Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
R_5204_S
>-' ~ I / "" > ~ "' HUit ~ an. blU~ ~ / ' GENERAL NOTES I. ALL /¥(JR/( W/Tlf/N THE L/;l,I/TS OF N£Jf/?ORT 80ULE//ARO SJ/I/LL BE OONE IN ACCOROANC£ WIT// T//E STANOARO 5/'ECIF/CAT/(JNS OF TJIE STATE OF CALIFORNIA, 0////S/tJN OF //IGl/1'/AYS, OATEO .JANVARY, /97/, ANO TtJ TIIE APPLICABLE PORTIONS OF TI/E STANOARO SPECll'"/CAT/ONS .FOR PVBL/C /Y(J.RKS CONST/i'UC170,V, OATEO 1?70.W//971-72 9VPPLE/4ENTS C\1Y of Jj OJF CJITY 2. TIIE CONST/i'{ICTltJN OF ALL PUBLIC /HPli'tJ//E//fENT5 SJ/ALL COIV.FtJli'IJf TOT/IE REt;U/REAfENTS ANP TIIE APPROPR/,t/TE STANOARO ORI/WINGS();:-THE CITY()/:' NEWPORT BEACII, (IA/LESS OT/IERIV"ISE NOTEO. ( 0 \ I M ' \ '" ~ > ~ :;; ~ IT. ?; "" 0 ( [ A N VICINITY MAP L l b ~ N V CD CONIT¥..U lTION NO 1 [ ® CU \I.. V [ 0 Al A T.L 1 or Of l UK~ F. L. fLOW LIN [ F. I. flttl\~ SU1-fAC[ C lNTEI\ LIN [ EXll!lttb CO HIT "U l 110 N -.-w--fKOrOIED \VAT[K L I N [ ---: -8'\V--EXIITIN(, WAT EI'.. LINE ~ PK0101ED I t\H K MA I N • "·". --o--EXIIJING I [ \H ~ MA IN -,--G--EXIST! N6 GAS M/l.\N -. -T--EXIST\ Nb TELEP!iON£ E~ISTIN6 CABLE T. V. FIRE HV DRANT STREET L16UT -0-POWER POLE ' ' i <o· ~ ~" " r ) "' "' I ._ ... :::, t,\(NUOLE MANHOLE CA BL£ - __,., t I 1 Y EMERGENCY· TELEP/.lONE NUM8ER5 A&ENCY NUMB£R ' NAME f, !-IOA6 :MEMORIAL-~FIOSPITAl - PARK LIDO MEDICAL .CENTER -· SH-065f, £XI 100 !MR. KAA) 540-9070 (MR. LUNDELL) I OUT~ EK N .CA LI F .• • GA I CO M r ANY 5>&·0111 (MR: A~D,RSON) IOUTWE\I..N nuF. EDI\ON (OM1~NY !,'i -,SH {MR. GUffY) PACIFIC TELEFUONE COMPANY 67l·0046 (MS. GIEFER) CIH OF NEWFO\t-1 HH~ (ltWE\\.4 IVAH!t.) 6H -1110, ,IT. 161-69 (Mt P"ILLIPS) COUNTY IANIT~TION Di\1KIC11 9 61-1411 , EXT. l ! (MR H06kN) NE\VPORT. CA!,LEVIIION b4Z-3260 (MR. ROMkN) 3. STATION/NG REFERS TO CENTERLINE 01" STREET EXCEPT WIIERE OTJIERJ/I/S£ INPICATEt?. _, NEWPORT BEACH PUB1JIC WORKS DEPARTMENT 4. Cl/RB OATA RErERS TtJ FACE 0/:' Cl/RB. s. ALL UNOERGR(Jl/NP 11/01?/I SI/ALL BE COMPLETED PRIOR TO PA///NG or STREETS. ~. ALL PORTLIIN/J C£M£NT CONCRETE SI/All BE CLI/SS 6.0-C-30001 EXCEPT JVIIERE OTIIE/?ll'IJE NIJTEIJ. 7. ALL bRAINA6E STl?tJCTtJRE5 SIIALL /!,E CIJNSTHl/CTEP Or CLASS G.0·/;·3000 CONCRETE. r.C. =3000 I'S.I. , F.5. = Z4, 000 P.5.1. , QNlESS OTIIEl?JYISE /NOICATEP ON l'LANS. 8. £}(/STING QNPER6/?0(1NlJ {IT/L./TIES ARE 511/JWN AS PER A//4/LABLE RECt7RPS. 71/E CONTRACTOR S/IAtL 8£ RES/'ONSIBLE FOR /IERIFY!N6 TIIE ACTQAL LtJCAT/ON ANO El£//ATION IN TIIE l'"/ELO PRIOR TO BE6/NNIN6 CONSTRt/CT/ON OF TIIE NE/1/ QT/llT/ES. FOR OF CONSTRUCTION PLANS THE IMPROVEMENT 9 ST,Li7E ENCRCJ,L/C/IMcNT PERMIT FOR WOR.<' WITIIIN t.lMIT$ OFNcWPCJRT BZ.1/£). TCJ Sc CJBTl?l/1/EO BY TIie CITY CJF /Ve/YPCJRT Be/le?# ANO CONT,t;?ACT0,/2 SJ/ALL 4810[: BY PB/2MIT CONDITIONS. 117. All EXPO.SEP CONCRETE $(IRF,4CE5 SI/All Ct7NFORA1 IN GRAOE, COLO/? ,!NP F/N/511 T/J ,ILL A/Jltl/N/,V,; C(IRB.1 ,Jt✓O WAL/(5. II. ALL EXPO.SEO FE/?l(t}t/5 METAL PART.S TO ,8£ 6/ILJ/ANIZEO /'ER ST/J. S/'EC.f, ArTER r,l$R/CAT/tJN (SEC. ZOl!,· 7) /Z. 8£00/NG M4Tt=l2IAL SI/ALL BE VSEO IN ALL ClJTILITY TRENC/.IES. 13. ALL. OEBQI.S C.t2EATEO BY CL.EA/2/NG, G/2(.188/NG ANO REMOVAL OPERATIONS Sh'At.l BeCOMe HOSPITAJL ROAD TJIE PROPERTY OF TJ!/E CONTRACTOR ANO. 511/ALL 8€ OISPOSED CJ;:: AWAY FROM TJ-/E ,...----'~, • J0,!3 SITE IN A MAIJNER ANO AT A Z.OC.4TION. /ICCEPTABLE: TO ALL COGNIZANT 4GENCIES . (' 0 14: ·-•-.TNE WOIZK /N TJ.'E ST,4TE -'2/GJ./T CJF W.4Y ·w,LL BG SPLIT /A/TO TWO PE.t2MITS -ONE F0£FS/GIVLiLS'"-,,, \ ·-AA.ID LIGHT/NG ANO ONe F0.<2 Th'E J20AO J.1/0RK, TNE CONTRACTOR W/L.t.. BE k?EqJU/ReD i '-,__~ " TO Pe>ST A !it! ~ 000 BOND ANO PAY INSPECTION C,;./A/2GES F0/2 TJIE .R0.4,?WO.eK PEk?MI T. ""-'"_,, " --' -~-c.--"'"'--"¾-~-":....... .. ~...,.,... PARK LIOO MEDICAL CENTER ______ :,,, \ ------- PRO./ECT BENC/./ MARK: Clll$ELEO "□"' ON TOP OF Cl/RB ;' N'.lY. Or N'LV. 8.C.R. AT INTERSECT/ON OF PLACENT//1 A//E .A/\/0 rL.//GS/.//P .WI/ Y. CITY. Or NEWPORT BEAC/1 £LEV.= 8/I,.IZO M.S.L. UNDERGROUND STRUCTURES SI-IT. I z 3 4 5 i:, 7 8 ·ALL UNDERGR.OUND UTILITIES OR STRUCtURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATE'.D WITH THEIR APPROXIMATE LOCATION ANO EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- SIGNED H"'RMLESS FOR ANY DAMAGES Rl::SULTING F"ROM THE EXISTENCE 0-F UNDERGROUND_ UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBL.IC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN 01,1 RECORD$ EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO f>ROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE.CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED DEFORE STARTING' WORK. FROM NEWPORT BOULEVARD TO PLACENTIA AVENUE CONTRACT 1408 INDEX /!,,fl/P .SCAL.E,• 1"=80' I I I I I \ \ I ' I I ..___ ~-/ I I I I ; / / CONSTRUCTION A/OTES CONST. NOTE N-" ITEM .OESCRIPT/ON ANO GRll/3 (7',~l_j-;:.::--j CLFAK ~ 2}-EXCAVATE ANO R,EGRAOE FOR STR£ET WIDEN/NG ~ 17\4 REMO//£ £XISThVG A.C. PA//EMtlVT ,:;:;_r-REMO//,= PtJRT/tJN or £)(/STING /I.e. DRAINAGE OITC/1, r/LL t REGR,t/lJE ~r,:'\ REMtl//E EXISTING P.C.C. Cl.IRS ANO GUTTER Jp;-REMO//£ EXISTING pc.c. SIL/Ell/AL.I< (z; li'£MtJ//£ I/NO RELOCATE PORTION £)'/STING rENCE; TYPE AS 5/10;/IN PER PLAN '.a}-REMO/IE £X"ISTIN6 OR/I/NI/GE .STRtlCT<//?E. (9 REMO//£ PORTION OF t,)(/STING ,P.C.C. lJ/TCII ANO RECONSTRUCT PER OETA/L,SJIT. 3 -10)-RcMtl//E EXISTING STRl:/!T,.JGHT-¢ /Jl!UVeR TO T#E CITY YAR1). (/.!_, CONSTRUCT CONCR£T£5L{J/?