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HomeMy WebLinkAboutS_5289_Sl '• f BASIS OF BEARING THE .BEARINGS SHOWN HEREON ARE BASED ON THE CALIFORNIA STATE COORDINATE SYSTEM -ZONE VJ,1975 DATUM PUBLISHED BY THE ORANGE C<U,ITY SURVEYOR. AT CORONA DEL KAR, ORANGE COUNTY, 0. 3 MILE SOUTHEAST ALONG THE PACIFIC COAST HICHWAY (U.S. 101 ALT.) FROM THI: POST OFFICE; BETWEEN HAZEL DRIVE AND SEAWARD ROAD. 42. 8 FEET NORTHEAST OF THE CENTERLINE OP THE HICHWAY AT SURVF.Y STATION 202+60.6, 4.8 FEET NORTHEAST OF THE FLOW LINE OF THE CURS AND 0.45 FOOT NORTH ANO 0.55 FOOT WEST -OF THE NORTHEAST CORNER OF' THE TOP OF A CATCH BASIN AND SET IN THE TOP OF A CONCRETE POST. 1976 86.895 .LEGEND LIMITS OF EASEMENT PROPERTY LINE EXISTING SEWER LINE EXISTING WATER LINE EXISTING GAS LINE EXISTING ELECTRICAL CABLE EXISTING TELEPHONE CABLE EXISTING TRAFFIC CONDUIT EXISTING CABLE TV EXISTING STORM DRAIN EXISTING MANHOLE EXISTING VALVE EXISTING FIRE HYDRANT EXISTING FENCE NEW SEWER LINE NEW VALVE -----·---s Ml G E T TLC TV so- ® q x---X x- NEW WATER ----w--- NEW STORM DRAIN =====so,===== SEE SHEET NO. &1 SEE SHEET NO. 5 SEE SHEET NO. 4 SEE SHEET NO. 3 SEE SHEET NO. 2 ·• \ ICALE 1" = 111001 t \ • ' DISTRICT N 0. 5 CONSTRUCTION PLANS FOR IMPROVEMENTS TO BAYSIDE DRIVE TRUNK SEWER CONTRACT NO. 5-34-2 UTILITY CITY OF NEWPORT BEACH CALTRANS PACIFIC TELEPHONE CO. SOUTHERN CALIFORNIA GAS CO. SOUTHERN CAUFORNIA EDISON CO. GROUP W CABLE CORP. UNDERGROUND SERVICE ALERT PHONE NO. 714 -644-3011 714-639-6851 714-259-4487 714 -634-3122 714-859-0203 714 -547-3303 1-800-422-4133 CONTACT. PETE ANTISTA LARRY KELLERMAN PAIGE BLOUIN JOHN GILPIN BOB ACHZIGER CHARLIE ROMAN ..... -. • . INDEX OF SHEETS SHEEI DESCRIPTION m"LESHEET 2 STA 10+00.00 TO STA 17+87.93 LINE "A" 3 STA. 10+00.00 TO STA 20+00.00 UNE "B" 4 STA 20+00.00 TO STA 32+00.00 LINE "B" 5 STA. 32+00.00 TO STA. 43+50.00 LINE "B" 6 STA. 43+50.00 TO STA. 45+60.59 llNE ·a~. STA. 9+51.49 TO STA. 16+00.00 LlNE "C' 7 STA l6+00.00 TO STA. 27+00.00 LINE "C 8 STA. Z7+00.00 TO STA. 33+02.89 LINE "C 9 MISCEll.ANEOUS DETAILS 10 MJSCEll.ANEOUS DETAILS II TRAFFIC CON"IB.OL PLANS 12 TRAFFIC CONTROL PLANS 13 TRAFFIC CONTROL Pl.ANS 14 TRAFFIC CONTROL Pl.ANS 15 TRAFFIC CONTROL PLANS 16 TRAFFIC CONIROL PLANS 17 STORM DRAIN IMPROVEMENTS (EL PASEO DRIVE) 18 STORM DRAIN IMPROVEMENTS (EL PASEO DRIVE) 19 STORM DRAIN IMPROVEMEITTS (EL PASO DRIVE) GENERAL NOTES I. STATIONS SHOWN ON DRAWINGS ARE ALONG CENTERLINE OF CONDUIT OR ON A LINE NORMAL TO CENTERLINE OF CONDUIT. 2. ELEVATIONS SHOWN ARE IN FEET ABOVE THE lJ.S.G.S.MEAN SEA LEVEL DATUM. 3. EXISTING UTILITIES AND POLES SHALL ·sE MAINTAINED IN PLACE:: BY rHE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. UTILITIES CROSSING THE PROPOSED SEWER CONSTRUCTION $HALL BE LOCATED AND EXPOSED BY THE CONTRACTOR PRIOR TO EXCAVATION FOR ·"SEWER. -APPROVED '"AS BUILT": SIDE. KIRK CHARUEGABBARD Date Construction Inspectors, C.S.O.O.C. NOTE: "AS BUILT" DRAWING REFLECTS THE AVAILABLE "AS BUILT" INFORMATION AS RECORDED BY THE CONSTRUCTION INSPECTOR. . Principal Construction Inspector, ::::-J/ ,..../4_ / -I?._ 91 • RECOMMENDED: • ~ESIGN MANAGER, c.s. 0.0.~. APPROVED: , THOMAS M. DAWES DATE Director of Engineering, C.S.D.O.C. ' ~1C/JeiI/,,'William'tl:tb.<d.,/;}J, c-54ss~iates PROFESSIONAL ENGINEERS, PLAN NE HS& SURVEYORS o P.O.BOX19739• 14725ALTONPARKWAY, IRVINE, CA.UFOANIA.92718 " (7141472-3505 DATE • • . . ==-=~-==:-:--------:----'------.......:....__..;_;__.:.._ _ _J • PREPARED UNDER THE SUPERVISION OF: SHEET /l;...,_c; {,... 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CONST--eVCT. 3~ "VCP 5EWGR ~~;$'.~~~ ':1-.T..rt. <?><:; '\,.,..[ IMPROVEMENTS TO BAYSIDE DR _ TRUNK SEWER NOTE: FOR UP-DATE 0 ON LATERALS & ABANDONMENT ·,. OF 18" SEWER SEE CONTRACT 5-34-2-1 (12/92) t--t----------------1----~1---- t--t----------------1----~1--- - 12.\ 4:3 BU/1..T PL=R Co#Tf!. 5-34-2-/ cs 1 >lz:/9, ST!>. 20+00.0(; TO STA 32+00.00 \;'.,;BY•'' . -PLAN a. PROFILE ~ -.. 1 CONTRACT #5-34-2 ~ cJrJ1 CJwber1"Beiq.CWilliam"Flbst <®.c::)lssociates _ PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS PO ROX 19739 • 14 725 AL TQ"I PARKWAY 1RvtNE.CALIFORNIA92111 111 ~I• 11-350S Ii\ AS su1L T c slsK 1/1r;'91 0Es1GNEO BY oRAw, BY P.'N-:OL.1--'-'-"'----'="==--'----=o--=E--=-s--=--:-R-I P __ T_I_O_N ______ ~A=P-=P=!.R/jO;;:Vc!E~DJjotAtrirj~7::·~c~o"::c;;•~::---::-t':J::U,=:::-G'--7 7)2.,~ ,.✓_) 1 SHEET t--'-----'=;..:.;...;:_......:;..;.:_ ____ _.., -CHECKED BY DATE )11.. 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STA IMPROVEMENTS TO, BAYSIDE DR TPUNK SEWER 27+00.00 TO STA PLAN S. 33+02.89 PROFILE ! i. tt--+----------------+-----1----1 t--'-t------------l------1----1 , I 1--,,-+------;:;----------+--,--,.-,--t-.<--,-I • f/S BU!l..T OS/SI<. 1;1,/91 SHEET 8 OF 19 SHEETS • EX/Sr/NG lv1ANh'OLE fi:'e-CHAN.NGL OETAIL /,ITS PROPOSGD MAVHOLG RG"CHANAEL • EXISTING J\175 &><!STING MANHOLE: RE-CHANN£L EXISTING /v!ANJ..IOLG NT:5 NTS tXISTIIJG SU!ZF-ACE;\ ~~~::z=~~~' ='=' ,C./ll EXIST. ,2/'lVCP W/T,L/ G.e ou-r Pl: 5PECIFIC.4T /Of../~ ·• ;;. D12/ll Z-?''D/11 /.-IOL.£5 OA/ 3'-0" Ct:.VTtRS OJ:? TI-IOROU<3/.-lt. Y FRAC. TUIZE /30TTOM TO ...&::::,--~ p.eov1Dc !=Q:2 D/2AINA<SE: I I I I A8ANOONGD /'i44/VHOC..E OET.AIL ® r'R.OPOSGO -1 wm _ _J) ~V£AND ?LdG ZI" 6GWER i----£ XIS T. M .J-1. (.-£"-• (,8" '<:0 ( ;:,. j'-' PLU6 EXIST.(.Zf'; VCP w !Tl-I l3R.!CK¢MORi.d E OR COi.JC PLUG /,C./LL EY/5T. zr· VCP I:;::!!=:=~.; WITH GtZC>U T PG-lZ SPEC/!=/CATI0l.,/S ~,: '(!ST. COA/C. BASE REMOVE BASE OF EXIST MH AS REQUIRED TO PROVIDE NEW CoNIVc=CT!ON TO EXIST LATcRAL. ABANDaN REMAINING _,/ -------------PORTION 01=" MANHOLE SIMILAR ./ Gk. NfH~ -.._ro OETAIL NO 8 ON THIS~// / '\ $H€ET. 7 [i_ ___ • =--~] uif; I l--~--11 ~ t \ 111 // LE){ 18" SEWER "' I 1/ • • ....____, r . l__J-EX c."oR 8" SEWER PER PLAN i=X/ST/NG K6"N10 VG AND Fc.L.16 c:X. IB" SEWEte I . f---EX C." ORB" SE0/ER LJ PER PLAN PROP056.D MANHOLE RECHA.NN&L DETAIL - v.c.P. "1E OR TEE LATGRAL cl N15 ----JT --L-_J NOTE THE.: LATERAL SHALL BE BEDDED THE SAME AS THE MAINLINE SE~ER, -- 1/4~ PER FOOT MIN. SLOPE 1/e AND 1/1~ BENDS AS REQUIRED. \_9RAVEL DR CRUSHED ROCK BEOOING TO SPRINGLINE OF lo'YE AND 1.0 FEET EACH SIDE OF LATERAL. CONIVl=CTION DETAIL NTS ,, ,, ~ REMOVE B,LJSE OF EX MANHOLE EX G ol<'B 5cWEI< AS 'REQUIRED TO PROVIDE NEW Pei? PLAN \ CONNECTION TD EX LATERAL. r'ROP Ci>" ORB'" SEWi::R ,PE.e PLAN \ ABANDON REMAIN/NG PDeT.i'ON /,---r----...____ C>F MANHOLE 5/MILAR TO _,,, I \ \ "-,. DETAIL NOB ON Tr-115 I/ 6X MIi-l \ \5H€E:T j .EX IB" DR 21" r --_ ~ ""0-\---J -_j r f//A ~ \\ \ / ~ ~EX <;;"OR' 8" cX l8"0R ZI" \ \ SEWER P€R PLAN SEWER PER PLAN ll --REMOVE AND R'E/VtOVe AND A'.LIG PLUG 18 'C>R Z/" /8hC>R 214 SEWER E.3 Si::WER FE'K PLAN F':S"K .F'LAN \ L..__. X ,, i.-__r-E= c; OR B" SEWER F'ER FLAN EXIST/NG PROP06€0 IV!ANI--IOLE /?~CHANNEL. Ot:TAIL. AsslllLT HTS COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. IMPROVEMENTS TO BAYSIDE DR TRUNK SEWER MISCELLANEOUS DETAILS CONTRACT jj: 5·34·2 CJwbett 'Beil/,, CWilliam"Frost ® c';llssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS PO 80) I g739 • I l7~ALTQNPAFIKWAY,IRVINE.CALIFOANIA92718 (71A] 47:z·3505 ,gs /3{//LT c.s/.sk.. I I, '11 DESIGNED BY DRAWN BY t-'Nc:cO-;:'-.t--'-----'-=-o=-Es:--:c:-=Rc::IP-=-n:-::o.,.,-N----1-'A'::cP=.,PR=-'o:.:.v..:::E..,..D.µ.:.:DACL.T~E ;C,X,K JLEE ~r,,,, I' I .-{ ,SHEET ~::.:1__---~~~~!:.'_,-:-,,---__i:~~~~~~~;;;:-::-r-::::--""7 // ~.....J-. j.,) CJ ,co-,' ·' <. •• J 9 REVISIONS OCAHETCT,!<JLOAHBY DOTE -.-ENGINEER R CE._ .... :·. ~-DATE OF 19 SHEETS JN 24827 • • STD. MANHOLE (MECHANICAL PLUG ORY PACK-----.. ~1/16 -....,._ BENO ALL NEW OPENINGS '\ \.. • CONST INTOMH. ,. rG MIN.ENCASEMENT r:;"oR 8" DIA P(SIZE PERPtA,..,t) SHALL BE DONE , -.. I Y.::_OREDRIL~ING. ,,_. ~;,..:_,,_~.---2-1' JOINTS ' / £ --..j•~-a-¼,,,, CLASS~ - ' ">s I REVERSE WYE CONCRET , , _ , ti '""t1_"'+--11e BEND 5:1'--, ~ . • I ,._,.