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HomeMy WebLinkAboutR_5572_S.. 110409 e w ~ , r • • 0 " 0 • • G I/ CITY OF COSTA MESA AVE I AK E II / ST.</ N CKTY NEWPORT JPUBLKC WORKS OF BEACH IDJEJPARTMJENT CONST·RUCT I ON PLA,NS FOR THE IMPROVEMENT OF JAMBOREE ROAD W!DENING ESTIMATE OF QUANTITIES ITEM I CONST.5J{,t.C.OY£R IZ"A.8. N/PR/MECOAT _FROM 5TA./2.9f,PB. 7 TO /50180 2 CONST. P.C.C. CURB ¢ GUTTER P£R C/TY OF N,B.STO.PL.162-L (':4"-8"C.E) 3 CONST. 4'THICK P.C.C. 5/DEWALK PER CITY STD. PL.AN 180 -L . _@SAWCUT AND REMOVE EXIST. PAVEMENT 5 CONST. VARIABLE A.C. CAP. ( I IJ.ICli TIii( M/J./.). G REMOVE EXIST. G' OR 4/ A.C. SWALE. (j) REMOVE EXIST. TREE OR SHRUBS . 8 EXIST PO.WER POLE TO BE REMOVED BY OTHERS . 9 PROTECT /N PLACE 10 ADJUST TO GRACJE (l/TIL/TY f30X) @ RELOCATE EXIST. II/ATER METER PER CJETAIL REMOVE EXIST. DRAIN INLET REMOVE EXIST. CONC. CURB $ GUTTER 14) CONST. 9 'TH/Cl< CON'C. PAV/NG AT BUS STOP @ CONST. CATCHBAS/N L-24.(J°PER CITY STD. 30G -L (/G) /N57ALL 18'1?.C.P.. {Z000-0). BEDDING PER CITY STD. JOG -L QUANTITY UNIT 8~ /4/ 5.F. e, 222 L.F. 81,574 ., S.F 22,,4g4 L.r. 18,445 S.F. I, 970 ' L.F. Z49 EA. /7 EA. 10 EA. I EA. I EA. 472 L.r. l_,GBO SJ' I EA. 7dJI L.F. FROM TRACT 12309 -"OFF-SITE" IMPROVEMENT 310 FT. NORTH OF BISON TO 620 FT. NORTH OF UNIVERSITY DR. @ JOIN EX/ST. CATC/1 BAS/N PER CITY !lTO. -303-L. (/B) PLt/G' EA/PS dF EX. /8"C.S.I:' UI/ .ilf/Cl</MtJA'J,4/f' 4#.0 B4C,t'/'lLL 1'3/?E #lE S4CK SL ,;-,;,y I EA. 13. -C. Y. ' VICI N ITV MAP ,,. 0 ¼½3/41 O11.t.PHIC SCALE IN MILES SYMBOL LEGEND -0- 0 'Cf □ -0- E- -.x-x- I.·. . -.I POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MON UM ENT FENCE BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK L::c::_.:..:..cc::J CONCRETE t ;:J ~-"'-"'-'-<4 BU IL DING EXISTING CONSTRUCTION NEW CONSTRUCTION ---,t-CENTERLINE -·•-,;-SEWER LINE -----w-WATER LINE --~-GAS LINE -E-POWER LINE -TEL-TELEPHONE LINE -rv-CABLEVISION LINE -sP-SPRINKLER SYSTEM STREET LIGHT .• 1. 2. 3. 4. s. 6. 7. a. 10. 12. /3' GENERAL NOTES THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,' 1985 EDITION AND SUPPLIMENTS. STATIONING REFERS TO CENTERLINE OF STREET UNLESS OTHERWISE SHOWN. EXISTING UNDERGROUND UTILITIES ARE SHALL BE RESPONSIBLE FOR VERIFYING PRIOR TO BEGINNING CONSTRUCTION OF CURB DATA REFERS TO FACE OF CURB, SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR THE ACTUAL LOCATION AND ELEVATION IN THE FIELD THE NEW FACILITIES. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS ANO DRIVEWAYS. ' SEWER AND STORM DRAIN MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TU FINSH GRADE AFTER PAVEMENT IS IN PLACE. SEWER, WATER ANO STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIW\TED QUANTITIES ARE HORIZONTAL DISTANCES. _ THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER W\JNS IN ACCORDANCE WITH CITY STD. 510-L. THE CONTRACTOR(S) SHALL REQUEST INSPECTION FROM PUBLIC WORKS DEPARTMENT 48 HOURS IN ,ADVANCE OF PERFORMING ANY WORK (644-3311). ALL WATER HAINS 12" AND LESS SHALL BE INSTALLED A MINIMUM 30" BELOW FINISHED SUB- GRADE. ALL WATER MAINS, AND :;TORM DRAIN LINES SHALL BE BEDDED PER CITY STD. NO IVORK Sf/ALL OCCI/R /VITI/IN EJISTINC PAJIEO AREAS t/!IT/L Tl?.Arr/C C0#7ROL SIIEETS /0 Tl-II?!/ /Iii h'El?EIN -ARE .APPROVED. 106-L. PLANS-. 14. ALL CONCRETE SHALL BE 560-C-3250 EMERGENCY TELEPHONE NUMBERS AGENCY NAME SOUTHERN CAL~· --"-:NJ ....... ,...:::.~ :~.-,;.~~/.l.NY NUMBER 1-800-422-4133 UNDERGROUND SERVICE ALERT PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH .. IRVIME RANCH WATER DISTRICT ( WATER) PAIVA TE ENGINEER'S NOTICE TO CONTRACTOR 835-3833 1-800-422-4133 G4s 3011 533-1223 CHET WRIGHT UNDERGROUND SERVICE ALERT GIL GOMEZ MIR FA1TA~l ~ _/ PAVING NOTES I. A PRE-PAVING MEETING SHALL BE REQUIRED AT THE SITE WITH 1HE Cl1Y !~SPECTOR 4B HOURS PRIOR TO THE CDMMEl'!CEMENT OF ANY PAYING WORK. 2. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER PRIOR TO SUBGRADE PREPARATION .. 3. THE PERM!TTEE OR HIS AGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT WHEN THE PAVING OPERATION IS READY FOR EACH OF THE FOLLOWING INSPECT! ONS, Al. INITIAL INSPECTION. WHEN THE PERMITTEE IS READY TO BEGIN \/ORK, BUT NOT LESS THAN T\/0 DAYS BEFORE ANY GRADING COMMENCES. Bl. SUBGRADE INSPECTION. AFTER THE SOIL SURFACE HAS BEEN COMPACTED. TESTED, LINE AND GRADE ESTABLISHED, BUT PRIOR TO AGGREGATE BASE PLACEMENT. CJ. AGGREGATE BASE INSPECTION, AFTER THE AGGREGATE BASE HAS BEEN COMPACTED, TESTED, LINE AND GRADE ESTABLISHED, BUT PRIOR TO ASPHALT CONCRETE PLACEMENT. DJ. FINAL INSPECTION. AFTER RECEIPT OF LINE AND GRADE CERTIFICATION BY THE DESIGN CIVIL ENGINEER AND .REPORT BY THE SOILS ENG:NEER. 4. THE SOILS ENGINEER SHALL SUBMIT THE PROJECT'S STRUCTURAL SECTION RECOMMENDATION [SJ TO THE PUBLIC WORKS DEPT. BASED ON THE FINAL 'R' VALUE [SJ AND TRAFFIC INDEX [ESJ, FOR APPROVAL PRIOR TO ESTABLISHMENT OF FINAL SUBGRADE ELEVATIONS. 5. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION, AND UNYEILD!NG PRIOR TO PLACEMENT OF AGGREGATE BASE: APPROVED BY THE SOILS ENGINEER, AND THE DESIGN CIVIL ENGINEER. 5. AGGREGATE BASE SHALL CONFORM TO PROVISIONS FOR UNTREATED BASE AS STATED IN THE CURRENT EDITION OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. 7. AGGREGATE BASE PLACEMENT SHALL BE APPROVED BY THE SOILS ENGINEER PERTINENT TO COMPACTION, MINIMUM OF 95% RELATIVE COMPACTION, AND CONFORMANCE TO DESIGN THICKNESS[ESJ PRIOR TO PLACEMENT OF ASPHALT CONCRETE. B. A PRIME COAT WI'J. BE REQUIRED SY PLACEMENT OF ASPHALT CONCRETE, TREATED AGGREGATE BASE SHALL SE OR SC-250 LIQUID ASPHALT. THE PUPLIC WORK5 DEPT, PRIOR TO IF REQUIRED, THE SURFACE OF THE UN- COATED \/ITH 0.25 GAL/YD OF SC-70 9. TACK C~AT AND ASPHALT CONCRETE SHALL CONFORM TO PROVISIONS AS STATED IN CURRENT EDITION OF THE STANDARD SPECIFICAT!ON FOR PUBLIC \/ORKS CONSTRVCT!ON. • PLACEUENT OF ASPHALT CONCRETE SH,\LL BE INSPECTED BY CITY.FORCES AND APPROVED BY UTHER A REPRt.SENTATIV~ Of THE SOILS ENGINEER OR A QUALIFkJ c.'./~;1t.NT 10. 11 . 12. j. ? 