/i'Y ENCASEMENT 0//ER EX/ST. 8° KC./.' SEfl/tR MA/# PER PET.//lt. SIIT. 3 @©- (ii}- MOfJIFY: TRAFFIC SldNA[S /'ER .TRIIFFIC Sl6NAL PLAN S/./E:E:T NO; 7 . INSTIJLL STO. 8/JRRl(!/JDE (11'•50') PcR owa. #0. STLJ,-//4 -!..{IF REt;!!/IREO) _ ... REMOVE ANO RECONSTR(ICT 4" //. C.P. .SEWER, (IF RE(i}t//,f'EO) REMO//£ ANO RELOCATE SIGN TO B£ RELOCATEO BV OTlfERS ~@- @r::-. •PROTECT EXISTING FACILITY IN PL.ACE J8}-'PROTECT £}(/STING TRE£S" /IV Pt.AC.£ (l?>----1 AO.IL/ST EXISTING MANt/OLt; TO 6/?A.lJE ~ RELOCATE E>.'/5TING7 . .ANOSC.//PE .lli'R/6/ITION SERI/ICE @ RECON5TRl/CT CONCRETE LAN0/1/tl /STEPS TO GRAOE PER OETAIL.5, S!ITS. 3 (4. 22)-CONSTRUCT TY/'£ "8·2-C(l'RB ANO Gl/TTER (6""C.F) PER STATE ///6/llf/.//Y STANPARlJS. 1z3 (ALT. A) CONST/i'(/CT !Yi' A.C. (TYPE Ill-CZ-85-100)/2,!i "A.C. (TYPE III -B!-85-/00) / 9" A.B. f PRl#E C/JAT. ' (p,j\_ (ALT 8) CONST/i'{ICT 2" A.C. (TYPE /ll•C2·8S-/00).0YcR J"A.C. (TYPE 1/i-B/·8S"-/OO) r-.. 'Cl ~CONSTRUCT I½·· A.c. {TYPE Ill-CZ-85·/00 )/ Zj,z" A.C. (TYl'E lll-.B!-B5-/()0} 'Za8--+..1•~•4\"l§-l~-~~•-~™-'h48-~fi-;,;¥,'6•~,IG.!,G--,t,;&,-,•--o\'z!i,$/'-"1'--ffl'>"f;'--;ll)_'-<o'2--i15-.f/J(}_/-t)t't'li~~~-~A#~•-A-r~ "'"b/.'.:"';\ -=--· -·· .. _.. --· -........... ~ '" , ••• ~ I --.., '///V<,;1 II•"· r,1-1rt:::/":'f~(\//,_ ~............. -.. -- - \27. CON5TRtJCT TY.PE ''IJ" ?.C.C. Cl/RB //NO GtlTTER (t;,"'C.F.) 1'£1? Olf/6. N• STP. -10/·L ZB}-CONSTRI/CT r.'C.C. Cl/R8 t G(ITTER TRANSITION FROAf C/TY TYPE 'ir(to"C.F.) TO 5TIITE TYPE 0E. 0,,-29...., ,~ CONSTRUCT r.'C.C. Cl/RB t GLITTER TRANSIT/ON r/?OM CITY TYPE°A'"(,:;c.1:) Ttl COI.INTY TYPE"/)" 30)-CONSTRUCT 4" Tlf/CK P.C.C. s/OEJYAI.K PER /JW6. N• ST/J. • 103-L (Jr/OT/I PER PL.4NS) S/-1££7 /All)EX [}£.SCRIPT/ON TITLE St/EET (.31 CONST.et/CT CURB INLET, TYPE GL>O PER 5T.47E 5TD.1JWG. D 74·8 WITJ/ TYPE 24-13 GRATG, 5Ee DETAIL SJ.IT. 5. 32}-CONSTRVCT P.C.C. TYPE I COMMERCIAL lJRI//EII/.//Y A?PROAC/{ PER OWG. Af£ STP.·/08-L (33 CON5LRt/CI. C(/J?B INLELTVPE.G O PEtTSTATE 5TO. PWG. 1)74·8 W/T;/]YPE !?4-13 GRAT£, see OE7,4/L 51-/T. e. TYPICAL SECTIONS, #E/JIANtJP.4LL OET.4/LS PLAN t PROFILE -STA. o,oo TO STA 4,z,;_53 PL/JNf PROFILE-STA 4,zo.s3 Tt? ENO OF Tl/ESE I.WPRO//EtMEAITS /JRI//EJVAY PLAN I PROFILES CROSS .SECTIONS, I-IOSP/TAL ROA.0 TR.4FF/C SIGN4L PL,4N, STREE:T L/GJ./TING _PL,4N, BASIS OF 8EARIN6S: TIIE CENTERLINE or PLACENTIA .A//E,Vl/E BEING Al zz• 18 '0')";(1 PER TR.IICT N~ 4692 /?ECOROEO IN 8001( 1'1.4, P/16£S ZZ-25 INCL. MISC. Ml/PS, RECORl)S OF ORAN6E COONTV, CALIFORNIA. 34}-CONGTJ2t1cz::=RB_/;/LET~eG:osPER-5PITE ST0.0'1/G, D7/?,C,. ···-·· (35 CONST/?l/CT JVNCT/ON STRl/CTl/RI: Ng I PE°R iJWG. NE STP. -310-L 3"}-CONST/i'(ICT ,5(IN/TE INTERCEPTOR .lJ/TC// PER OW6. N9 $TO. -701-L {STl?t/C. ',o') ~,,__, (37 CONSTRVCT r.'C.C. P/Pt COLLAR PEii' lJWG. IV! $TO. -3/3-L 38)-CONST Rt/CT REINFORCEO CONCRETE • RETAIN/NG WALZ. PER OETA/LS, SIIT. NP 2 ~ INSTALL. /8"R.C.P., Z000-0 ifO}--CONST.Rt.JCT fl'IIEE[C/1/JIR R/JMP EcR DcJ/lJl ,.31/T..IVO. e .. _ . • ·-• ·.::~ (41 REMO//£ EXISTIN6 TR£ES ~ INSTALL sTa Sl!RYEYOK's MON(IM£NT I'll? 0/VG. 1'1£ STIJ. ·//3-L. --@®-;;.1vsr EXl~;~;G w~~;',q.:-~ALVE.'BOY AN:-~;;;R io 6/fAoE 45)---j !NSTAll ST!) BARRICAOE Ov~/6:I ?ER DJrG.N' STf).-//4-L (µ)-CONSTRt/CT TY.PE 'B' ?.C.C. Cl.IRS. ONLY (t;"C.F.)l'ER tJfl/G. NP ST0.-10/·L (47 -REMO//£' EXISTING A.C. CLIRB 48)-INSTALL STREET L/Gt/T STO, (TYPE J/1) PER DJ//G. N! STlJ.·20S-L (TY/'E o) fi?, CONSTRIICT A.C. PAJ/EM£NT TO MATCI/ Elf/STING A.C. MEO/AN PA//EMEA/T ,~;;~~=::--------------------T-,-:--7 _____________ 1 ..1.._cT:,.50~1)-i.::ll.:;:'£,::M:.::O:!J/:.::£~AN::,::O..:,R::,;e::c:.:o:.:,v::.:s~r.lR~tJ:.:C;;:T...;£.~X'.::.;l:.:S:.:l'..;;IN:!'.:!G..:,0:;;11".::.;:4~1~:-v~r.~~~R.:::v~co::.R:.:.!::B~P~ER~lJ;::c:.;r.:.:;.q:::1.::Ls=, s:;;11:,;T.::.-.:.N:.;P:.;Z~---==::----i· ~ ! ~ ~ ...... ,, .. ·-· ...... "" . 111 l ( I ult l • SHEET ~AtUJ~ • ~ra:a~ • !F~fQJSu fH ]U[ IHHl IMfkOHMH1 rLt RI 1 AN Cl AEiSDCIATE:131 ,\ • ~ ~ ....,_;-------9-Z4·73 ,4./.M. /15 BUILT u O s p I T A l ~ 0 A D [ill ,_.. CIVIL AND STRUCTURAL ENGINEERS ·~----·-L_A_N_D_S_U_R_v __ E_Y_O_R_s __ A_N_D_P_L_A_N_N_E_R_s __ Z-Jh-J:E, AL. £ ~~~!3/,ED LOC4T/ON OF 1111 136 ROCHESTER STREET I (714} 548-7723 ) ~ OSTA MESA, CALIFORNIA TEL, 17141 542-1022 IZ·lf-lZA.lM. / At7t>5D NOTt: /4. - -I. I-, ,,:/ .I 1------DATE 28 HARCH '72 DATE BY / J JACK G. RAUB RCE NO. /4749 DESCRIPTION REVISIONS 1;,pµ 2-{(-); 11."11=r FIELD BOOK SCALE l',I}~ zo~-R AS 5110/f',/ APP'D. DATE DESIGNED D"J_o// i \. Hf CHECKED DATE R.M.G. 1972 C I T Y fU~Ll( OF N£\\lf0~1 b£~(W \VO~~\ D~rA~1l1~NT OF l!.-5104-S ,g JN /1370 C· 140?, ------·-· ----------·------------··--·------------. - ! I ( 2' /EXIST. CONC./3LOCK RET. WA1..dfj) BATHR T.W. HEV. NOTES FOR RETAIN!IIG HALL / ~,;? C/1/[D}PcN/NG IN cKl5T. WALL TO ALLOW INSTALL AT/ON OF 3 11k24'1RECT. PIPE-GROOT All AR0tJND ry ...-:-71TsfAi...L NEW SECT/ONO/" I I _.--..--;J'x 24" ReCT. P/Pe,{AFC-110) I __. 5ALVAGE / REt.0CATC PROP-S.W / ~EK/57: 4/J CJ. NEW S.W. I e.nsr. ADAPTOR =-:J. l. ALL CONSTRUCTIOII AND MATERIALS SHALL CONFORil TO THE SHNDARO SPHIFICHIONS fH Pll~LIC DRAIN . ' ... •• .... _ ... ' . ,, *4 • 11" HOii!. WORKS CONSTRUCTION, 1970 EDITION WITH IJ71 AND 1972.SUPPlf:MEN.TS:__ _ _____ _ 2, PORTLAliO CEllENT SHALL CONFORM TO SECTION 101-ll Of THE CITY STANOI\RD SPECIFICATIONS. E"X.IST. CUR/3 "-0... • r--4-. C./.ADAPTOR. (411D/A. -:',/ EK/5T. 8'C./. Ol?AIN ~X!ST. ADAPTOR. (8"0/A. HND!LAST FHE ----_J FOR flNls»,PER l' MIN. TA & LE -REINFORCING STEEL h t b "A" bHS 'b" bHS b/\CKflLL 3. CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRE1IGTH AT 28 DAYS OF 3000 PSI MINl!lUM. L _ _J •• TO 3 11x5"RECT.)