__6"MIN. SIDES ;;! ·.i-....:... I j-'IP A IPINGTOBESAME .. ., _ I • ~ r-,. b '. 1-L"' E AS INTERCEPTED r-"-7-~. L<c-::;'::-o~\:::-:':;~:r-'f•~ --~-f# ,,. SEWER , ' ·-#-_ _.,,v ~ • ·/ ~\ -, -'-it, _<·. : \~ '/ . . COLD T·lt4 @ ,5XISTING ,STD MH ;-;: • . •.· 4"C.C.ALL S _ _ • • • ,:__ • '-----114 BEND CROWN ELEVATIONS O AIN ANO DROP LATERAL TO BE L SECTION V ( 1)£TA!l~AIOT USED -SEE IJEtJ DElA/L l DROP~~ 607TOH NT5 -I ) 110F THIS PACrG " PROPOSED fa1ANI--IOL.£ RECHANNEL OG7A./L. CLEANOUT BO)( & CO'JER,\ l3AOOK8 NO, 3 RT g . c.o. ,,.FINISHED , GRADE Ql'.WCAElE COLI.AR C/ORB"VCP (SIZE Peli:: P'L~~~-- 0 ----f~.,__+--'-tj -CL€ANOUT • ' UNDISTURBED SOIL OR WELL COMPACTEO fill CLEANOUT DETAIL NTS ' 1 cXISTING ?RO.POSED MANHOLE! RECHANNeZ-OGTAIL NT:5 JOIN' EX 8"5€WER AT .St/lTABLE LOCAT/0/V ANO CONST. 8',. VCP STRA/"Gr HT F,R'O/V1' 6X 8"BcWE,R: TO FRCJFMH-L-../ r I CONST CL6L/NOVT T __ CONST. 10" VC.f'" 5Tl?A!GrHT F.R'OM GX MH TO ~QC' MH / ,----✓r----'J-5 ~ L.co;vsT 24" VCP CONST24-"VCP----.._ --j~ JJ I ~) ;::::· / EX /O"SEWER I '-1~,.e'E'Ch'ANNEL. &X MH l--c'X 4-"SEW&R © ABANDON E;x SEWE"R' //\/Pt-AC.s;; FILL. JA/ITl--f &~our . CO,NNECTION €NLARGc/V1£NT PETAIL... ;VTS FRAME & COVER BY RIVERSIDE FOUNDRY R-1240, ALHAMBRA A-12-49, OR APPROVED EDUAL ClO"CI..EARJ. -STD. 90° BEND NOTES: I. SEE DETAIL S-050 FOR STANDARD MANHOLE. 2. CONCRETE FOR DROP SECTIONS SHALL BE FORMED. 3. ALL MANHOLE PENETRATIONS SHALL BE MAOE BY CORE DRILLING. 4. DROP MANHOLE CONNECTION SHALL BE USED ONLY ~HERE SLOPE OF LATERAL INCOM[NG TO MAIN SE~ER UOULD EXCEED 10%, AND ONLY WITH APPROVAL OF THE ENGINEER. --~l-~r~-~-~-~~f{~-~r.1i=~,.,_E!]';:n.:~:•~TArT:~~CAL:0::r.:.:·:w:-r-11--D~R-□-P-M_A_N_H~O~L~E,--~N~O~S-CA-~---1 .,..,..,." I I CONN'::CTION TO STANDARD DWG, • ·!4{..,..~ 11,9oi STANDf.RD MANHOLE S-051 N11 APPROVEtll OATEI 01~ OI' DtGINEVl:lMlo DAT! 1 DROP MANHOLE /'11"5 DETAIL I/\ A '.... JB t;X/ST/NG /'v1,A/VI--IOLE RcCI-IANNgz__ DETAIL ,NtS @ABANDON EY SEWER //II .Pt.AC£, ALL 1/V/TH GROLIT 'f--cx ScW&:R PG~ FLNv V REC::1-/A;VNE"L 5X MM' .. ' , ) ( ) CC: ,EX IO"SEWEK _,/ CONST vc.P(srzF ?FR P<'.ALN) STRAl&lff GKAP5 F,R'O/\,-?CX r;i MH TO r'.R'OPOSG"D MH ,,,-.,"/ ~CCJNST._/V/1-1 I : llJ C CONST 24-" VCP • JOIN €K '5EWERrSIZE PERPtA,A.J) AT SUITABLE LOCATION A.AID COA-ST(SAME SIZE.) ST,e4/GHT ~MEX 5£WE.R TO p.,eo~o MH.L----ii"-,. _ 1 9--coN.5T. Ct'.EANO.UT~ \iv CONN£CTION cNL,AR6c/v1&"NT DE7'AIL AS BUILT -- ' COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. -r IMPROVEMENTS TO BAYSIDE DR TRUNK SEWER MISCELLANEOUS. DETAILS (..~ CONTRAC_T_:lf 5-34·2 , -1 C/?gber1C/Je11/,,'Wil/1am'?rost C&c:5'l.ssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS PO llOX 19739 • 14725 Ill TQ'j f'ARKWAY IRVINE.CAUFOANlA92718 !7141472-350'; ' 1,\ 1/S /3VILT cslsk.. f#~/4/ DEs1cNEo BY DRAWN BY NO T U:Vk _/[.ECC SHEET t-.::~· l--___ ....!:::D.=_E S~C:::.!R~l;;__PT~l~O;!N--,,-,,..,.-c,----...l.A::_P!::;P:'._!R~O~V~E;.!;ll!..L.2D2_:A:_ITlE f"::c~H E;:;C::K;:E D:-::BY:-f:'o A:':T"::E:::....._7 / J")__J_...._ : j '-< ...f ...._ '¼ . .' _ ,' '!--•·: 10 I REVISIONS ~.A77:21LL4'/ ENGINEER RCE. ,. DATE -. . . OF 19 SHEETS JN24821 • • ' . "''""' ✓• -....,___: . -·,-.:.__--· GcN€R.4L NOTES A. All TRAFFIC C'OIYTA"OL WORK FOR C'O/VSTRUCT/tJN Sf/ALL COIYFORA1 TO CALTRAIYS "MANt/AL OF TR/IFF/C COIVT/f'OLS ;' DAT£1J /985, CALTRAIVS STA/VIJARIJ .Sr'EC/F/CAT/t:7/VS 1/NIJ .STAIVDARD PLANS, DATED JAN /988, AIV.O T#E Sr'ECIAL r'ROVIS/0/VS. 13. LANE ClOStJRES Sf/ALL BE AS /VOTED ON TIIE r'LAIVS OR AS 0/RECTELJ BY E/VG'/IVEER. C. 5/NGL.E LAN£ CLOSt/RE TRAFFIC CtJNTROL OEVICE.S SIIALL CO/VFCJRA1 TO CALTRA/VS STANDARO PLAIV /VO. T-/0 OR T-11. D. TJIESE TRAFFIC CONTROL PLANS .J'JIOW TRAFFIC COIVTROL IJEVICES FOR LtJ/'IG TERM TRAFFIC CONTROL rOR ct!NSTRtlCT/tJ/V L/IJ1/TS SflOIYIY, /T /S T#E Co/VTRACTORS RESPCJNS/BIL/TY TO CO/VFORM TO SJ/ORT TERM . TRAFFIC CC)NTROL /IY ACCOl?OA/'ICE W/Tfl CAL.TRANS "/11AIYtlAL OF TRAFF/C C'tJIYTROLs:• E. S/GIY//'IG ANLJ STRIP/HG Sfl4LL CONFOR/f! TO CALTRAIVS LATE.ST "TRAFF/C MA/Vt/AL" JAN, /988 STAN.OARD PLA/VS A20 C4-C), STANLJARD SPEC/FICAT/tJl'/5, ANO SPECIAL PR8VISIONS. F. EXACT LOCATION AND TYPE OF CtJNSTRt/CTION SICIVf.S)(C27 ORC.Jo)SIIALL BE AS • LJIRECTED BY ENGINEER BASEO 0/V COIV.STR(JCT/0/V CONIJITIOIV. G. CONST/ft/CT/ON TRtlCK TR4FFIC /11'/ERCING /IVTO TR4FF/C LANES Sh'ALL B.E BY tl..SE OF FLAt;/11AN AND APPROr'RIATE SIG/v'ACE AS 0/RcCTEIJ BY E/Yt::I/VEER. II. t/SE ANO PLACEMENT OF FLASJIING ARROW BOARD S/GIY/'S) .Sh'ALL BE .DIRECTELJ BY E/Vt:INE£R, z. J. CONTlfACTOR A1AY t/SE PREFABR/CATED RE/110VEABLE IJETOt/R STRIP/IVG TAPE, PAVEIMEIVT IJ1ARKl/'IGS,, A/'ILJ RA/.SELJ /JfARKERS 1//llcRE SI/ORT TER/11 t/SE W/LL OCC(IR (24 f/Ot/RS). FL.AS/I/NG B£ACONS Sf/ALL Be t/SED ff/I.ERE 0/RECTED BY ENt::-/NEER. 0-TRAFFIC SIGNAL " '-WORK -4REA (L.£/VGTII VARIES) (z]C7----n • BAYVIEW AVE-1 t • . ' , TYPICAL· MOVING CLOSURE OETOLJR S/6N/Nq ......... ______ __;_..;.._ _________________________ ...J .SPECIAL @ 9(,",,-4811 BAYSIDE DR. Ct.OSI::!) TO .___ ___ (/ H BLACK L£7T£RS ON THRU TR~FFIC ORAA/6£ B4CKGROUNO OP€N TO * CJ/YLY. ;/f S71?EFT ADDRESS ON BAYSIDE DR TO BE CflANt;;EO ANfJ {IPDATED BY Th'E CO/VT/i'ACTOR PRIOR TO Ftll?Tfl{IR ADVANCEIYJE/VT OF WOA'K ,4REA. '!/fit /AITERIM STRl?IAIG /5 1-7 OAY5. LO!VGER.PER/005 WILL REc:?CIIRE PAIIITcO 5T,f'/)"MIG. FIJVAL 5TRIP/,+'.7 5/1411. 8E PAI/IT. !VO f"ORT/0,1/ Or COk!PLETEO COAl5TRtlC770A' Ot/T.5/0E OF CL05!/RE 5/IAI.L 8E WIT/IOI/T ST.f'IP/;t/G. DIETERICH POST REORDER NO. 113013 r \ I<. TRAFFIC C'OllcS FOR /v'/f;flTIME t/SE SI/ALL BE /NTERIVALL Y /LLt/A1/IYATE.D OR BE PROVIOE.D WITH 13'' REFLECT/VE SILVER Wfl/TE SLEEVE. ,/ --- ! L. C'ONSTlft/CT/CJIV ACTIVITY WITHIN THE AREAS IYOTEO Sh'ALL BE L./A1/TEIJ TO T#E h'tJtlRS 8£Tt(IE£N 9:00 A.M. AND 3:3() r.'IY!. ALL EXC'AVAT/0/V IVIT#/N T#/S AREA S#ALL 8£ COVEREO WIT/I STEEL .PLATES FROM 3."_$0 P.111. TO j:0() A.1>1 .. A /YIIIV//YJ{JM OF aN.E TRArFIC LA/VE Sh'ALL BE MAIIYTAIIYEIJ T/1/f'Ot/GII Tll'E EIYTERSECT/0/v' AT ALL. TIMES. TRAFFIC CONTROL TflROtlt:11 Tfl/S AREA SI/ALL. BE BY FLAGA1EN .Dt/R/NG A/VY CO/v'.STRtlCT/ON AC'T/V/TY. FL.At;MEN .Sh'ALL rOLLOW PRtJCEELJt/RES Ot/TL/N.EO .Ill THE APRIL, /98~ C'ALTRAIVS /IVSTRt/CT/0/VS TCJ FL.At:GERS. tJNE FLAt:MAIV SI/ALL BE l?.Et)t//RclJ FOR EAC!fl /IYTERSECT/0/V LEG. FLAGMEN Sh'ALL C'()hf#Jtl/VICATE A/VO COOROIIY4TE TRAFr/C' FLOW VIA TWO-WAY RA.D/0.5 0/Y A r.'RIYAT£ FRE(lt/EIYCr. M. N. CONTRACTOR SHALL REMOVE A.LL TR4rr/C CONTROL,· TEMPOR4RY SIGN/IVG ANLJ STR/P/IYG, ,4/'lf) TEMPtJRARY TRAFFIC S/t:IVAL A10LJ/F/CAT/O.IVS t/PO/v' CO/JfPLET/0/V OF CO/VSTRt/CT/t:7/V AIV.D RESTORE ·SIG/'1//v'G AIVLJ .5TRIPI/VG, TRAFFIC S/t;/VAL Et;Jtll.PA1E/v'T ANLJ TR/!FF/C SIGNAL tJPERAT/0/'IS TO CONIJ/T/0/V.5 S#tJWIV AS £XIST/NC,. /ILL TRAFFIL' J'/~7VAL A100/F/CAT/O.IV WORI( Sf/ALL CO.IVFt:JRM TO CALTR/1/VS STAIVOARLJ SPECIFIC'AT/tJIY.5 ANIJ STA/v'IJARLJ r'LAIYS, LJATEIJ JAN.; /988 • M,4/NTAIN .PEOESTRIAN ACCESS OR RE.STRICTIOIV BY Sl~NING R49 /RT. OR LT.) AS 0/RECTED. 0. P. NOlc L SI/ALL NOT APPLV ro CONSTRUCrlON AREAS B£TWE£N SEWER CENTERLINE' S'PI. l</+45.00 ANO ST-4.33-1-7~-74 ' • }J ~~ ~~ ~~ ~~ ~ ✓ --.J r.t~ ~ ~ ~ :f ~ ~I::: i:: ~~ % ~ ll; i ;~ ~~ ~ 1$ ~,. ~ 'II ~~ ~ ~ ~~ ~ ~ ,. \l ~ ~ &:~ ~ ~ ~ ~ ~ ~ ~II) t') \il II) Ill ~ "" UNE t3'7 , 7 • "' -,.: ' ~ ~ ~ ::,.; ~ "-: ·, ~ ~ ::,,: ~ '-i:: I\. f...: ") ~ ..... ~ It) ~ -.J ...._ "'l ~ It: ~ 'I; ..., ..... rLIN£ 'c" LJLJLJ NOTES TI-IIS Sl-l£ET: 0 EXIST/Nu ro REMAIN, UNLESS 07JIERWIS€ N07EO □ FOR GENERAL NOTES ANO OclAILS SEE Tl-/1.5 SHEET. ~ PL4C£ OR INS7ALL CONS71?UCTION ~4FFIC CONll<?OL l...:JS/6;1./S, BARRICAO£S, CONES. R.ACi JR£~ OR FLASIIINO A..eE'OW SIGN AS N07£0. STA, 33+ 7<,,74 SEWEk?LINE ENO CONS7PUC710,V LIi.iE "C d /" PCH ENO 7VPICAL M0//1,VG CI.OSUR€ .Snt. 32-1-84.5,:, SEWER LINE ., . -" SEE SHEET 14 OF /.!) ..5££ SHEET 15 OF 1.9 .fN0£X MAP MOVING CLOSUR£ AR£A r5€E: NOT€ "P"AB(JJ/£) TYPICAL MOVING CLOSURE .SECTION I/CROSS AN INTERSECTION 0~ lJRIV£WAY 7 J'tVTERIM 5TA'IP/tVG FOLLCJW/,VG COAI.STRtlCT/O1✓, .SE-E-AIOTE I. ~;If ,.;i f BARRICADE TYPE llI~ L.0l__w/c.e y Ctl/i'B LINE-........ +t+--...+ +t+\. WORK .4R£A (LENGTH V.4RIES) 500' 500' I i~C/9 y-----y , . /VOTE: 7 £,VTERIM STRIP/tVG /tJLlOW/t'IG COAI.STRb'Cli'O,½ SEE-AIOTE .l'. * JI', > . LOCATION or SIGIYS SI/OWN ARE APPROXlll1AT~. EXACT LOC/!T/ON TO BE DETERll1/N€D 4 7YPE m BARRIC.40£5 (OCcMA SW. PL.AN# 1404). INST:4LL C2 tv/FLANK/N& 7Yt:l:" N-Z MAl<kEl<S ON eACJ.I BARRICADE. . BY EN(;/NEER .O{IR/NG C0IVSTRt/C TIO/'/. PJ1f PARED UNDER THE SUPERVISION OF -""1JWr-='--'l/d,d....<;:,..vt.--_DATE 1/•/t)~,i'f HILBERT WILLIAM DICKSON. R.C E. NO. 19417 Herman kimmel and Associates l !<Af-F-IC ["!'-lc,!N! EPINc_: COl'JSUL TAN TS 3661 S~'<Ul.ic ', lAFFT • tof l'IPORT fl~AC:'1. CAL,fOR-82660 1714) 852 !161 'J • 'AX (714) 652•88'57 DATE BY -y :i: t 0 ' ,. f----- DESCRIPTION 700540 .,REVISIONS Construction conlractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construdion of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees Lo defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of de!:iign professional. California Council of Ciuil Engineer, &land Surv¢y01I t.EGENO DIRECTION OF TRAl£l FLAGTREE { SIGN TYPE II Br/RR/CAO£ (NOT£ J) TYPE m: BllRRICIIDE (NOTE J) CONST. l)EL/NE.4TOR OR .CONE (NOTE K) EXIST/NC SIGN NEW OR TEMPORARY SICN FLASfl/Nt; .4RROW BtJl!RD .SICN TYPE I' OR .II (NOTE H) TRUNK SEWER APPROVED OEt.lNEATOR DETAIL . , / CO,YSTv'i'tlC'T LJEL/tVcAfOR . OR CO/VE 2 4'Af/,V. Pl-/45~ / CON5Te. ,_ i': ~ ~ r, r-, .,.., . I L -B/!RR/C4l)E 1r'r-','--LI...'' I I l I ' ✓CONST. r EXC. • 4 "WHITE EDGELi NE OR DOUBLE YELLOW C.OUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA , DISTRICT NO. 5 ~a,.dtV( ij,_..,f • TRAFFIC CONTROL PLAN APP'D. DESIGNED MS DR/;:,~/J L CHECKED DATE Jo/HWD 10/aq BAYSIDE. DRIVE SEWER CONSTRUCTION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONT.# 5-34·2 SHEET I / OF '=' 7005<,tO .,. f ' • I I I • , I I I I I I I I r ' 1',, 'I /'' /''y / I I I I ;t,,_•, I I I r. I I I I • /1,1 I I I I I I I I I I I I I ,' I I i I I { / , / / I I TYPE. I, 7 PASS LcrT MOOE / ,' / I I ,' I / I I I I I I ,' I I r--0 C/8 It/OTES T/-11.S SHEET: [] [2J ~ cl<ISTING TO REMAIN, (//Vt.ESS NOTELJ OTHl:l?WI.Sc. FOi? Gt:NERAL, NOTES AAIO Ot:TA/t.5 SEE SHEET /I. ,,.,... ,: ' ".. ~ . • . ' 5A¥0BLASTCOJ/i='t./C'Tl#G EXISTING STRIPING t.EGEA/L> 01? Ali'HOW, t:XCe.PT AS NOTED TO l'it'MA,N. R!!MOVIJ RAISEO PAJ/EM£,VT llf4RKERS WHERt: NeCeSSAl?Y. ' PEt.OC'ATE SIGN ONTO NEW POST, STREET UGlfT, OR SIGNAL. /NSTAt.L NEW SIGN A#LJ POST. !?€MOVE SIGN ANO P'O.ST AS ,VOTEO. PAINT -5TRIPING1 t.EGl:#0, ANO ARROWS. INST4LL RA/SEO PAJ/EAIENT NARKERS ffR CAI.TRANS OETAIL AND GEAIERAL A/OTES. PLACI= OR IN.ST,4Lt. CONSTR(ICTION TRArF/C COAITROL SIGNS, BARRICADES, CONE:S, FL4G TREE, OR ,C-LASIIING Ali'ROW SIGN, AS NOT.:O. " COVER S/&N OUR/NC,-CONST,1i?UCT7ON P#AS£. / / / / / / 0 ' • ---------------.IJ----------------12.1----------------------+------------------- PER NOTE 't II Sl-/££T II £.)(IST/Nu S"ll?IPIN& OIMENSIONS ~ PETAIL .384 ~ OET.4/L 2/ EN.0 W,15 Sec NO'l'E ~ TRAFFIC SIGNAL MOOIFICAnON NOTES SI-IE£r /3 BAYSIDE DRIVE /.IN£ ~ II 0w41 ~ ¼J t.AtVE-T,4PER @R2,',, 0c,_ o.c.r.b 0c1.3 DETAIL 21 4n WJIIT'E: .__ __ ---I 7 BA£1Z/CA/?l: (TYPE II)d) 100' o.C.(7VP.) C,30 OR CZ? (1) 200' O.C.(7VP) PER NOT£ ✓✓ L : S1-1££T II MAINTAIN ONE ORIVEWAV ACCESS AT ALL TIMES, ----. - DET,4/L 21 /O'O;C_ ._ ...L-.&. :j: ---------- HARBOR ISLAND RO. REFERENCE STRIPING PLANS CITY OF NEWP.ORT BEACH DWG. No. T-5277-S , SHt No,s. I S2 OF2 ' 0 aJ25'o.cflVP.) ,J., \.., ~ _____ //~------! 2 ,__ _________ ____. C 3() ZS'O,C,(TY.P.) = -= = =--==-.::: -~ ~ ----- - ____ .. ~----- ~\-t;,0'<,.t1P --- >-A £!ROP LANE ARROWS ( 3 REQD, 100' o.c.) C30 AHEAD 13/Kc LAN£ W/l(Lr) 7 (ORANG.!=) . --------------- BAYS/OE ORIV€ TYPc I, PASS RIGHT MOOE Constructi9n contractor agrees that in accordance with t•enerally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of lhe project, including safety of all pe1 ,-,ons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor furth,•r agrees to defend, indemnify and hol,• design professional harmless from any and all liability real or alleged. in connection with the performance of work on this project, excepting liability t,' !sing from the isole negligence of desigt professional. • Cdifornia Council ofCiuil En9in1ZCU1 & land SUIVIZ\jOrt APPROVED --~ ------------------- COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 j PREPARED UNDER THE SUPERVISl,ON OF ~ ~ DATE //-( 4 -81 HILBERT WILLIAM DICKSON, A.CE NO, 19417 --~--+---1 ~ad_/?/, /£.,./4~ TRAFFIC CONTROL PLAN ~ .I{, 1--jerman , .kimmel and Associates Tfjl\H-IC tnG•rJ£cE.Rr~-JG C(.rJ:-~Llo JJ\r~1-. 3S61 SPRI_IC-~I KH--I • 'lf-W~:.fi 1=~Alr1 CALIFORNIA Sl~~O (i1"-) 852-8516 • FA>< :7141 €'>2 8857 TRAFFIC:8<GtNEER ,-B"VSIDE DRl,VE 1---4---+--------------+---I RE.NO. ·,'._?.C,4,:, 1-'1.l DAT LJ,c,e,.J.,r:; r 1 ~Q SEWER CONSTRUCTION DATE BY DESCRIPTION APP'D. DESIGNED "$ DRAWN JtJ -, CITY OF NEWPORT BEACH CONT.# 5-34-2 ~ REVISIONS CHECKE DATE IC ,',111 PUBLIC WORKS DEPARTMENT " ·~=~::;-;:.;;;;.;.,::;:;;-;:;:;-;~----------------------------------------------------:----------------------.J...---------------7,,i!;W~54-0::!;!:;:......JL.-------.:.:.::.:.;.::.:.:.:.:.:._"""."" _____ ...Jwv'l:::'t'~'/l.~V~0:::_L_:::J.!t1!..7_.L_.:..:.=::...::=.:::..:::.:::::::~-.L:SH:.:E.::.ET~/Z~_::o:F::./9:_J~ ~IETERICH POST REORDER NO, 113013 ·~ . / .\. .i: • ,Lt~. ~:~.-7~ .. ~} ( :,t ·- .. ..:. ·• • __ --'_..__--"--l 2 J-_ ____:_ __ .,._ ~____:_.;.:..._ ... • Trl"E DI(1h'}t;ZJ) W/C~ rAC✓IIG E/8 17UFr/C (TYi?) !Of00,00 E _EX. MH , ,,.' • so·lrW- --- 7 lf/0(,fT) (rACIIIG If P : : Tl?,4FrlC) • . . 21-------~+--- ,. ' . li'EFEREAICE STR/P/.NG PLANS CITY OF #EWMRT BEACH .OW~:No. T-.5277-S S/1£ETS l~Z OF Z ,.fRE~AAEO UNDEA THE SUPEAV.ISION OF l'J./,µ'_!it{{_-ae . DIITE 11-,~e'f • HILBERT WII.LIAM DICKSON. ACE NO. 11417 Herman Kimmel and Associates !H,O,~IC lll'..U.UNI--Cfll•r..:o l'•')N'~''I IJl,Nl"- -•~1111Uf• .. -Qlllf/<t""'-'' (. .... ~- it\4llsa 1&,e • ~,v. ! '1•• ~ W>f 700540 aT1!NDt POST MC -NIP-IIIOt I ' • .. ' ,,. : ; i ... . ~ . ' • --- l. TYr'EB :·. {3) fil /8[)' QC. /rYP) PER NOT£ Sll£~T .LL. L, p .--- . • • <• I ••• ) . . . . • •• ' .. '"l(T.); ,,,.... ... -Mf#P., , G,~ ·, llfl,, . ,..,.·:, . .,,, ~.· .. ,·,.,. "~T.i .;: ·', ·'i • ,,'!~ .. :-J·· ,1~ ,Ir.-,, .• ~U,;,:J ' .;! ', ,. ' . ' .. : ' . '', ~-. • . ' t ~ .. ~~,. .. -ef✓.STING: ·.ff11Pll(f ;.,._~:. , .f -·_; -· . . . I . ·, -: .. ' ; ' ' .,:? E '·~ '(' '•!' _ ... . __ ., ,··• ... , '1 TYPE Jll ( .J il I()()' oi_; •. W.tl {RT.)~,) ••• Ill .f/!J J.ANE TAl'f,f . ' TYPe I", PAS.S RIGNTklODE • . ' \·',~ t!,_·. : ~-.>· ~:~·:~· t·/-' ;_ ~l .:~ QvD,f/,,,LANe TAPEJf.' Clt3 • li'O' ~ TlfAN.S . I, DETAIL ·--- . ' .. 7. IIIIJ(Kr) F~ &'4/X'ArfiC -;~ ·)•,4:. • •. -· 'l()tujF.ICJNt;Jl/8 4(;v4 TOF'.F"/t: 'V~: ~ ., ' ' •• • • ' • I, ' /. ' • . . . -- TYP£ JI r,t:IC/NC w fl .J-9 N/1!1 TR/lrr/C. .. \ 0/ITE BY TRAFFIC. SIGNAL MODIFICATION NOTES: l. 2. 