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Home My WebLink AboutR_5609_SFJt.OJtCT .SITE Vl(IN\TY S H E ET INPE:t- SHT.Nl D[\tRIPTION I. INH~ MAP ANO btNERH NOTES t TYPICH SECTIDNS, tONSTRUt110N NOHS, ~ OfHILS 3. PLAN ! PROFILE -FROM SH. 16 + ll. o! H SH. 11• 64.4 7 t PLAN i PROFILE -FROM STA. 11 •04.41 TO sn. 8l+OO.OO 5. PLAN! PROFILE -FROM STA. BJ+oooo 10 SR g1+&&H &. TRHfll Sl&NHIH110N PLAN 1. lRAff\l STRIPIN& PLAN 8. CROSS IEtllONS -FROM STA. G6+Jl48 TO S1A. 7l+\O.OO g CROSS SHTIONS -FROM SI!. H+00.00 10 STA. 81+10.00 10. CROSS S[(TIONS -FROM SH. ei,oo.oo TO SH. 89 •10.00 \I. [ROSS SECTIONS -FROM STA. 90+00.00 10 STA. 91 + 00.00 12 STREH Ll6!TIN6 PLAN ....... , .. , .. "'··· .,. • ..... •,, ,. .. " , .... / GI HAHi( SIGNAL MOOlfl(HION PLAN -£. COAST ( fil HlbHWAY AT JAM8HEE ROAO. ---. ~ ... _ .. , .. __ ,, ----- ------- CD © T.l. EL. (13 7 0) UNIV CHIF. IRVIUE LEGEND (ONS1RUCTION NOH CURVE OATA (ENTERLINE E!IS11NG A.l. ~E~M EObE Of EK1111N6 PAVlttG EXISTINb POI/ER POLE \ &UY TOP Of CUI~ FLO\lllNE E~IS11N& ELEVATION --------------• -- P.>ENCH MARK / / -==----/ ---· . • U.S.C. ~ 6.S. C-771 A ~RONZE OISK SHMHD 11(-771-1945 11 LOCATED AT THE SW'LY CORNER Of HST COAST HIGHWAY (U.S 101 ALT.) AND JAMbOnE ROAD AT CROSS-JUNtTION Of MARINE AVE. LEADING \OU1H TO MLbOA ISLAND FEHY, A1 18-INCH CONCRETE PIPE CULHn b90•67, IN THE TOP Of THE SOU1R HEAO\iALL, 58' I{ OF APPROtlMA1E C,NHR Of lH NOH! mo Of A 1R!ffl( ISlANO IN THE CENTER Of TI\E AVENUE 56.5' S. Of THE t Of THE HIGH\IAY, 0.9' E. Of THE W. END Of HEAD\iALL1 AND AbDUT 4' LOWER THAN THE HIGB\vAY. ELEV. ~ 1i.595 M.S.L. U.S.C. ~ ~S. DATUM ------- ------- ------- ------------ INOE1 M~P SOL~ : 11 • 100' C~TY OF NEWPORT BEACH PUBL~C WORKS DEPARTMENT CONSTRUCTION PLANS THE IMPROVEMENT FOR OF EAST COAST HIGHWAY {STATE H WY. 0 RA. -6 0 -B ) LIMIT OF CONTRACT FROM STA. 66 + 37. 69 TO STA. 91 + 66.48 NOT£: THE CONTRAlTOR SHALL NOTIFY THE DtSlbH ENGINEER Al 54S-772l AFTER PLACEMENT OF FORMS ANO PRIOR TO PLAU~G lONCRfTE FOR CURB t GUTTER SO THAT THE FORM LOCATION CAN Bf CHElKED TO ASSURE ITS COMPATA51l\TY \IITH EXISTIN6 CONSTRUCTION. ADVANCE NOTICE MUST SE GIVEN IN TWENTY-FOUR (14) HOURS AND ANY CONCRETE PLAlEO WITHOUT PRIOR APPROVH FROM THE DESIGN ENGINEER'S OFfllE WILL H THE SOLE RESPONSl;ILITY OF THE Joi CONTRAllOR. II\ ---.._ -;\~. 11,,1.11 ',-= iv' 12tr111t11Na w11tL E A S 13 11 •"';> ,.,11 N• 4 I. 3. 4. I. 6 7. 8. 9. \0. I\. 11. ll. 14. II. 16. GENERAL NOTES HL WOIK WITH!n THE LIMITS Of EAST COAST HIGHWAY \HALL U DONE IN HlOROAttCE \vllH rnE SlANDMD SPECIFICATIONS Of THE \UTE OF tAllfORHIA, DIVISION Of HIGH\IAYS, DATED HNUARY, 1971, All□ TO 1H£ APPLICAHE PORTIONS OF 1HE STAND/\RO SPEClflaTIONS FOR PUbl\C \IORKS [ONSHUUION, DATED \910. HE [ONSTRUCTION Of All PUblll IMPROVtMENH Sf\ALL COttfORM TO TH£ REQU\11.H\ENTS ~ TH£ APPROPRl~H SHNDARO DRAWINGS UF 1Hl CITY Of NEWPORT UArn, UNLESS OTH£RIVIIE. N01ED. STATIONING UfERS TO CENTERLINE QI S1H£1. CURb DATA HfERI TO FACE Of CURb. HL UNOHGROUNO IVHK SHALL b£ COIIPLt'iED PRIOR TO nVIN!i Of STREETS. ALL PORTLAND CEMtNT CONCRETE SHALL U CLASS 6.0 -C -lOOO. ALL ORAINAbE STRUCTURE\ AND RETAINING VHL FOOTINGS SHHL M CONl1RUCHO Of CLASS 6.0 -b-!000 CONCHTL f_c_, JOOO P.S\1 f.s., H,000 P.S.