_; AFC_~-~80 - ;3\·5"RECTANGULAR.. TO 3",rz4» .RCCT.) ... H1~1l THIS rnHT. rnND. b 4, REHJFORCHJG STEEL SHALL BE DEFORMED BARS COIIFORMING TO ASTrl A 615, LATEST !lEVISIONS, AND PR0R CUR/3 G"C.F. C.I. ·p;pE.JAFC.-470 SALVAGE/ ReLOCATe ---'s.LEAVl!: l'0/2TION OF Pll'E IN WAU. EXIST. 3'; 24-" ReCT. PIPE f FILL w/ CONC, GROIIT 3'-4" 8.1 0 ,, zi.f' •4@ 18'1 "4 " IS" bHKflLL COND A 8. 1011 3'-4" 2'-7'/ •4@ IS" SHALL BE GRADE 60, BILLET STEEL. •4., 1et 5, ALL REINFORCEMEN~ TO PE SECURELY HELD IN PLACE HHILE PLACING CONCRETE. NOR.TH SIDE OF HOSPITAL ROAD@ STA. ;,~7, STA. 3-1--/G± STA. 3fG5± NORTH SIDE OF HOSPITAL ROAD~ STA. 5•5Gt NOTE: CONTl2ACTOR SHALL VERIFY LOCATION OF EXIST. ORA/NS /! PIPES ANO SHALL NOTIFV Th'E ENGINEE2 OF ANY 0/SCl<EPANCIES SI0E\IALK OP_ PV4LK, 11/h'EIV-WALK _ .1!/ ON roP OP ·roor.tN~ S" b l'io"ll 4-10" LONI. I 4'-10" n 1'·10' LONI. ! ... ~~"'O.tA. P£.R,t:=oR,4rao ,4.C.P. ..n F/i?OM 5'TA. 2.,..7?10 CAFCH .B4S/N 5'-ID" TO &'4" [ON\. A. ,.,-, A'r /.,_00. 7.t (SEE" CONA/EC'r.tt:JA,/ ~ LJEr,4.tL 9£.LOPV},4,,V.0 .FROM S'T,4. 0-96. 96 -r~ OU7'9£"T /,V EN.DWALl. . R!iT.ll/NJN$ WALL .Sl,OEW,t/LJ:' VHIES V!l!ES VWES )'-3'' •4 • 18'' •4., ;'-W •4@ IS' ., @ 4'-8" "4 @ IS' ., @ 4'' <? PCRFOEATC,l) ,J/.C. P. ~Ull·OJ?,Q/N. 1 S' 16' IB11 SLtJPC_P/PC 7ZJDIUIIN '}"4" PER FOCT M/N. IN.STAU. 4H /J .Sl/8·£1,2))/,V f'z11 P.,tJST.TNSIOE FAt!C tJr" t:'.B. ----:r c;;;. H t!OA/C'. Pt.t:.. ,l,'RLJ.t/1,/,0 ~I -4.1.1 SU.S-O.J?,I//N $,N,P,eJtPC $.t.CCYC LJ.l!Y P/kJK /lFTd",,l? 6. NO BRICK OR PORf.US MATERIAL SHALL BE USED TO SUPPORT REINFORCING OFF THE GROUND OR FOR!1S. 7, ALL FOOT!lJGS SHALL BE 12" MIIIIMUM INTO co:1PETENT U,'IDISTIIRBED MATUR/\L SOIL OR CERTIFIED COl•IPACTED FILL. 8. ALLOI-/ABLE SOIL PRESSURE 3000 PSF, REFER TO SOIL REPORT BY HOODI-//\RD-!1cllEILL /, ASSOCIATES, PROJECT NO, Al23I, DATED JANUARY 3, 1972 . 9. NO REV!S!OilS SHALL BE MADE IJITHOUT PRIOR APPROVAL OF THE ENGHIEER. 4✓1dUB--l)RAIJI /S ./Y.STl'lt.t.ELJ ••• 311B~ClJJJNEll:lOJLitJ t!IITCILBJ/S/N_ DET/llL TOP WALL ---------.. ·~-- -______ __ A!O.St:!ALC @s ,-....:..D-=-f T"-'A-'--'-1-=-L _----"--R E"-'1-'-'-N_,_F -=--'o R"--'C'-=-E.:....D _.,:..c O'-'-N'--'C-'-'-R-=-f T'--'E'----'-'-R-=-E T'-'-A'-'-1-"-N -'-'I N,'-'6.___,_,_\V--"-A-=-L =-L _ SOUTH SIDE -HOSPITAL RO ~D NO SOLE . . ' -. , ' I ' , • -' -' ' .. G,t200VES GJ./Al..l. BE YE~TIC~ _ &'NOT AIECESGARILY /IORM4l.. -•ro S/OEWALK 8' 0.C fOR .fUll LlNG1" Of WHL PL~N VIEW· NORTH Fl\ tE ENP \VALL STEEl C/JP IJETIJ/L ~ETAIL -llET Altl\lN6 WALL SURFA(E ~ T'r'P. . ;,. P LA N -+-REINFORCED CONCRETE RETAINING WALL 1. ;! , .• 11/t" .• __ __j :-<J-_l/B" CHRIAGE !OLT, GALV. (I/ bOHO) .. . • I : --r,, :..l:r ·• I V I E IV 3}!" CARRIA&E !OLT, G!LV. SHEL .. . . ' . r ( .. ' ". '------,' SECTION A-A NcJre: STl?Ut:T. STeeL TE/Be I CJJP .511.llt.l. BC OLJllBt.C 0/PPCO a4t.Vl?NICED AFTER Ft1BR/.::!ATILJ/v. DETAIL -WOOD ~EN CH ATTA (HE D TO RET. WALL ' ~ ~ " " . _ --CONSTRUCTION NOTES . ~ ~ Q)---c /r'E/,fOYE EX/.57//VG A.c. f'AVEMEJ-,/T :1;f£ . • l') ,t ~ CONJTRVCT TYf'E ;A' P.C.C. CJl!i'IJ ~ GUTTER (I/C.E) ?El( Plv'G. }/E STP.-/0/-L. ~ ~ @c--COI/STJ?t!CT /"CC. CVl;'.B f GVTTE!( Tl'A/J5IT/O/J {CITY-Ti'PE ;4' TO STATE TYPE ;,j. 'l. ~--rOAlSTA'tlCT 4H7/IICICP.C.C,:~!5IO!:WA!..K. PER.C.ll.B. 5TO. 103-'-(WJOT;/ PER l'L.4NS) @-C01JSTJ?CICT A.C.TAVEN£NT To NATCII EXIST. /1,C, MEDIAN PAYEN.ENT. ~ RE.WOY£ EXISTING P.C.C. CURB ANO 6VTT£R . • ~ MOO/FY. TA'AFFZC~SIGNALS'.l'ER.IRA/CF/C_SldNAL MOOIF/CATION ==---- fl.I/ED/AN OETAIL SCAL£, f"• 20' SI/JEJVJILK (::::::;t::.==!===+==!===~:::j~eoRs X V _.....--at1TTeR /J PLllN VleW LBllt!K OFS//JclW/lY i==:;;::;:===="'f'====:::;;;:'::::::,, TOP /JF t!tlRB ----I --!r--.:t1rreR 1[~ ll/"FSCT ..:i'/4"RA.O. =----,·. cLe//'1TllJN V,4R/C5 0 /I ' ' I .'/2 $t.t"JP6" UAl.!t!'S'S tJTH£RIY/Se .SPCe/FICO SECTION ll·II WHEELt'H/1/R RllllfJP oeT/IILS Nt! ,St'1/LE ' "' 'l- - 17 Ar.24n_crRs. _ 4''•¼" £,ilODVE - NB SO Lt fl NISH 45' ;,15 10 10· ,-;; . ~ ""!"<" ~_.!, _, ' ' :{~ ~ -:;,> N ~~ ~·c:-' ' ' s; o· ,. \,' ~ NJJTe: •• --.stJRFl/et:s JV/1/11/1 IIR£ TJJ Se SIIN/JBL/IST@ $1/IILL BE S~tVOBUlSTt:O TO/J.O~PT//LJF 1-B 11• T//E ~7.AIISIICO TC¥TURE JS li:J BC llN/FtJRU ZN /IPPellRIINCE. FLARE 10' Jt), ' ~ " "' " '\i 1 f" ,~~~ ,,.., ~ " lZ "' t L~~, -., ti\ %~ .lt l\j t ½ '> ... " " ~ "' l;j /Z 3G i NEIVPORT 80t.lLEVARO APPROVED d.dYU HOSPITAL ROAD rROM STA. s,s,:,,58 TO PLACENTIA AYENVE HOSPITAL ROAD FROM STA. 4.+Z8.53 TO STA. 5+511,.58 HOSPITAL. ROAD FROM NEWPORT BOtJLEf"ARO TO STA. 4,zs.53 ~ 1··1 . i ' ~ i ! ; I I I ! I I l '' ' , , I J -, I I i ! LJ TYPICAL SECTIONS @r-;'-;o;£;;r.:;;;;;;;;---;A;;t.-;ry IN PLACE • • c.v':v£ OAT_A AND ASS Cl CI ATE: El t---+---+-----------------+--+----t A551: /'IIBLIC #'/JR.IS 1)/RECrOI? MEO/AN l'40DIF/C/JT/tJN IJETAIL RETAIN/A/if IYALL OETAILS @=--CONSTRUCT TYPE 'g-2· CURBtGUTTER(t:,'C.E)?ER @---A• 9 Z744 R•I00.00 L•ll!..5/ T•8.Z8 CIVIL AND STRUCTURAL ENGINEERS LAND SURVEYORS AND PLANNERS 136 ROCHESTER STREET C STA MESA, CALIF. NIA TEL, (714) 548-7723 {714) 542-1022 9-.?4·73 4.IM. 2-16-7;, A.L. 4S BtllLT A ,4.00E-D cu,ea ,J2ETUl:31/ J.IEIG./17 /}''' ~ 7Tc?,4N5!77CJN NOTE v~ R.C.E. NO. ~;~,c_BO_<P __ _ DATE /tJ-/'f-2'- FIELD BOOK SCALE 1.-1(.71 ZOC:.