3. INSPECTION SPECIALIST: RELEVANT TO EQUIPMENT USED, TEMPERATURE Oc LOADS, AND DEPTH OF DENSIFIED ASPHALT CONCRETE. AN EMULSION-AGGREGATE SLURRY \\/ILL BE REQUIRED BY THE PUPLIC WORKS DEPT. AND THE COAT SHALL CONFORM TO THE PROVISIONS AS STATED iN TH~ STANDARD SPECIFICATION FOR PUBLIC \/ORKS CONSTRUCTION. FOR SIGNING, SIRIPING AND CONSTRUCTION TRAFTIC ·coNIROL SEE SHEETS /0, 11,1e,15,l4-,J5 OF /G THIS SET OF PLANS. . STORM DRAIN NOTES STATIONING REFERS TO CENTERLINE OF STORM DRAIN. UNLESS OTHERWISE SHOWN. STORM_DRAIN_LINES SHALL_BE_BEDDED_PER_CITY STD. 106-L. STATIONS SHOWN AS STA. 0+00 ARE STORM DRAIN STATIONS. STATION SHOWN AS ST. STA. 0+00 ARE CENTERLINE STREET STATIONS. STORM DRAIN STATIONS ARE INDEPENDENT OF STREET CENTERLINE STATIONS. .• .. NOTICE PREPARED IN THE OFFICE OF The existence and location of any underg'round utilities or strudures shown on these plans are obtained by a search of available records. To the best of our }mowledge there are no existing utilities except those shown on this plan. The Contractor is required to take all precautionary measures to pro- tect the utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to these lines or structures. • Construction contractor agrees that in accordance with generally accl'pted construction practices, construction contractor will be.required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to nonnal working hours, and construction contractor further agrees to defend, indemt1ify and hold design professional harmless from any and ·an liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional Cdiiornia Cou.cil ofOull Englnqeu ·&land Survqyor, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN- SIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COM• MENCEMENT OF WORK. ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE, CAJ.IF,(lRNlf\ 9271~ -PHONE 714•250•1540 ;f.J,, • --7,,~ 1z/tz/g5 DAVID FfiATTONE R.C.E. 24695 DATE - @ REMOJ/E EXIST. ?WOERG/./Ot/NO U'it/L.T f EXTENO MA/N f/NSTALL. NEW I EA. P,R/J/ATE rll?E SE/?J//CE PER STO. 5:12-L.. ( 5E£ DET/1/L. ON 5/IT-110. Z). 20 TO BE RELOCATED BY OT/IER5. 3 EA. z, CONST ✓t//VCT/0/V STKv'CTtllf'E ,vg; ,Pelf' CITY STP .3/d-L. e E4. zz CONST. L/JCAL. OEPl?ESSION'(C.8. L•2l)PER CITY Or h'.8. STD. 304-L.. I EA ~5 l,'/STALl, 5Tl?EET LIGIIT(/G,000 L.) TYPE ';1"?.ER CITY Or //.B. 570. 203-L 1!3 EA. ~ CONST PC.C. Ctllf'8 TY.PE" .o· PE~C/TYSTO. 183-L. /53 Zs 16.i L.r. 2t; COJIST P.CC. C!lli'B OJI.LY IYFE "8" (8"C.r.)PER CITY tJr #.B. $TO. -182 -L. /BG @ CONS/. 5fa''A.C. OVER ll11A.B. IY)PRIMECOAT .CROM ST-4. 150180 !0 IG.3 f IB .G8 2., 253 S.P. @ CONST. CONC. 51.0E/1/ALI< ACCESS RAMP PER CITY STD . .3/0 -L -2 EA. @ CONST. 7%," TNIC!<EH A.C. OVER 9"A.8 («' Bl/5 STOP) Z-., 6 7r::; 5.J:: (5? CONST. 4'TlflCI< PATTERN STAMP.ED CONCR£TE G 0«; .s,r. ® Gn'!VO /?AYH'T L1YITS .A5 5#/JH/# 0.08° TfflCF#E5S Hl,V. / lf'c 4 NIN. L/%'T5 ,95 .J'/I/J/111./, II, 03'!) 5.F. Cz3a l?EJ!OYE,5AL/IAGE /l?ELOCATE EA'. ST..LT. 2'0rF CURB FACE PER CITY OF //.8. STO. • ?03 -L f ST LT P.tA,V 5/IT. 8. 2 EA. @ 5/GlldL /,1/TERCOAWECT CO,VO!IIT TO l!E l!IST,4L/.EO /'El? TJ?.12309 5/G. IA'/? 1%?#5 tW SIIT. 3 2,330 t .- ~ASIS Of BEARINGS: BIENCIHIMAR.£{ O.C.B.• 3N4470 TH£ BEARING N 24°84' 80"E FOR TH£ CENTER LINE OFJAMBOR£E ROAD PER TRACT NO. GGBO M.M.,Zt:ii0/l-3J RECORCJS OF THE COL/NTY OF ORANGE . IN THE S.E. PART OF THE !NT. OF JAMBOREE RD. AND CAMELBACK ST .. 99 FT. S.\/. OF THE CENTERLINE OF THE ST. 57 FT. S.E. OF THE CENTER OF THE MEDIAN OF THE RD., 3. 7 FT. N. W. OF THE CURB RETURN AND 3.B FT. S.E. OF Tl-'": fACE OF CURB. SET IN THE TOP OF THE N.E. CORNER PF A J ~y 3 FT. CONG. CATCH 31-.S T ~ r.30UT O. 5 OF A FT. LO'.:c·, ~;,s,'i THE GUTTER. cc.EV. 137 .59 (1976 ADJ. J APPROVED FOR COI.JCEPt & ADHERENCE TO CITY STDS, & REQUIREMENTS ONLY. CITY IS N"OT RESPONSIBLE FOR • ---1---1---------------+---I 'U~IONS~C$; TITLE SHEET JAMBGREE ROAD WIDENING OFF-SITE TRACT 12309. DATE BY DESCRIPTION APP'D. REVISIONS CITY ENt;R. R.C.£.16791 DATE OESlGNf..D L.8. DRt..WN I.R. CHECKED DATE o..c 12/ 121,,s CITY OF NEWPORT BEACH R-5572-S PUBLIC WORKS DEPARTMENT SHEET / or /S ' I 1! ' ,, I' ' I' '' ! I I I " ' '' ' ' ' : r ' R/IY IZ' 10' ro 1e' 2.171 _ 2' /0' l---'l,--~µc.:..:_4-<,._l-----'- -NOTE: Th'/CKEN A.C. PAV-'T. THIS AREA BY elf w I-IOLD TOT. A.C./A.B. PAV>r. ';!l""Th'K P.C.C.PAY-'.T. CON.ST, COL.OJ. T. 2¾ ST.GR. _.,. .... ,.,,,-. .. " ~y,_,;y ,·. ,;t-"T,l(K. P.C.C. 5DWLK. S£i..T. TH/C/('A/£SS (TYP.) SECTION A-A (NO SCA.t..€) C.c. PAV/NG CURB-FACE-----+ EDGE Or GUTTER PROO. ThfCk'ENEO A.C. A4V-'T. SECTION A-----(CO.IVF/a.'~TION -PER .A!:AN) -'-,'--------------·- ~,~ ~ f i,~-/E 5'1VAL£ ~ . . , ~--~.:::'1..· _~ ... l~+---1-~::.:,'-,-.,..,.,_.-I • • I • -_;;;, 1 ':s7: R/;V +--'-f--.---::::. NOT£ : SEE PLAN FOR JAMBOREE RD. WIDEN/NG-- IMPROVEMENTS S~r. No.3 TRACT N 0 - INDEX MAP PRIVATE FIRE SERVICE RELOCATION CONSTRUCTION NOTES: 0---, REMOVE AND DISPOSE EXISTING CONCRETE VAULT SALVAGE WATER APPURTEl'W-ICES AND RETURN TO CI TY OF NEWPORT BEACH. f.'-©--REMOVE, SAl:.VAGE & REINSTALL POST INDICATOR VALVE AND FIRE SERVICE STAND PIPE /l5 SHOWN. @----c. i REMOVE AND DISPOSE EXISTING TREE. 0--1 INSTALL NEW FIRE SERVICE (8" DIA.) PER CITY OF NEWPORT BEACH STD. ·512-L WITH CLASS 50 DUCTILE IRON FITTINGS.~ 1/> ____ (v=' INSTALL 8" A.C.P. WATERLINE (CLASS 200). 0--JOIN EXIST!~ 8" A.C.P. FIRE SERVICE WATERLINE. _ _; ¥-EX/ST//VG' J/.4L VE / LJETECTt?/1/' CH'ECK MAY DE life·u'GeO /,F ,FOb"/VLJ ,4CCE?T,4.8LE BY T#E C/TY /!VS?ECTOA'. i/iili tl'EW F/K£ 5£1':'J//CE S/l'.4LL Be A MOP/F/EP J/EKS/t?/11 Or §T,1/. 5£-L. fY/7"# OIVL Y N. r: 5. ------- I EXIST. SLOPEj I ----------·---------·-·--'--- EX, 1 ' -, __ --__ I -1- • yl.. . . . . . . . -i:-. -,----. ; u;.r :R/w ' NEU/ ro.P NiY R/W STREET TYPICAL 10' #/RIES /.f/_2 -/42 GG,. VARIES GG' TO 76' 38' £XJST. MIPROV£A-ENT.S 8' B' EXIST. LS:. MEDIAN rr- .. 48' 26'M/N. T048' l#Rh ,,,, 1G·. ,,__,._ 'e;: ~ '~~ --,, --JI 11..--~===--w I I VA,€ G>lfu l.:::f,E;>4 '= '-11..i----~ L-1----E I .JAMBOREE ROAD SECTIONS 10' 2 EXIST. P.P. TO BE REMOVED - BV£0/BONCO.@ EXIST. Sh'RUBS ANOTRE£S7D 8£ R.&1-?0VL".O W/Th',W STREET R/W(TVP)(v EXIST. G'R<X'NO FROM:S'TA. l2!:J-1-28.70 TO 194.50 & FROM: .STA. /4!:Jl-25 TO 1501'80 ii-NOTE: N'LY ~y Rf.