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HomeMy WebLinkAboutT_5859_S• c,a TRAFFlC CONTROl PLAN GENERAL NOTES: A. It is the responsit>iloty of the contractor performing work on a public strt!et to install ond maintain the traffic control Ch::vices as shown herein, as well as ony such additional traffic control deYlces os moy be required to Insure the safe mo...-ement of traffic and pedestrians through or around the work area and provide maximum protection ond safety to construction workers. 8 All delineotors shall be equipped with white re flee live bond at night lim(;'. C The contractor sholl notify City of Newport Beach Traffic Engineering Deportment ot least five working days in advance of implementing any construction detour. D All signs, oelineators, barricades, etc. and their installation shall conform to the State of California Standard Specifications latest edition and California Department of Transportation "Monuol of Traffic Control, for Construction and Maintenance Work Zones· (lotesl Edition), and the Work Area Traffic Control Handbook (WATCH, latest Edition). £. The City Public Works Deportment reserves the observe these traffic control plans in use and necessary changes as field conditions warrant sholl superse<le these pion s. right to to moke any Any changes f All tratfic control devices, stripes. markings. legends and roi:;.ed pavement markers shall conform to Coltrons Traffic Manual, Maintenance Manual. Standard Plans. and Standard Specifications (most recent edition). G. All traffic control devices shall be kept in their proper position at oil times. and shall be repaired, reploced, or cleaned as necessary to preserve their appearance ond continuity. H. Contractor shall •provided floggers as deemed necessary. I. All advanced warning signs shall be equipped with flogs. J. Place additional "LANE CLOSED" (C.30) signs on Type II barricades at 150 foot intervals throughout extended work areas in eoch lone that is closed. K. All temporary traffic control devices shall be removed following completion of each construction stage and the permanent traffic control devices shall be restored by the contractor upon completion of project. L Contractor shall replace/repair all damaged striping with temporary striping or raised povement markers at end of each working doy. M. Contractor shall maintain pedestrian access at oil times. N. Contractor shall cover or remove all conflicting signs. SANTIAGO DRIVE 200 I i f ~l l I I i e , Id J, ,.~ ·-·. ', J. ...... IRVINE AVE. docR) TRAFFIC REQUIREMENTS: The contractor shall maintain the following traffic lone requirements: Irvine Ave.: Maintain min. one lone of traffic in eoch direction during working hours per Spec .. Al! private driveways and side streets shall be kept open ot all times except when construction takes place directly in front of the driveway/side street. All open excavations on public streets shall be bock-filled or steel-plated for traffic outside the working hours. Traffic shall be restored to normal conditions outside the working hours. I /· // /. I /".·· / . it// / 7. / ... ' / ; / PRIVATE ROAD R16 (WHEN IN CONFLICT WITH CONSTRUCTION AT INTERSECITON.) RESIDENTIAL / ' ' , I / /. / .' . /, / / / . / / // / ./ RESIDENTIAL SANTA ISABEL A VE. R16 (WHEN IN CONFLICT WITH CONSTRUCTION AT INTERSECITON.) w, \ y;(,I ''""' -~..., 23RD STREET RESIDENTIAL , .. f _1) l 7 ' /' . .... RESIDENTIAL HEATHER LANE 1501 c,1J:I, i 1 e, 6P. ;; . l R16 (WHEN IN CONFLICT WITH CONSTRUCTION ;;,,AT INTERSECITON.) "- r-1·,,~ __ 1·,--1-..J,,-.,+.-------'',r---------l---,o-·- 600' 600' 600. 