\.1 UNL(SS 01H£RIVISE INDICATEO ON PLI\NS. ,i!ITING UNDERGROUND UTILITIES AR£ SHOWN AS PER AVAILAbLE RECOROS. THE CONTRMTOR SHHL bE RH- PONll~LE fOR VE!lfYING THE HTUAL LOCHION AND H[VATION IN THt flHD nlOR TO bfGINNING CONSTRUCTION Of THE NEW UTILITIES. HVING tONJRA[]OR rnALL AllEPT tX\STINb \TR£ET SUbGRAOE CONOl1\0NS UNLESS IHITHN NOTlflCA1l0N II G\VEN TO OWNER PRIOR TO bEGINNING \/ORK_ HL EUOSEO CONlHH \URFAlES S"HL CONFORM IN 6RAOE1 COLOR ANO FINIS" 10 All AOJOIU\UG CUR&S AND WALKS. HL EHOS[O FERROUS MEHL !An\ TO bE GALIAN\HO PER \TD. SPECS. AfTER fA&R\CATION ($Et. 206-1). THE CONTRAC10R SHALL MAKE 1"E NECESSARY ARRANGO\ENiS \VITH THE CITY fH 1"E SHUTTING DOliN 4 iRAININu Of THE EY-IITIN• \/ATER LINES IN OROE~ TO fAtlLITATE THE PKOPOSED CONNHTIONI MODIN6 MAHRln S"AlL b£ UStD IN ALL UTILITY HENrnEs, INlLUDING \HHR ~HIN\. ALL liAHR MAINI SHALL U ASbESTOI CEMlNT PIH, CLASS Iii MIN. GAH 1Al1£S AOJAlENT TO blNOS ANO 1£E's SHALL M fLANbED bY nNG-TITE ANO rnHL bl CONNElT[O fl\NGE TO flf<Nut WITH sum APPHHN~N[t\. rn£ SEH (OH rnHL [ONSIS1 Of is -IN ~SPHAlllC [\,\ULS\ON (PA1\NG ASPHAl1 GHiE 60-10) ANO S\IHL bl APPLIED A MINIMUM Of lO DAYS HTER 1"E Ac PAVEMENT CONSHUt110N (AS PARl Of lH lLHNUI OPERATION) Al THE RATE Of 0.10 GAL/SQ.YD. STREU LIGBTS SHHL H l"\£LOEO AS REQUIRED. APPROVED R.AtUJ~ = ~reoru O rFRDST AN Cl ASBCCIATEB l---+-----1-------+-----+--l@ ' , f2J. u 1---+--+-------------f-----+--l ~ORll~ 01'1..~tTD~ IMPROVEMENT EA ST COAST Fl ANS fDR SHEET HIGH\\'AY 1 CIVIL AND STRUCTURAL ENGINEERS LAND SURVEYORS AND PLANNERS R.C.E. NO. IH ti DATE £2-'2-·?7__ 136 ROCHESTER STREET (714) 548-7723 OSTA MESA, CALIFORNIA TEL: (714) 542-1022 FIELD BOOK SCALE [J{J,V )-It-)} 144·~ ~\ NOTED TITLE S H EE T 1i OF DATE M~Y 11111 RCE NO. \ ,\ ] 4 9 DATE BY DESCRIPTION REVISIONS APP'D. DATE DESIGNED DRAWN R.M.6. T. L.T. CHECKED DATE J. G. R. 5· ll· 71 CITY Of NEWPORT H~CH PUUIC WORKS DEPARTMENT J. /IC! '12.. I I. I / " \; z I 0 r 0 " " 8 0 " ~ " m 0 " " 0 '1 ' z 6 C z " Pc . " 0 ' s "· p < " ,- "' n > C ~ 0 " z " " \; z I 0 r 0 " n [S D " " 0 " m O " " S1 q ;;:: Q - - z C ~: rn m JJ 0 :0 ~ "· :S z Ci) z C $. [D m JJ A 0 ((fi 1.@"::: 'O d9 0 V 0 :o }.?;: ~. < z Ci) ~ C ::::;~ rn m JJ 0 JJ ;§' < z Ci) ~~ ' ' u, 3' ~ "' i:\ ~ SLOPE VHIES''.-~ ' 1.5:1 MAX. ,. 7 8 7 B 8' 1!ll,n fc 1 8' IO o' 10' 34' ff AND VARI[\ E\111. nvrn, SHilOH JOIN f!IST. PAVING ~ fEAlHEl SAil!FMTION Of STATE FIELD NORMAL SECTION IE£ CROSS·SHTIONS FOR ELEVATION AT rnoUU[l SUPE~f.LEV~TED SfCTIOH TYPICAL SECTIONS RO Sl Hl DETAIL-FLAN&E \VELD FOR ··1 SHAPE [ON[. AS rnowu FOR LOCAL HFRESSION HOT TAP CONNECTION TO E;t.lST. 3011 LLP. NOT 10 HALE :•i: -~,~, ... ,.,,,,,,.~-.,,,,......._ ' d.0/,,1/ /f!"fi.e.P. IY/ db'..V.:'."T/t?N .5TRUt'!TL/RE NO.d PER t!/TY OF NEH'..&l?RT BE/le/I STLJ.LJJV(J. s1e-L (C,RSC e) DETAIL-CURI> IMLET NOT 10 SOLE : TYPE O., lUti INLET lDNNECT PERfDHT£0 IRAm TO A.t.P. DO\VNDRAIN 6.00 LF. 1i" tl.P [JOO O I) !AIHUT AND REMOVE EXIH. 18" !.U. U~OV[ HISl lTRUtlU~E ~ PORTION £11\1. II' tU. (10.0 INV)@ SH. 69 +09.00 llO.l \NV.) • sn Ji+ IL 11 STA. 6 9 + 09.00 ST~. 