1i26::ic;j2 D1 ' Dl C-2014 I APPRO\IED 12a1" BALBOA ISLAND BRIDGE REHABlllTATION DATE BY DESCRIPTION APP'D, REVISIONS PUBLIC WORKS DIRECTOP. R.E. NO. 12806 DAT• ---; _ I (-,:;;/,-, DESIGNED J.B CHECKED J,W.B DRAWN M.S DATE 7-3 -80 LOG OF TEST BORINGS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1-1-5090-S SHEET 21 OF23 -----,-- .. ! I I \ ' SM 5· 2 ,o- I ! 3 15- 4 25 • . - saturated dense gray hoed gray CLAYSTONE with sand ta black I .. No ground water encountered 3.5 23.8 99.7 1.02 7.4 23.2 103.6 1.25 8.5 18 21 14 32.8 87.4 2.65 2.77 33.1 82.4 1.30 1.28 2.09 • • 1 SP s- 2 ,a- 3 IS- 4 saturated medium gray dense hard block CLA YSTONE stiff 2.2 20.7 I 01.6 1.14 9.1 39.3 78.0 2.37 ---silty with odors 7.8 31.1 81.6 2.64 ---sandy 5.8 36.6 79.0 <C;-l,-j,..--/-,0•,•u,•0•,.~dr.h•c,•d:-rob"'."lo-,7k---,~C~LA:":-:Y~Se;T,::0:::N-;;E~w-·:":,th:""',•on~d~&--t--l O-j-3_2 _8r8-l -3t"3-6-51 5 odon • " 1:10 • ' 25- 6 30 7 8 . . . • Somple sot. & drained before s~ecr1nq ot {, 1, 8. 2 k.sr. _ ._ --fractured with seams of silt & odo, No ground waler encountered 8.1 10 16 1.50 • 2.99 • 35.6 73.3 3.19 40.B 75.0 3.59 41.3 76.0 4.00 S· ,a- . . 2 3 4 SP1 1SM SP SUMMARY -BORING NO. 5 s.oturoted medium dork dense gray ve,y dense ta dense to block to light 9,ay dorl< brown SILTY SAND with marine shell1 SAND 3.7 well compacted, few traces of 12 ,holh 35 28 16 SILTYCLAYSTONE 26 20.3 106.8 .43 • 1.16 ,. 2.16 • 16.2 l08.1 .92 19.8 100.0 .85 .55 • 1. 14 + 2.47 • 36.7 77.7 1.96 2 S· 3 ,o- . ts- 5 SP, 1SM SP ~turored medium dense dense blac;k to gray SILTY SAND with shell frcgments --·- more shells SAND 19 19.0 106.I .33 81 22.l 103.3 .57 wit~-98 17.8 107.1 .74 ---fewer shells 4.2 16. I 92.2 ---coarser sand 13 21.3 102.2 1.05 '".+--!--__J~-~-1=..,.-.,.....,--\-,,,..=""'==,,,=====i,,,--~-;,---+---C:-•u S saturated har·d dark SILTY CLAYSTONE brawn ' 53 36.0 80.0 2;79 ta g,ay 25· 6 213 32.6 83.3 3.77 2~ ~--/-----J-,o-tu-,-a-,e-d:l--d~e-n,-e-+-,-on--,~S~A~N7 D;:----w-·~,r~h~,h~,711~,~&:---+--:---:--""I==', 6 SP hard to clays.tone grey fragments dark brown ta 9"'Y SILTYCLAYSTONE 6.8 21.4 90.8 1.16 19 30· 210 H.,---t---'----'--1-------+:.:.=.,f-+-t--i with ocors - . f.lOTE: 30- 7 37.7 78.5 3.34 . 1-..0 9rouno wcrer encounIen, ... ·No {irot1nifwotii eric:ountert!d i,.;E OA"fA Pi2E.'SE..:.i71::0 0I.J T+-IE0::. P.;cli21;Jc, i.O~ i2EPi2S<::>E!-iTt;, ":,U,:,<;;,LJi2Fl.lCE a?f...lOIT:01-J~ OI.JI..'( 1.1.i THE ".:?PEC:!F'-IC. TE'3T !..OC1::.TIOi-J~ /2.1.JO A, THE 'TIME DE.'