600' "'ERGE TAPER LEGEND: H • EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE DELII-JEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN FLASHlt,G BEACON FLAGMAN REQUIRED :r ...... , __ , I- <( IH-1-1 ::ac 0 KEEP INTERSECTION OPEN UNTIL WORK TAKES PLACE WITHIN INTERSECTION. MAINTAIN LOCAL ACCESS WITH FLAGGERS WHEN WORKING IN INTERSECTION. (;} CLOSE LEFT TURN LANE WHEN IN CONFLICT WITH CONSTRUCTION PER WATCH. ® MAINTAIN MIN. 25' TURNING RADIUS WHEN NOT WORKING AT INTERSECTION. © KEEP LEFT TURN LANE OPEN UNTIL LEFT TURN IS IN CONFLICT WITH CONSTRUCTION. I I , I , . ; I / // /; _I/ RES1DE~JTiAL .. <::j;-" W-'~(3:,J' /'/ ~ /; / ' / / RESIDENTIAL CONTRACTOR SHALL POST •uNEVEN PAVEMENT" SIGNS AS DIRECTED BY CITY INSPECTOR. 60 D 60 GRAPHIC SCALE 1" = 60' 120 180 SIGNS: (ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZE. WORK AREA WARNING SIGNS ~ALL BE ORANGE SIGN FACE.) C1.3 C18 C20(L/R) C30 W1(L/R) W6 W53 W57(L/R) W58 W66 Rl R2 R7(L/R) R17 R18(R) R.34 R41 SR4 81 82 83 END CONSTRUCTION ROAD CONSTRUCTION AHEAD LEFT/RIGHT LANE CLOSED AHEAD LANE CLOSED CURVE SIGN (LEFT/RIGHT) ADVISORY SPEED LIMIT NOT A THRU STREET SINGLE HEAD ARROW SIGN DOUBLE ARROW SIGN SCHOOL CROSSING SYMBOL SIGN STOP SPEED LIMIT SIGN KEEP LEFT /RIGHT NO LEFT TURN RIGHT LANE MUST TURN NO U-TURN RIGHT TURN RICH ONLY SCHOOL SPEED LIMIT(25) WHEN CHILDREN ARE PRESENT BIKE LANE ENDS AHEAD WATCH FOR BICYCLISTS END BIKE LANE C13: C18: C20{R): C30: 600' MERGE iAPER END CONSTRUCTION ROAD CONSTRUCllOO AHEAD RIGHT LANE CLOSED AHEAD LANE CLOSED W57: W58: 81: 82: 600' 600' 3 $R4 ~ l, WATCH FOR ICYCUST 83: R17: R1B(R): R41: END I BJKE LANE ~ RIGHT LANE MUST TURN RIGHT RIGHT TURN ONLY T-585 -S REVISION PLANS PREPARED BY: CITY OF NEWPORT BEACH 1--~----=---=--=----~-----I 1--NO_. +------'D"'ES;c.;;C_RI_PT-'-IO_N ----+--'-DA_TE~-TRAFFIC CONTROL ENGINEERING. INC. 1-----l_R_V_I_N_E_A_V_E_._S_T_R_E_E_T_I_M_P_R_O_V_E_M_E_N_T ___ _J IRVINE AVE. 231 E. IMPERIAL HWY. SUITE 241 SANTIAGO DR. TO NORT'H CITY LI."'JTS FULLERTON, CA 928.35 m. (714) 447-6077 FAX (714) 447-6081 CURB LANE CLOSURE lRSAtJGOl l\099-2 SHEET 1 OF 2 1-D_E_S_IG_N_E_D_B_Y-+-_D_._K_. -+-D_A_T_E __ 1 o_-_1_3_-_9_9 __ -l •:f!!';•d B;i/1,-,! .l / DRAWN BY D.C. DATE 1D-1.3-99 ~ ~!ct--aidx,.,1€,(999 Dote 1 i I ' ' ' .. ' ' ' ' ' 0 " rn ~ iii 0 6 ~ m ·< 2 0 < ro g 0 ' rn ~ TI 8 TI D C D ~ z C 7 '5 ~ rn n l> C a, a D ~ u \; z J'. 0 r 0 D 0 D ll ~ a z '5 s z -~ n ~ 'n D TI z C u > z I n r 0 n 0 D u 0 ~ 'i 0 z C s DJ m JJ fl (' z r1 'c.. m JJ J \j Cs \J -..( I 0 ~· ('-J 0 ~ ~ z G) WINDWARD LN. LEGEND: t ..... • ·,········ =<Ll =<Ll SANTIAGO DRIVE ~~,~>--------------+----~ 600' t,OQ' 600' .,ERGE TAPER 600' EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN FLASHING BEACOI, HEATHER LANE Cl8' 1sof .7 R41J ~· "' J.t, .,: w z ....J I u f-.,: ~· .., @ 0 CLOSE LEFT lURN LANE \IA-IEN WORK TAKES PLACE NEAR THE INTERSECTION. KEEP INTERSECTION OPEN UNTIL WORK TAKES PLACE WITHIN INTERSECTION. MAINTAIN LOCAL ACCESS WITH FLAGGERS WHEN WORKING IN INTERSECTION. {1) CLOSE LEFT TURN LANE WHEN IN CONFLICT WITH CONSTRUCTION PER WATCH . Q) MAINTAIN MIN. 25' TURNING RADIUS WHEN NOT WORKING AT INTERSECTION. © KEEP LEFT TURN LANE OPEN UNTIL LEFT TURN IS IN CONFLICT WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFY CITY TRAFFIC ENGINEERING DEPT. AT LEAST 48 HOURS IN ADVANCE TO DISABLE S/8 LEFT lURN TRAFFIC SIGNAL PHASE DURING THIS PHASE Of" WORK. 200' SHIFT TAPER 60 0 60 120 • GRAPHIC SCALE 1" = 60' PRIVATE ROAD RE~>D[r;lTIAL 180 £5S D ' ' 2 I EXP.f,)•'J TRAFFIC OF CAL RESIDGJTIAL NO. !h'.Sr.tJG02' 1H.i99-2 600' MERGE TAPER RESIDEt-JT!AL REVISION PLANS PREPARED BY: DESCRIPTION DATE TRAFFIC CONTROL ENGINEERING, 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 FAX (714 447-6081 DESIGNED BY D.K. DATE 10-13-99 SHEET 2 OF 2 DRAWN BY D.C. DATE 10-13-99 600' INC. s:r. RESIDENTIAL f,;l:..S!LlEN ·1 IAL 600' 600' CITY OF NEWPORT BEACH IRVINE AVE. STREET IMPROVEMENT IRVINE AVE. SANTIAGO DR. TO NORTH CITY LIMITS CENTER LANE CLOSURE App~ By. ~ -au/~~ Cit on::report Beech ,Oc.ft,/,ey 5 !9 99 Dote I I I I I J g , ~ C T 8 n n m n ~ z C < m m n a " " ~ ~ a n a m n ~ ' " ~ z T 0 r 0 0 0 " " 0 ~ is z . ~ " ,T ~ ~ 9 z ► ~ z I 0 5 r, 0 n ~ D " ~ i's, ? " f ~ I ----v:, .. ,,. 'l1 -i ~ H ,::_ C $ [D m JJ "\ 0 s JJ .,;'):'! 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