~W[._ ______________ t;l3.e,'2c_' _______ ,---------lfl('.:1/W::..--£x1sr. P.P. 70 -~ ---0 ICY 5G' 48' 8' 8' EXIST. IMPROVEMENTS .JAMBOREE R0AO 10' 3 8Y £0/SON CO. 8 FROM:SrA. 1.341-50 7"0 srA.1451-25.± ONL )"': EXIST.Sf/RUBS AN07~££S70 OERLMOVE.O JYITHI/V STREE7 _ R/1<' t'TYP.) 0 EJ<IST. GROUN.O rROM:STA. l84rSO.OO TO /40f50 & FROM: ST.4. /491'25 To' 1501-60 /0' 6G' 48' 8' 8' 48' JAMBOREE R0AO ( 3 : II I 'EX/5T GRADELJ SLOPE PER TR.1230&' COMPACT££) .F/L·L (IVll£R£ REQ'O.) FROM: STA. l45,'-25.00 TO l47r2S 8' 8' j__ 0extZ ~J pp ~ II 70' Y PROP. REL.OcAT.£.0 IZ K.Y- P..P. -.BY orHERS0 L/LT. E-'L.Y /0' R/4'- 7R. 12 .30e> (t.OT JO) ~ ~x~~ CV.RB CQIVF/GURATION, A BhVGLE f"ALVE rOLLOW£L7 BY 7WO OETEC7"0ff CH'eCKS-AIVO Poer /NLJ/CATOA:" V,4.L VE. \ A ,;t"Tllk . ..-W-/N. COIYC. SICl="W,"!Lk . 9"T/lk.lWN. COVC..PAW~0_/ G~ A.8. (2.rorE: {fr."PA?£-MOL£1=""..0 £XPANSJOAI ./T. TO BE PLALE.0 CP' .!:?4; A?'AX. SECTION6') TYPICAL 8L/S BAY DETAIL ·@r4 (NO SCALE} /#.FORMAT/ON. i . ' i 8'' FE X RT ADAPTOR. ©--- ©---- 0--0--0-- 8" X 8" FE X FE er TEE \,ITH THRUST BLOCK PER CITY STD. 510-L. _P._~_'l_v._~_r._"E __ r=:_z_n=:_'E __ .s_c._~_v._~-~-'AE_L.E-.:'-.~-:;-~-o_c_A_r._~o_w __ o_E_r._:A_t._L_@ 8''' FE-CI ELBOW WITH THRUST BLOCK PER CITY STD. ·510-L~ .JAMBOREE ROAD .. FROM: STA. /5Bf82.IB TO IG0•1'22./8 • 8 "!IT. Cl ELBOv/ WIT/I TIIRLl5T BLOCK PER· C/TY STD. 510 -L. REMOVE & DISPOSE OFF-SITE EXIST 8" A.C.P. (LIMITS AS SHOWN). NOTES: 1. 2. 3. 4. 5. ALL DIP & CAST IRON PIPE & FITTINGS SHALL BE CEMENT LINED. ALL DIP SHALL BE WRAPPED IN 8 MIL. POLYET~LENE WRAP. THE FIRE DEPT. SHALL BE NOTIFIED 48 HOURS PRIOR TO START OF ANY WORK. THE FIRE SERVICE PAD SHALL BE BENCHED AND RECOMPACTED IN ACCORDANCE WITH THE CITY'S GRADING CODE. A RIGHT OF ENTRY TO CONSTRUCT IS REQUIRED FROM THE PROPERTY OWNER PRIOR TO START OF ANY WORK. tbf]l~~gE{~~T~~:~f.Jg~tY YPICAL SECTIONS 8t DETAILS ADAMS/STREETER ,s NOT RESPONS>B1.E FOR "AMBOREE ROAD IDENI NG (?IVIL ENGINEERS, INC. ·o · GN Assu~/ll~s. -• J · W \\17981 SKY PARK CIRCLE, SUITE M t---t----J-------------1 --,,,,...-'f"'· -~.J.....LM(J/,{_:!f!,:'.!,,,__4(~6 • \ IRVINE, CALIFO IA 92714 -PHONE 714•250•1540 l---+--+---------------1--+.C:;;t=orv;;;, ,;;E;;;N,G_R ._R_.C7E-;:.1;;;6?3.;;;;I ,-"A_T_E-t ______ T_R_A_C_T __ l_2_3_0_9-,--~-;:;==:--:--,I • • ~4!:'c.E. 246::j,,zt~ l-o_AT_E..L__ev--' _____ oE_s_cR_1P_T_1o_N ____ _,_A_PP_'o_. ~o;:;:E~s1:;;;GN:;;;E:;--~--B_.-t;o:;;;R-;;AW:-N-I._R_. -1 CITY OF tJE\"JPORT BEACH R-5572-5 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF IS O.F. 12/12/as PREPARED IN THE OFFICE OF DAVID FRAT REVISIONS ~· i --7-------·-- 500. 00' 50 .-; TAPER JAMBOREE ROAD 8' 38' 110'! CONSTRUCT/ON NOTES: . BISON AVENUE . DAVID FRATT NE DATE DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED L.B. CHECKED lJ.r. DRAWN /.R. DATE IZ/IZ/85 . - FROM STA.129•28,7 TO 137+ 00.00 NORTH FORD TRACT 'NO. 12309 CITY OF ~JE\':f PORT BEACH R-5572-5 PUBLIC WORKS DEPARTMENT SHEET 3 OF IS I ' I I . I SCALE: JAMBOREE ROAD 1--------------------~-,-,-------------------------------· ~ 1----- CON9THUC'TION NOTES: CONT. CONST. CONC. SIDEWALi< ACCESS RAMP PER CITY STD. CONST. 4' THICK P:4TTERN STAMPED -CONCRETE. /81-L CABE"£·: Gh'INO PdJ,W'T LIA/ITS-/2'3 S,fO#,V C. 08 7/t'ICK,VESS #Ill.; 11''4 #/A/. LIN/TS /?5 5#01?',</. SIG#/?L /,VTERCO,V,VECT CO,</Pf//T TO 8,E /,VSULLEO /'L',f' TR /.?3(J!J 5/6A'A'L /AIP /'L,?/Vs s,,v;: 3. 5% 5tll"ERELEJ/ATIO// FROM' 2. G % CROSS 5LO/"E TO 5% 5tl?ERELEP:4TION' CURVE A R /(i,0 /4'53" 1184.00' /C,'/4'53" 124000' 1ao• oo' oo" 500' /25°12'3G" s,oo' EXIST l?0/1,!JWAY 5UR.P',1CE /SL/INO WALl<J//AY OETAIL : PREPARED IN THE OFFICE OF ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 -----~-~~~~~~~gt~~ gp,_~c~f-Jl l--+--1-------------==°7~"'-i & REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ~1s .. u,r..,.,10NS. • 1---1---+-----------+-------i/j;)aR(i,l,JI.I? 2~(./46 CITY ENGR. R.CE.16791 DATE DATE BY DESCRIPTION APP'D. DESIGNED DRAWN t.R. ---•·-·' .. ~--···• ··-· ' TO Z'. 0 % CROSS 6'LOPE .OATA L T 3357G ' IG~.0/' .351.G4' 177.0/' /5. 71' - /0.93' 9.GS' PLAN AND PROFILE OF IMPROVEMENTS FOR: JAMBOREE ROAD FROM STA.137+OO.OO TO 147+95.92 NORTH FORD TRACT NO. 12309 R-5572-S PHONE7~~~ / .,~ L.B. IZ 7/Z ;,75f---l..--J_ _____________ ~c_--t;Cc;-H;;:E;;:CK:;;E:;;D---t;;D;,AT;;:Ec-----j DATE REVISIONS .o. F. 12/<?!/ 85 CITY OF tJE\'\f PORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF /5 DAVID _FRATTONE R.C.E. 24'°95 \ -0!)() ---- --l I ·' ~ /48 :---- -EXIST. iro.P OFEiY 1.1£0/AN .. CUllB-, . TQ,P OF ,Pli'tJl"O.SEiJ El Y CUli'B rli'OM 3.0% S//?ERELEJ/ATION TO 2.0¼ Cli'OSS SLOPE COIVST/fVCTION NOTES: 0-CONST.5;1;,A.C OVER 12" A8. W/ PRIMECOAT /()0 ...._ -.... -GO 50 0-CONST. PC.C Ct/RB f Gtll7E/? PE/i'CITY Or #E#'PORT BEAC/1 STl) PLA;I/ /8,?-L {TYPE A~8"c,c) (31----COi/ST. 4' TIIICI( PC.C. SILJEIVALI( PEI? CITY STLJ. PLAN 180-L Jj)--5AIVCtlT Af/0 REMOJ/E EYIST. PAVEMENT l:ll] • @--CON5T."J/Al?/.48LE AC CAP ( I INCH' T/IK MIN.) 0--l?EMOVE EXIST. G'OR 4' A.C. SIYALE. I - I ' --+--·; P/?OFILE SCALES HORIZ. t"• ,:10' VERT. I"= s' 152 @--E~/ST. POIVER POLE TO BE REMO//ELJ BY OT//ERS. Iv-?li'OTECT IA/ ?LACE. @:----INSTALL 5TREET LIGIIT(IG, 000 L.) TYPE ":,q"PER CITr' Or ,V. 8. STO. -200-L 1 /ST.LT. PL/21,,V Sh'T:5 8 f ~-. ®--= -Cir/NO PA//AIT L/AflT5' Sh'OW;I/ 008' T&CA-'/4/ESS NI,½ IJ/=4¥/-<I LIN/TS dS S/2"0/v'N'. .. ~_SIG,VAL l#TERCONNECT __ CONOt//T TO BE /#5TALLEO PER Tli'.IJ?30!'1_S/0,<///L IHP,PLAA/5 5/17: 3. -- --'· £EX/5T./TtJ.P OF EZY CU/?8 --~. -· -... .-.... PREPARED IN THE OFFICE OF ........ __ 155 ADAMS/STREETER ·' APPHOVEO FOR CONCEPT & ADHERENCE TO CITY STDS. & Rl::QUIREMENTS ONLY. CITY JS NOT RE.SPONSJBLE FOR , ~lj,P \SS,1Uj7,.1.10ffS-. ~::~~ :~l~~~:s~l~~LE, SUITE M , l---+--+--------~-------1r---1. µf_(,JJ.Ja -•• ~~b IRVINE, CALIF RNIA 92714 • PHONE 714•250•1540 c,n ENGR. R.CE.16?9[ DATE DAVID FRATTONE ~,-, 12/f.'• /,:,,,-DESIGNEG DRAWN -,__._. k I~::> DATE BY DESCRIPTION APP'D. L.8. C /i'. R.C.E. 24€95 DATE REVISIONS CHECKED ar. DATE 12/12/t!,5 _J I PLAN AND PROFILE OF IMPROVEMENTS FOR: JAMBOREE ROAD FROM STA.147+95.92 TO 15O+8O.OO NORTH FORD TRACT NO. 12309 CITY OF r~E\'JPORT BEACH R-5572-S PUBLIC WORKS DEPARTMENT SHEET S OF/5 -· .. .