71+11.27 CONSTRUCTION NOTES • ESTIM~TED QUANTITIES e ' ITEM N~ l TE M ~MOU NT STREET ----1H AV AT ION 1,100 c&== EHAVAH, PLHE toMPHTEO fill I ~ ~ISPOSE Of [HESS OFFSITE IHANKMENT HO CONSTRUCT 4 "tl. WITH SEAL t0AT/l1'A.t W11" u.-no PRIME tOAT 19,411 ©-REMOVE EilSTINu 1UES 1 CONSJRUCT TYPE '1A1·8" !l.l. CUH 4 GUTTER (B"Cf.) YER CHlf. SHH H~Y. D\?T. STDS. ______ _ 1,406 r==:-_tUNJJRUCl_ -CONCRETE OR CDNC-5[0[K -RETAINING \VAL[ w/-PERF. DRAIN PER ·oE1kll-S"1. N! 2-----1 !,G4& CONl1RUtT 4" P.l.l IIDt\iHK (WIDTH PER PLANS) HR tAllf. SHH HIIY. DEFT. STDS .. _____ _ t:Z,74a MODIFY EXIST. HAffl[ \iuNH PER DEHILS, SHEET N' , ______________ _ I INSTALL HAFflt SIGNAL SYSTEM PER DETAILS, SHEET N! •---------------I REM OVl lXIITI NG ~.l HR M _______________________ _ I, OB REl<\OVE lXIST\NG nvu \"OULHR _____________________ _ 11, 500 REMOVE Ei!ITIN& tONl. CUR~~ GUTT£R __________________ _ 55 REMOH E1ISTING tONl. INLET STRUlTUH \ 18"U.9. AS REQUJR[D __________ _ , HMOVE HIST\Nb lONC. "EAD\iHL, WOOD GUHD tAIL, \ llUG EXIST. IB"R.LP. w/!RICK 1 MORHR __ _ I INSHLL S1Rl£T lluHT S1ANDARD (THE :\1) PER tlTY D\IG. N' ST0.·104-l ________ _ 11 \l'ATEll JAtK 14" STEEL 0\INu UN~ER HIGHWIY __________________ _ 51 CONSHUC1 11" A.U. WATER MAIN ____________________ _ 100 IMITALL 11" GATE VALV [ ________________________ _ I JOIN 11" A.l.1. TO HIST. 30'' t.C. WHER MAIN "'/H01·H! _____________ _ STORM DllAlN I CONSTRUCT cun \NUT (TVP£ o.s.) PH [ITY Of NEIIPOH HACH DWG N' SH·lOG·l ______ _ ' JOIN HIST. 18"!.U. PER HT~ll, SHEET N' 1 llNllllllN, l8"RU.11SOOD·ll!SS TI!) toNSTRUlT 11" A.LP. HU& (1000 O) ___________________ _ 3 II DETAIL CUR\, IN l ET STA. 7&+79.13 ' ! TOP I/ML ' .. ) 1 ,,_ -~,, ... _.~,-,.,. ,,,,. .... .., __ ,. ' .. \ ) ,, tt01 10 HALE I ' 9" ,VO Z' .S/OCIY,t/L,<" C.5MT. ra CITYarN.E. SO' W fl o::704.ST ,t//6/IIV-4V ,, I \ i \ i / '· IVOTc.S FOR RcT,4/N/Nt; W"1<.<.: I. .4lL i'cJAI.STRUeT/CIN' ..4..-VO M/ITERl.'7~S .SY/ILL C".OA/Fl?RM Ta Tf/£ ST.41N0.4'RO $,PCC!l/"/t!,tlT/&N..9 F.::JR PUBl./t! If/ORK$ COtV..17..f'O.c'/7~,½ 1.9?0 CL}/?7,2,.y IV/T// 19?/ $b'PP~CMEA."T, z. PL7RTL.4'ND t!6MENT .S/1.llLZ t!cJA/FORM TO eo/-/.e LJFTJIC CITY .:::?F ;VCIVPL?RT BE/It!// STPNO#R,0 .SPSCIF/C!~77,:';/A/.S. 3, eaA!eRcrE SIIJlLl 11/lVc 17# QLT/M/lTE tl?M.PRE&!//c .Sl7?cA/'9T# .t'lT f:?8 04YS .OF .SOCO .R.!l.Z N/NIM.b'.-1:l 4. k'CINFCRe'/N.g STEEL $1//JLL BC OCF,CJRMCLJ 8.llR.$ l'OAIFCRM'IA/6' TLJ 4STM ,4-(i,I~ C.4TC.ST R6//I.SIOA/.S., .4NLJ $/,/,4C,,C BC ORA.O.C 6cJ, 8/t:.t:Er sre6"£. .. .,;. • AND A 51! S D C I AT 15! SI APPROVED VJ /) i----+--1---------+---t------i ~ I~ 1-----+--f----------------r---t----J (SS'T. ro•Ut llD~KS I\HllO~ CIVIL AND STRUCTURAL ENGINEERS LAND SURVEYORS AND PLANNERS 136 ROCHESTER STREET I (714) 548-7723 COSTA MESA, CALIFORNIA TEL: (714) 542-1022 RCE NO. I 4 ] 4 9 12/2G/lt lfNG DATE BY REY/SE!) RcTAIN!NG /!'All e INLET_ {J,1/J DESCRIPTION APP'D. REVISIONS R.C.E. NO. ~/_2-~/1~P~"-- FIELD BOOK SCALE 7-1~·)7 Z 44· R II NOHD DATE DESIGNED DRAWN R. M. G. T. L. T. CHECKED DATE J G. R. 5·11·11 CONST~UCTION NOTES t ESTIMhTED QUANTITIES • TYPICt..L SECTIONS MISCELLANEOUS D ET Al L & t, ' CITY Of NEIIPORT bEACH PUblll 1/0RKS DEPARTMENT ,,J, /1092-. sA,Y,/2. UNIT ., (. y tY H Et I ' ! l.f. L.F. H LS. l.S. I ' U. S. f. r u f H. Ell. H. LE LE [~. [I. EA. . EA - "' u. C• ~~ :·; ... 