5. . . r CONDUCTOR RUNS TRAFFIC SIGNAL OESCR IPTION REVISIONS .. PUBLIC WORKS DIRECTOR R.E. NO .. ____ _ DATI:. _________ -1 OESIGNED ,ff. S. DRAWN • . . J. LJ. CHECKED .JO IINO NOTES THIS SHEeT: EX/STIIVC TO REMA/IV C//VL.ESS NOTtD OTIIERWI.SE. FOR GEIVERAl /VOTES A#D DETAILS SEE SIIEET II SA#DBLA.ST EX/.STING CONrL/CT//VG STRIP/NG, LEGE/VP, OR ARRO~ EXCEPT AS NOTED TO REM,4/N. REhltJVE RAI.SEl) PAVEMENT MARKERS WIie.RE NECE.S.SARY. RELOCATE SIGN ONTO NEW PtJS0 .STREET L./t:IIT, OR SIGN/IL. INSTALL NEW Slt:N ,4/Vl) P()ST. REMOVE SIGN "1NLJ P().ST AS NEELJ£LJ. P,4INT STRIPING, LEGEND, .4/Vl) "1RROW.S. INSTALL RA/.SE.O P.4V.t;MENT /J'!ARKERS PER CAL Tf?AN.S l)ETAIL AND GENEJ:?,4L NOTES. " PL/ICE OR IN.STALL CO/V.STl?tJ~ T/0/V TRAFFIC ct:7/VT.ROL S/G/VS, .8A.R.R/C/1LJc.S., CONES, FLAt; TREE., tJf? FLA.S#/NG ARROW .S/B~ AS l'VOTE.O. TEMPORARILY COYER EX/STING SIG/V. @] 111,<SmLL .k-RAIL _ @ /NST-4LL ~LASI-IIN6 BEACON W/TJ...I 12" REO LENS' /'SEE SffCIAL PROJ//SIONS). Constmction contractor agrees that in accordance with generally accepted constru<.:tion pPactices, construction contractor will be required to assume s~le a~d co~plete responsibility for job site conditions during the course of construction of the proJect, mcJudmg safety of all persons California Council and property; that this requirement shall be made to apply continuously and not be limited to of Civil EnginUr/ normal working hours, and construction contractor further agrees to defend, indemnify and hold design profesRional harmless from any and all liability, real or alleged, in connection with the &landSutuctyOI/ performance of work on this project, excepting liability arising from the sole negligence of design professional. STORM DRAIN SEWER AND INTERSECT/ON CONSTRUCTION PLAN EL PA.SEO OR. CLOSED TO TH'RU TRAFF/C COAST CLOSURE HIGHWAY (S.R. I) E RI ~-,----, '7 C5'{R7) • 5/IBRIN/I ST. L'LACK LETTERS ( 6n0 C4P.7) 0V ORAN,$E 84CK6~UNO ~ CUR.8 . [2]c1q .:iPACEO EVENLY eETWEEN 6/oN@· 9 8ARRICAOBf> • (E]RI [z} C 5 /LT) [z] TYPE .II.I-·----.;(. BAR/?IC'AOE ~ W/C2 (4REQO.) t:i (CHAIN 8ARR!C,40E5 J"OGt=Tllt=I?) '• f?v,J'( •, -I++ -I++ -- ~.,_-= =: ! ~~-: ,:,f•~:::: c;;_:.:-•= =~::1=--~ :::~~~ -CONSTRUCT/ON AREA (LENGTH V.4RIE5} - - - - - -------------_::::_ -------! "X -----Y CURB \ 5m, 0 • \ • ~~~.. If--....., DIETERICH POST REORDER NO. 113013 BAYS/0£ OR/VE .5ARRICAOE TYPE .zzT CZ (48" X ;50") r 2 TYPE N-2 FLANK/No CZ , 4 REqO @ EACH LOCA T/ON. * * OR. • sABRtNA sr. NOT£: LOC4770N O.F S/6,V-5 Sh'OKl/41 ARE APPROX/MAT£. EX'ACT LOC4T/ON TO eE 0£TERMINEO eY EN6/NEER a!R/N6 covsr. C/9 (z]. ' I soo • l. = == ~~ ==-""-------------~ =. f • -De 70<.JFI SIGIUIIUG A:AAJ FOH IIU7£19SECT/OIU C£0SGll9E ~CS(LT) 4 5EE DETAIL/ BELOW LEFT .5/CN@ NO SCALE • [zj C 7 ------~. [z} CS (RT) STORM DRAIN JUNCTKM SlRUCTVRE CONS CON.STRUCTION /IRE/I 1101 el/'F 1 . . PREPARED UNDER THE SUPERVISION OF 1kt/.i"""'-~·, DATE //-1•·8' HILBERT WILLIAM DICKSON, R.C.E. N0.19417 [I]c18 .=- kl. ~ ~ I ~ CONTROL PLAN Cl3 r:::::7,QE:-;r-9~ 40 /)<=<e<-Oc:£J) :) EJ(C.~ n'K1o>CJs = '='o,-,=-r._ ,_ /Z,...u.:::.JNl'rc L/M/TL./~ = ,Jc ''.Bn::v-o-~ "-.E'O=/VO APPROVED zz.. 7 ,z}"5,'R'77 ¢ .cLJCo //5) 7 /7 -=-=--'2..-1::.. -= -= ="'--= ===--""--=--= ==-= =-= =-== == =--=--.:...-==-= = ===-.,,, == =- . COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 Herman kimmel and Associates ~.;~ 1----+---+------------+----1 TRAFF1cRI~~!"tr;Mis TRAFFIC CONTROL PLAN BAYSIDE DRIVE SEWER CONSTRUCTION ' '--·- I TRAFFIC ENGl~\ctc-_H NC-; C<.>NSULTAl'-ITS 3651 SPIWCF SIB FF-• NFWFORT BEAO<, CAUFORN'A n55Q \714) B52-£C16 • rAX (714) 852·0857 700540 DATED,t,:e...J:,;:,.. II I 0 t---TE-+--+------CR_P_T-ON-----+--t;;;DE~Sl:;:;GN:;;:E;;-D -,-;:D;;;'.RA;;;W;;:;N-J._/_. -;-------------,------1;! DA BY DES I I APP'D, MS L CITY OF NEWPORT BEACH CONT.it 5 -34-2 0 REVISIONS CHECKED DATE 0 JO I/WO /0-30-89 PUBLIC WORKS DEPARTMENT SHEET /4 OF/'? (' I ' ' \ ! • ' ,• BLACK LETTERS ON ORANGE BACKGROt/NO I I'', I 7 SIGN ©@1tE!./OTROPE y L r' 7 C 19 @ f/Et/0 TR0Pc NOTE: 1 : 1 ' ' ' ' ' . t t STl1E£T CLOSURE SPEC/AL © 9to"x48" MARGt/E.R/TE AV CL0.5EO .50/JTII OF PC II TtJ Tllli'O Tli'AFFIC .5PEC/,4L @ MARGL/ERITE AY. AT 84YS/.OE f>,f CL0SEO TO TliRL/ TRAFFIC 1 ~ s'o.c. {TYP.) ...................... .................................. _ " BARR/CAO!:-TYPE III -- ·-- --........... _J I ---I I I I I Pc/? OCEMA STO-PL.#·/404. ' ' ' \ ' ' cz (48vx3o?t-2' TYPE#Z FLANA'IN6 EACII .8ARl?/CAOc. 4 BAR/i'IC'AOES REQ'O@ EA, LOCAT/OAI 1 ' ' ' ' ' ' ' ----..... ~ "') i I I ' I ' ' ' I ' I CHAIN BARRICADES TOGETHER I I I I ' ; I /A).r s,oE . I ' ' I ' ' I / I I ' ' I , , D • CONSTRUCTION AREA 8/!AR/CAfJE. TYPE .llI (2) PER OCEMA STD. PL. /404 C2(<1-8x30) •2 TYPE N-2 FLANK/NG EACI-I f'Jl'tRR/C/!fJE. Cf/AIN BARRICADES roaETIIER ' ". f.OCAtlON o;: SIGNS Sf/OWN ARI: APPROXIMATE. cXACT LOCATION TO BE OETERM/AIEO BY EAIGIIIEER OL/R/NG COtV.5TRtlCT/ON. CALTRANS-TRAFFIC SUBMITTED BY REVIEWED BY REVIEWED BY DATE DIETERICH POST REORDER NO. 113013 I .I I PLAN -- I I I I I II " " " " " :1 " " " + n I B4.fR/CAOE-TYPE.II.I C30 EACH' BAA'RICAOE. 2 IMR/?/CAOE.5 A'E4'0. @EACH' LOCAT/0,,Y ... . ... 7 @.5'0.C.(TYP) •-·-........ • ·1· . --- • • TYPE .DI ( CBO, I I I \ ___ --------=====:_----=3 \ \ I ----------◊ I .11 I ----------.!''...-,1 ~p~~-7-..__..1... ______________ -_-___ ~-~--~---=~j·: __ \ \ I I I I I"\ I U I tir!~;;; I I I I I I b I I • I • I I I I I I ' ' I I zo· ......, .~RI! :/ RIOA (RT) ---'',- BARR/CAO: TYP.E I.l.l PER OCEMA STtJ. Pl. ."'/404. CE (40 x .30) re TYPE N'·Z FL AIYA7NG! £/IC/I MRR/CAf}c 6 BAH RICA.OES r?EO 'tJ @ • EACH LOCATION. CIIA//'I BARRICALJE.S TOGETHER. 7 SIGN@ SEAVIEW AVE. ~ CS (RT.ILT.} ..... ~S/GIY@ .STREET CLOSURE 3RD. AV. _ _.1.--1 :::,: <l 0 0 0::: z w 0 ...J 8 OET0tJR C5 (LT.) I ST. AV. --+-+--lf--+---1-~~~ BAYSIDE DR. ..I... z 0 I- <l z 0::: • <{ u u. >->->-. :::,: PLAN e TlrArFIC SIGNAL Sl:E DETAILED TRAFFIC COAITROt PL.4# AT LEFT 4TH. AV. 3RD. AV. 2ND. AV. ' ~EAVIEW AV. >-~ -;,: ~-17 SIGN© e lvARCISStl.5 AV. [zJ C7 <{ i w ...J 0 0 <:( ~ > <t I.LI en -I.LI <:( <:( <{ C( <:( C( ~ 0::: w 0 en 0 <{ >-I-...J a.. ------ --- 4/~~~PARED UNDER THE SUPERVISION OF ~ 1fldL"'J0 ~ DATE fl -I• -If HILBERT WILLIAM DICKSON, R.C.E. NO:19417 1-ierman kimmel and Associates I HO.FFIC ENGINEERING CONS\J\ TAhJTS J<;~• &r'f'UC~ srne:n. N(W"ORT CtAC'I CALIFORNIA nwo {714) 852-8616 • FAX (7141652 6857 z 0::: w u. a.. ::::, 0::: z ::::, :::c I-'l: 0 Q. 0::: 0 (/) u I-a.. z 0::: ::iE (/) w t!) (/) 0::: uJ 0 I-(/) ~ ::::, u 0 a.. w a:: a:: (/) 9 0 <l <{ t!) <t a:: z ::J ~ a:: ~ <( 0 w ...J <( z 0 (9 :c ~ a.. NOTES THIS Slicer: 0 [2J 0 l:X/.STl,t/G TO REMAl,V, t/lYLESS h'OTEO OTHERWISE. S.4N08LA.ST COA/,.L/CTIA/G EXISTING ..STR/P/#S, LEGEAI.O, OR .4/?ROW, EXCEPT AS AIOTEO TO /?l:AIAIAI. REMOVE RAJ.SEO PAJ/ENEAIT NARKEtf.S WI/ERE IVECESSARY. REl.OC4T€ SIGAI ONTO NEW POST, ST/?EcT LIGl,IT, OR S/GN4L. II/STALL AlcW S/GtV ANO POST. REMOVI: .5/GAI ANO POST AS NOTEO. PAINT STl'?/P/AIG, LEG.GAI.O, 0/? Al?.fOW. IN.STALL /?A/SEO PAVEMENT M-4RKEli'S PER C4LT.l?ANS OETAIL A.1/0 GENERAL A/OTES. PLACE OR /A/STALt. CO,VSTRI/CT/0,V TRArr/C COA/TROL SIGNS, 8A/i'/i'/CA.0c'S CONl:S, rLAG TREE, OR rLASHIAIG ,41?,<'0W S/GAI, AS NOTEO. ' , ~onstruction c~:mtractor agree~ that in accordance with generall;· acrep1ed construction prac~1ceR, co~~trucho~ contractor will b~quire~ to assume sole-and complPte responsibility for Jol) sit? cond1:1ons du~mg th~ course of c~1\~ruct10n of the project: including safety of all per.sons and ptopert~, that this requirement _shai. be made to apply continuously and not he limited to California Council non.nal work.in~ hours, and constructwn hmtractor further agrees to defend. indemnify and hold ofOvfl Enginfttl design professional harml~ss fr?m any and all liability, real or alleged, in connection with the &londSunnzyou t>erforll;-artce of work on this proJ ect, excepling liability arising from the sole negligence of design profess10nal. • COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 APPROVED TRAFFIC CONTROL PLAN BAYSIDE DRIVE ~~--;-+---~~;;;----~~;DAT~E~~~~~~-_:S~E=-W~E~R~C~O~N~S~T~R~U~C~T~IO~N~--J~ DATE BY DESCRIPTION APP'D. DESIGNE~5 DRAWN RJM CITY OF NEWPORT BEACH CONT.# 5· 34-2 ~. REVISIONS CHEC~ LG DATE 11/-ffl p ~ UBLIC WORKS DEPARTMENT SHEET IS OF 1, • e.x.•~T. 1 Vz c, 1f.JST.o,...LL t-JE..W I ,t,t 14 ILLUM, ~l~N ( 1tt1Q COMMON. 8AY610E • t-JOTE.S ~I;~ EXl-e,T l"C.·IN,,,TALL/- 1-NEW 'OLC. EXl~T. 2:" C. -lN'oTALL L-NEW OLC,. t ::1>14-IUJJM. hlG.N ~ I ,._10 COMM.ON -Ex'1<;,-r.