• ~"\ ~ ft): " Ii) ~<\j ~ ~ -- /59 ~ -----• ~IS\. " t\J ~ ~. 13 t\J ........ '-; ---....j::::::.1_ EXIST TOP Or E'LY MEO/AN Cl/RB --.1. -------..._ ... <::) ..... <::, -;:- 'I-" • '} -.:. . \S "' ''-... ---...... ----a.-,__.;. --.1. -- -TOP OF c't.Y CURB ---------- ~ ~ " n.1a' ~-'-'-I 4436 'KC. /?f.,2. 42 0. c. /60 o. C. /6/ 3/51' 3030' ;::: O.C O C /62 0 I (l:j. ®- GI (;) i'j i. ' 'I)· ' -0.90% 40.00'P.C RI •?4.46 L: GI. 7G' O. C. - /63 CURVE OATA .d R L 22° /8 ·40" 8000' 3/15' 23°/G'O!" ao.oo' 324f:1' 22°34'10" ao oo' 3/5/' 21°4/55" 80.00' 30.30' /0 40'22" 21/5 27' G/7G' l4".38'/7" 240000· G/3 /G' ( -O.,!JO %) --- -- P.ROF/LE SCALES 110/i'IZ. 1": 40' VERT. 1"= 8' /64-/65 /66 T 15.78 1 /G47' 15 f:/G' 0 SCALE"' b ;" = 4 o' 1533' 30.88' 308. ZG' R/W f· 3 ~ I,; f 't " "' " 9 '"' 23 /230~ 10) PREPARED IN THE OFFICE OF ADA.MS/STREETER CIVIL ENGINEERS .. INC. 17981 SKY PARK CIRCLE, SUITE M ROAD IRVINE, CALIF RNI 92714 • HONE 714•250•1540 'ffl/Z., 12/12/$6 RCE 24€=95 DATE /67 /68 /69 APPROVED FOR CONCEPT & ADHERENCE TO CITY STDS. & REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR • _ DE.SIGN AS~;!r'jfTIONS. _ l--+--+--------t-;1c;>J;?h~ ¢¢' ,C!TY ENGR. R.C.E.16791 DATE DATE BY DESCRIPTION APP'D. DESIGNED t..e. DRAWN /..,9. REVISIONS CHECKED DATE 0.r. l?/12/8S ! I t I .. I- I .., l /70 PLAN AND PROFILE OF IMPROVEMENTS FOR: JAMBOREE ROAD FROM STA. 158-82.18 TO 163-18. 68 NORTH FORD TR4CT NO_ 12309 CITY OF NE\'tPORT BEACH R-5572-S PUBLIC WORKS DEPARTMENT SHEET (7; OF /5 ·-· I ' 1. •• €1i1, ·~~ cl -- , __ _ . ' ' -, ' •-... ---1-- ---------- .. ... ==- 1 r 1 I I I -- •• --· --IIORIZ, I" • ,fO. --= .. -----=---=·veRT• I"• 8' ----------------- N(JT7CE'= /:'(J/IT?f'ACTQR C7Z?_ -VEA'lrYZQCA77t7AI- Or l/71L1TIES r'lf'/OK Tt7 Ct7#5TRI/CTION 140 ---- 120 ---c--- .. ---- ··100 --. -======== --- ------------- 8+00 i+-----------1---------- (l"E,f' T#IS SET (Jr A.C. KcM(JV4L L,WE~ ' /M/.'?L4#S6'/IT4) (p) 'f' ~ -------~--r-'~ _\11:=c, ~~ l--{/Z'" W) --/: I --/----------- ¢-S"ELEC. C(J#LJUIT __J s· r-f't7M c.E IE''4.CI" IVATE/f' 7 i-- ; ---' __ _-__ ------------- 5' J. l =====.=, f"" ----JIB~~- . ·--·-·-------------------------- - ------------ 6 I 5 / I CAMELBACK ST. MAIN LINE "All f/Y£JR.4t/L/C ELEMENTS LIIV£ STA. Tt:J STA. Q /17 n ,0 V A (70/3 t?.42 A t7. t:J(.3 (J,M /1.8 LOCAL LJEr'/fESSION C.B""I N.T.S. 2/76 DIETERICH-POST CLEARPRINT y -1-- -l· -I - "" ·1 i./Ne .. -- I . '-· : : _, ------- -==== I =r=-_. -. ,PRtJPOSel). rlAIISh' Slllf'FAC'r l-'-=-.. .. 17VeK i STO/f'M Olf'AIN ,WST4Z:L · 30(7 (7(7 L.F. /'8"/f'C.?(E',:JOtFtJ) 4 · .. (J.C. ---· -- eXIJ'TING" IM/"R(JVcMEAITS PEA' PLAN N' 5(78.5-S LINE 3 • All --. : . I ! i I ·i ------, '. ' -------l --. -----• I .!--!- ,-i . • --------. 140 ,--, - - : -, -,- . --.. '" ... -I . .. . ---.. ' --+ -, . ---. -I --' .. ' -•-: __ -· I -, --- --' ",.. ' ---- • -- . -,_ ____ , -=I .. -+ 1 I I I --JOO . . ! I J I =j ----~= ' '=::t== l---:=t-= I I --- - • - -j 1.P1/sTAZZl'J'3. N zr: -,,.s;ec.p (E'(li:JtFPJ "i?.C. -· 2 --- ' STORM ORAIN Cb'~VE PATA --. ' CONSTRUCTION NOTES --~-CONSTRUCT 5~2" I\. C. OVER 12" A. ll. WITH PRIME COAT . . © •. ·.. S,i>._-WCUT, REMOVE AND DISPOSE EXISTING A, C. PAVEMENT. __ ®=-PROTEci1N PLACE, _ ____ _______ _ __ _ ·---e'-----CONSTRUCT CATCH BASIN (L= 24') PER CITY OF NEWPORT BEACH STD. 306-L. ([0--INSTALL 18" R.C.P. (2000-D) BEDDING PER CITY OF NEWPORT BEACH STD. 106-L, @f-----JOIN EXIST. CATC/1 BAS/,,(/ P/:,f CITY STfJ. -303 -L @-CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD. 310-L. JAMBOREE ROAD 0-1----__bL::,d__i---:-~_:___f---=-L--+-:--T~-t 0-1-=.5,::CJ:_•_:4..::,z_:' ;..::,~,,, .. -J---'.4,::-5.='. 0,7r;-:-:·-:-:--t---c.S.:c-~;;-;-:--:8:;:2.,' -t-L',::1/.:=. !J::2:=':;-7 ®-i_:.1-.:._'4_' .:.:IIJ:_'.:.4.:=2cc"-1-l,?,c::~-:-'f.c::, (l(J::-'-+_3_t7~'5::-:, 7-::-:'4;-;' --j--/.-::5.::-:"'-;-::~;:7-;-'. ---j ®-L..'..7-::..'4_:' 51-:::'..'.,_':::::5.:.2 _" -l__:,43::::-::::a'::_'_L-.::5...:.o'.::..B.:..'4-_' __,__;.%:,.;.;.;. ?:.:;'8_' ~ @>----CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD. 304-L. PREPARED IN THE OFFICE OF ADAMS/STREETER • APPROVED FOR CONCEPT & ADHERENCE.TO CITY STDS. & REQUIREMENTS ONLY. CITY JS NOT RESPONSIBLE FOR '--+--1-------------,----i :='.~3/'.~M~JION~M-* 17981 SKY PARK CIRCLE, SUITE M ,-(kj}jj_l_{,J.8fl(, ~~ CIVIL ENGINEERS, INC. PLAN AND PROFILE IMPROVEMENTS FOR STORM DRAIN LINE II A" JAMBOREE ROAD STA. 140+34 TO STA. 147+99 IRVINE, C~· FORNIA 92714 • PHONE 714•250•1540 CITY ENGR. R.CE.16791 DATE " ~~ 24G95 12/12/85 !----+--J--------------f-A-PP-'□-.-fn□E"'S"'IG"NWEOn-lnDRRIA_;;W;;:;N---j--------------:-11-::---::-::-::::--=--::-1 DATE BY DESCRIPTION ,,,,,, .& CITY OF ME'MPQRT BEACH R--5572-S oAv,o rRATTO/..ll= R.c.e. DATE '---'----1-------------~--rr:;:;.;;'=m,-~.,:.~----i •~ 1111 • CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 7 OF / 5 Pl: !2/te/85 REVISIONS 350 i /41•83.09 ~ JAMBOREE 0•00.00 O'I.MELeAC.J<. (Q) <€1 (0) g ~ g 0 €ill) I ~ u 2 2 2 ,! 2 I /?,6+ ,.~ ,~~+3~ 131 •83 6 lNSTALL .SERVICE C.ABINE.T AT R/w AND F,A.CE "TO"WAR.'O STRE.ET, E'llSTlNG E.0150N. C.O. 'W'\UL..T "Rw -r--1 \ l;!G,• 17.18 ~ INT. JMleorueE RO. -{0•16'.00) BJSON AVP!.. A \.V I Ill I " °' l -I !: " " a: (J OEiAIL SIDEWALK TYPICAL INSTALLATION FOR ALL LIGHTS ON 8/SON AVE". AT THE. 130S .B<IY. Se:RVICE. CABINE., + ~ lll:.ON l <-.__ E.Dl50N CO . VALIL1 CIRCUIT DIAGRAM LEGE.ND :=o /50 WATT, 21/QV /V/ULTIPLE,HOlr/ZO/'ITAL. EUJRNING, HPSY LUM/NRIRE. t 20 AMP-f!REA}(E.R. ---6 RWG fVJtJU7PLE STl?EET LIGHT CONl:>UCrOR CIRCUIT LOAO CIIARACTERISTIC5 C!{T. LAMP.5 I 8 TOrAL WATTME. 1200 CIRCUIT VOLTAGE DROP 10.04 % VOLTAGE DROP 418 14+00 ffi-"· 101-40 8•05.02 £ CAMELSACK :.Q+00.00 t.A FELICIDAD rr, ~(tlt • 111= I~~· bt-eo R Lv e-t-bO .SERVICE fOINT G IIUSTALL .SE.fWICE CABINE.T 3.00 AT R/._.,,/1\No FACE. TOW~D 5TRtET. CIRCUIT DIAGRAM LE.GE.ND /50 WATT, ii!40V MULTIPLE.,HORIZONTAL. BURNING, HPSV CUT OFF LUM/NA/RE:. t 20 AMP· J3RE:AK£R ---6 AW6 MULTIPLE. .5TREE.T LIGJ-rr CONDUCTOR 70 WATT, 240 Y Mll/IIPLE., HORIZONTAL. BURNING , HPSV CUT OFF LUMtNAIRE CIRCUIT LOAO CIIARACTERISTIC5 .,. <:;5 .SERVICE CABINET FEED POINT EDISON CO PULLBOX Cl<T. I 2 .3+79.07 Cc, LA FELICIDAD 5 +CO.co LA .sALUO TOrAL. CIRCUIT i.A/1P.5 WATTAGE VOLTAGE DROP 6 740 5.?2 7 /050 8.77 JS~ .. .35 ISi +-85 !5!91 IS0+.35 140-+ 85 l•OO 1N=>TALL. "RE.LOCATED FOL.E AT B,'>.Ct: E:06E. OF SIDEWALK AS SHOWN JN DETAIL T}U.5 .SHEET . 