'O ' -, J " I I SHEET 2 1 OF l'l. <+"/tit" Sfif ri'" i ----·~--·~~T--f~} ' I ~ jj s z _m 0 ► C ~ 0 ~ z > TI s z I 0 r D " 0 8 0 " TI ~ TI 0 " ~ C ' z B C z < C ~ • C " jj , .. ~ < 2' _m n ► C cl en z > ~ £ z I 0 r 0 D n 8 0 D TI ~ TI 0 D ~ ru < z 0 C z s R D 0 " " rn > < D z rn n > C ~ 0 ~ z > ~ £ z " 0 5 11 n a 0 ~ TI TI 5 0 ~ a 'l < z 0 C z - .• z C $'. [D rn JJ \ f 0 :-o ~ < z G) z C $ [D m JJ 7g D Vil \~ .dfy 0 ~ 0 JJ ~ < L G) L C $, OJ rn JJ 0 JJ ~ z G) 100' ii'., : ,6'. 11' I -I 60 ----------. -:-.__ --.--.:..:....._,,/ . ' 12 GA1E V~LV, ' JOIN Uil • IVAlER T. 50" C.t. ' ..,i~ CU RV E ©-1. 4' 53' 58" ©-A' 4· 53' 5B" ©--,:l '3"0G'52" DAT A ~•1000_QQ' l· l71.0i' R·l95S.OO' L·\Gl.41' R '/948.00' -l '105.89' .. -'"" z = = ~ t:i 5 --\0 1 ', ~ ~ Ml • ·-r &;a ~ -~ IO' T, 65.56' T• 63.ll' T· SZ 9&'( . f/!t!E or W.4LL) 'i _.,· .' .' ' -- . f\N\IHH GRAD& - CASING NO Sc HI JO DETAIL -., - 10 66 -~--.. • . . ,-. -., ·:-~ • ".,,.;,;,.:~""s--z. le '\, 0 = OJ t ~', ~ ;::, -~ ~ 't, i:,...J I • .. ,~,.;'<.~ \ • ;;:. ' " 1 '> $,;~ ..... -~ "' v'> -" -:z_ :a ,. = a: ,__, ~ % ~ <.D = ~ U-' . $) .0 "" "> ; "' -= ---=' ., * ~\ . "' i,'. 0 = = .,_. += ,--...0 - - <..D;- 67 ----- _'j.,I ST I N\ :: G R-A OE -' lP,i-•19.D9J fXISTING G ---: ROUND @ 0 j[ C O AST 68 = = ==-... cO = Hl6H\vAY .. -- 69 13 LAND SURV\TRUCTURAL DCBAT!l!iB 6 ROC YORS A ENGIN COSTA HESTER ST ND PLANNEERS MESA, CALI REET I ERS _.,10 FORNlA TEL: (714) 548-77 (714) 23 J • S42-1022 u ~ ! U ~ ATE /l8 11 '7'/. 1?/26/72 DATE lf/,{(i -/;EYISE/J SYS7eM -::::tW/iVli WALL BY DETAIL s.'lfR;v~:fAGE--c -:?. DESCRIPTION A(K. ' D RCE NO. I 4 1 4 9 REVISIONS ---= = = To, _ oF .stv , cu{i; ---. ~ -~ ~ ~ ~ . " -- - - :__ - . . - - 70 70 11 ¼" GAS II fj'i),V 7-11-JJ APP'D. DATE I 6 11 APPROVED ~~Yk( O!lK~ 1J\RH1H R.C.E. NO. l"LfftJ6 DATE £-7,..z _ "? "2.... FIELDBOOK ---244·" SCALE DESIGNED !I N OH D R. M. 6 DRAWN CHECKED • T. l_ l J. G. R DATE . 5·17-11 8 --· .. -:.: --... .:·. -- ----- 71 • CD ._; --cti 'SI- o, :z: !-u., u.., = "" ...... ..,.. .,,.., ...., = ..... = '-' 1- <C ::::.: ,-... ..... ..,.: = + ,-... ' -' 71 PLAN AND PROFILE FOR THE IMPROVEMENT OF EAST FROM TO CITY PU~LIC COAST HIGHWAY STA. s6+37.6S lTA. 71 + 64.47 Of NEWPOK \v0RKi T bEHH OlPHTMtHT I • I --- - < □ "' " □ ' -" t -__ I SHEET 3 OF 12 z . ~ $ z _m 0 1': 23 ~ z ,, 0 ¢o -r;,i, z C z rn m JJ 0 :0 ~ < L [j) ii B ~ z [j) z C :S': rn m JJ 0 ::0 )::; • ""' < z [j) ---• 30 .__; oCi ,._ 30 ...,.., ' .. -- -· -:;:.._ J---=-_:~~._~~'..;:._~IJI_-:/: _-:(_$_-__ .. _: ___ •----• }Y -_ --• cs11--•-• • .,iii __c '°'"I •· __ i __ .· •_•·· _._.~V"_" -____ --· ~ _ l/ -_ 0 _Y-------~---':]L.-c, ;_c5!'-- Z----_ _ye--. ~c +---" . ----=-:-:-~ • • . • •• • • - - ,_: :._, --. - - . --·· .. = ~~ ·+ r-:: -= -_-_t->.I'.' =-~i: -__, -· ,. z:.-• __ -_;:....~ -: ~ =. . _,__.,.,,., ~ ..... _<..0-.:. ~=· ....., ---,-..= += ·-, . ...c-=· . -- - -- - - - = 450' v. c. P.l.·5.65 ~ ~<-' _+ r---= ~ . _r-...-.-. • bl!STIII~ Toi ___ ·c_--~'.~ .