·z"'c. lNl:>TALL ~•NEW 'OLC.' -P#,45c -FUNCTIOA/-SEGW'6VCc OIAG/2.tJM ,.. ____ t l t1 VE#/Clll.AR ~ PE0E5TR/4N __) r -'-... ' MO//t!:MENT5 A!=R rVNCTI0N -.----.. • I r"VNCT/ON P#45e 0eSl6V4770A/ 5 I 2 I::, 7 3 4 B FUNCTION TYPE s s DP DP s s DP DP EXISTING Pl/ASE DESIGNATION A:3 Al A4-A2 e::> e, 134-.e2 2t-5 J---1_ I 4•1 ~ S<2.9vanc<2. wh'h r r Calls on «II ~as.z.s I ;,-s l ' [ Z+-6 7 ·• 31-71 I 4,-sl I I I • t, u" l '-3•e"L-f ' EXl'bT. 11/z." C. IN47TALL 1-NEW OLC ( 2 #\Q LUM. E..xl~T-1 "C. -\N"=iTA.ll. l -NEW 't>LC. ~ '2. • 10 WM\NA.tlll.E. I EXI',:,,\ 1" C, -IN~ALL NEW 2•10 LUMIJJAIIZ£ ·--... EXIST 2"C, lf,,J'STP..LL l•NE.W C,LC.. ~-............. , . .,, 1,...--"l,__ . .J'L-l ,.,, • ' ~ I y.: ~ -.- • AI0T€S -L0CATIOAI 't''': MA 12 \ IJ E. AVE. '/. REMOVE EXISTING CONTR0ll..€R AND TYPE 0R··c.4,91N€T COMPt.€TE-R€VS€ EX/STING FOUNDATIOIJ AND TYPE ff SERVICEEQ(.IIPMENT. . ' 2. INSTALl CITY FVRNISNED 6 PN/ISE(EXP/INOAl3L€ TO 8 PN/ISE) Mt/t.TISONICS 901 CONTROll€R1 DETEC TIOA/ AS S#Oa/A/1 /IO'XILIARY E<;x.llPMENT, ANO TYPE 'J:?'" CA81NET. REMOVE cXISTING M/IGN€TOMETER DETECTOR CONNECTING HARNESSES AND PROV/De ANO INSTAU. ONc 3·M •• • _,_ - "CI/NOG/1" BRAND MODEL /24/4-0£TECTOR CARD RACK AND ON'e MODEL 124 DETECTOR POWER SI/PPL Y, TWO P#/ISE TIMING MODULES) lli/0 L.0,40 SJ(//TC//ES, ,4Nt) ,tJ/CYCt.E l7MING C/RC(I/TRY. 4AIO MOlJIFY TJIE EXl!IT. C4,!J/NET a/IRING AS NECESSARY TO PROVID€ THE OPcRATION .S~N. {SEE SPECIAL PROVISIONS) ~-REMOVE EXISTING CONDt/CTORS AND INSTALL NEU/ THROtlGNOtlT, EXCEPT SERVICE" CONDUCTORS. ' 4. 6 INTERSECTION LAMPS CIIANtiEO, 011T l3Y UTIL!Tl£S DEPT., (4) 2SOW-IIPS AT INTE~SECTION AN[) ' .. (2.) /5"0 W-IIPS ON MAl?IA/c ivE. TO EL/MIAIA7e CONTACT/JR JN CAl31NEr AND PJ.loro CctL· ON T~P OF CA/3/AIU. • • , E.~15T l"C, INST.a..LI,,,,. I ·NE.W 'DL,C.. - /A/O(IC'T/Ve t.OOP ■ DETECTOR SCNEOl/lE SENSOR UNIT C #AA/A/€ l 0cTEC70R I • /-~2 4tj 2 • 1•¢>4 3 • 1·¢1::, 4 • /·¢,6 I /-¢, I '11'2 2 2·¢6 3 /·¢7 4 2-¢4 I /-¢,5 '~ 2 z-¢2 3 /-¢'::j 4 ?-file I * ;j ·fll 2 *4 2 'II 3·¢8 3 j(, 4-¢>8 4 FlnORE ■ AL..L SENSOR Ut,,JITS CITY FUR:f,JIS~li.O. CARO R.-..C:.'<. I; POWE.A. SuP?L y ,:::o~ Sli.1'JS0R UN IT #1~ I I; 4-TQ 1!.E FVA.N- l~l-fE.O t:!Y THE CONTB,A.CTQB..(5E.P!:. NOTE. 2) ~ IP•.JTE.GR.A.I... CA.U... HOI..C CA'PA.&ILITY (O·~¾ .. EC.) * l~Tl!!tG~L CALL OEl>,..Y CA.P .... 81LITY (O ·S,,I 5EC.) -- INOVCTIV€ t..OOP ■ OcTECTOR SCf.lct)l/L,: $cA/SOR UNIT C.<14NNel DeTeCTOR #/ I /·¢/ (Q-DET) 2 1·¢5 (O-ttj #2 I 1·¢4 2 ?-¢4 I c·¢I #3 2 /-9'>6 :3 2·¢6 4 3·¢6 I 2·¢5 #4 2 /·9'>Z 3 2-¢2 (N) 4 /·¢8 ■ ALL ~El'J'SOR UJJIT"::t CIT'< FUtU.Jl~HEQ E.XC1!.'P"T W\-le:~& t.lOT~'C : (r-t) NE.W -- . 8ALe>OA r--.. ,-.. I •' I L.Jl.J :BLVD. J ' ' ~-:::=----c ------- CONDUCTOR SCIIEDUlc • AWG CIRC(/tr. In & & & & .~ ,f,I --.. !'I !'I .. ¢Z .. .. --.. ,. ,f,?, -!'I --3 .. ¢,4 --3 !'I 3 '?, ¢5 !'I 3 --!'I " ¢0 -e' -. 3 3 (,7 3 3 --3 .. '66 -3 --3 3 (>?P 2 -z -z 2 4-4 !UP --2 2 2 < ¢bP -z - -z 2 ""14 fJBP 2 2 --2 2 ¢2PP.B I I I I z z ¢4-PPe --I I I I ¢>bPP8 I --I I '66PPB I I --I I ¢28P8 --I I I I ¢4-0PB ----I I ¢6,0PB -I --I I ¢6BPB I I --I I l'PB(BPB Camm<V> I I I I z "i! (Mzr h«ad //,t,,n SJbn ---I I z $paras 3 3 ... ~ " 0 TOTAL 20 33 17 16 52 53 S,on,, t f Sx;n <°"'""" I I I I 2 3 lt/0 t.vmin.llira 2 z 2 2 2 2 rorAL 3 3 3 3 4-5 ,f,/ -I --I I ,f,Z ---3 3 ~ lOOP ¢3 I I --I I ¢4-. ----I z OcT '65 I I ---I CA&€ ¢0 -'l --? 2 4-#1e, ¢7 . --··-I I 9'6 3 3 --3 3 TOTAL 4-7 -4-,;;i 14- Conduit. Stztt (ex15r1wG.) t· 3· 2'" 3· z.3· 7-3" r·, ' ' L . .J - ,--, .... I I I I L • .1 L J r·-, ,... I I ' II L-.1 L-.J r -, •·' ! ' ') • .. _JI. EXl~'T. 2 11 C. e. 5_..14--~ ll'JTE:1<:CONNEC..T -IJJ~TAU.. 2.-NE.'N OLC ·-. ' , . t.. -./'-- CONDUCTOR .SCJl£0l/l.E f AIJ/G CIRCUIT -;,-_ l-z\ ¢/ : -2 '12 --,,,,_ . - ?5 "2 "2 ¢6 -'!> ¢8 '!> '!> (>-ZP -- ?bP -z. -z ?BP "2 "2 #;4 ?ZPP/3 -- d6PPI!, I I fJB ppe, I I 112 ePa. -- ¢48"13 -I ¢6 !Y'6 I I IIB tll"e -- Pf'8 f 81'6 Ccmmon I I II/um Sr. A/dm., S "'" -I s,,..,,,.. <!, ~ TOr,tJL lb <'3 6kv,.a./ ( t;;l;,,n D;Jmmon I I #10 lvrn1naira 2 2 TOTAL ~ ~ /·¢/ (Q·OET) -- 2 ·¢1 -- ¢2 --L.OOP ¢4 -- OE.T /·¢5 (Q-DeT) -- CIJ8LE 2·?'5 -- 4#1e, ¢6 2 ,.ii ¢8 _, - TVTAL 2 2 Condw ~ Siza {cxi<,f1.,9) 2"' 2y; PREPARED UNDER THI S.UPERVISION Of lllkr:1,i,/1 :iJ, ,, . DATE t./,r/J't/- HILIERt WILLIAM DICKSON R.C.I. No. 19417 & & -2 ~ '!> '!> ~ 2 4 -'!> -~ -z 2 -2 -z A. I I -I I 2 -I -I I I I I 2 I 2 "? I, 20 44 I 2 2 2. ~ 4 I I I I -- I t~ -~ ~--' ··' -I --2 I - 4-6 2" 2-2!t TRAFFIC ENGINEERING tfi"\ t-1erman CONSUL TAN TS \~ kimmel and Associates, Inc. 3300 IRVINE AVENUE. SUITE 180. NEWPORT BEACH. CA 92660 17141546·9814 00-11 ' P#ASc -Ft/NCTION-ScQl/cNCe 0/AGRAM • VIE#ICUI.AR ( PeDESTR/AN ..--------'PRQTIE-'.TliO/tt1t1ot,.--1vE -.--. I f ! j L11: ~T TU'Rlt.l<(o ♦ 1 MOVEMENTS AcR FUNCTION r . --.. .:.:;.:_ --• , -' ~f-..... -♦ . -' -----RINCTION Pl/ASE: U=S/6A.14T70.V s I 2 6 4 i 8 r{/NC7"10N TYPe I -s s SP SP SP SP CCXJRDIN/.lTEO FUNCTION Acr.· ACT NOAI-AC ""'-"·AC' ACT .1. 4CT. EXl':>TIN6 P.1./ASE 0E~l6N,9r/Q,.J ( . S<Z9U<Znc<Z IU;•fn Calls on o1// Ph«sas I , (, I : ~-: : I ,j, I I •14•0 I .. • LOCATION 11D11 NOT A PART OF THIS CONTRACT NOTES -LOCATION Ht)" : I. REMOVE EXISTING CONTROllER ANO TY-Pc p" C-48/l.lcT COMPlETE. SAt.VAGE EXISTING 8/CYClc TIMING CIRCt/lTRY. R€t/S€ €X/STIAIG FO(IND.IITION AA/0 TYPE .Lr ScRVICE. .. 2. INST4t.L CITY Ft.lRN/S#cO 6 P//ASc cCONOL/TE EMC. C.ONTROLLE.Q, a€7"EC770N AS S#OtvN. COORD/NATION cQU/PMENT, OT#ER At/X/L/A.RY cQU/PMBVT. AN..O TYPE #RHCA.8INET(U/IREO FOR PROTcCTEO/PERMISSIVE OPER.4770..V).' ReJ.10//E rwo cXIST/N6 MAGNETOMETcR 0£T€CTOR CONN€CTING /.IARNESSES , ANO FURN/SIi AND INST,t/LL /, 4 CN"ANNEL .OETcCTOR ~NECT/l{/6 #4RNE55 AA/0 SENSOR t.lN/T', A,,YO .(JICYCt..c 77M/NG CIRCU/T.RY, AND MOL)/.FY T/./c 61'/ST/NG C.4a,,'NcT ~R/A/0 AS NcCcSSARY TO P.ROV/.OE TUE OPcRAT/ON S/-/OU/N. (SEE SPECIAL PROVIS/ONS) :3. RcMOVE EXl6TING CONOt/CTORSANO INS~LL NEU/ TN.ROt/6#0t.lT. EXCEPT ScRV/CE ANO /,1/lcM'CONNc"CT CON.a/CTO.QS. , -' l . ' DATE BY DESCRIPTION APP'O. REVISIONS 1 • TRAFFIC SIGNAL REFERENCE PLAN APPROVED DESIGNED --H CHECKED COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 DRAWN<l:l-- DATE I 4-e4 LOCATIONS C 8 D TRAFflC ~16NAl MODIFICATION ~lAM BAYSIDE DRIVE @ JAM!O~E[ ~D. / MA~INE AVf • BALBOA iOULEVA~D @ RIVER AVENUE - CITY OF NEWPORT BEACH CONT. # 5-34--2 __ ,. PUBLIC WORKS DEPARTMENT SHEET 16 Of /9 • • • INTERIM STORM DRAIN IMPROVEMENTS • P.C.H. -IRVINE TERRACE PARK EL PASEO DRIVE -BULKHEAD GENERAL NOTES l THE DATUM IS THE MEAN OF THE LOWER LOW WATERS. ·RESUBDIVISION NO. 880 2 STATIONS SHOWN ON DRAWINGS ARE ALONG CENTER LINE OF CONDUIT OR ON A LINE NORMAL TO CENTER LINE OF CONDUIT. 3 STATIONS AND INVERT ELEVATIONS OF PIPE INLETS SHOWN ON THE PROFILES ARE AT THE INSIDE FACE OF THE C()NDUIT, UNLESS OTHERWISE SHOWN. 4 EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. 5 ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE CONSTRUCTED AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED. 6 EXISTING PAVEMENT REMOVED SHALL BE SAWCUT AND REPLACED IN THICKNESS AND IN TYPE, EXCEPT THAT IN A.C. PAVEMENT SHALL BE l" GREATER IN THICKNESS THAN EXISTING, AND MINIMUM PAVEMENT REPLACEMENT SHALL BE 3° A .C. ON 4" SELECT BASE IN STREET AREAS. . 7 -ALL BACKFILL SHALL HAVE A RELATIVE COMPACTION OF 90%. 8 THE CONT°RACTOR SHALL NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 9 ALL CONNECTOR PIPE JOINTS SHALL BE TONGUE AND GROOVE. 10 STORM DRAIN AND RELATED STRUCTURES WILL BE INSPECTED BY THE CITY OF NEWPORT BEACH, DEPARTMENT OF PUBLIC WORKS • THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION AT (714) 644-3311. 11 THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1988 EDITION AND SUPPLEMENTS_- 12 EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR - VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD _l['RIOR TO BEGINNING: CONSTRUCTION OF THE NEW FACILITIES. 