5 EXIST. 14"'1•~5 /45 +85 o/o VOLTAGE DROP £'.IB 3.65 P.w LEGEND EXISTING ELECTROLJER PROPOSED ELECTROLIER c NO. .3-~ PULi.BO)( 1',❖/1 CONDUIT CIRCUIT DIAGRAM LEGEND :=o 150 WATT. 24-0V MtJLTIPLE,HORIZOIV7i4L BURNING, HPSV CUT OFF LUMINAIP.E: t ZO AMP-BREAKER ---6 AWG MULTIPLE. STREET LIGHT CONDUCTOR CIRCUIT LOAD CHARACTERISTICS TOTAL CIRCUIT % CkT. LAMP.S WATTAGE VOLTAGE VOLTAGE DROP DROP I 6 900 10.G 4.4 ,.-,,. . ~'"" '\ .SE.RVICE. CABINE.T r;==~----~---=======~----~==J CON5TRUCTION N07c5' ("THIS SHEET) FOR GENERAL NOTES SEE SHEET .fl. OF 2 3 lZ] CONSTRUCT TYPE I .STREET LIGHT ti PULLBOX PER CITY STD cOO-Lif 205-L.(cl~'3~MH ¢B'ARM) (ID CONSTRUCT TYPE IY STREET LIGHT ¢PULLBOX PER CITY STD c'03-L,; 205-L. (.35' /'Ji ¢8"ARM) @:I CON5TRUCT TYPE I STREET LIGHT l! PULLBOX PER CITY STD c00-L¢ 205-L.(e0"·9'"MH¢ 1-'AR/Vl) [tl INSTALL NO . .3-~ PULLBOX. ~ INSTALL I-1/JJ." CONDUIT. ~ INSTALL SERVICE CABINET. (CITY .5TD 206-l) CT] RELOCATE E"X"/STING TYPE I STANDARD (CITY STD eoo-L )AS SHOWN. @PULLBOX AND REMOVE FOUNDATION. [iZl INSTALL NEW CONDUIT AS SHOWN AND SPLICE EXISTING CONDUCTORS IN NEW PULL.BOXES. [2] IN577lll 3 "'"6 AWG LIGHTIIYG COIVDUCTVR5 . Im CONSTRUCT TYPE JI STREET LIGHT<!f PULLBOX' PER CITY STD eOI-Llf e05-L.c:34-'9"MH<,B'AR.M) ~, /1'15774.ll. RJLLBOX' IN EXISTING CONDUIT RUN 2+04.I ffi:,+79.53 't 11\JT. BISOI\J AVE . (O♦OQ.00) CAME.LBACK ST. SEE GENERAL NOTE "L" PREPARED UNDER THE SUPERVISION OF ~UJ/14-".¼:4,4.,. DATE "3-4--•e,(,, HIL0EllT WILLIAM DICKSON ll.C.~. No. 19417 EXPIRES 9-30-89 -- TRAFFIC ENGINEEKING ~ Merman coNsuL TA"NTs ~ kimmel and Associates, Inc. 3300 IRVINE AVENUE. SUITE 180, NEWPORT BEACH. CA 92660 (714) 852-8616 MODIFY E:><!'5TING 5E:RVICE CABINET TO PFIOVIOE: AOPITIONAL. CIRCLJIT BRe:AKER':> FOR NEW LIGI-\TlNG. CIRCUII APPROVED FOR CONCEPT AND AD-IERENCE TO ClTY STANDARDS AND REQUIREMENTS ONLY. CfTY IS NOT RESPONSIBLE RJR DESIGN ASSUMPTIONS ANO ACCURACY, r-l:;~;;:;~=~~::;~;;~~~:~=~:~:~~~r,~·,:":,:~:;~!(ll~APPR£940VED 1/w}ffi ,-------'--------------J I:, REVISE STREET LIGIIT LOCA ,o,, " STREET LIGHTING PLAN 5/2/BG RH !_I'__:; STATION FOR INTERIOR STREETS". NORTH FORD DATE BY DESCRIPTION REVISIONS CITY ENGINEER DAT DESIGNED APP'D. RPG CHECKED HWD DRAWN TI"E> DATEl'e-B5 TRACT N.Q. 12309 /7/(€V/0USL.Y WAS S!IEE.T 8 OF 15 CITY Of rJE\'JPORT BEACH PUBLIC WORKS DEPARTMENT R-5572-5 SHEET~OF~ .I.II. 85-.3.So SflrB OF /!J I 'I I _'_I Jl'f10 ~:--~4 EXISTING ELECTROLIER PROPOSED El..cCTROLIER C) NO . .3·'1? PUI..LBOX \ \ CIRCUIT DIAGRAM LEGEND ::::D 150 WATT, i?40Y MULTIPI.E.,HORIZONTAL BURM/NG,HPSV CUT OFF LUM/NA/RE. t 20 AMP-BREAXER ---6 AWG MIJl:r/PLE STREIT LIGHr CONDUCTOR E.Dl~ON CO. FEED 'POINT ~ERv1ci. ~NET EDl.':Ol\lC.O. l""E:D"f'OINT -- CIRCUIT LOAD CI-IARACTERISTICS CkT. LAMPS I .5 TOTAL WATTAGE 750 CIRCUIT VOLTAGE OROP 4.51 -- % VOLTAGE DROP 1.88 fi w 5 9 CIRCUIT LOAD CHARACTERISTICS CXT, I c 3 ED\'SON CO. FEED 'POINT LAMPS 5 8 "I TOTAL CIRCUIT WATTAGE VOLTAGE. DROP 750 7.10 1eoo /0.5/o 3/bO "/.JG CIRCUIT DIAGRA/VI LEGEND % VOLTAG£ DROP E.'.9/b 4.'1- 1.7 f[.4f[ J:100· GENERAL. MOTE.S: A. 8. C. D. E. F. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST AMENDED EDITION OF THE. NATIONAL £LECTRICAL CODE, ALL STAT£ AND LOCAL CODES , AND CITY STANDARDS. ALL STATIONING IS BA'SED ON CENTER LINE. OF ROAD. CONDUIT LOCATION TO BE PER STD 101-L. CONDUIT S/..IALL BE J-!/4" NOMINAL DIAMETER PVC. CONDUCTOR.5 SHALL BE N0.8 AW'G TYPE. TW COPPER #8 AWG. CONDUCTORS FROM PULLBOX AT BASE OF.STANDARD TO THE. LU/VIINAIRE SHALL BE NO. 8 AWG TYPE. TW COF?'E.R PER STD 204-L AND eos-L. CONNECT A NO.B AWG COPPER WIRE:. FRO/VI EAC.H LUM/NA/RE TO A GROUND ROD IN THE PULLBOX AT THE BASE. OF EACH STANDARD PER STD 205-L. OISON CO. .SERVICE 'POJNT .:::D ISO WATT,240V MULTIPLE. ,HORIZONTAL BURNING,IIPSV CUTOFF /..UMINAIRE. G. SPLICES SHALL BE MADE. IN PULL.BO'XE.S BY ME.ANS OF E.ND-TO-END CRIMP TYPE CONNECTORS PER STD 204-L. R IV 59 CIRCUIT DIAGRAM LE.GE.ND ::::D /50 WATT, 24-0V JIIIUI..TIPLE,HOR/ZONTAL. BURNIN6,HPSV' CUT OFF LUM!NAIRE 1 20 AMP-BREAKER __ 6 AIVG MUt.TIPLE. STREET LIGHT <:OtVCJUCTOR CIRCUIT LOAD C/-IARACTERISTICS 15l.o+9!5.IS 'i JAMOOREE o~oo.oo UNIVER5ITY MODIFY EXIS11NG .SE:RVICC AS REQUJR r0R Nio./ L.OAt> • (TO e£ OETERMINli:.O B'( CONTI;'AC.TOR ANO ISON) l~ ' E:D150N co. S5RVICE. R:IINT Utilities shown on the plan are based on available records Contractor shall take extreme care in. avoiding damage to existing utilities. Contractor shall contact Utility Agencies to determine exact location prior to excavation. ------------------- C Cl<T. LAMPS I 7 EC>ISON CO. VAUL.T-FEED 'POINT CIRCUIT % TOTAL VOLTAGE VOLTAGE WATl'AGE DROP DROP /050 9.53 3.97 INTERCctPT" EXISTING, STRE.E.T U«-t\T C::lRC'(JIT AND exrewo "R) l'ie.v/ UCc.rlT'S ~ St\OW~ • SEE GlaNERAL. NarE. "L'' . AW' f a~oo e1•20 20 AMP-BREAKER 6 AWG MULTIPLE. STREET LIGHT <:0/1/DUCTOR 70 WArr. 240 V MUlTIPL.£, HORIZON7i'IL BURNING. HP.SV cur OFF LUM/NA/RE" J7+b0 H I. J. I<. L. PULLBOXES SHALL BE NO 3-~ PER STD 205-L. INSTALL A PAIR OF IN-LINE FUSES IN THE BASE.' OF POLE PER STD eos-L. ' CONDUIT ENDS SHALL BE. SEALED PER STD 204-·L. ALL CONDUIT. WIRING , CRIMPS. FITTINGS, PULLBO)(ES,LUMINAIRE..S, POLES. £TC. USED ON THIS PROJECT SHALL BE. U.L. LISTED AND APPROVED FOR APPL/CAT/CATION USED. EXISTING STREET LIGHTING CIRCUITS TO BE MODIFIED OR RELOCATED SHALL BE MAINTAINED IN NORMAL OPERATION EACH NIGHT. THE COST FOR TEMPORARY WIRING .,IF REQUIRE/:>• .SHALL 6£ INCLUDED IN THE COST FOR STREET LIGHT/IVG CONSTRUCTION. CONSTRUCT/ON NOTES: (THIS SHcET) II] CO/'ISTRUCT TYPE I STREET LIGHT~ PULLBOX PER CITY STD cOO-L t; E05-L .(i'7!9"MH v 8 'ARM) [ID CONSTRUCT TYPE N .STREET LIGHT ( 150 WATT) f/PULLBOX ?ER CITY STDe03-L ff 205-/.... (35' MH ~8'ARM) ~ CONSTRUCT TYPE I STREET LIGHT V PULLBOX ?ER CITY STD cOO-Ltr c05-L.