•• ;,--1---'--~ = ,s·,,~ ~--~-- 73 74 lJ -------~ ==-===----= G ii CURVE PAT~ ©-~-· H.' lG' 00" ~ R•l000.00 ~--_16.15'13" L·J9B.J4'_T•S0979' ~d-Z! 04'17"-R•1041.00' _L•94l.61' T•'l' •• ll' -R. • /!052.00' • a L•?54,65' T '3B/ 64' ( • . FAC~ OF WALL) C> ~ • 2 == ~-~;;; . - ~ '° = == -"""1-::! - = ~= ~~ -%--= -~-~---~::: ---= ·--= = ;::: ~ "' -- 75 76 ----- ,, 'i;il:i,~ -_ --~~-~ 'li _ ·\.."" sv ~ -·--. r -i COAST = -= = j'! . = _.,. -.,;-~= "'~ ---= " --== =~ = == ><-- G ~ ~ /, •. "t:1; /4'. • -., p :1 •• 77 11 ,I 14 wwrn -' _-- ~lfiHWAY 18 79 NOTE : p ~I H IMHOHME JO [ON;TRU(]ION RAlTO~ SH~~S ANO 11" \V,TER Of STU[f (61J-!IIO nr 1\ NOTIFY CITY UTMAIN, CONT· c 1.i,4/11 J 7J 1No sourHrnN 1u11 our. 0 ~ = -"' -~ e;; -= ;:;-~ = I 4! HOU~\ IN _(AI\.T::. &!l tO. ADVANCE. ~~ =~ . --ci.:5 :3 ~= . =-~=~ ~..o. -=~ --~ -' p t;; ~ == ':'::; 80 = ..-' ~ IZIZB/72 HUG li'EYISEO SYSTEM -t/JA!NI/JG--/YAU OETA/L -s!f.r l;f?AtNAGE ;,N"1 /? DATE BY DESCRIPTION REVISIONS --- - - = . ._...,d::J,; +~ =en _co v-> - APP'D. DATE -_-_: ..:- - - _:__- ';;; ~ :;:s ~t:: ~~ -.,, ~~ ,,_.o <:;.~ 31 ----- .., ...., APPROVED All'TT{id!K • LI LIC \'JO~K~ DIIUClO~ R.C.E. NO. /?.,•jy& DATE S::-21..-) L FIELD BOOK Z 4 4-'- DESIGNED tM.6. CHECKED J. G. R. SCALE 11 NOH D DRAWN l L. T. DATE 5 • 11 ·lt __ "'.-! =~ ..... --...; °2 ..,., __ - -~-n --~~- -, -- ! 82 ...,.. 6 ------. - 1-u., u., ~·: ,:,,-:,, =· -=-_ 83 8 PLAN AND PROFILE FOR THE IMPROVEMENT OF EAST FROM TO Cl1Y PU~llt CO A ST HI GH\'IAY STh, 71 • 64.47 SH. BJ•00.00 Of ~l\vPORT \✓ORKS ~t~C~ OEPhRTMENT :~::::'..-- - - -_- SHEET 4 OF 12 I .1 I I I I I 7 C :;~ OJ m JJ ) / 0 :0 ~ 7 GJ 0 :o :t> >· ---/ G) z C s: [IJ ~ \ I / 0 JJ ~ <. z [i) ---- 60 I ~ = ~ = ~ ,_ -:,;;: = -=,; ,,,,; = + " ;.,.; ..,, = co ~ = ___c '-'-' u., '-"> = = = = ... ~ ~ ~ ~ ;l "i ~ ' ~ " IDD' . y_ t. ·, = 84 85 84 81 AL SHOLILDH ~'------ G = t;; RCM'/..V/#6" #'"7U. __ _ 7 PER@..RATPO __ LJR4/AI CURVE · EX151\NC, ---_)-- 86 81 88 HIGHWAY 81 B7 . BB G _ _f Z' S/0£/V;:?t./:: E.4.5'EMCh'T ,8 ,'~ g ½ N { /,W. (J;.SBSST<. '$'/.OC .fJ/M) ,6 Et{Jt/4L) 27$ ,P,RO.Duer.S#' T~;.:-c P/A: T.c'J auTrc'-7%. VN.OCR .s1,0c; e &R /lBOJ/6" GUTrC:!1::-/:.::.. OF p/:rfi;.,, ,. . £KIST. 11%" GAi '" rnor •·'"IN H1 IN PLACE) -RC/,7.;,/N/2¥'7 - -.P£RF".RAT£.O-JV/ILL .OR.4'/N LAND ~D STRUCTURAL A.TIES 136 ROCHES URVEYORS AND ;~GINEERS CO TA MESA TER STREET ANNERS ' CALIFORNIA TEL: (714) 548-7723 CIVIL A DCI (7141 542-1022 b. 1-~Ub DATE l"\f/ \1 '11 RCE NO. I 4 ] 4 9 G 89 = " 7 DATE BY ---·, -, -- --- ____ ,: 90 91 9 0 ~1:1 91 >-' -g!Jiu!fHi1c s1,N1L ~ --nHL • RHECT IN cbll .~ :;:a = .. . . _¥·'~' . .. • 55.01' A/'1.V.l ~------,~---·. ;::;:<=><:'.;,_,- . if•.' !Ii ~= --'1---=>-·-= --o.t:.-=~ ==-~ =:', ---1.-U. -•U)- /'"''''' ·-_.:._: - . ----- -------~ -: .:. .. : -- 97 91+&G 48 'E J EN.D AMbOREE ROAD CON ST RU CT I ON E.Q.SEMCN'T REVISIONS (5!}('.J ?-{t-)J Af'P'D. DATE I I I APPROVED ~11'1.P l!Ct....M- R.C.E. NO. /?,.ffO~ DATE S::...)) ~"1... FIELD BOOK --144· 1-SCALE DESIGNED II KOTH . R.M.6. DRAWN CHECKED T. l. T. J. 6. R. DATE 5,11,11 ,-E11ll ,'Ji" GAS MklN VIUES 1 B 4' PLAN AND PROFILE FOR THE IM PROVEMENT OF Eh ST COAST HIGHWAY f!!M SH. Sl•DO.OD 91, b&.\B TO SH. Cl1~ PU&l\C Of NE\vPDR1 H~(H WORKS DEPARTMENT SHEET 5 OF 1i z C :S:: m rn -JJ \ ) 0 :0 )?; -< z 8 0 :0 ~ z G"J z C <' ffi rn JJ ) 0 :0 )?; ..._, <. z G') ' ' /. ' z. . 3. -1. 5. ·6. . 7. 8. 