13 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR ·AH.D'-.FIIII.filt,1Q _:l.LL ADJOJIH(IS, __ CURBS A!lD WALKS. • . ' ' . . 14 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE E~'FECTIVELY GUARDED BY SHORING SYSTEM: SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 15 THE CONTRACTOR(S) SHALL OBl'AIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 14 ABOVE FROM CAL/OSHA. 16 ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. 17 ALL CONCRETE SHALL BE 560-C-3250. 18 SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORDANCE WITH DRAWING NO. STANDARD 314.L. HYDRAULIC DATA REACH STATION Q25 V25 3 0+65 -1+11 1008 18.7 4 1+11 -2+21 1008 20.1 5 2+21 -2+69 679 22.1 PROJECT LOCATION MAP BENCHMARK 3K 28B 68 EL• 12.31 1982 8. ◄ OF A MILE NORTHWEST ALONG BAYSIDE DRIVE, FROM THE ENTRANCE INTO THE HAijBOR DEPARTMENT ANO THE UNITED STATES COAST ~UARO HEADQUARTERS, TO NUMBER 1317 BAYSIDE DRIVE; 18 FEET NORTHEAST OF THE DRIVE, SET IN THE TOP OF THE SOUTHWEST CORNER OF A CON~RETE CATCH BASIN, 9.8 OF A FOOT HIGHER THAN THE GUTTER. EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TE.LE.PHONE. COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT POTHOLE NOTE NUMBERS NUMBER 634-0251 B95·02 21 551-7736 644-3011 962-2411 542-6222 □lier 5·00 542-3975 720-4040 1·800·422·4133 72 HOURS PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITY LINES AND REPORT ANY DISCREPANCIES WITH ELEVATIONS OR LOCATIONS SHOWN HEREON TO SUPERVISING ENGINEER. 6 2+69 -2+91 7 2+91 -3+62 383 383 12.5 12.5 19. THE CONTRACTOR'S ACCESS AND CONSTRUCTION ACTIVITIES WITHIN IRVINE TERRACE CITY PARK WILL BE RESTRICTED TO THE AREA 8 3+62 -4+42 9 4+42 -5+50 10 5+50 -7+90 11 7+90 -8+76 383 313 3 !. 3 313 • , • 12.5 25.6 29.9 31.8 DIRECTLY ADJACENT TO THE STORM DRAIN. MATERIALS AND EQUIPMENT STORAGE IS PROHIBITIED IN THE PARK. THE CONTRACTOR SHALL PROVIDE FENCING WITHIN THE PARK AS DEEMED NECESSARY BY THE CITY TO PROTECT THE GENERAL PUBLIC. 20. A STAGING PLAN SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL FOR THE CONSTRUCTION ACTIVITIES WITHIN THE TIDAL ZONE WHICH IS FROM THE OUTLET STRUCTURE AT THE BAY (BAHIA CORINTHIAN YACHT CLUB) TO EASTERLY OF BAYSIDE DRIVE . INDEX TO DRAWINGS TITLE SHEET SHT. NO. I 2 3 4 5 6 7 STORM DRAIN PLAN AND PROFILE STORM DRAIN PLAN AND PROFILE STORM DRAIN PLAN AND PRQFILE LATERAL PROFILES AND DETAILS DETAILS TRAFFIC CONTROL PLAN FUTURE S.D. - ~~=~~l=F_T::::_ll::_::R_::. -=::..~ \ NOTICE TO CONTRACTOR; ' ~-• ' \ INDEX MAP ~ 1) CONTRACTOR SHALL SUPPLY CITY WITH SHOP DRAWINGS OF TEMPORARY BULKHEAD TIEBACK DETAILS PRIOR TO CONSTRUCTION. • 2) CONTRACTOR SHALL SUPPLY CITY AND SOUTHERN CALIFORNIA EDISON WITH SHOP DRAWINGS OF POWER POLE ANCHORS PRIOR TO CONSTRUCTION. -t NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN RECOMMENDATIONS FROM AN ARBORIST TO DETERMINE THAT THE TREES CAN BE BOXED AND THE REQUIRED BOX SIZE CITY OF NEWPORT BEACH , - CONSTRUCTION NOTES· 0 COlfST. !16" R. e. I' . ( 1400 D) • Sllll FRO FI bES FOR A9DI'PHlNM, NQ!l!8S © CONST. 75" R.C.P. (1400-D). SEE PROFILES FOR ADOITIONAL NOTES. ® COIIS'f. 60" R.C.F. (1400 B). SEE FROFibllS FOR A9Dl'PIONAL 1194'86,' d':ltC!{ 15" R. e. P. ( 1400 B) WITH C,\S'P 6001¥,1' IIQJ:.i:S @)-- © ©-- 9 ©-- @ PER CAb'f'RMl 'S SPE€IFIO-.WI0HS, CO_NST. 24" R.C.P,. (2000-D). CONST. 18" R.C.P. (2000-DJ. HOD IF¥ 'flh"\:USl'¼'I8H S'fRUe'fYRE 110, 1 PBR DB'l'Ail. QN SHEET I. COIIS'P. 'PR.'dlSI'PIOII S'l'RUC'PeRE NO. 1 PER b,A,C,F,C,D, STD, 2 023§, CONST. MANHOLE NO. 4 PER CITY OF NEWPORT BEACH STD. 308-L. eoHS~. JUNC'PIOH S'FRUCTf:JRE He. 1 PER OI'PY 8F IIBWPOR'P BEl,ell S'PB. 318 h . CONST. 7511 CONC. COLLAR PER DETAIL ON SHEET 3. CONST .. CONNECTION ASSEMBLY PER CITY OF NEWPORT BEACH STD. 312-L. @---CONST. CONC. PIPE COLLAR PER CITY OF NEWPORT BEACH STD.313-L. e eeHS'f. BRIGl.t. MID KOR'PAR PL0C, @--REMOVE INTERFERING PORTIONS OF EXISTING PIPE AND PLUG REMAINING PIPE WITH BRICK AND MORTAR. REIIOYE M19 REPbltCE EXIS'PIIIG BUbKIIEM) 'l'IE QQDS PER DE'l'AHo QII SHBE'f 6. REtl0VE Ai:fB REPLA:Cfl EKISi'ilfG Bt:fl:.JCHEM:J 'flE R8D MfeHOR FER BB'fAil:a OH S116E4' 6 •. @ REHOYE MJB REPLACE EKI84'IHC GQNS. QRl:\TEWA¥ J;N XIND. REH01/=E MfB RBPLltOH BKIS'l'ING COHO. SIDEWM:rK PBR CITY SEl'9, 188 L c REHQHE hHB REPLhGE BJEIS'i'ltlC PT::JBLIO CURB, CU'PPER ANB 61D&H.,\YC PBR 93:'1'¥ S'PANBlrR:DS. RElUOVE hHB REPl:ACE BKIS'f'ING A.O. PNIEHEH'f MIB BASB PER 613HBF....\f.» HO'FS HO. 6. REIIO'JE MW RllPbltCll BlEIS'l'lll6 6 11 COMC. eYQB. @--REMOVE AND REPLACE EXISTING CONC. WALL PER DETAILS ON SHEET .3. @ FRO'PEC'P EXIS'l'IIIG lJ'PibI'PY .•,PPUR11'8NMICE IN PU.C8, REMOVE i.\llD REPL.hCB B*IS':PIHG R..\ILROA9 'PIE RB'PAINIHC WALL, @ REMOVE AND REPLACE EXISTING GUY. PER S.C.£ APPROVAL. REIIO'JE MID BOl! EXIS'PI!IG 'PREE. K..\lll'PAIII DUJIIIIC CQIIS1PIWC1PIQN RBPb ... CE AF'l'ER eQIIS'l'RllC'PIOII, * @ REMOVE AND REPLACE EXISTING TRAFFIC CONTROL SIGN. Fibb ,1,BMIElO!IE9 POR'PIOII OF 6'l'8RM 9R.1J.IN WI'PII O!IE ( 1) SACK SLeRR'i. REl!O'Jll ldlB RllPb>'!CE lllHS'PIIIG A. C. BI:KE J>.1c'PU PER GEIIER..\I. 'NQ'IE HO. 6, @-GOl-)<bT. S4" f'-~F: ( 1400 • P) ~f'f=f1LE-I°\<-P--COl1/0f..l.,.__,__ ~c::,a;.. REM8VE AHB REPLACE EMls=FING RETAINIUS VIALL PER BET\ll BP• SIIEET Pn.'MBEA €.: @--END OF J.S. to ek BARRELED FOR FUTURE 75• R.C.P. AFTER INSTALLATION OF TEMPORARY 54• R.C.P!, ALL A.NULAR VOID WITH e• CONCRETE PLUG AROUND 54• R.C.P. @----PLUG 75• R.C.P. 12 8+76 -8+91 313 33.0 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. • No. 37445 13 8+91 -10+00 297 14 10+00 -12+68 297 15 12+68 -18+68 297 38.3 28.8 10.9 WESTERN PACIFIC ENGINEERING, 11-lC. CIVIL EHGIHEEP.S AND LANO SURVEYOl\5 151 Kolmus Drive. Suire D-102 Cosro Heso. Colifcmlo 92626 714/540-1021 APPROVED-:::-:~/~1.~1'l~~~=~=--W,c_:_.=,;..i..~/ __ _ Cl~INEER PREPARED UNDER THE SUPERVISON OF WARNER RCE 37445 DATE EXP. 6-30-92 DATE B'I" DESCRIPTION REVISIONS CONTRACT * 5·34·2 APP'O. DESIGNED WW CHECKED WY DRAWN WC MAY 1989 INTERIM STORM DRAIN NPROVEMENTS P.C.H.-IRVINE TERRACE PARK- EL PASEO DRIVE-BULKHEAD TITLE SHEET CITY OF NE'WPORT BEACH PUBLIC WORKS DEPARTMENT IRV 02 SHEET ,' OF ) • • • 0 5. D. 4_ DATA NO. .6/BRG. R. L/Dl5T T 1(1) '.2'2•41' 10· 4<?' 17.'\0' °l-07' ® IJ'3b0 ,;7' WE --,;2.'l!' - ® '1-9°'$2 1 ~" 4;' 38,91 1 20.77 1 © N B(;0 ?,013b'E -48.26' - ® N'i7° 'i1'4B''e -70.431 - ® N ~2° 33't;r;;"E -13.4':;1 -- w N"'2°31' <;")'E. -3/o,291 - MANHOLE N0.4 DATA 5TA A B C D, D2 Z.+Z0,?2 ZJ"5G-''1-\" ioO'' 19.0' 75" 9i;;" z+<o8.<lE 2'i.05i?54 54" IG.0' 75" 713" ,, 1) \ NOTE FOR Pt. R Kl f.JG DET,--\IL OH SHEET 5 LOT R.[0TR!PING CON~[1{,1\Cff'QR SH .. :\LL SUP'.PL'i err~ WITH S!-tGF; DRJ~WINGS TEMPORARY BULKHEAf) '!'!EU.ACK DE'1,';J1;r:,_,S PHlGN TO C0NS111FVC'TI.0~f. OF II r r- r ,, T , ... r -r • , . ' • r::.-.. • -I---t--- 11 ' I ' 4 DATE. BY WESTERN CONSTRUCTION NOTES (D ®-eo11s'P. 9611 R.e.P. (1400 Bl. :2 CONST. 7511 R.C.P. (1400-D). @ ©-ee!IS'P. 6811 R.C.P. (1408 B). 5£H3 PRGFILE SEE PROFILE SEE PROFILE FOR FOR FOR •\BBITIOUi\!:s H8'i"ES. ADDITIONAL NOTES. AEH)ITIOHAL )10!I'ES. t;'\_ 0 CONST. 2411 R.C.P. (2000-D) . ~ CONST, 1811 R.C.P. ( 2000-D). @ J~~~;:~• :::~::::: ~:=~~:~:: ::: ·! =~= =~=~:~F~:.: 1 • 16 ~:B~ 0 2 9235. 0-CONST. MANHOLE NO. 4 PER CITY OF NEWPORT BEACH STD. 308-L. ~ CONST. 75" CONC. COLLAR PER DETAIL ON SHEET 3. -:::::: ~CONST. CONNECTION ASSEMBLY PER CITY OF NEWPORT BEACH STD. 312-L. ~ CONST. CONC. PIPE COLLAR PER CITY OF NEWPORT BEACH STD.313-L. @-REMOVE INTERFERING PORTIONS OF EXISTING PIPE AND PLUG REMAINING PiPE @ WITH BRICK AND MORTAR. Q lt!:MO" I! .!mil ltl!!PLACI!! !XI STING f!!:ILRHEA6 'fIE R869 PER DE'Pi\IL 011 SIIBE'P 6. ~ RBHGVE MIB REPl:...'19B BKIS'l'IHC BYLiHIEAB 'iIE R8El AliGHOR PER E>E~l\Ib 9H @@- SHBl!l'P 6, RBMO'/E MIS REPLl,CB ElCIS'FHIG COIIC, ElRIVEWAY Ill KIIIEl, REMOVE AND REPLACE EXISTING PUBLIC CURB, GUTTER AND SIDEWALK PER CITY STANDARDS. REi10VE! AHB REPb1i:CEl EKI3'J:'IH8 A. C. P:A-VEHEH'f' JdfB BASE PER GEHERlls:h H0'1'H HO. 6 . d Rfl!IO'/B ldlB REPLACE BlEI5'flll6 611 C0IIC. CHRB. REMOVE AND REPLACE EXISTING CONCRETE WALL PER DETAILS ON SHEET 3. @-REMOVE AND REPLACE EXISTING GUY. PEA? S. C,e. APP Ko VAL ~ REMOVE AND REPLACE EXISTING TRAFFIC CONTROL SIGN. @ FILL Aflld1B8NED P8R'PI8N 8F S'P8RM BRAIN 1/I'l?II 0IIB ( 1) Si\CI{ SLURRY. @----::--CON'6T .