?IGi-JA'TED. i-11~ DA"f"A t-'1A--( IJC)f i2EP;2E::SEf.J1 COIJ!?i'TIOf..i? l.:>"T OT,-,El2 L.Oc,.:,:T"IOW'2> AWO Of2 TIMe?, THI'::> Dl.>.T/2. v.1"4 COHRI..EO Fi?-2 Oee>le:,i-.J PUi2"'0SE? OhJI....,.., 1.1.µD 6i-i0Ul.t? r--107" F.;,E a?iJ0ii2UED A'i:;, ~12-T Of THc PL~-S e;;OvEl2c-J1,J6 COlJ6i:2UC"f!Oi-J 0[2 /.;P.:, Oi:Pli.J hJG a.?f.J:;;:.Ti2Uc,10.-J TECH iJIQUe';?. THE f.':l:?f21 ~ 1.0cr.:..1 I Of.J"=> /.:,.p!:=, E0"f' i"'lA ,E:) i iJ TH I:'. f I El..i? f,n' T-, E, 001 1.0 CC\J0U l. f,c,.J.Ji , 114 E: '60 I l..h i2E po /21" I~ /2,vr..,,11./2!:;"l_[ if.J iHI: OFF'CE:.. OF\THE ;::>Jf.>I..IC N:::?~i::0 PEPAi2fMEWT, Cl-r-( OF i,/ENPo!2T E?~H F0,2 i2Ev',E:i,..J P.;,--( P:20,s.p~11-...IE" i'.?! ODE.~ Ai-JD TH la CO iJ712,L::,,.Ci" OP-, -... -\ .-! \ ,-• ('• . ;'"'-, ' . j l : ' / . ', ---~ • . . • ' . ' .. .. i , .. ' f ·, .. -. ' • \ -, ' ' '' -: • ' "" . I ' . i •v -\ .. -. ~ :, ' ' ' I ' . • . ,--·~ .. ·-... ---· .. .· ' ,. . / ' ' .. ---C-2014 DATE BY DESCRIPTION REVISIONS ... -· , .... ' l , , . . -1 . ' ' ' i ' l : ' i ! • ' ! 1 • .. •q-4 ,_, ' ' \ -.-'--' ., .... APP'O. In'~ ~fl- APPROVED PUBLIC WORKS DIRECTOR R.E. ND. 12806 DAT• 7-11-BO DESIGNED J.B DRAWN M.S. DATE ~ CHECKED J.W.B. 1-!> .-e,o ~ ---- lf ~ --✓ ~ -- BALBOA ISLAND BRIDGE REHABILITATION LOG OF TEST BORINGS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1-1·5090-S SHEET 22 OF 23 ' ) r 1:1 0 l, • • • . T . " . . . I • .,_ . ,, ' ' ' • 'o.l. . . _,._,~ I,, L><J-- • V ~.L. C.lRC.UIT IN EXIST ::iULKHi:.AD PLAN Nore; INDIC,ATED UTILITY LOC,ATION'o ARE. 'oC.HEMATIC, ONLY. EXACT LOC,ATION OF ALL UTILITll:':l ":!HALL EoE. VERIFIED E>Y THE C.ONTRAGTOR AND THE LTll.lTY AGiENC.-Y PRIOR TO THE ~TART Of ANY DEMOLITION AND/OR CON"JTRUC.TION WORK DATE C-2014 BY DESCRIPTION APP'D. REVISIONS . n oE.E. <oHE.E.T 17 FOR E.LEC.TRIC.AL LE.Ge.ND: -G,---G-Ci' GAS MAIN -w------w-l'2.11 WATE.R, MAIN • • • • • • .. • • • • • • •.. I:!' Ai:iANDONE.0 WAiE.R, MAIN -----------,...,_, ;,'1 POWE.R, MAIN ··-··----'l.1/,z11 ABANDDNE.D PCWE.R.. MAIN -PTA---PrA---PACI F-IC TELEPHONE: -ASANOONl:.O CABLE -Prc:----PTc-PACIF-IC TE.LE.PHONE. CABLE. 5;1.:.-' oTRE.E.T Lla,HT CONDUIT -TC.---TC.-TELEPROMPTER C.ORPORATION APPROVED PUBLIC WORKS DIRECTOR R.E. NO . ...,12=80=6~---1 DESIGNED D.R.C. CHECKED J.W.B. DRAWN D.R.C. DATE 7-3 -ea BALBOA ISLAND BRIDGE REHABILITATION EXISTING UTILITIES PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT H-50~0-S SHEET 23 OF23