·R AS Sllt!W,V DESIGNED DRAWN SHEET 2 OF 8 STATE f!l.1111//AY STANOAROS, • E£J,----, _---, .------®---[ (4LT. A) CONSTRUCT IJi'Ac.(TVPf Jll·C2·85-IOO)/z/f"A.c'. (?"Yr'£ lll·IJ/-85·/CW/9';4.,8. / P,fl#E CC;/T. * NOTE G" TO B" C'.F. 'TRANS✓'T/c>N 4r ) (4LT .8) CONSTRUCT 2'A.C.(TYPE lll·C2·85-/t!O) OVER 7 "'A,C. (TY?E .,l!'-B/-85-/00) cu,ee £E7"U"2N5 .Ar UOSP/7".,:U. R0AO . ANO NEJ.Vpc,,e; 8;!./r'D. {GEE Sh'EETN0,3). \_______../ ~ -----------DATE 28 MARCI/ '72 DATE BY DESCRIPTION APP'D. DATE £.R.r: CHECKED J.,/.8. DATE CITY OF NEWPORT BEAC/.1 Pt/Bl.IC WORKS fJE'PA/i'TM£NT R-5104-S RAUB RCE NO. 14749 REVISIONS R.U.G /972 L/ C-140& l I I ' ' ··" ( NElV LAN/JING --(B" Tl!ICK) VARIABlE TNICK,VE.S"S P.C.C. CAP SECTION A-A NO SCALE SECTION B-13 NO SCALE *G 6'.';,<;-1< g----i DETAIL-LAN PING 70 7() ··--·-.. ··------ ----' ... ,,_.::. ,---. ' 70 12"TREADS G' RISERS ) __ -- " -- - ------·----____ ,,_ - - - - >-,. -···--·-·--- ! ----. CONST-8" THICK f.'C.C. lANP!/J/G ANO f;C.C. STEPS ,1s--SIIOY/J :S;~3t50 I ----CONSTRUCTION NOTES ' _--__ 1 -....;, -... ·---------·-·---·----, ---------' --; - - - ---. -~:=-·: -• ·,=· _===;:=. ,::, -=--. - ' - TOP OF S'L'I. _CURB-_ ------ -SEE .DETAIL SHT._N' 2 FDR SCORING ANO. SANDtfLASTING TREATMENT;, , TREATMENT TO .5EAl'PUEO-TO, -- NORTH FACE ONl Y. -. . --. --------- JACK <1. RA//B - --7 . -. •- . --------· ---·-. --------•---. --·----- ······----,. ---' --. ---_ ~1---. REVISIONS . ---.' --_ ::c-_cccc ~i"~::: ::--•• -_·:·.-• c''c''_,_;::"::::.j:::: ,----. -•. "="~ ,;czf. ''cc''.' .. ··-·-········ ·----. --·-·· ·--·-·----- -----------------------· --·--.. --,---· ---------,--------·-·-. --------, ;. -··-•··--~--------. ·-···-· ---· --------•--· --,------,.,-,-----------' - - ·-------:J····: -_: --- - . _,, __ -·----------· __ ,,__ ·--- _, _____ . __ -_-.:_:_ •• ------- ·------------,, --------•------- -50 24.00 Lr.. 1s"R.c.P.: . ZOOO·O' .STORM ORA/Iv' l/tVE A" SCALE:-~ HORIZONTAL .-;•,40 VERTICAL.-/"'4' c=: PLAN AND PROFILE FOR THE IMPROVEMENT OF /.-/OSPITAL ROAO FROM NEIi/PORT 80/JLC//AR/J TO STA._ 4, Z8. 58 - CITY OF NEWPORT BEACJI f'IJBUC J//ORK5 /J£PART"1£NT -____ , --·-------~------·-; BACl<'r/Ll SHEET 3 Of C-140& 8 -~--------. i _____ .. I , .. I ( \ ··---------···>·· ---,----,•--"" . " " ... -----·------------·--------' -···--~-----___, ____ ,~ --···----· -·-----...... --------j------,-------,--•·· --•-·----'--••·--.. -• '-·---··--- ------,--• ----, ___ , __ ,_ •----:-------' ··-··--·~---·····---,----_,. ... -------·--. - -.... 0 = =~---·s EC r.10-N _ a" a· _, NO SC-A(f -=·1 ------------. --- - ---·· -' -----,-------' _____ , __ _ ···i·---·-·------.. ------•.• '_. ·.:.· r -----, ----. Do ' -----'~ ··'_:':" ·••:~::····-----· - -------········- i -- -_ _-! - .. ---------------. .,-. -----,----------- . ----, --_, ·-..... -·-···--· . ----- ·· --·----- . -.. ,. .. ' --... - ! : --------------... ,.,_. __ ·-------. -. . . . -- ----CONSTRUCTION NOTES---- 0--:::-cLEAR ANO GRUB. ®--EXCA//AT£ ANO REGRAO£ FOR STREET IVIOEN/N6. ~REMO//£ EXIST A.C. PAYE.MENT _ -. ----- - ' ----e---- ' -. '. _,_ CUR//E OATA CONST, A. C. SIOEH/ALK, 3"T/IICK (fl'lf)T)I ?ER Pl.A¥) .REMO//£ f RECOAISTR!/CT E!(/ST. ORA/IV Tlll?tl Ct/RB PER 0£TAlt.S, s11r. ,Ve Z (@) -:co/'I.STRLICT"-W/IE'Ct.C/14/R R4MP. .PCROCT///t. , .SI-IT. ,VO, 2 ------@ !NSTAll STD. S1/RVEYOR'S MO,Vl/HDVT f'CR OIYG. N$ ST0-/13-L. <ii) REHOVE EXIST. A.C. Clll?/3. @ INSTALL STl?EET LIGIIT ST/). {TYf'E 1!l) /'El? f)/VG. ,V! STP.·205·L(TYl'E I}). A•112'3z'34" (P 49' z5'53" ,'l• 9'43'43" 1J • 9• 12· so· tl "3° 3/ I 30" A =3°31' 30" R~ 1070.00 R• 1040.00 . R• 1010.00 R• 25.00. R• so.oo· R• /20.00 R• 85.00 R,/080.00' R, /000.00' L • &3. 98 L • G2.!4' L • 49./I L•43.f4 L• 18.4G L•/3.&7 t.~ &G.4-5~ L•&/.52' t - ---: :··:r-::· .. T· 32.93 T• 32 oo T• 3/.08' T• 37.45' T• 23.01 T• 9.25 T, "'· 6'5. 7•33.231 1•3077' . 5EE SIIEET ,v, 5 FOR E PROFILE ON f'LA· CCNTIA A/IE. -·----. ··-------- --·--------•-----------------'-=---'----------------,-------·-·------:--:_' ------=::-··---------•--- :::L -----· -___ :__-_::.:: =~:=-:=::_ --,_-__ :~ ______ , ___ _--_-;:_ __ ...;:__·_ .___ --·---~--' ~---...... -.-------····"------·---·-1-----➔• ":'_ " • ·· --•-··----·· -----·-.... ---_________ , __ _ --------···-1 __ •• :: _:__ ·-:j___::_:::_i-----·-·-----• • ·--,_ ' --·-· " •. ·-· =--=-~--·:::-.::.-.--~----=--= - -·--• -:~:-:;:~::::,::_=: ;=_~;~:_~~-:_:::_--:: __ ;0~~-::-~~::::-~~;~ • --------= :~=------::::. __ :_~~::~-=-~:::__:·::-~--==·, -:.::_-__ - -- -:·:~::~~:::-=·-=-·. -., ___ ,-1-. ""-· -•-----------~--__ ,_ ------------ - ---• ----=· ::-::::.-=::_.:. ------------.-=-:=: .. =··:=-· --'"_:__ __ ! -=~ - - - ,,_, ___ ""···--. -----------=-==-~_=_-c ____ =:=.:..: ;·------_ -:~::-_:-_: ----::.·:·:---::_~:~:::::.::-.: ---•---------·----------:--------. -. ·-------,-------,-·---· .. ,----·--·-----------··---·------------• --·-·---· -.-•---·-------·· -···••o, _____ ,. ______ ··•--·---•-------·-::;-·--:::.::::::::::'.:::.:::::-:· ·---: _____ ---_,::__:.:..:_::.:-·· . ----' ---------------,----,----- _______ , ---,,~ ___ ,c,--_ ,--,·-------• ,--· ---------------------···--. ---------' --- -' . -.... -, --------·· --·-·--------• -. -------. - ----. -·-"---. ---·----- ------------------------•--•--. ·-----------•---· _-_ -___ , __ _: ----.. --------·----·-• -·--------· -··-·--·-------------. -----···-... -•------. -.... . ·--------·---··------··--. ----,------'--- .. -·· --· --- --. CENTERL0 /N£ -GRA/JE TOP (}FSl.Y.' CURB.