• '="'\-" l".p.l;"e C. 14<?0-D) ~e: ~\L.E:.-FOi<:. Aeo,--n~ ~. , & REM8VE AND REPLA6E RETAINIPIG 'l.'Ab.b. PER llETAIL QM • SI IEET NUMBER 6. @--END OF J.S. TO-BE BARRELED FOR FUTURE 75" R.C.P. AFTER INSTALLATION OF TEMPORARY 54" R.~.f.,FlLL ANUI.AR VOID WITH 8" CONCRETE PLUG AROUND 54• R.C-P. ·· @-PLUG 75" S.D. PACIFIC ENGINEERING, IN ;✓ i ~ CIVIL EHGIHEEl\5 AND LAND SURVEYOl\5 ,~'fir/ .151 Kclmus Drive. Suire 0-102 C:,,ro /,1\ey:J_ C0llltxnio 92626 OcJN1S o,..~ 7/4/540•1021 OESCN'llQN APP'O, REVISIONS e")(.P. l.P-~o~4"Z- OESlClNEJ> WW CHECICED WY DRAWN WC MAY 1989 CQNTRACT# 5-34-2 INTERIM STORM DRtilN IMPROVEMENTS P.C.H.-IRVINE TERRACE PARK- EL PASEO DRIVE-BULKHEAD OUTLET -STA. 3+75 Cl'TY OF NEWPORT BEACH IRV 02 PUBLIC WORKS DEPARTMENT SHEET , d OF t•, I • • j I • •. : f WALL SUPPORT AND FOOTING TO eE l't.E- COtl'l>T~UCTED IN KIND WI-IEt.i 'e>TOP.M 1PRAIN CONSTRUCTION COMPLETE ---• ll' . (\J rO I .;.,-~o•~: .. : I ~--_ ~ -"1TEEoL PLATE-TO e,e 01 "e>COIJN ECTe.D ~ MAIN WALL R.E.MOVEl:J. SECTION x-x N.T.5. WALL TO l!>E REPLACED WI-IEN CONSTRUCTION OF STORM DRAIN COMPLETED i'\~4+-l-+-+-------1 ~ ~ __ .,,_'C.. ...... e--1t4-Clft,\JI.A~ "!IE,~ I ~VIEW OF WALL LOOKING _ .:: 1 _/ SOUTH FROM E,A'/5IDE. D~R-----~---~----~ 1 , ••• ~ u:LL.AI". . "9t"""l"ION -•. 2.-+"\1.12. _C~O=--:N...:....G:....:.R..:.::E=-~;...,,-;=---=-.s-. _W_A_L:__L __ @) " \4-.7 o/o @i---7_'7..;__"_c_o_N_c_._c_N_~ __ :-_L-_/::,,.._~ __ D_~_:n_""p...J_\L-__ _ ' WESTERN PACIFIC ENGINEERING, - Ii) D -0--\)') r- • . . .. --s .. ~ -- -~.--=---~~T'I ""::: ;:-·--==-. J -= ,__ ' t~ ~--4-" TYP i}'1 TY p ~--.-~ """ - c:-bl (! -''-4 -- i> rv. ,=-~ • - V, ;-:~-lj ~-.::-~ -· .,, /_/ --- - . -- ---t---f--- L . . DETA! L N.T.5. E-tp. e/30/_~ J'1, Cf\J\\ *~ '4I£ CF Cti.'.\~\l~ . 1 (fa,~ CIVIL EHGINEEP.S AND LAND SURVEYOP.S / / 151 Kalmus DrM!,, Suir~ D-102 IN ;If'/// t_'.{__/~/#--c...--Costo Me>o. Collfomio 92626 ,._,,_,-_e:., YI>'-'"'"' ~tee '714/540-1021 1Z,.c...c:, '"AA.'?,. e:..'l(. P: ro-~o-e,,z... DATE r -· , , - -- "7 - -- - ------ L. --- -t-· -' --- ' ... ---' --. _-_ 1-- ---I..-I--•. ' - --, - ------- ------ =--·----- • DESCRl'TION REVISIONS --. ., .... ' == -- 1-.::·· , __ 1---- ---~ i....:_ -.. . ---- --- ----- . ....:. ;_· ---_---_ -_-_ - - --I-. ---=----_ -_ -·--· -= -:... ... _--. .. ----- ------ ::'.._ ---=----- -- ....:..: - -------- . ,.,. -- ---.. --------- I'.' -:: 20' CONTRACT #"5-34·2 APP'D. DESl8NEll WW CHECKED WY DRAWN WC ,a~H MAY 1989 ' - -.. --- -- ~ ---+---t-. -1---- . - - . -. - ---------- ~. ---1--- --------- -_-_ --- - - ---_ - : --• I.--. -- - -• _- . :___ - _- \ I - --- INTERIM STORM DIIAN M'ROVEMENTS P.C.H.-IRVINE TERRACE PARK- EL PASFO DRIVE-BULKHEAD LATERAL PROFILES AND DETAILS CITY OF NEWPORT BEACH IRV 02 I -PUBLIC WORKS DEPARTMENT SHEET ,c. Of' , • ~ .. • 113660 :r (.) <l LLi CD z 0 I- (.!) z I-z ::, :r LL 0 -e ~ ::j_ _ ___2"/.l--;A~O~A:_:M~S---~-'A~Y~E+;<, 0 RANGE COAST 8 A K E R a CITY OF COSTA MESA COllEGI: f------"V/ e • w 0 • ~ 0 . I • • 0 < 0 • < r • ~ VICTORIA 5T . .. r-·, ~ .L• • 19TH ST -· ~-'-'-=--+c1=---'-'-~ <\ ~ ·1 i ~ ~ (' / ,,,. / .. u c( ... • --> • -• ~ Q_ li'IDICATES ~REA SHOWN ON LOCATION MAP 0 C E -4 Iv VICINITY MAP PROJECT VICINITY ¼ 0 ¼ 1/z 3/4 l C,~APHIC SC.At£ IN MI\ES SYMBOL LEGEND .... 0 tr □ -0--- E- POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR D. MON UM ENT -x-x-FENCE BLOCK WALL C~ TREE !)'-,'[J SHRUBBERY /' .&.&.&& ASPHALT PAVEMENT :;:t ,o;:•;,, I?;,; 'rr'2i"...c5:'n BRICK WALK I . . . I L.:'-~-,...1 CONCRETE t j """-"'-/-"'-",a BUILDING -----EXISTING CONSTRUCTION NEW CONSTRUCTION ---,t-CENTERLINE _ .. _,,_ SEWER LINE ---·-w-WATER LINE --G-GAS LINE -£-POWER LI NE -TEL-TELEPHONE LINE -rv-CABLEVISION LINE -SP-SPRINK'... ER SYSTEM 3:1_ EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILl~IES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT " NUMBERS NUMBER 534-025 895-02 ?' 6il 644-30'1 962-2411 Cl T'Y OF IRVINE U C , \ \ ~ PAClfl VIE MfM ll l A.l PARK RD. 542-6222 after 6.00 542-3975 720-4040 1·800·422· 4133 CITY NEWPORT PUBLIC WORKS OF BEACH DEPARTMENT RELOCATION OF EXISTING 1811 AND 24 11 SHEET INDEX I. TITLE SHEET 2. PLAN & PROFILE STA. 10+04.82 TO STA. 10+38.87 STA 10+00.00 TO STA. 10+38.87 3. MISCELLAl'JEOUS DETAIL~. GENERAL NOTES I. All WORK DETAILED ON 'THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL. EXCEPT AS O'IHERWISE STATED IN 'THE CITY"S STANDARD SPECIAL PROVISIONS, OR IN 'THIS CONTRACTS SPECIAL PROVISIONS. BE CONSIBUCIED IN ACCORDANCE WI1H 'THE "ST AND ARD SPECIFICATIONS FOR PUBLIC WORKS CONSIBUCTION, 1988 EDillON" AND SUPPLEMENTS. WATER TRANSMISSION MAINS IN THE INTERSECTION 2. EXISTING UNDERGRUUND U11Ll11ES ARE SHOWN PER AV All.ABLE RECORDS. 'THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TIIE ACTIJAL LOCATION AND ELEVATION IN 'THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF TIIE NEW FACillTIES. OF JAMBOREE ROAD AND BAYSIDE DRIVE - CON'5TJ BASIS OF BEARINGS THE UEA~WGS SHOWll HEREON /I.RE Otl THE '.:AL!FORNIA STATE COORDWATE SYSTEM-ZONE VI ,1975 DATUM PUBL!SHED BY THE ORANGE COU'.HY SURV EYO, NM-•4e,'SC:,"W 353.54'' 'CT Z,"AIR ,4110 //ACt/OM 'r' f"'&;e CITY OF /v'EWPOieT o. NO. S7D-5IS-L /07.,..!$2. 77 IE ST BENCHMARK AT CORONA OtL MAR, QRAJ,IC[ COIJNT'!, O.:J NILE SOUTHEAST J.lDNG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.) P'ROM THE POST OFFICE;. BETWEEN HAZEL DRIVE A.JriD SEAWARD ROAD, 42,1 f'EET NORTHEAST or THE CEHTERLINE OY THE HlCHWAY AT SURVEY STATION io2+60.6, 4,B rEET NORTHEAST OP THE FLOW LIHE OF THE. CURB A.ND 0.4!5 P'OOT NORTH A.NO 0.!55 tOOT, WEST OP THE NORTHEAST CORNER OF TH.! TOP or A CATCH BASIN ANO SET Ill THE TOP OP A CO)ICR.ETE POST. B'76 86. 895 I 't .5C,qLE 1 • ~40' ,RELOCATE EXIST/AG /6" WATER T;e4NSM/5SION MAIN r'E/e cNLA.RG6-4'1ENT F'L-4N UNDERGROUNDSTRUCtURES ALL UNDllll!G"'OUNO UTILITlllf 0"' •TIIUCTUlltf llll"'OIITC-0 ■ Y THC: OWNt:,t OiJI OTHIII• A]',(0 TI-IOSI •MOWN ON Tlil RECO,tO• CXA,MINIO A,111 JNOtC,t,TIIO WITli TMl:III A~~l'IO)CIMAT( LOCATJO"I ANO [XT£NT TH(' OWN[II ■'r ACCt~TING THIIIII ~L•N· 011 ~.IIOCIII.OING WITH l~~lltOVlt,_.lt._TS ,-URSVANT Tr<l"'IITO AG"'lt• TO A•■UMIE Ll ... ■ILITY ANO TO 1-101.0 UNOIIIII• S!G'11ED HAR).l\..llSS l"OR ANY CAMA011 1111:&ULTING ,.ROM THII EXIITEHC• 0#' UNOIERGROUND UTlLITJES Ollt ■TlltUCTUIIIS ~OT IH~CIHIO iO THE UNOl:ll■IONIEO. MOT INOICATID ON THC ~U ■LIC llt[COl'IDS IElll,MINl:D LOC,t,TE:D AT v••1.6.NCI[ WITH TH.I.T All~IITl[C o• IHOWN C,C R[COROS UCAMJNtD .,.Ht CO'-TR,t,C:TO!t 11 lltl[QUllllO TO T"IICl DUI ~,itc"UTIONAll'I' ~£J..IUl'l'lf TO .. l'IOTlC"f' nu: UTIL1Tl£S OR liTJIUCTUlllll[f IHOWN AND ANY OTHIII lJTILITIII OH liTJfUCTUJII. ,-ouNO A.T TMC SIT£ IT SliA.\.L Bl THI: CONTII .. CTOllll'I RU~O"'ISlalLIT'I' TO NOTIO"Y THI CWNll:111 01' TH£ \JTILITltl Oil! IT .. UCTUl'l(S CONCll: .. NIED ■lf"OHI: ST,t,ATING WOlllK 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO All ADJOINING CURBS AND WALKS. 4. ALL P.CC. AND A.C. REMOV Al.S SHALL BE OUTUNED TO NECESSARY WORKING LIMITS AND SA WCUT TO MINIMUM DEPTII OF 2 INCHES PRIOR TO IBE REMOVAL ALL DEBRIS CREATED BY 'THE REMOVAL OPERATIONS SHALL BECOME TIIE PROPERTY OF 'THE CONTRACTOR AND SHALL BE DISPOSED OF A WAY FROM IBE JOB SITE IN A MANNER AT A LOCATION ACCEPTABLE TO All COGNIZANT AGENCIES. 5. IBE CONTRACTOR SHAlL NOTIFY IBE CITY OF NEWPORT BEACH AT 644-3011 AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB & GtrITER SO IBAT TIIE FORM LOCATION CAN BE CHECKED TO ASSURE ITS COMPATIBIUTY WITii EXISTING CONSTRUCTION. 