9. /0. /I. POL£ ::5CI-/EiJt/LE .SIGNAi. LUl4INAIRE •~ .SIGNAi. t-:Ol/NTING P.P.8. 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P/IASe, C . • FOR /40Re tJET,4/t£tJ IIITERCt?l✓NECT CtJO/i'l)/NATEP OPER-4TION .SE£ 5.PECl.41. PRt7//IS/ON$ . • • , I . i ' ((. P/145£ • fJl46R4/J.4 <J <J ~ I? ~ ( C> <0----D /7/(,45£ PESIGNAT/tl,t/ A B C MCJOtlLE TYPE LJP 5 s 8/ISIC .5Etlt/EtYCE I 2 3 SPECIAL. Pl/AS£ B Ml/ST 8e FOLL.Of'/££) BY 5£19tlENCE PHASE C. PHASE B M.IJY BE .5KIPPEO , ' . . I/ • ' . , I ,r tv I I ' l4.4GIVETO/;,f£TER \ • OETECTOR. SCIIED!llE SE/ISO/? CHANNEL .OETECTOR A 1-E-A 1 B Z-E-.A A 1-W-A e 2-IY-A . /,Vt)t/CTl/1£ LOOP PETECTtl/? 5CIIEOtlLE 5£N50R PETECTOR· . #/ I-E-.8 #2 1-S~B #3 1-S-C - / I I r-----.. '----.,) ✓OIIV TO £01.5'0A/ CO. COAIDL/IT .. S'ER///Cc COA/Ot/lT TO eZ:,/SON'CO. ~c/LT BY i?T#ER6'. CtlA/fJtlCTtll? • :JCl-/£0t/LE A.W.G. # 14 FVNCli'oN £ In ~ IA ¢A 3 3 PA.,,.fJ 3 3 3 6 . ¢ 8 LEFTTIAB!l 4RROI// I I I 2 ¢8f-C 3 3 ¢c 3 3 J tp.4 PE.O. Z Z ¢ 8 f'EIJ (rt/Tl/RE) 2 2 2 4 f?} .4 ?. I:' .8. I I ¢ /3 P.P.8.(rl/Ttll?E) I I I Z P.P.8. C'L7HMOAI I I I I 5?AR£5 3 3 3 6 TOT.4L 14 /7 /,;! 33 5IGA.l.4L C'L714'MOAI I I I z LtlMIN.41,f'ES 2 2 2 2 TOTAL. 3 3 3 4 " 2 2 2: 2 2 2 4 /-S-8 I LOtJP /-5-C PETECTt7£ 1--/---E--~8--'---~----+--+--+---1--; ~ I CA8L.£ 2-,:.•12 TOTAL· • 10#/8 C48L. ,WTERCOAI/VECT • ·, - I I / 3 / I -- - ----- -r°IELD BOO!< -SCALE-·-------I !}]3(1/ ,{0·,3 DESCRIPTION •. APP'D. DATE DESIGNED DRAWN lf'./'/C,. 7-1'4. C.. REVISIONS CHECKED 11.,,a,. DAT77.5.7z PISTRICT Ct7CIAITY ftlt/TE PO.ST /4/U.S • j 07 ORA I 17.5 j E)(TENLJ INTERCONNECT Ct7#Pl/CTORS TO £)(/ST/tllG TYPE '.R' CA.8/NET AA.&? CtlJVNECT TO PRtJ///£JE OPERATION .:SPEC/PIEO. 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NO. {?,.fjO& A ['J C AS S O C I AT£=: S 1--+-----1~---,--~---_-_-:.__-_-_-,-_cc=-:_'---=-=-=-=-=-=-=-=-=~==T==l--o•TE ,;-,"2.."l. c2 '2,,.___:.__ Wn I n II _t C IV IL ANO ST RU CT U RA L ENG 1_ N:E_ E R;-S-;----:-7--7-· --FIELD BOOK SCALE ·u•!ui11Hijr1u' I LAND·SURVEYOR·S-AND·PL·A-NNER-S_ 1!4-R Al NOHO • U 136 ROCHESTER STREET I TEL, <7141 543 -7723 DESIGNED DRAWN COSTA MESA, CALIFORNIA (714) 542-1022 DESCRIPTION. APP'D. DATE R.M. G. l.l.1. --~--aJ-DATE BY CHECKED DATE .,l;Jiµa"'-,ii_ '---~~-',:Dc;cAT~E~n';'A~'/1-,:-1_11~1~ REVISIONS J. G. R. 5 • ll •11 ~AUt RCE ND, I4149 TRAFFll . STRIPING .,, "" .---.,, ;::'.; :z <'-=--.., = ,-~ ~ - PLAN H \ G H \I/ A Y . C\11 01 tHWfOt1 B[A[H fUHll wons DlPAR1lH~l i' f ;" . ; • . -~.. --~ -- - OF SHEET 7 ·f}--I 'L I ~ z I 0 -D TI n Q g 0 ~ ,,., a ~ ~ < ~ z o ~ z 0 n TI §. 2) • < , ::, z .□ n ,. 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CROSS SECTIONS EAiT COASl _H lG" V'lAl FROM S1~.tt•3l.48 10 ~1 ~: 1~ •50 SCALE HORII.·: I" -10' VER.1: l''a 'l.' SHEE1 8 i I 11 OF I , I , d CCi :n :1 ,, ;'.! SJ °' R G ::.:, u Q g ~ :s c 0 ' < ~ --J> :o _o \ J 0 D~-----' .. ) =o UJ m :S: C s ---------------- (TIP.) (1.i'i,l ------"=c::::::zt~ IL----- ❖-~· ; ---------f------·--------·-----·-. I 1--------· -. ·-·--. - I I ~ ..., -\\\,\ \)\.} -46 -~ . ------ - . l 10 40 50 ------------ ' l.0% ----~~·,.1_ _-___ -__ -_-_______ ..:::_ ~--~~=-_::_2 __ r_; __ ~~:-.-:2i•-;:i'· .. ~ !