~_: PROFILE SCALE IIOR!ZONTAI. •l"•ZO' //£RT/CAL:/"• 8' Pi.AN SCALE 1",zo· - -' - "' ··-· ---·' ---------•------' ---------- ---· .. -------,. ------------;.:_:_; __ -_ ,--_, __ . -. -. ------------ --------. ···-···----··--.,_,,_ " ····---··-----' -----------c------ ----·------- ---_.,. __ ,_ -----------=-,---=--==-·.:_-__ ,: ____ ·: " ------. ----------. ------····-····-------,---·-·------,·-·····-, --. ' ----·-----. -.... ,•--···--····--·-'-_,._ .. --·· ' ---. ------- - ---------------------,---------------------.. , ----=f··_;;,_----"·:..·==:..==.:.:=:..·=c:..·=:..=~:..-·=:..==,:._=:..=--::::.':..-'.:.:':..'=...:·•=.:.:--~-·-...:·••.!az~2"'-5~--~v:c.:.Cc:.-...,.· --~----'-; '=· ,.:.· :-:-:::'--'--:-c-----i/,~:-::-:-:::::----,---,---,---,:,-=--·, ,-=·=•--- =::-:===·-,_~,=c,=~V.P..£'''78,20 ___ ·----•·--·:,_ __ : -70 :=: ' --------·--···----·· ---\j-• • ¼i -_,. , .. ··--·------·--- -. __ , ' -. .... ---·•··· ---- -, __ _ -----1------ ,_ --, - - --------•· . -' ---' ---- _--_-_---_-_-_-_ --____ .-,---r·-___ _:'_ - . ---------------~ . . ----· ---, -··-~-------··-•-----· 5 K l?/,Y 50 '8 Al 81d'/4'tJS'Jv_ /i,.33' (K/11,) TOP OF PROP0$£0 11/Z :/ C(IT BANK PLAN AND PROFILE FOR THE IMPROVEMENT OF HOSPITAL ROAD FROM STA. 4+28.53 TO PLACENTIA A//ENIIE SHEET STREET (714) 548-772 3 FIELDBOOK SCALE 13 6 ROCHESTER TEL, 9-?4·73 .4./..14. .,15 BUILT ZOG-R AS 5//0/VN OF STA MESA, CAU RNIA (714) 542-1022 6' --.n--__ -_ ------------APP'D. DATE DESIGNED DRAWN DATE BY DESCRIPTION £.RF B DATE ?8 /¼'A'C4' 7.? . . . J.J. • REVISIONS CHECKED DAT/E"7.'2 CITY OF NEWP(}RT BEACJI PUBLIC WORKS OEPART#ENT R-5204-S RCE NO. /4749 R.M.G. 7 __ C·J40S ) I I 0 NOT£: PLAN VIEW FOR PROFILE Oli'/£AIT.4TION ONLV. FOR CONSTRUCTION liEMS ANO AOO/i/ON,1L. O£TAIL.5, 5EE S)IEET Ne 4. I ;"= 20' ~ / - - ___, __ ---· 1 ¼L - ' I-'.) 0~0000000000 OODDDDOODDOD J OOODDODDDOOD ODDDDOOO[ 8LJD OODOOOODD~jD J DODDDOODDDDD ODDDOOODODOD oo□oc=r,10000 \_3.ij,G /CILLET fi/ELD rULL z SECTION A-A \ -;;,; ,, ltb 1r 5EC7/0N:B-B DEPTh' EAC:h' S/OE ALL. BARS NCJT TO SCALE :---:Nor1:,···--- ____ , --~·----,·--· ... _._._ - e1c21R 1;vG_BAR&.ro BE"._3 !z." X¾f. q.BARG ON I °?E" C£NTERS a/e"¢:c,eoGs eARSj?E&ISTANCE .lt'ELOEO oR ELEGz.eoF.oec!1ED_To EELIR✓-VG E4R5 -/,1/EIGHT OF G,E'A TE-..:..· 14; .LBS V.8E FRAME -5-'IOWN 0/11 /3z:4NDARO_P,!.AN /30_77-12 J.Y/T,1/0t./T B.LOCKG --__ T_?.P..c ~ z:,;g_.:.; 1_3·= GR 2LrE::.=·· .c....:.....= _ _ -~("--»'.l=,t..-OEO STEEL ) APPROVED , til.~-ML AND ASSOCIATl:El 1----+---+-----------------l---+----l AS5T l'//Bt/c ;WR,1'5 !JIRE(/IJR R.C.E. NO. IZ80~ CIVIL ANO STRUCTURAL ENGINEERS PLANNERS DATE /O-{ f-7 '-LAND SURVEYORS AND 136 ROCHESTER STREET TEL: (714) 548-7723 (714) 542-1022 9-24·73 J/.1.M. 115 80/LT FIELD BOOK 20,;,-R SCALE AS SJl&;r/11 C, STA MESA, DATE 26 #ARC/I '7P DATE BY RCE NO. 14749 DESCRIPTION A.PP'D. DATE REVISIONS DESIGNED E.R.F. CHECKl::D R.M.G. DRAWN J.J.8. 0 PARK L/f)O MEf)ICAL. SEE SJIEET N! 4 111 111 SEE SJIEET N! 3 17 PLAN AND PROFILE FOR THE IMPROVEMENT OF I/OSPITAL ROAD _ CITY OF NEWPORT 8E.4CII P(l8l/C WORKS -01:PAl?TAfENT ( ' ) I CENTER SHEET 5 OF 8 R-5704-S t-1408 I 70. .71.J. {,! 0 ,o I ' .~ ~ ~l'i,~ {.,• j {1· ~~~ ,,,, i~'· ,1. ,~,~· .i ,cl s'l· \i~· s'l · d'.,-• ,o , • . ~ ---...... ·~. ===t=~tl ~-~~~=· ~---=ri, l~=--f:::._---=-------.:_:·~<C"2"§(J\~~~~· :_ __ LJ, ... '' ' ... -.. \I ---· ----------. ' L /.S:/ (TYi?) ··--· -·-------·· I ' I '· (;,+ so 5+ 00 4,-so - -··-· --------···· /JI) o ___ _ .8.0 ~ ~\· "-.,_. -· 1t •• t ' \0 . ,'~ . ""-(It -.0 • • • • • ~r,. ~ i ~· £)(/ST. l?C.C. STEPS ,' ~\ ~i· Qi . ... -------. ._ ---1~:='=p'.'..,---,,,--,-c:c ... :::-_-:_.:::_:, __ ,:-.. -:-. J ... ~_=! __ :: ... = .. ~.=-.=. ~-===~===f-=-==-:-=-=--~=-==-=::··=-=--=:=-=-:::~-:::-=·-=,:-r:::::~t·~·='l::-:--:,~j•~l-!--',.J-·· ··1· -·· _,, ... _ .. _. ________ ,-__ _ St-50 80 ----• 70 . I. - ' --, - - = ' "-· 1~ ~·1\v I<] ~ -0 . ;Jr 00 z,,so Zf-07.8 ---- /JPPll()YCO /+ so I I • ' i---r----t--------------+-__J~_J As:!!,~~o~crc,~ R.C.£ ,VO. /2800 28 MARch' '72 14749 9-tJ-73 JJM OATE BY .45 8/J!LT I ---"'--· fJ£SCRIPTJON REP/S/ONS APP'tJ. OATE 0ArE /tJ-l"!-77 FIE't.lJ BOO;< 5CAL£" 0£"$/tiN&O E.R.F. CJIEC/(EL) RM.G. ORAWN .I.I B DATE /972 . /0 -...... _ zo 30 40 . 70 6, 0 - 6,0 so. .50. ... 40 SCAl&S: 1/0RJZ. /'"10' D 0 .. •· ------" CROSS -S£CT!ONS J--10 5 PIT AL ROAD FROM STA.O•T5 TO STA. 7•50 CITY OF NEWPORT 8£ACII PVBl/C WORK'S .OEPARTMENT YERT. /'S.IO'. S/-IE£T 6 OF 8 R-5104-S t-1408 ---.----• I. i (' ' _/ ). I / I r--------------__;_ ___________________________________________________________________________________ _ POLE SCHEDULE PHASE DIAGRAM INDUCTIVE LOOP DETECTOR SCHEDULE Pole Type Length Signal Lum. Signal Mounting P.P.B. P. P. B. M.A. M.A. Veh. M.A. Ped. Type Phase ,,_} (~ ,,ft -=>--------c> -<l--------t:> ❖ Al A4 XVII· A 35' 9" 20' 15' B-1 M-2 W-0 d. Rst 3' 10" B B A4 I A2 A3 A2 :;::> I f I Sensor Uni! Detector *' I-Al 3 I-A 10' A-7 B B If 0A3 ends before 0AI If 0AI ends before 0A3 v ~2 I-A3 4 XIX-A 35' 9" 30' 15' B-1 M-2 W-0 B B Al + A3 Al + A2 A3 + A4 A2 + A4 B ~3 1-8 8 2-B 5 I-A 10' A-I w-o B ® XVII-A 35' 9" 20' 15' B-1 M-2 W-5 B I-A 10' A-7 35' 20· 12' B-1 M-2 - 10' -A-I --- I L - - - -1 Remove ' A4 A4 - I -.,:,.. """ either -2 or 3 4 PRErERREO PHASE SEQUENCE WITH CALLS ON ALL PHASES~ ::/,~ The Controller shall be copoble of single entry phasing in the absence of calls on concurrent phases. CONTROLLER MODULE SCHEDULE Phase Type 0AI s -- 0A2 D 0A3 s 0A4 DP 08 SP ' ' -- Jl--Note 21 -, V 225' 10 ----Median nose - I I - I '---.::...