(20~9"MH~ 4-'ARM) G] !N5TALLNO. .3-te PULLBO'X. @] IN57ALL /-1/4-" CONDUIT. ~ /N5TALLSERVICE CABINET. (CITY sro. EOb-L) @) f'LACESERVIC£ CABINET AT THE R/w AND FAC£ TOWARD STREET. @ /N5TALL .3 ~6 AWG LIGHTING CONDUCTORS . I@ /N5TALL e." CONDUIT • .3 ""B AW'G ~ .3 ""'6 AWG 144+46 !?) r------------------~-:-°'.> C/ p {.=. R C (:-t:, DE .. v _ __; ______ .;_L __ IG;_J-I_T._l_;rvc..;G;...._C;;..;O:..:.'/Y...;.:'D:...U::..C::..Tc;....Q::..f?cc:S:::....:... __ /4 /f,,/ APPROVED FOR CONCEPT AND ADHERENCE ID CITY STANDARDS AND REQUIREMENTS ,)' PREPARED UNDER THE SUPERVISION OF .--..---r-::--===~=,:,-:~~~ON,:,lY~. -:":'c,_TY:,"'"'IIS~N::,OT,,..,RESPONSIBLE FOR .OESIGN ASSUMPTIONS,....A_ND.......,Ac_c_ua .. A .. cY ...... --------------!! :'). ~_.4/4..,Jl). ../4 ATE 4-'3 IE',(. &. REVISE .5TREET LIGHT LOCATION ¢f .<'A APPROVED -.,~,7~ ,-D • -!i/E.'/BG Rf/. !.".',, STATIONS FOR INTERIOR STREET&-¥-VK c;JJaA'l: ,1~ STREET LIGHTING PLAN ~ HILBERT WILLIAM DICKSON R.C.E. No. 19417 .._y,.<v EXPIRES 9-30-89 -NORTH FORD 1 TRAFFIC ENGINEERING CITY ENGINEER ~<,.; t1'.i'\ t-1erman CONSULTANTS v-" \JI kimmel and Associates, Inc. ~() 3300 IRVINE AVENUE, SUITE 180. NEWPORT BEACH. CA 92660 '8, 8r · TRACT N.Q. 12309 DAT"E....:i~q_:.,:'.!b;?._ __ -1/7/?1:VIOlfslY WAS s,~cr :7 or= /5 SfftS, APP'D, DESIGNED RPG DRAWN DB R-5572-,S ,1\1)' (714) 852-8616 \" ~b DATE BY DESCRIPTION REVISIONS CHECKED HWD VOID DATE 12-8'5 CITY OF tJE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET • 'Jr . I ' ' I ' I . ' I A. B. C. a F. " Al.t. TRAFFIC CONTROL WO.QA( /-"OR CONS TRf/CTION .S#.4ll COAi FORM TO CAlTRAA/S /;1,4/1/t/Al OF TRAFFIC COA/TROlS", OATcO 1985, CAlTRANs·srANOARO .SP€CIFICATIONS ANO STAA/OA.f?O Pt.A~; a.,fTeO J(.lt, Y 19134-., OR A. P.W.A. a/ORK AREA TRAFFIC CONT.ROI.. (W.A.T.C../.1.) #ANOBOOK (/985/ AS AIOTcO ON T#c Pl.ANS, ,4A/O TN€ SP€C/Al. P.ROVIS/ONS. All l.AN€S SIIAL.l Be M,41NTA/Ncl) ATAll T/M€S BcTWEcN THE HOURS Or 6:oo-9:00 AM AA/0 3:00-6:oo PM ON U/EEI< OAYS. ~AA/E CLOSU.QES SAIAl,l ,8€ AS NOTcD OA/ THE~ANS. SIAIGI.E l..AA/€ Cl..0Sf/R€ TRAFFIC COA/TROl OeVICcS S#Alt. COAlrORM TO CAl.TRAAIS STANOAQD Pl.AA/ A/o. T-1/ ( OR /I.PW.A. IC/85 tuA.T.CII. NAAI.OBOOK) U//7/1 50 MP#. Ot:SIGAI SPEED. T/lcS€ TRAFFIC CONTROL Pl.ANS SHOI.U TRAFF'IC CONTROl... OcVICcS rOR lONG TERM TRAFFIC COA/TROt. r"OR CONSTRf/CT/OAI ~/M'/TS SHO&VN~ /T /S TH€ CONTRACTORS RcSPONSIBII./TY TO CONFORM TO SHORT TERM TRAFFIC CONTROL /Al ACCORDANCE tu/TH CAlTRANS "MANUAL Or" T/:1Arr/C CONTROL:' OR A.P.P/.A W.A.T.C:H. MAAlt/At... N€W ,CONSTRf/CTIOA/ OUTS//Jc €XIS TING STRE"E"r IMPROVcMcNrs SNALl.. 13€ ACCOMP(,.ISNEO TO 175 MAX'IVM;, PRIOR TO /MPt.EMENTATION Or TN€ /AI/T/AL T!?AFFIC CONTROL Pt.AA/. (5'MI# FROM TRAVEZa/AY). - SIGN ANO STRIPING S/./All CONrORM TO CA~TRAA/S t.ATEST "TRAFFIC A#AA/t/At..", ./llt.Y, /984 STANOARO R.-4~ A 20 -A~ 8, S?;?A/,OARO SPcC/F/CATIONS, AA/0 T/IE SPEC/A{. .PROVIS/OA/S. □ l½\1,,,1..g. TYPICAL LANE CLOSURE c,,u.oi10:l!Oli ~ IUHI; [N.l!U-IDISflllU"'°"u.ci:E•l:f- a, co --,,.. . ,,.. • ·i, ·i, ·i, a, 0 .. , .. IOIID 'IOU JIUO "' 000 Im t. ~ ~scew.l avW, slQiG rrq' bi placid n JOO i. ~-b urnzrtareas,cmsi; 2. .M 11:MneS YntlWIO ,i;ins fflt ~ tar= cbslns 511:11 ~ ill.minal!d. Oll'm' sigM Wtl be eilheJ dUl'lin:llli!'d II' rtfkcionred, 1 Alt ffl'1nt8 wa,mn; Sign iml:llaticns w11 ti'-eey;i,Pl)eii 'llmh A:a;s k1r daytlfflo c1o3urG. 4. A Ct:3 •EHD C0NSTRUCTJ0~ Oi' CU •ENO ROAD WOA~ Sq\ ~ ~IP. RlbolllmdZ1!Jlierd$1ti;'3ni da:!:fi tll'ie:!3 Illa' ef'd cl 1"'M BU Is ~l:l'ffl:i'J~lb;p~ -• s. i; 1h; era f<i1 C23J $19il-.dd b°t';ir;' M:Ns. %.000 I~ of 11~fiol'lary ClS. C23, or Cl I ~lilt KIGHWAYCONSTIIUCTIO~ NEXf == MILES", \lSCl ,1 C20 S9i ~ 11':::i rna ~ ~ si:lR. I tt;lll'UU a.nu UtU Ill I IIClilfUII( uo~u lJfU Ill G. .ll cone., lmd b' nl;tlt !arc CWS1S Jt1Z1 bo ilunin.iled lnfflc Clll'U 7. Pam:bb ~ pbce;:j at on;,,h;Sj' 1W ~ inctlClllled for tnffle a,nn,. mar 1>e 115ttt 1n 11a o1 CffllS !CB' ftrtimO --I.Rulwtoam!'#.nl':lbal'lltl;1 Tn,t I a: Tyi,a tl i. ~ IIIDNIUl9 ~ bfl'mlffl eOl'l2i in lt20#Wlbe~le!Jnsr- ll Talft 1 an:i:1 50 lo:II: ~ sp::,cin\; --tm. Fs~~!All'l'5011'1¢\UDIPIJ "Trtfflc COJ!lltf S'fSlem Far un, CJosn Oit Frewir,;i An:I El:~ - b112ra ~d:t-= n ~ □ CALTRA.N"=> .JULY 1~64-_ST/'..NOA.1<D PL/'..N • - -,,p • • • • *0 11:$1. ,J,"':i!IMM <= ---------- -• • \ {s,;o• ( II' LA.NE) \_ 600' ( 1'2' LA.NE) bSO' ( 10' LAN-e.") "700' ( r4' L.A..NE) <= =e-----=e- " I 11••,~ .. tOltSlltlCJIOII C' "" - "' ,r.s..., s=r=tSil:l{C:.) [!J J:"1)$"' (IJ ~1 It" ~ lS"'1II" (m :J:r' I .ff' Iii I<] 0 a, ..,_ .,. .,, "' ..... "' .... "' °"'1"50••ll • ' " " .. " STATE OF CALIFORNIA ,.,...,. ,,,.,...,._ 1m-. • .,,_... llEPARTMENT OF TRANSPORTATION .,..,_.,.,..,,.,,_ TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS MISCELLANEOUS DETAILS l.!:!J Construction contractor agree~ that m accordance with generall~· ,H:cepted construction practice~. con!'-truction cnnt,ractor will be required to assume !-:Ole and complete responsibility for . MAc/lNT/IUR Tl?dFFIC COAITl'?Ol I. 3. 4. 5. I. MOO/FY TR4Fr/C '-"'l/6NAL AT MAC ART/IUR 8L. .4NO 80/V/TA C.411/YO,V RO P€R S/IEET _OF_. MOO/FY 77.?4FFIC S/6N.4L OPcR.4770/V TC) OPcR4TE -4'=' a?NCt/RR£.NT ¢/ 4 ¢6 P#AS/NG /MPLEM.SVT P/.IA6E: I TRAFF/C CONTROL SIGN/NG, S~/P/1'✓6, l'.2?N/NG • ANO .84RR/C4L2/N6. M0,0/FY TRArF'IC SIGNAL AT M4C ART#U,i.=> ~- AN.0 .8/60N AV£. P£R SNEl=T _ OF__ ~ MOO/FY mAFnc S/6A@. oP£R.4770V m ~TE .46 a?NCURReNT ¢2 4'{fl}S P.I-IAS/NG. IMPLBW€NT P#AS~E T:e4rF/C Q?NT...Q?L 6l&NIAl6, 57K'/P/NG, WNING ~ AN.O B4RRlo:J.O/N6. M0.0/FY T.:t;f~F/C S/GNAL OPeR.4770N AT MAC ARTHUR .S4. ANO l:JQ,1.//T,4 CYN.' RD. TO STA#LMRD. OPcRA770N Pt:R S,l./€£T QJ:" --• Rc:5TX?/Pc 4 5/6N' .A?R UL.T/MATE a7N0/770N PER TRArrlC S/6N/N6 {{ Si'A?/P/NG PL.ANS. M0.0/rY T?i'ArrlC S/qNAL. OPGE?4770N AT M4C ART#t/R 8/.. ANO ,8/SOA/ A//E. .l"VR STAN.oARD OP£RAT/ON PER SAIG!:T OF --• J.IJMBOR£€ TRAFFIC COAITROl JAMBORl:E ROAO TRAFFIC CONTROi. S#Al.l Be AS AIOTEO ON SHEETS 11-15 Or" 15 . " job sittc" conditions during the cour!-,e of con:-truction of the proJect. including safety of.all persons (difomia Co.xx:il and propPrt?