~ ~-~-: I ----_______ _) __ ________________ ]6t_OO _ ' ··--·----! --------·--·--·· -~-------···--------------54---------------- ------------,--- rn 1/, . ... · .. · . I --_o---ro ----56- j ... __ _, ____ -·------~· ..... ---· -------1·-----·----· ' - - 60 - 10 JO 40 o= CROSS St(110NS • EA~1 tOASl _ "\G"'~AY JROM S1~.14•0010 STA. B\+50 OF 5CALl / SHEE1 9 12 ~ ~ ~ z z C 7 :,,, m rn JJ ~~----~ .• I D 5 TI C, gJ 0 ~ i:l '.cl il s 2i z Q ) 0 :o )? < z GJ z C ~: m 93 0 JJ )? < 7 GJ z C .--"· m rn JJ 0 :0 P: ~ L. GJ rt. --64--:,-_-_-:~------_ --","~ .. _ ~ • VJ(,' -s,· 56 ____ 8A+OO _______________ _ · -----------------62 ·----------··· - ~ ,s,· (1.1 %) -62----------------------.. , ------------ - '--_ .. , ----' _--5&-' - --··-··--· ------·-·-··· ---------_ ----58--·: ---·--.................... -------·--·--------.. ------------------"' -·---.. ---· -··---t--· --............ , -........... _,_ __ _ -........ _______ -----··61._ .... , .... 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I ' I r ' I I I¼ : ~J'· <)· ! I :/ 'P>-' J.; I <e'~ 1/r-~-~-- "<,!;I ~I '"'~ ;J .:,,, ~0 \c--, -"' < I . 1· ~: ~, ' /' ~ ;) ' ' • I ! I .,, ,,., ~-¥•', io/', _l -rr- ~ ! ! ' ' c--1 ,..,.. I ! ' I =· c::::,; +, = a"i i I i i i I . \ DRA\/lfll1JG i•lUiv1BER PLAhl HOLD CORPORATION IRV!NE, CALJi'OflNIA R[QR-DERBY NUMBEF1075AR cm,w,, rrr.> nr ~;.,;,r r,i T>!!S LP~f_.,_ __ , ! \. ·,1 ..,, ~ .. .,,, ..... ~,. .,.,A--: II: -Vt Q- ci .1 . .P.:' ,J., ~ "" .,,, .. , ,..,,:' V·• f-:_,..i, 'C'·· . /';_/ -" ~ Ii i Bf ,-; --, / ~ I I~ ' <-0 ,..,.. l /,,, -d-,, l R-560,-5 ORAVVING J\JUiviBER s~r o, '· ' .,!!...._~. I c::>, in, +i = c:n ,/ i @$ I& PLAN HOLD CORPORATION IRVINE, CALIFORNIA ! I I ! I ! ! I ' I (y. ff; .,_ -0~ ~ i I i ! I I I I I I I ! ! ! "'"" ~ . '<-1-,,.-, -. \ //.1; -' .. . I • ✓j 0 '" ,-,-~ I Fp- i I ~J ,1 ,,.;I I J ~I ' I l cQ r- ' u::, 'T" 11EORDER BY NUM:JER 075AR P•JllllrH rnn OF PRINT OH lHIS llll[ ' =. =, +, c:n I '\ ! ! ' ! ' ! ! ,· ' I I '·! DRAWING PLAN HOLD COR?OF1ATIDN Firnr.orn BY NU~ PD51110ifWGl OF P"cl _________ _ I I I = ~ = ...... = ,.,.., = c--> = = ,-w w :,; "' .,,, :z: = -,-- ~ ....... .,.., ...,.., ,_,, = c<: ~ I I I. >--=: ;:: = <.:> -= .... .... <IC = .._, I-.... -..... .. ! I ::'. I - ·, n ·_; " 051 I I = = + -c:r, .d. :::;; = ,-= I~ = .. = en -= ~ ::s ,=, """ ...... I I I I·/ , . ! ' '! • i ! p: : c' i ;,; (.· !--c; : ,, ' • ' i I ,, . ! '. C. ll- it Ii 11• I~ q,. ij I --' I .J: "' ~ 0,., I "1l . -.,_, - .,11 ~ . ~ -r t2 ~ ,_ g " t;:! o< 0 ca: l ! I ?. <'o> • .. <'/ ~ : ~ 0 <3-- it- -~ . a". ~ ·;, ( ""~ z-.1 ,-----1 I ' I L __ L _ _J t.ASl:Ml::NT NG SCALE I , r 7 I • I L+_J DETAIL STREET ''LlGHT PULL BOX CB-0-CIRCUIT BREAl-<E.1< ?;, ' ' lo . ELECTRIC ~AULT ( EDISON CO. POWER SOURC'c) (VAULT LOCATIOt-lS ARE TENTATIVE. 'PENO\tl5 FINAL PLANS BY EDISON C0:0) I ! -----11/4' PVC, CONDUIT WITH 2-"e : ~",1-"5 GRQUt-lD WIR\:., I C:lRC.UIT NUMBER ' RUN NUMBER. INSUL/\TEO WIRES' ; • i -~ SCH[: I"· 80' /!.]'-,,, . . ,,. , ' STREET LIGHT NOTES: . . I. LIGHT STANDARDS SHALL CONFORM TO CITY OF NEWPROT BEACH STANDARDS, EXCEPT GROUND ROD., SHALL BE IN PULL BOX, THE CONTINUOUS NO. 8 BARE COPPER GROUND WIRE SHALL BE BONDED TO EACH GROUND ROD. 2. LUMINAIRES SHALL BE EQUIPPED WITH A 240 VOLT PHOTO-ELECTRIC CELL AND AERIAL BALLAST. 