__-.::.:,,__ . 4 / ......___ 3"C~ '( ----so· Break ........,__ -..-1 -..-........,__ ~· .!. i---2' 2 .. C 2 Exist. 700 W. A2 ,-,_ f-~ New Ballast. See -. 7 I ks il64 3-8 a 4-B -i'l!5 5-8 (Nole 11) MAGNETOMETER DETECTOR SCHEDULE Sensor Unit Channel Detector --*1--A I-A2 ~I B 2-A2 ~2 A 3-A2 ll<2 B 4-A2 .\)'<3 A I-A4 i,<3 B 2-A4 ll/<4 A 3-A4 *4 B 4-A4 / I -------'? ' 225• to Med· --_ ian nose -J -3;---_ -. J -----__j 4 Magnetometer Del. --Cable ' ------BLVD. ' ORA---- · ---""155 Intercept exist') Conduit ---NOTES: ® 'JJ--....._ I · Note 16 1 '-v c ---J A2 >r ~<~;;;.;;;;,,,;; ---~~~B~P~;-Exist 2" C }L' ( ' I. 2. 3. 4. 5. 6. 7. The electrical work and equipment shall conform to this pion , the California Standard Plans, and Standard Specifications, doted Jon. /971 and the Special Provisions. Applicable California Standard Plans: ES-1-3 ,SES-2A-8, ES-2B-5, £S-3A-5,SES-3B'-l7, ES-4-7, SES-6-Bl, SES-6-C-1, SES-1/-8. Salvage Control Cabinet and all Control equipment. Install California 7jtpe 90 Controller and detector units as shown on detector schedules. Install. ouxilliory equipment per Standard Specification 86-309,J and _the Special Provisions. Install in 7jtpe R cabinet. All inductive loops shall be 6'x 6' with /0' lateral spacing. Luminoires shall be installed without glare shields. Lamps shall be 700 Watt mercury vapor. Magnetometer units shall hove two inputs and two outputs. Pedestrian heads shall be 7jtpe B. -;;e ~ '©_ New , r:l ,J 8 -___ -r--.._~Y-1 s Ballas! ~ i ·., . , ~ ;;;; -. · c.~ _ __ _,_ . :· ' ~. ~ &~ _,_ ____ __ Note 14 / CD ,....,, I / L L °',,r,;-, '-Note 3 -_ --......._ _ -...,f?'S,Y' ote 20 1 ,-.... ....._ R . " ("'-...._, rExist. l"c, 3 i'lis Signal . --..... ___ I 0:: ,-~ \R J / 1· 6 i'ti4 , 1 a Lighting Service I/ ,_'. , / _ 5,,-,/-3, Del. Cable / f ~G ~I OO'~k I 1-8 2-B I / ~ • c= 1-_i-,J J l ~ ~ J m Service f ,-..: i:::( \ P.P. i!« 99270/E f{3 f'--·Note 12 ._____,.. NOTES (con't. l : • -- 7 ---~- - ,-.. - r----~-c:, Remove I AWG >'t:14 *10 Loop Detector Cable Magneto - meter Detector Cable CONDUCTOR SCHEDULE Function & £ & & 0AI --3 3 0A2 ---- 0A3 - - 3 3 0A4 -3 3 3 08 3 3 3 3 0A4P 2 2 2 2 08P -2 2 2 0A4 P.P.B. I I I I 08 P.P.B. -I I I Spares 3 3 3 3 P.P.B. Common I I I I Future Interconnect -5 5 5 Total 10 21 27 27 Signal Common I I I I Luminaires 2 2 2 2 Total 3 3 3 3 Det. I-Al --I I Def. I-A3 -- - - Del. 1-s a 2-8 - - - - Del. 3-B 8 4-8 -I I I Det. 5-8 -I I I Total -2 3 3 I-A2 - - I I 2-A2 --I I 3-A2 --I I 4-A2 - - I I I-A4 --- 2-A4 ---- 3-A4 - - -- 4-A4 ---- Total --4 4 -7l___s;:::=====--- Scale : I" = 20° & & 3 6 -3 3 6 -3 ..... 3 -2 -2 -I -I 3 6 -I -·5 9 39 I 2 - - r 2 -I I I -I -I -I I 5 -I . -I -I . -I • I I I I I -I I I . 4 8 8. 9. 10. Conduit shall be 2 11 unless otherwise noted. The Programmed Visibility Heads shall be programmed by the Contractor as directed by the engineer in the New pullboxes shall be ;>/!-5 except where shown otherwise on the plan. s field. /9. • The Contractor shall contact the State' of California Permit Dept., Mr. H. Roberts, MA0-3660, 72 hours in advance of performing electrical work at this location. Arrangements for required State inspection will be mode at this time. • • II. During. @Bred calls from detector 5-·e shall be delayed before being received by the controller by use of a Solid State adj'ustoble time delay relay (adj'ustoble 0-30 sec.). During @B green co/ls from detecter 5-B shall go directly to the r;ontrol/er without delay. /2. Salvage detector pod and remove foundation. /3. Salvage existing signal standard and signal heads. Install new standard and signal heads on existing foundation. 14. Salvage pole, signal heads. Remove foundation. /5. Salvage ·pole and all signal heads. Reuse 100 //Iott M. V. /uminoire. Remove foundation. 16. Relocate . one of the existing 700 //Iott ballast to pole location @ . 17. Run existing detector conduit into new pull box. /8. Leave zo' of 5 -;!;!14 interconnect wires coiled· in pull box for fufllre use. STATE OF CALIF. -DIVISION OF HIGHWAYS -TRAFFIC DEPARTMENT Project Engineer Date Design Engineer Date Approval Recommended By Date 1/71 c:ETER!CH-FOST 21018 .aa3 PREPARED UNDER THE SUPERVISION OF 74/.44 1r/ill,;-~ [)ATE 1 / S' /72 HILBERT WILLIAM DICKSON R.C.E. NO. 19417 TRAFFIC ENGINEERING Merman coNsuLTANTs Kimmel and Associates 4242 CAMPUS DRIVE,SUITE E·6 (714) 546-9814 NEWPORT BEACH,CALIFORNIA 92660 • 20. 21. DATE Remove 7jtpe 5 pu/lbox and install 7jtpe 6 ·pul/box. L , The spacing betr/een the center lines of each magnetometer head shall be 3.5 . BY DESCRIPTION APP'D. REVISIONS APPROVED AS$T, PUBLIC WORKSDIRECTOR R.E. NO / 2-ff.?C DAT lcJ--?"L DESIGNED DRAWN B. D. G. ~,. .. CHECKED DATE /./. K. . OCT. '72 TRAFFIC SIGNAL PLAN NEWPORT BLVD . at WESTMINSTER AVE. -HOSPITAL RD. CITY OF NEWPORT BEACH R-5204 PUBLIC WORKS EJEPARTMENT SHEET 7 OF 8 C-1408 . -1 POLE SCHEDULE PHASE DIAGRAM Pole Type Length (D XVII· A 35' 9" Signal Lum. Signal Mounting P. P.B. P. P. B. M.A. M.A. Veh. M.A. Ped. Type Phase 20' 15' B-1 M-2 W-0 2 Ped. Rist 3' 10" 3 I-A 10' B A-7 B B B .,,J (" _,I --------c,,.. ~ Al A4 -.::J A4 I A2 r:,-, A3 A2 I p I v If 0A3 ends before 0AI If 0AI ends before 0A3 4 XIX-A 35' 9" 30' 15' B-1 M-2 W-0 B B Al + A3. -Al + A2 A3 + A4 A2 + A4 B 5 I-A 10· A-I W-0 ·B A4 I either -2 -or .,... 