6. TIIE WALLS AND FACES OF ALL EXCAVATION GREATER IBAN 5 FEET IN DEPTII SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF TIIE GROUND, OR OIBER EQUIVALENT MEANS. TRENCHES OR EXCAVATION LE~S 1liAN FIVE (5) FEET IN DEPTII SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECT'ED. 7 . 8. TIIE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORKS AS DESCRIBED IN NOTE NO. 6 ABOVE FROM CAL/OSHA. WATER MAINS SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L 9. NOTIFY SOUTHERN CALIFORNIA EDISON CO. 48 HOURS IN ADVANCE PRIOR TO TIIE CONSTRUCTION OF ANY STREET LIGHT OR TRAFFIC SIGNAL FAOLJTY. CALL (714) 895-0203. JO. CONTRACTOR Will SHOW CAUTION WHILE CONSIBUCTING NEAR SOUTHERN CALIFORNIA GAS HIGH PRESSURE GAS LINE. SO. CAL GAS WILL BE NOTIFIED 48 HOURS PRIOR TO ANY WORK NEAR IBEIR FACILITY. CALL (714) 634-3122. 11. CONNECTIONS TO TIIE EXISTING WATER SYSTEM SHALL BE MADE AS SHOWN HEREON AND IN ACCORDANCE WITH SUBSECTION 306-1.2.14 OF 'THE CITY'S STANDARD SPECIAL PROVISIONS. 12. All P.C.C. AND AC. IMPROVEMENTS REMOVED BY 'THE CONTRACTOR SHALL BE REPLACED AS SHOWN IN IBE TYPICAL TRENCH SECTION PER CITY OF NEWPORT BEACH DWG. NO. STD.-105-L ALL O'IHER SURFACE IMPROVEMENTS SHALL BE PROTECJ'ED IN PLACE, OR IF REMOVED OR DAMAGED BY 'THE CONTRACTOR"S OPERATIONS, SHALL BE RESTORED TO TIIEIR ORIGINAL CONDillON PRIOR TO CONSTRUCTION. 13. CONCRETE TIIRUST BLOCKS SHALL BE POURED AGAINST UNDISTIJRBED SOIL AT All ELBOWS, TEES, REDUCERS, BENDS, FIRE HYDRANTS AND CROSSES ACCORDING TO CITY OF NEWPORT BEACH DWG. NO. STD.-510-L AND TIIE WATER PLANS. 14. All TIIRUST BLOCKS MUST BE INSPECJ'ED AND APPROVED PRIOR TO POURING CONCRETE AND PRIOR TO BACKFILLING. 15. A CITY OF NEWPORT BEACH OFFICIAi! MUST BE PRESENT FOR ALL STAGES OF TESTING AND CHLORINATION. 16. AS BUILT LOCATIONS OF IBE WATER MAIN SHALL BE RECORDED BY THE CONTRACTOR AND FILED WITH IBE CITY, 17. BEFORE STARTING WORK, 11-fE CONTRACTOR SHALL OBTAIN A PERMIT FROM 'THE CITY OF NEWPORT BEACH. DEPARTMENT OF PUBLIC WORKS. 18. ALL OPEN EXCA VA TIO NS WITHIN A STREET SHALL BE STEEL Pl.A TED AT All TIMES. EXCEPT WHEN 'THE CONTRACTOR IS PHYSICALLY WORKING WITIIlN 1HE AREA AND HAS PLACED BARRICADES TO TiiE SATISFACTION OF 'THE CITY INSPECTOR. 19. STREETS IN CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES. 20. CONTRACTOR SHALL CONSTRUCT All AIR AND VACUUM RELEASE VALVE ASSEMBLY RISERS ATTiiE BACK OF SIDEWALK, CENTERLINE OF 18" DIAMETER VENTED PIPE COVERS SHALL BE 15" FROM BACK OF SIDEWALK (6" CLEAR FROM BACK OF SIDEWALK TO EDGE OF VENTED PIPE COVER). 21. FAIT.URE TO COMPLY WITH ANY OF TI!E ,., • \'E ri'EMS SliAI CBE SUFFICIENT USE FOR TiiE CITY TO AR:~•. l' ·•,R TJfl' '.'JF~ES,,\RY WORK TO BE PERFORMED BY OTIIEI s. ",~ • ',~ rs SHALL BE CHARGED TO THE CONTRACTOR. 22. ALL ANGLE FITTINGS SHALL BE FACTC ;~ F< <RGf:D. STANDARD OR LONG RADIUS STEEL BENDS .. , '.ill'"DS ~Ii \IL BE 45° OR 90" MANUFACTIJRED FITTINGS. WHERE A,'\GI res ARE LESS TiiAN 90" BUT GREATER TifAN 45', liENDS SHALL BE'M \nE VIA SHOP MODIFICATIO:S: OF A FORGED, SMOOTif RADIUS QQ" llE:-fD WHERE ANGLE IS LESS THAN 45°, A SMOOTI! RADIUS 45° BE:-.'D SHALL BE SHOP TRIMMED. 23. ALL J0/:0-'TS ON 2" AIR-VACUUM RELEASE PIPE SHALL BE SILVER SOLDERED. WROUGHT FITllNGS. NO FL\lff OR COMPRESSION FITilN< ;s SHALL BE ALLOWED. REFER TO CITY OF "IEWPORT BEACH ST-WDARD STD-515-L CITY OF NEWPORT BEACH DIRECTOR OF PUBLIC WORKS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT BEN NOLAN RCE NO. 12806 DATE 9-"6& ~ JEFF STANEART RCE NO, 38799 DATE V-5190~5 SHT. IWOF3 .. .. I \.__ -- /0-1--00.00 4-PT 'l-E)( 24" RC.SCP (CC,P) !0+04.82 4.. 2,4° WATER MAIN CONSTRUCT BU7T .sTRA P • I CON::/TKUCT20"CML ~C 5TEEL-FIP&" (/VIII\!. WALL THICKNESS 5/JG") WITH WEL-DEO JOINTS ,REMOVE= /A/TERFER!NC FOR770/\I.S OF EY Z.4" RCSC,P(CCP) AND C:0/VSTRUCT 24" CML,f"c STEEL PIP£ c/VIIA/. WALL rr/lCK/VESS 8/!G") WITH FULLY vV6Z.DcD ~01/VT'S 3-W /0+00 ~ f!3 ;:>;a:>? ,Pt,=G" CCJNSTKLICT BUTT 5T,';:;4P /0+-35 23 <£ ?KOP P/,PE CONSTKL.ICT BUTT 5T,e.4F I • [E. PROP .%" VCP ----''f----t---------- ---~L_E_X' BAYS/De. DR I, I I I/Cf" PIPE 5TA 1,:;;-t-00 ;V 84-b 4-cJ ✓ .5,::7 ,, J,V IO+sB.87 i. 24" WATER ,MAIN CONSTRUCT BU 7T STRAF P!P/A.IG ENLARGEMENT PLAN ( ;0-1-03 /'9) £ EX l""/;'76' __ ~------' /0-1-03. /9 { COMl"'Ov'/\/0) ,f-/""T e ,P,k'C>P ?/l"G C0/\/5T~UCT 45b ELfx'JW AND TH~UST BLC!C/C ?EK CITY t"JF NEWPOl'?T S6<1C-H IJW6. NO. ST.O. -5/0-L AND Yz." ST&&L .HOOKS ?El< CITY t"JF NEWr'Ol<T B?ACrf OW6. N.O. 5T.0-5,X,-L /0.,./8 . .¾ /01-35.34 1: EY./7/FE ~-~---/0+32.00("COM~AI?) 4,_"PT 1!: !",ROI"' PIPE: CON5TRLJCT .,;5• ELBOW AND THRUST BLcJc,k r:·:":' ·/; ·y OF f.lEW,PO/<?T t5EACH DWG. ,\/0. i -r.'.7 :i/t__)--L A,VD ,Yz.11 5TEEL HOOKS . '°-'' a• • _; ·,-,-:i_c NGfV,F'C)RT 13EACI-I OWG. NC ; ; r_r; .50.:p -L KEMOVE INTE.RFG"R/NG ,F"O;'i:'TION OF 5X. /8 "RC-SCP (CC,P_} ?/?ING ENLAKGEMENT [}ET-4/L© -1,:; r ---------------.---r---,--------r---..;;;~------.-----------1 ,. APPROVED ,;> WATER TRANSMISSION MAIN REI_OCATION IN THE 'I' . . 'r-2. ~fl C/Jeiil,,William'Prost ® c';ll.ssocia,tes· PROFESSIONAL ENVIRONMENTAL ENGINEERS &. PLANNERS p' 3~.,,·•:;·,~-:· • ·.=· "'';,, -· ' ,·•' .. , .. -,. i--+---+------1----1 Q,..LL ~ ... .£-uEjouA> UT/L/Tl~S 0/Ra:7< R.E. NO. ~6J"l'l DAT 5•1-qo DATE BY DESCRIPTION APP'D. INTERSECTION OF -JAMBOREE RD AND BAYS IDE OR STAI0+04.82TO STAI0+38.87 STA I0+00.00 TO STA 10+38.87 r .,. 1/5" J?cMOVE EX. MOR?;:4J?CCJ4T//\IG A#D V'lCKWELD EX. W/RE W/::LJP /N tZ) LL:lC4TION5 ?;'('/OR TO COTT/NG W/RE AND Pi.Pc. .075""THICK . . . . -. . . . . . . ... . - • • • • I EX.2.-4-"RCSCP (CC.P..) CYLINOGR OD. 25¾" . . . . ', . . . -. . . ; ' • .. ' -, . /O''.x£if6"MIN. 8UTT5T;eAP 7'' MAX. G.<'OUT /N FleLD r..t::K Z PLACES INSTALL (Z..)5HC:YT/e,4 f-/EAVY' H4LF ------COUPLI/\JG5 WITH PL.UGS NHERE REQUIR:EO FOR ,.4CCE56 TO FIFE STD WALL 5CI-I 20 . 375" THICK . . .. . . . ; ' ' .. PR:OP Z4"CMLfC SCH.20 PIPE CYLINDER O.D. 24" 3/8" MIN-STEEL KEv'l/fVl;../G 1?00 FIELD WFL-0 ,,4LL AROUND PIPE ADO 3/-,;-"MESH STUCCO WIRE KEINR::JKC&"Mt::NT ro FIELD Ar'r'L/EO MORTAR • r'/?E CONNECTION .DETAIL BAVSIDE FOR INSTALLATION OF 2" COPPSR TC/8/NG REN1DVG AND REPLAC-£ EX coNCRGTE SIDEWALK IN KIND TD NEAREST JOINTS AND TUNNEL U,VDER. EX CONC CL/RB ANOC,U7TER ,. Z'' AIR ANO VACUUIW ,RELEASE i!'ALVE ASS<SMBL Y APP'UCABLE PoR770N5 PER. Cl7Y OF NEWPORT Bi=.ACI-I DWG NO srD-515-L. SEE PLAN I 0,V SH~ET 2.W FOi< CONIVECTION TO 24 CML f C STL PIPE- '' NTS ,4-5"COP?6R' Tt./81/JG ELBOW 2" COPPER TUBING, SEE PLAN I ON 5H€ET 2 W t=oR CONTI/VUATI0/\1 PROTECT GX TRAFFIC 5/c.NAL POLE AND FCX>TING //\I PLACE AIR ANO VACUUM VAL.VE RISER LOCAT/C>N DETAIL / GKOUT /NF/ELD KEMOVG"" EX MOR7:4/c? COLJTING AND TACK. wa EX. j,i//,RE W!e4P /N (ZJ LOCATIONS PKIOR TO CUTTING WIRG" AND P"lf"6i . , IO"'x 5//~"M/N 8UTTST~P , . ' £><. IB"RCSCP (CCP.) CYLINOER O.P. 19 ZS/2z." 3/4"Mi,M.- I . 7''MAX /"'IF£ CONNE"CTION .O~TA/L NTS IN5TAL'--(Z)S"EXT//::4 H5Lii/Y HALF -~COUPLINGS W/Tf-/ PLLIGS WH€"RG KEQU/KED FOK ACC&SS TO ?I.PE 5TD WALL SCH 2.0 . 375"THICK . .. . , , P'KOP ZO"CML/C STL.. SCH 20 F/t='E1 CYLINDER O.D. 2o" ,400 8/4" MESH .STUCCO W/Rci" REINFO_RC17/v1ENT TO FIELD AFPLIED MORTA~ r-----------------:---:--------r--r:--T-------------,--r,A;;;PPPFRITTOVVFEnD------.------------------1 WATER TRANS\/liSSION MAIN RELOCATION IN THE !NTERSECTION OF JA'v1B0REE RD AND BAYSIDE DR r2 ~ C/Jeil/,,'WilliamPti>st ® ~ssociates a PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS ~-'mi~--~ 06V TIU TIES O~RECTIJK R.E. NO "3S"1'l' DAT 5-1-')0 Ml S CELLANEOUS DETAILS F. 0 ,•,,' • • . ,. " ,"---: ·,--c:r_',',::,~--;:,, DATE BY DESCRIPTION APP'D. DESIGNED DRAWN -re-oo,;::. J£.&G CITY OF NEWPORT BEACH w-51'70-S REVISIONS CHECKED DATE D.ArALLAH s-1-cto PUBLIC WORKS DEPARTMENT SHEET 3 W OF 3 <.//J Z48Z7 1,__' ',J ,, '