•= that this requirement :shall he made to apply continuously and nol he limited to En 1 normal working hour'-. and construction contractor fun her ag:ree:-to d~fend. indemnify and hold ofCJvH 9!n3:C.tl design profes;;1onal harmless lrnm any and a!l liahility. real or alleged. tn ninnection wirh the &I.and~ performance nf work on thi!-, proJect. excepting liability arising trom the -.olt' negligence of design professwnal. TRAFFIC ENGINEERING t1i\ Merman • coNsuL TANTs ~ kimmel and Associates, Inc. 3300 IAVINE AVENUE. SUITE ,eo. NEWPORT BEACH, CA 92860 DATE 6'f (714) 852-SGl6 /JELINEATOl!i. D€TA6L )l'' O"..scRf PTllrn REVISIONS I.SCONSTRUCTION OELINEA.TOR I CONSIT. ,----· EltC.. APPROVED DESIGNED APl"D. HWD CHECltED DRAWN K+ DATE 2!/86 . y t $ 0 ~ ~ 0 s ' = " = = : 1:./fGl!'ND FLAG.TREE E SIGN T'f?E lI SARRICAOE I; SIGtJ T'l'PE m 6ARQ ICADE. !( SIGN CONST. DELINE.ATOR POST. EXISTING, SIGN NEW O'R TEMPORARY SIGN FLASIAltJG AR.ROW BOAR.O SIGN J~MBORIE'€ ROAD TR~ff I( t~ij1~~l ~l~" GtNtR~l hl01E~ ( DET~llS CITY Of NEWPORT GEACH R-5572-5 l'UflLIC WOOKS DEPARTMENT SHUT IQ o; 15 /-TC : i ' • ~ I • I I .. ' • I i • ' ' ' \ \ ) y- 'Y. j RO"-D WORK "-HEA.D CON.JESTI0"-.1 AND DELA.Y -MAY 0 CCUR. T.A-KE FORD ROAD TO MACAURTUR 13LVD. AS ALTERN"-TE ROUTE [) ~b"x.b' •,- ' REDWOOD b BLA.CK LE.TTE'RS ON ORANGE B~CKGROUND PLA..CE Sl5N bOO' SOUit-\ OF j FORD 'R.OAO, LOCATION BY Cll"Y IN'S'PECTOR. COl\fTRACTO'R SUBMIT SIGN OIME.NSIONS FOR C rrv A.PF-ROVAL PRIOR 10 IN$TP,..LLP...il0N POST 0 -----------! 0 1/Jlll!NEATOIH. DETAIL ''A ID -e·-r-~· J ~ _5 CC"1STRlJC'TI01'J. DE.LINE.O... TOR I I \~'~HITE r· ~ ~ CON5T. Exe.. ~-----------------,------.------------.--------------,-----------------------------------------id 0 -Y y j fl E>OQ' TO , '-------'l,~-u AE.RO •_EORD ACCE.SS llb "' "' -----------· I I ------- - - - -1 I ' I I _-----------1 "' ' -------I -------------------------' C/8 I .I, '• ,, 't :, ,, ,, ,, ,, " II " -------I ---•-- -l-- ' I I I ' / ' ' I I o • I I ' I ' I o ' I I I I ' ' I ' ' I I ' I ' I '' ' '' I' ,' r EXIST. TRAFFIC ~ SIGNAL ~ \..._ ----,--' ' ' ' ' ' I t. !: .Jj " " ' ' '"' ' I .------------ ' I ,------------- 0 0 0 0 0 "' "' -o >t- ~ "' "' • • • ,' .. . . . JSQ' TR,.._NS • + If) (\I -~--4~---------------------------- [) EXISTING TO REMAIN. 0 SEE SI/EETIOOFl5rOR GcNERAl A/OTES. @ TRAFFIC CONTROl. S#At.l CONFORM TO A.PW.A. 1985 /HA. T.C,,I{. NAN0,800K. @ Ch'ANGcS TO T/1/5 PLAN SI/Alt. B€ APPROV€0 BY Cl7Y Or NE'IHPORT Bt:ACH. @ P,4INT OR 1/1/STAll TE'MPORARY PRE-FABRICATGD DETOUR GRAD€ REFI.ECTIVE TRAFF/C .STRIPE(SEE AIOTE(z)) © SAN08lAST OR REMOVc TRAFr/C STRIPE ~REMOVE RAISED PAVEMENT MARKERS. (SI:€ NOTE c,z)) (i) Cl/ANG/: IA/ STRIPING S/IAt.t. OCCt/R Ot/R/AIG EARlY (SAM-6 AM) MORAi/NG OR WEEKEIIO DAYS, tulT/1 PRIOR APPROVAl. BY C'l7Y. @ INSTAll OR PlAC€ TRAFrlC CONTROl DEVICE ( SIGN A'A/0 NEl,I/ OR TEMPORARY SIGA/ ANO POST. @ Pl/ASE ff COA/STRtlC TIOA/ .S/IAt.t. BE BY t/SE OF Sl#Gt.E t.AA/E Ct.OSI/RE PER GEAIERAt. AIOTES,S/./EET 10 . CAI.TRANS STD. Pt.AN TS-//. @) Pf/ASE .U COA/Sll<t/CTION t.AAIE Ct.OStlRE TRAFFIC CONTROi. S/./At.t. BEG/A/ " " ~ '! ·o - 2 1:,0 1-'" .SOLID WHITE _ AS .0/RECTEO BY C/TY FOR EAC'/./ P/IASE .ff' .OA/t.Y CCJli/STRt/CTIOAI t./lW/TS. DE.TAIL 'l'l" (ABOVE:) P!1EPARED UNDER THE SUPERVISION OP ~1;],d, DATE .1-11--B6 HILDERT WILLIAM DICKSON ll.C.!. No. 19417 TRAFFIC ENGINEERING rf.t 1-1ermar. CONSULTANTS \!:/ kimme1 -=3nd Associates, Inc. 3300 IAVINE AVENUE. ~UITE 180. NEWPORT BEAC._., CA 92660 (714) 852-8016 DATE BY DESCRIPTION APP'D. ~- REVISIONS APPROVED gj:~r{B~ft-L R.E. NO. 'c.'204-S DA YClt /:t. lf,BG, DESIGNED DRAWN DB NWD C'IECKEO DATE 2/8b ttlG PHA5E PHASE I CONST. L/MIT.S CON5ilr~l!JCTI ON TRAf flC COUTROL PL~W JAMBORtf ~ij&b CITY JF l'JE\':.f PORT BEACH R-5572-S PUBLIC WORKS DEPARTMENT SHEET 11 Of IS 3:c,-0 Z-TS __) • ' ,~ l . . 0 0 ® @ @ @ © G) .. ~ :,: I-!!; 0 ~ $ "l .... uJ 0 0 .., 2 "' 4. ~ :.J + .J) =I~ ~~ w, :I w "' ;': :r !!; o ~ U) 3 ~ uJ i:: ~ !(! :.J ij '==!=---------------,----------------- OJ 1\1 SO"SPACC: 14-0 PHASE IC coN,;;TRUCTION I PHASE. JI: ~ CONSTRUCTION LIMITS -" 10 -- "' (/l 2 14.2: 144 ------+---------,--+'----------------\-------+------------+---w J ",t w :x (/l 0 I- H UJ ¼: ru 0 ---- <( ~· C2.7 ~ [ lr-______ _. _________ 7."" ___ ~,-----'------.l,,-'-i,---__;,tt _______ "t-..:::::::::;;;.:,::,,_-.:::::-~oooo o 000000000 o ,..r--------, o 00 '•r-""T"-+-----./ 0 0 ~--,PHASE I CONST. LIMIT.S l!l ~ :r ~ I- ~ 0 .., 3 .._, t:{ uJ :z ~ 4. ..J c21 0 \ \ \ 0 0 0 0 0 I I ,, ,, ,, • ,, I ' 5' .SPACING N re&Jftll€i~/;JCI:( Si. I C/3 4 / I (loo· TO ISLANO) ~ 1~ ~c,e (300' TO ISLAND) ~ :r \t I-~ 0 ~ 3 "1 l!l uJ ~ ;z !!! 4. ..J ~ cc l\11-----------~1--------------_(___-------------------+-----------------------:------- 1/l en + ~ EXISTING TO REMA/,A./ PI-/ASE .D: CONSTRUCTION LIMITS 9 10 SEE SHEET 10 OF 15 FOR GENERAt. A/OTt:S. TRAFFIC CONTROt. S#At.l CONFORM TO AP.@.A. /985 tl/.A.T.C/1 MANt/Al. C#ANG€ TO TIIIS Pl.AN SIIAt.l 8€ APPROV€D BY C/TY OF NEWPORT 8€AC/I. INSTAt.l OR Pt.AC€ TRAFFIC CONTROL DEVICE ( SIGN 4ND A/ctU OR Tt:MPORARY S/GN ANO POST. ·PAINT OR hVSTAt.l TEMPORARY PRE-FA8R/CATt:g_ D€TOt/R P'4AS£ I CONST. LIMITS JOIN £Xl5T. /Si!,•50 CIIAAIGE IN STRIPING S/IAt.t. OCCt/R DORING €ARt.Y MORN/NG(3AM-6 AM) OR @cEKl:A/0 DAYS, t,(//T/1 PR/0/4' .APPROVAt. BY C'/TY. P#ASE .z£ C0/4/ST. S/./All BE BY (/SE Or S/A/GLE tAA/ECt0St/R€ PER GENcR4t. A/OTES S#EET 10 , AA/0 S#At.t. BE t/At//"€0 TO COA/STRt/CTIOAI T#AT C.4AI BE AC'"COMPt./S#EO a-'/7'#/A/ l,(/'0R};7A/G /IOt/RS rOR S/A/Gt.E tdA/E Cc0St/R€S. ARRO(,(/ BOARD SIGMA/G S/IAt.t. Be t/ScD TO S.#cJal FLcJI,(/ 0/RECTION. TRAPFIC CONTROL DEVICES S././At.l CONFROM TO CALTRAAIS STD. Pt.AN TS-//. ~EPAIIED UNDEII THE SUPEIIVISIOf<I )F !, fM#!?,-?;) , DATE .J-1'1-·IJ' HllEIEIIT WILLIAM DICKSON 11.C.f·, No. 19417 ~--, PHASE I CONST. LIMITS 4 So'sPACE DETAIL :;<j" (SHC:E:.T 10 ) APPROVED GRADE ..QEFt.€CT/V€ TRAFF/C STRIP€. (SEE NOTE@) • SAND8lAST OR REMOVE TRAFF/C STR/P€ f' REMOVE RAIScO PAVEMc"A/T MARKERS.(SEE NOTE@) P#ASE ff COA/STRt/CTION TR,4.FFIC COAITROt. S#At.l ·BEG/A/ AS DIRECTEO BY C/TY FOR EAC/1 P#AS€ ff OA/L Y COAISTRt/CTION L/M/TS. TRAFFIC ENGINEERING 11'.i\ t-terman CONSULTANTS Qi tuA.tJ!.