3 4· ® XVII-A35' 9" 20' 15' B-1 M-2 W-5 B A4 PREFERRED PHASE SEQUENCE WITH CALLS ON ALL PHASES~ I-A 10' 35' 20· 12' A-7 B-1 M-2 * The Controller silo// be capable of single entry phasing in file absence of calls on concurrent phases. 10' -A-I - -- I. t l ------I - Phase Type 0AI s 0A2 D 0A3 s 0A4 DP 0B SP --., Note 18, ) - - l I ~WPORy (2/ntercept exist. - Condu11 ---_J ------,,..-4 Magnetometer Cables. . /I /I --l,;zNote 12 " I I -LI - ' I \,30' Break ----~ ----~ ~ NOTES: I. Jf-Note 21 A V -<, ' ------- --- --22S'to M. ed,an nose --- ----v• ---. ---- L -- The electrical work and equipment shall conform to this plan, the California Standard Plans, and Standard Specifications, dated .Jan. 1971 and the Special Provisions. ---- 2. 4. 5. 6. 7. 8. 9. /0. II. Applicable California Standard Plans: ES-l-3 ,SES-2A-8 , ES-2B-5, ES-3A-5 ,SES-3B-17, ES-4-7, SES-6-Bl, SES-6-C-1, SES-11-8. Salvage Control Cabinet and all Control equipment. Install California lype 90 Controller and detector units as shown on detector schedules. Install auxilliary equipment per Standard Specification 86-309.J and _the Special Provisions. Install in lype R cabinet. All inductive loops shall be 6'x 6' with 9' lateral spacing. Luminaires shall be installed without glare shields. Lamps shall be 700 Watt mercury vapor. Magnetometer units shall have two inputs and two outputs. Pedestrian heads shall be lype B or lype C. Conduit shall be 2 11 unless otherwise noted. The Programmed Visibility Heads shall be programmed by the Contractor as directed by the engineer in the New pullboxes shall be ~5 except where shown otherwise on the plan. During (lJB red calls from detector 5-·s shall be delayed before being received by the controller by use of a Solid State adjustable time delay relay (adjustable 0-30 sec.}. During (lJB green ca/ls from detecter 5-B shall go directly to the controller without delay. 12. Salvage detector pad and remove foundation. /3. Salvage existing signal standard and signal heads. Install new standard and signal heads on existing foundation. 14. Salvage pole , signal heads. Remove foundation. /5. Salvage ·pole and all signal heads. Reuse 100 Watt M.V. /uminoire. Remove foundation. /6. Relocate one of the existing 700 ¥/alt ballast to pole location @ . /7. Run existing detector conduit into new pull box. 18. Leave 20' of 5 "f9!/4 interconnect wires coiled in pullbox for future use. STATE OF CALIF. DIVISION OF HIGHWAYS -TRAFFIC DEPARTMENT Project Engineer Date Design Engineer Dote Approval Recommended By Date -/f'..~YN.7,!..0.S -11·7,? 1/71 DlETERICH-?OST 2101B .003 field. c::, s ct /Zo" INDUCTIVE LOOP DETECTOR SCHEDULE Sensor Unit Detector *' I-Al *2 I-A3 ~3 1-B 8i 2-B *4 3-B 8i 4-B *5 5-B ( Note II) MAGNETOMETER DETECTOR SCHEDULE AWG *14 7-ORA-055 -0.59 CONDUCTOR SCHEDULE Function & & & & & 0AI --3 3 3 0A2 ---- - 0A3 - -3 3 3 0A4 -3 3 3 - 0B 3 3 3 3 ~ 0A4P 2 2 2 2 - 0BP -2 2 2 - 0A4 P.P.B. I I I I - 0B P. P. B. -I I I - Spores 3 3 3 3 3 P.P.B. Common I I I I - Future Interconnect -5 5 5 - & 6 3 6 3 3 2 2 I I 6 I 5 Sensor Unit Channel Detector Total 10 21 27 27 9 39 ( PREPARED UNDER THE SUPERVISION OF ;'4(.{u,t~~ OATE. 7/s/72. HILBERT WILLIAM DICKSON R.C.E, NO. 19417 TRAFFIC ENGINEERING Herman co-NsuL TANTs Kimmel and Associates 4242 CAMPUS DRIVE,SUITE E-6 (714) 546·9814 NEWPORT BEACH,CALlFORNIA 92660 ,il< I l!l< I #2 ~2 ~3 *3 l,\'<4 *4 19. 20. 21. A B A B A B A B I-A2 2-A2 3-A2 4-A2 I-A4 2-A4 3-A4 4-A4 "\ Intercept exist - Condu11 --- *10 Loop Detector Coble -- ' ! Magneto - meter Detector Coble Remove ' ,, Signal Common I I I I I 2 Luminoires 2 2 2 2 -- Total 3 3 3 3 I 2 Det. I -Al --I I -I Det. I-A3 - ---I I Det. 1-B 8i 2-B ---- -I Det. 3-B e. 4-B -I I I -I Del. 5-B -I I I -I Total -2 3 3 I 5 I-A2 --I I -I 2-A2 --I I -I 3-A2 - - I I -I 4-A2 - -I I . -I I-A4 - - --I I 2-A4 - - --I I 3-A4 -- --I I 4-A4 - - - -I I Toto! - -4 4 4 8 -?l__s;:=====- Scale : I" = 20' The Contractor shall contact the State of California Permit Dept., Mr. H. Roberts, MA0-3660, 72 hours in advance of performing electrical work of this location. Arrangements for required Stole inspection w,71 be made at this time. Remove lype 5 pullbox and install lype 6 pu//box. The spacing befl,yeen the center lines of each magnetometer head , shall be 3.5 . ,----......, ,---! -! ----,_ ,--, /,--.,.\ , I I ,, \ --r· I . -· I ' : I r, I ' . \ (_/ / ' 1· . ' I I \ ..-.. -, ·, I ! I ' ! I I /~ nj \ i -~ I , ' I l ~ LJ I - \__ .J L_ ____ ,, I '--• - APPROVED TRAFFIC SIGNAL PLAN 9-?4·13 4.t.M. 4.G 8tJ/LT Af!l:/f:&cMECTOR NEWPORT BLVD. R.E. NO. I '2..flt>t: . at -!2·19-72 ,4JM 0 ADDEO STRIPING REMOVAL DATE BY DESCRIPTION REVISIONS it~~ DAT"--..Ll.e:.tJ::....,-~-_,.?_,,"2-~---1WESTMINSTER AVE. -HOSPITAL RD. APP'D. DESIGNED B. D. CHECKED /I. I<. DRAWN 6. ~ ...... DATE OCT. '72 CITY OF NEWPORT BEACH R-5204 PUBLIC WORKS DEPARTMENT SHEET 7 OF 8 c-14oa l i ( I I ~ I I I ' ~ 0 ~ ' Ct; I \ 1n1 o:ETERlCH-POST 2101B .003 13° t- 175' Storage >; z----· I'------------ 0 I I' 13° HOSPITAL HOSPITAL ROAD ~ I Scale : I" = 20' .tEXIBTIN<Jr STRIPING-IB NOT Sh'OWN 90° 13' + 12° 11) lO . 11) 'II" + 'II" ~ r:;!:J l ~ Storage w z :J J: u I-<( ~ - M') M") )=. ~ 5-, J: ~ -:x: w l- ~ Cf) - • 0 > .J © l- De 0 Q. s w 2 ' j ~ _____ J"r_-E~~·~~~~;;::~:=~;;~t~~ --------~ <7 11° -------------------~ <7--+--++--------it_-·--<-;-> . ~n~e<________ cc:::.,.t ~c::::.,,i· i GO __________ ___::~:__-+-------A2JS'siorac,;---------;:::---7 £ 45· Flare 11 , ill 215° Storage c::;> w z __J 0 I ~~ ~L-_____________________ __:::_~::_ __ __:::::::~:::.:.:=:~'-----=:__-~:::::::,,,L-----::-------..:.... 