3. EACH MULTIPLE STREET LIGHT CIRCUIT SHALL. CONTAIN TWO (2) NO. 8 INSULATED COPPER CONDUCTERS TYPE TW AND ONE ( 1) NO. 8 BARE COPPER GROUND IHRE. 4. ALL CIRCUITS SHALL BE ENCLOSED HI A CONDUIT OF POLYVINYL CHLORIDE OF A MINIMUM SIZE OF .1-1/4". '· 5. ALL SPLICES OR CONNECTIONS SHALL BE MADE IHTH APPROVED END-TO-END CRIMP-TYPE MECHANICAL CONNECTORS IN PULL BOXES PLACED AT EACH LIGHT STANDARD. 6. PULL BOXES SHALL BE BROOKS PRODUCTS (OR APPROVED EQUAL) MINIMUM SIZE 3-1/2 WITH 3/4" CRUSHED ROCK B,~SE (6" THICK ) UNDER BOXES. 7. EACH CIRCUIT SHALL BE EQUIPPED WITH A 2-POLE 3O-AMP CIRCUIT BREAKER IN A CAST ALUMINUM BOX (ECONOLITE CABINET no. 3725). . ,8. CONDUIT BETWEEN CIRCUIT BREAKER BOX AND EDISON COMPANY TRANSFORMER VAULT SHALL BE:. 2-INCH MINIMUM DIAMETER WITH TWO (2) NO. 8 INSULATED COPPER CONDUCTORS AND ONE (1) NO. 8 BARE COPPER GROUND IHRE WITH 3-FEET OF MAKE-UP IHRE FOR HANDHOLES MID 6-FEtT OF MAKE-UP HIRE FOR TRANSFORMER VAULTS. '" 9. LIGHT STANDARDS: CITY OF NEWPORT BEACH TYPE V (STD. 2O4-L) M.V. LUMINAIRE 6 E. M-4OO (TYPE Ill DISTRIBUTION). .. ,._,,..,.,. -·.··· ·'•( ,.,.;;-,. -.~.~'-' ~-. .:-"t , .• ' , ~, LIGHT STAND/1..RD /0' S/OclVAlK . '1 • . .. ' . . . ' -,t.161/T .5T/IN/J/IRP" 1,, \_ r.'CC .S/PE/r'ALK LOCATION I NO Sl~LE -.", ·. 3 CA Bl NE.T TO BE PAINTED WITH A MINIMUM OF ONE COAT OF EXTERIOR ALU· CIRCUIT BREAKER BOX.ECONOLITE CABINET MlNUM r- 1 r ' ' r [ PAINT. • _I ~ J , /, ;,, ..... I '~ I . I I I r-7 I I L_J ~ ' I I I I I rn I I I I I I ' BOX NO 3725. IN5TA.LL /5'AMP CIRCUIT BRE~KER, ONE FOR EACH LIGHTING CIRCUIT 5ERVEO. BOX SHALL • BE COMPLETELY WEATHERPROOF. INSTALL CIRCUIT BREAKERS ON MOUNTING LUG5. •• PRO~IDE 2',i,,;,"PORTLAND CEMENT CONCRETE PAD 11/4" ::ONDUIT TO-------...._ llC:,HT\NG CIRCUIT 2~CONDU!T fROM E,D\SON VAU1.T I 1/4'' C.ONDUlT TO UGHTI t..JC':O CIRCU lT CIRCU!l-BREAi-<ER BO){ r..rl Oll 1,rr1 t,J G DE.TA! L NO SCALE $/LIE/V,IU( 000~ !~Cl"• STREH 2' fl\, RC,C, 5'/0£/v'All< TYPICAL LOCATION OF ECONOLITE CABINET NO SCHl \ l / .. ; ' ' ; J : J -~~~ --.. ' ' i A.ND Am m CJ C I A ,r ti: m C IV I L AND ST RU CT U R A'L E NG I N E E RS LAND SURVEYORS ANO PLANNERS 136 ROCHESTER STREET (714) 548-7723 COSTA MESA, CALIFORNIA TEL (714) 542-1022 DATE l'\AY 11 'l'l RCE NO. I 4] H ~~a o 0 ..... ,...., "" = =c-: -~~ oQ ~~ -__ -- :a: ""' ~ -- 1 . -+ \ i \ \ \ .. .. IMH0VEMENT PLANS f0~ APPROVED SHEET EAST tO~ST, HI 6-HWf\Y r--,-----;-"·--REV-ISED TY=P1c=A~L ~Lo=c•=T=Io"'N oFLIG~T ~~~~ "~-1,;1_~,6 S T R EE T l I & HT I N 6 P L A N ' 3/19/13 R.M.G_ STANDARD / EcoNOLJTE CABINET B'8/J >-to-,J ', I n 12 1-1-1I-41-11--~1fv11E1 tncuI1N or EoIsoN viuWiilo PROM01no11-1 ro1t11 • APAR1Mr.Nn~ □•--~L_' --- l--'---+-_u_1.G_. -F"J:IR_[UIT_BREA~ER ANO CIRCUIT NUMB[RJ~G _ -+-T};_B_JJ+s..:-I_0,:.:)3'-t-:c:c':'=.c"---+-:':':-::c:c:'-'-'--l------------------------t----------; FIELD BOOK SCALE 144-R· A\ NOH D DESCRIPTION DATE BY A.PP'O. DATE DESIGNED R. K. G. REVISIONS CHECKED J. G. R. DRAWN l L_ 1. DATE 5·11·H .-_,, CIH Of Nll'l10Kl HAtH rui11t \'llnl 0\1HlM\ttl Sh. 12. a_,, 12 J,N,,11092 :, :Z:/1.P. S/!fr,j:-. (~)' ., ' '-, __ .1 I I ' I -~ \ z C <~ DJ m JJ 0 JJ ~ < z G) 0 JJ ~ z G) z C :o:: m m JJ ) / 0 Il ~ <: z G)