~f,..._ 11--+--+------------+---I&~ 1<.E. NO • 2204§ TRAf f IC CONT~Ol ~LAN JA~ABO~tl ~DAb REMOV€ A#O SAt.VAGE @Rcl0CAT€ SIGN AND POST. ~ kimmel and Associates, Inc. 3300 IRVINE AVENUE, SUITE 180, NEWPORT BEACH, CA. 92660 (714) 852-8616 SS-<a>b DATE BY DESCRIPTION Af>P'O. REVISIONS OAT DESIGNED HWD CHECKED I.JLG /98, DRAWN DB CITY OF tJE\"JPORT BEACH R-5572-s DATE '2/Bb PUBLIC WORKS DEPARTMENT SHEET I '2 OF JS I I ' -----------------------------------------------=-- 4-C30(Lt·.) bOO' bOO' ----------i' '"" 140 • • • • • • • - 4-c,e, [) cXISTII./G TO REMA/# 0 SEE SHEET 10 OF 15 FOR GENERAt. NOTES. ® TRAFFIC CONTROt. SA'At.t. CONFORM TO A.P.a/.A'. /985 tl/.A.T,C/✓. MANv'At.. @ C#ANGE TO T#/S Pt.AN SA'At.t. BE APPROVED BY C/7Y OF NEU/PORT BEAC#. @ IA/STAt.t. OR Pt.ACE TRAFF/C CONTROt. OEV/CE ~S/GA/ ANO NEW OR TEMPORARY S/GNANOPOST. ------------ © CONSTRUCTION OF R.C.P. BETa/E€N S1"ATION /40+?.3± TO /4-7-1-eo:t-(M/AI/Mt/M l6'FR'OM Mc0/'4N) S//At.t OCCt/R AFT€R RESTR/PING OF PHASE I STRt:ET /MPROVEMENT COAISTRUCTIO/v Pt:R SHEET II ANO BY USE OF S/A/Gt.E t.ANE Ct.OSURE a'A'EN CONSTROCTION OCCt/RS. ®. CONSTRtlCTIOAI OF R.CP BE'TIAIEEN STATION 147-reJOr TO 147 + 99.// SHAt.t OCCUR AFTER COMPt.ETION OF PHASE ..T STREET M4PROVEMEA/TS CONSTRUCT/ON BY RIG#T t.A'A/ErS) Ct.OSI/RE PER T#/S Pt.AA/. COA/STRt/CTION S#At.t. OCCUR O,f/ SATt/RDAY cARt.Y MORA/I.NG #OVRS tu/TA' PR/OR ,,fPPROVAt. BY CITY. • (z) CONTRACTOR SHA{{ PROV/Oc C/TY U//T/1 COA/STRt/CT/OA/ P#A'SING AA/0 TRAFFIC CONTROL PLAA/ FOR COA/STRt/CT/OA/ OF R.CP. ACROSS CAMcl.BACK STREET TRAVEt.l,VAYS. 4 C 30(L+.) 142 144 T -• • -f-• • • • • • • • • =========r==-------- DETAIi. Y E.XIS\ "RCP %'. 4-0' /! Mi:01.A.N\~-'---'-~ [_18" RCP ~ l\n n' 0 '29' A\:\ ""--~.,,;;~,,..--J /,.__A-,.5-='------,~ I~ 'Ill/~ o - b • I w 2 _, 1,;o - j_ L,,._NE: LINE. _/ ~TRE.NCH LIMITS NO ~CALE. "' "' PREPARED UNDER THE SUPERVISION OF 1./.a-r.r 1/1&-µ,.,..---DA TE 1-I z.. 9 ' HILBERT WILLIAM DICKSON 11.C.E. No. 19417 TRAFFIC ENGINEERING ~ 1-1erman CONSULTANTS \.!Y kimmel and Associates, Inc. 3300 IRVINE AVENUE, SUITE 180, NEWPORT BEACH, CA 92660 (714) 852-8616 6$·96 t -• 0 I \ ' -- 4-e ,o· SP'"-CING APPROVED l---{--l------------t---1:if:ie:;_1,,{¥,~~ R.E. NO ?'2O4-S /1., /98~ DATE BY DESCRIPTION APP'D. DESIGNEDHWD DRAWN )-(-f- REVISIONS CHECKED DATE I ~LG 2186 • ... 'i .J ,::,:. v 'A. 'z @ 2S' ~P'"-CING 1&2 \ ~ ii©~ M lQ>~AB M ~©>t\9~'f~OJCTD©N CITY OF NE\'\.f PORT BEACH R-5572-5 PUBLIC WORKS DEPARTMENT SHEET I:!, OF IS _) :r u ~ 0 ----------------------------------------------------------------------------------------------------------------------10 ------------------------,-,-----------------r,,------------------------------------------------------------i g i I N "' I I I N + I I : N ti) -----------1 I ,------------------------------------------(\J~ rJ I f I r,J -.... ' I ' -----------1 I I ____ .,. ______ _ I I I ·-t .:=======::=:=========3~=~===::::::,,,,..:_:---+i __ __,_ :--- - - - - - - - - - - - -- - - - - - - - --llb I I 116 I ,~':::~ 1'20 "0 -------+---------) ', -----------+---i-::_':c_-=-_ =-=-==-=-= -------------------------------_ ~---------------------0-_--_---,,,,,-,_ -----12',2 1 :-f: .• ---------------------:--------! 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FOR GcNcRAl A/OTES, S€E SHEET 10 • 0 SANO.BLAST €XIS TING STRIPING, lcGENO, OR ARROtl/ As A/OTcO. {g) PAINT STRIPING, t.EGEND, ORARROtl/ AS NOTED, INC't.t/DING •• INSTAt.t.ATION Or R.4/ScD PAVEMENT MARKcRS PER STRIPING OETA/t.S. 0€TAII. 13 .STRIPE S#ALL BE BY PA/AIT/AIG DETAlt IZ IAI/TIAt.LY AAIO M/STA/.1.ING MARKERS 30 DAYS ArTER /A/IT/Al. PAl#T/#G. @ REMOVE AA/0 SALVAGE POST. @ rt/RN/SIi AAl.0 /A/STAtt SIGN A#.0 POST. //1/STAtt OAI L.t/M/A/A/RE tv#ER€ POSS/Bt.E. ~1------------- ----, --r--- ' ' ' ' ' ~ ' , , ' ' , ' I I ' ' ' I I ' I ' i I I I , I I I I I I ' ' ' ' I ' ( ' ' I I ' I ' ' ' ' I' ' ,' PREPARED UNDEI! THE SUPERVISION OF 7./.J,r,.,f-,tJ,ft.-'i)....-DATE ?-/2, -8 t. HILDERT WILLIAM DICKSON l!.C.~. No. 19417 TRAFFIC ENGINEERING lli'\ t-terman CONSULTANTS l,J9 kimmel and Associates, Inc. 3300 IRVINE AVENUE, SUITE 180, NEWPORT BEACH. CA 92660 (714) 852-8616 8S·'!lb Af'PROVED l--1--+-------i----;36:!-J~f&h-- R.E. NO. 2204-'S DATE M,.re.t l:l., 191!6 DATE DY lr~IPTlOl'I APi"D. DESIGNED DllAWll Kt HWD REVISIONS CHECKED DATE /.l LG 1'2/85 .. -, TRhf f \t ~\GMING ( STRIPING ~lh" • JArv1BORlf RO~b CITY OF tJIEt"JflOl'tT DffiCH R-5572-S PUBLIC \•,'ORltS Dl!PAATMENT SHEET (4 07 I 1$ 0 0 ❖ .J) ~~ ~~ w, :c w (/) 2 -WJ uJ :I (/) 0 I-4 ~ "' (\J ~ <t ,ae -.. 140 ·.i- ~ .. aJ --------------------------- A. FOR GENERAL A/OTES, SEE S/IEET 10. (i) SAN08lAST EXISTING STR/PIJ./G, LEGEND, OR ARROW ,4S NOTED. ® PAINT STRIPING, t.EGEND, O.Q ARROW AS NOTcD, /A/Ct.t/0/NG INSTAllATION OF RAISeD PAVEMENT MARKERS PER STRIPING DETAllS. OeTAll 13 STRIPING S#At.t. BE BY PAIA/TIAIG DETAlt. 12 /NITIAt.lY AA/D /NST,4lt.lNG MARKERS SO DAYS AFTER /A/IT/Al PA/NT/NG. @ REMOVE AA/0 S4t.VAGE POST. @ rl/RNIS/1 A)IO /#STAt.l SIGN AND POST. /A/STAt.l OAI tllM/A/A/Re @//ERE POSSIBt.E. @ STRIPING CHANGES OA/✓AMBORE€ ROAD S//At.t. BE COORDIAIATED tv/T/v' ti/ORK ON t/M/VERSITY DR/Ve. N (5) Ill 0) + ~ -DETAIL 13 I w ,oo z ..J ;,. ., :I u iu I-CIJ <I'. ~ .', ,, ... , # • . . ' ' .. r \ \ \ DETAIL /3 144 "------1£. RI i;,nnPA!lED UNDnn THE SUPnl'.lVISION o; 7Uh/~'8;" DATn .;-,.,_-e, HILOEl:?T WILUAt.1 DICltSON n.c.e. No.~ TRAFFIC ENGINEEHtNG ~ rjerman CONSUL TANTs \!)I kimmel and Associates, Inc. 3300 IAVINE AVENUE. SUITE 180, NEWPORT BEACP.. CA 92660 1:1 ---------- ·.D ---- •.--- '· oR-tJ. NOTE@ APPROVED ll--+--t---------i------1@6~El~tf:wL P..~ NO '2? 042 fol, !l, 198'- DATE BY DESCRIPTION DESIGNED DRAWN K APP'D. HLUD t L------------,----------------------------------------------------~-...::========'1=14=)e=5=2-=e=s1=s=====es-=-=:ll..------_;,;REVISIONS CHECKED DATE ~/a•~ HLG I, ~ -- i .. TR~fflC ~\GNIMG ~ ~1Rl~ING ~L~» J~tAnn~£l ~UAb • I - - ' ! • i . ! -' CITY Of tjE\'JPOfiT !l!EACM R-5572-S i--- PUBL!t WORKS DEPARTMENT SHEET I:, OF I$