13° EXIST/~ X-WALK ON NE'WP"7RT BLV-7. ~------jt-___ __,,:._ ____ 7 'TOBE RE'IWOJ/£0 BY ST,,!JTE. NE'W X-WALK. ON N£WPORT BLVO. 70 BE' /NST-4L.LE'O BY srAre-. TRAFFIC ENGINEERING Herman coNsuLTANTs . Kimmel and Associates 4242 CAMPUS ORIVE,SUITE E·6 (714) 546·9814 NEWPORT BEACH 1CALIFORNIA 92660 NOTE: R:JR AODITIONAL. INFORMATION 5EE STATE TRAFFIC REPORT T-4158-A APPROVED A-:>'AV 30 ,197.Z. APPROVED lf----j---j------------,-7 JJGG'/. PUBLIC WORKS DIRECTOR R.E.NO /2806 7_~,.,~ ,1·,, I:\/ INCREASED ,STORAGE LANE {' f36,V □ATE_/ /J, -Z.. >0 ? 1.. ,•£VP H. ·"'· {.!__:,, AOOEO 45' Fl4RE 7.1,3.7 DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED B.D. DRAWN G: Ta:#-i: CHECKED DATE I/. ,,( STRIPING PLAN HOSPITAL ROAD between NEWPORT BLVD, a PLACENTIA AVE CITY OF NEWPORT BEACH • R0 52{))4o PUBLIC WORKS DEPARTMENT ' .. I \\ ( Jl . . ·--- . (\) ~ I >\ .~-()) N > ~ ~\)i I • 00 I I I :~ ~ v ( ' 1/71 o:ETERICH-POST 2101B ,003 ------------------------------------------------------------------------------------------------------ J::i P.&. 0 C.t. 0 STREET LIGHT LEGEND STREET LI 6HT ST~NDARD PULL bD~ Cl HUIT &REAKER ELElTKIC VAULT (EDISON CO. PO\iER IOURCE) I¼" PVl CONDUIT \IITH 2 'B IHSULHO WIRES AND I *8 GROUND WIRE \ ' '-;:, l. 2. 3. 4. 5. 6. 7. 8. STREET LIGHT NOTES LIGHT STAilDARDS SH/\LL CDrlFOR:-I TO CITY OF i/E\olPORT GE/\CH ST/\tlJ/\RDS, EXCEPT GROUilD ROD SHALL BE 1:1 PULL BOX, THE cornrnuous i/0. 3 BARE COPPER GROU1/D !-/IRE SMALL BE GO,/JED TO EACII GROU:IJ ROJ. LUtlll/AIRES SHALL BE EQUIPPED HITH I\ 240 VOLT PHOTO-ELECTRIC CELL A:ID ArnIAL BALLAST. EACH i1ULTIPLE STREET LIGHT CIRCUIT SHALL CONTAHI Tl/0 (2) ilO. 8 HISULATED CQPPER co:IDUCTORS TYPE Tl/ MW Oi/E (l) rm. 8 BAR[ COPPER GROUND \!IRE. ALL CIRCUITS SHALL BE E:/CLOSED IN A CO:IDUIT OF POLYVll!YL CHLORIDE OF A MINIMUM SIZE OF 1-¼II • ALL SPLICES OR CO:lilECT!Oi/S SHALL BE f1.\DE \!ITH .~?PROVED EtlJ-TO-Et/D CRI:-IP-TYPE MECHMIICAL COWlECTORS rn PULL BOXES PLACED AT EACH LIGHT STANDARD. PULL BOXES SHALL BE BROOKS PRODUCTS (OR APPROVED EQUAL) MINil1UII SIZE 3-½ 1-1ith 3/4" CRUSHED ROCK BASE (6" THICK) Ui/DER BOXES, LIGHT STANu.~RDS AilJ LUMINAIRES AS i/OTED. STREET LISIIT CIRCUIT SHALL BE JOirlEJ TO EXISTING CIRCUIT AT EXISTI:IG PULL BOX .AT THE SOUTlii/EST CORi·/ER OF THE IilTERSECTIQ;/ OF PL,\CEi/TIA AVE'lUE AND IIOSPITAL ROAD AS SHO\,ff\. 1----CITV OF NEWPORT BEIICII STANOAl?O OAVIT ARM STREET l/61/T STANOARO TYPE VI PEI? 0/Vt:. N' STC-20S·L FOR ARTER/AL TYPE 0. (SINGLE ARM) .... "1> c--~' I -\ ll.lti ~ ii~ PARK LIDO MEO/CAL CENTER J.IOAG MEMORIAL CONVALESCENT /../OSPITAL _,_ .. ·:. ~ • ·, .. ~ -~ ·'. • -:: :, .... ' . "'~ "1> ~Cl ' ~ ~'~ ~ ' ' I '11¥ c::: _J l ----------------·------tt "' ------------------ J.4CkECJ SPt..lr EXX!5r. INTO TWO ----------/ OR/VE znco,vou,r~ /CIRCC//T$ '{°/./IS L.OC4T/ON 1/0SPIT/.IL R0/./0 ______ __., ----~--E.-'YIST: CON/'RO~ C48IAIE/' CIRCO!TL) }ck2c111r1 i,~f!rp;_--------------------------~=--------------! H--------±::-.----,J--• --1<----"" ·-+-~ ~~ -r-----c-,/ 7 E:IS'T. S.t.. -· C,Y/$'1: $.;/ -::--~~ ---~ \--------- (400W) (400.W) • (:) ~ ) -- -r-' - 11.J _ i0l9CONNCCT P'RQ.14' L:DISON ' "'l ~ ~ E,Y/S'T, L.IGHT OJ.I -.)~ IQ ho.I 1 'CAB/A/ET /'400,W) \ ~ TRAFFIC SIGNAL-,____.., ;:; 'SC ~,.-EXIST. S.C.EOISON \ ~ !' ~ ~ V TRANSFORMER VERSAILLES NOAG MEMORIAL /../OSPITAL I-IOAG -Pc ·----tf, I . ' <> " ' ~ ~ "' • ' '} OEVELOPMENT STREET l /6HTIA/6 PLAN S-CALc 1''=80' LIGHT STANDARD LOCATION PARKWAY WIOTII 4:5 .51/0WN~ OtV PLANS "'-· -~ 1-' S/DEWALK i £JOO~ FACING ST.;6. '£er·--' ' L TYPICAL. LOCATION OF ECONOLITE CABINET JN PARKWAY Wt/EN .SIDEWALK /S ADJACENT 70 Pl20PERTY LINE 2'x2'x &" P.c.c. P.40---...._ ECONOL/TE C.48/NET NO, 5725 •• _ ,,,✓--C48INET TO BE PAINTED W/T,t ,--..L.'-, A M/N/MVM O.,,t:: ONE C0,4T c':JP -EXTER/OR ALllM/NVM PAINT r-7 l_ _ _,.!,.1 --t-~ 2-30.AMP CIRCll/T 8REAKER5 8 ~ ........ (~ '"."-t:', •,5 P·~u·ll:11 .. llp· ~,.,. .,,.,., ,-,.f • o, ~ ,::::.,'/'oJl~:lo':1.-/-/· .t> :~'"" /~"a,NOV/T TO L./G/..IT/NG C/,t2CV/r J l,,, ~~;¼<" COAIDVIT TO L./G/..ITING a::::--' _ -C/i&ZCV/7 2" C0.1/Dt/lT FROM i:.OISOA..I //4VL.T SECTION A-A CONTROL CABINET STREeT LIGt-lT SYSTEM I.I. T. s. . r--, -! -n I ·-.) , I i l _ _.; .--: ! ' ' ' ' ' ' i ' . i • --- n I j L l 1 - '!---==---------------,---,--,-----'------,--r--,-,.==----....--.:....· -------~ ......... _.,_-......... ___ ,:__ ___ -I .---r=;J_ APPROVED 1 3 ~ ROCHESTER STREET I (714) 548-7723 FIELD BOOK SCALE C'S A MESA, CALIF NIA TEL, (714) 542-1022 9-:?4·7. 4.IM IIS Btl/LT 201',,-R ASS;/0#/N t.::;.;::.J I I -¥ ,,.-.I--;-,d-------'----DATE BY DESCRIPTION APP'D. DATE DESIGNED DRAWN ,,..--v_~~ /::J', /-<= f ,~-~v,ATE Z8 MARCIi '72 E.R.F J.J.8. / /'JACf G. R4V8 RCE NO. /4749 REVISIONS CHECKED DATE R.MG. /972 n In lllr:: ~-Aursi""': ""iairsnru . ~lg1(QJ[Sjif" @.&. u u u AN D ASS DC I AT 15 El !----+---+---------------+---+---! Af>i: Pll8tlt' il'dR.(, -✓R.!C!M " ~ '-,I~----------=====;..;;.;..;;.;;.;;;; R.C.E. NO. ~'='8~0_(,, __ _ -C IV IL AN D ST RU CT UR AL ENG I N EE RS DATE /tJ-/9, 7 2._ LAND SURVEYORS AND PLANNERS STREET LIGIIT/NG /./OSPITAL ROA£) CITY OF NEWPORT B£ACII PVBLIC WORKS OEPARTMEHT SHEET OF 6' R-510~-s _ t· 1408 ' ' ( / ( "--. ~.,-- ' Ii J ~ )) , .., ·'",- Q I (i\