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WORK AREA
{STORM DRAIN) ~
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FOR GENERAL NOTES SEE SHEET 2
------------------
--
BEGIN DEL
l<EEP 3 INEATORS @ 50' O.C.
N/B LANES OPEN
JAMBOREE ROAD
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SIDEWALK
CLOSED
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JAMBOREE
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CLOSE ENTRANCE AND EXIT LANES TO
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BASIN ONLY DURING WORKING HOURS.
OPEN DURING NON-WORKING HOURS.
100
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WORK AREA
(STORM DRAIN)
115
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PHASE IA -UTILITIES
CONSTRUCT STORM DRAIN AND SEWER LINE
1. N/B LANES SHALL REMAIN OP.EN DURING
STORM DRAIN CONSTRUCTION AS SHOWN.
2. CLOSE N/B No. 3 LANE FROM FORD RD./EASTBLUFF
FOR SEWER CONSTRUCTION.
3. OPEN N/B No. 3 LANE DURING NON-WORKING HOURS.
USE STEEL PLATES TO COVER TRENCHES.
EQUIPMENT AREA
(STORM DRAIN)
CW57
PHASE IA -STREET WORK
COMPLETE DEMOLITION, GRADING AND CONSTRUCTION
OF NEW CURB/GUTTER AT AERONUTRONIC ACCESS CLOSURE
1. CLOSE N/B No. 3 LANE FROM N/O RESIDENTIAL ACCESS AS
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2. CLOSE S/B LEFT TURNS IN MEDIAN AREA.
3. TRAFFIC SIGNAL REMOVAL SHOULD OCCUR DURING THIS PHASE.
SANDBLAST -REMOVE CROSSWALK &. LIMIT LINE ON JAMBOREE RD.
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CONSTRUCT Ba SEWER TO
EXISTING M.H.
CITY OF NEWPORT BEACH
THIS PIAN IS SIGNED BY THE CITY OF NEWPORT BEACH
FOR CONCEPT ANO ADHERENCE TO CITY STANDARDS
ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPON-
SIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY.
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WORK AREA
(PHASE 1 A -STREET WORK)
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TRAFFIC AND TRANSPORTATION ENGINEERING
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DESIGNED
23421 SOI/TH POINTE OR. STE 190 LAGUNA HILLS CA. 92653 (714} ¢60-0110 i----t---t-------------+--k=~-=S-=O:.::M:.::M.:.:=E:.:l<::S~---1
l---+---+--------------1----lCHECKED
1----+---+-------------+----!DRAWN
DATE BY DESCRIPTION APP. PJK
RCE 16828 REVISIONS DATE 4/97
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--JOIN CURB
AERONUTRONIC
FORD ACCESS
STA 118+22±
TRAFFIC CONTROL PLAN
JAMBOREE ROAD
Ford Rd. / Eastbluff to Bison Ave .
CITY OF NEWPORT BEACH T~ 58.?>3 S
PUBLIC WORK DEPARTMENT SHEET 'j] OF ~
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LEGEND TAPER TO CURB FACE
......... BARRICADE -TYPE Ill
,-:<.-, BARRICADE WITI-1 SIGN TYPE II
• DEUNEATOR
-l SIGN
~ VEHICLE TRAVEL
1~1 FLASHING ARROW BOARD
JAMBOREE
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;j;--DELINEATORS @ 50' O.C .
m DROP 2 LANES
KEEP ENTRANCE OPEN
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200' MERGE TAPER
KEEP EXIT OPEN. MAINTAIN CLEAR
LINE OF SIGHT TO FORD RD. AT ALL
TIMES. NO DEVICES (DELINEATORS,
BARRICADES OR SIGNS) OVER 30"
HIGH ALLOWED IN LANE TRANSITION
AREA.
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GENERAL NOTES
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1. ALL WORK AND MATERIALS SHALL COMPLY WlTH THE WORK AREA TRAFFIC CONTROL HANDBOOK.
2. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC,. PROPERLY INSTALLED PRIOR
TO COMMENCING CONSTRUCTION.
3. LANE CLOSURE HOURS SHALL BE BETWEEN 8:30 A.M. AND 3:30 P.M. MONDAY THRU FRIDAY.
4. DURING NON WORKING HOURS TRAFFIC CONTROL FOR LANE CLOSURES SHALL BE REMOVED TO ALLOW FOR USE
OF ALL LANES. THE EXCEPTION IS FOR PAVEMENT REMOVAL, REPLACEMENT AND UTILITY STRUCTURE CONSTRUCTION,
WHICH WlLL REMAIN BARRICADED UNTIL FIRST PAVEMENT COURSE IS APPLIED, DR AS DIRECTED BY THE ENGINEER.
5, ALL TEMPORARY STRIPING AND MARKINGS SHALL CONFORM TO THE CAL TRANS STANDARD PLANS
AND SPECIFICATIONS. RAISED PAVEMENT MARKERS SHALL NOT BE USED.
6. FLASHING YELLOW BEACONS, TYPE '8', SHALL BE USED ON ALL C18 SIGNS AND ON ALL
TYPE Ill BARRICADES GUARDING THE WORK AREA OVERNIGHT. ,
7. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WlTH FLAGS FOR DAYTIME CLOSURES.
8. ALL DELINEATORS SHALL BE 28" MINIMUM PORTABLE, REFLECTORIZED RUBBER GUIDE POSTS, ORANGE IN
COLOR, WITH WC:IGHTEO BASES OR SANDBAG RINGS AND SHALL BE KEPT IN THEIR PROPER POSITION AT
AT ALL TIMES AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR
APPEARANCE AND CONTINUITY AT THE CONTRACTORS EXPENSE.
9. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE UNLESS SHOWN OTHERWlSE.
10, TYPE I AND II BARRICADES MAY BE USED IN ADDITION TO THE RUBBER GUIDE POSTS, AT THE
DISCRETION OF THE CONTRACTOR, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS
IN AREAS WHERE WORKERS ARE PRESENT.
11. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LlffiE
INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS.
12. THE CONTRACTOR SHALL MAINTAIN, ON A 24-HOUR BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC.
TO INSURE PROPER FLOW AND SAFETY OF TRAFFIC.
13. PRESSURE SENSITIVE TRAFFIC MARKING TAPE AND/OR STRIPING PAINT MAY BE USED TO SUPPLEMENT
THE CHANNELIZING DEVICES, DELINEATORS, REFLECTORIZED SIGNS, AND BARRICADES.
14. ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND LEGENDS SHALL BE COMPLETELY REMOVED BY
WET SANDBLASTING OR OTHER METHOD APPROVED BY THE ENGINEER PRIOR TO ANY CHANGE IN THE
lRAFFIC PATTERN.
15. WHERE WORK IS BEING PERFORMED AT SIGNALIZED INTERSECTIONS OR DETECTlON AREAS ARE DAMAGED,
THE SIGNAL SHALL BE PLACED ON VEHICLE RECALL BY THE ENGINEER.
16. AT SIGNALIZED INTERSECTIONS TWO SIGNAL HEADS SHALL BE VISIBLE TO APPROACHING TRAFFIC AT ALL TIMES.
17. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING CONSTRUCTION ACTIVITY.
ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADES MAY BE REQUIRED IN THE FIELD. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO
ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSlRUCTION.
18. THE CITY ENGINEER RESERVES THE RIGHT TO MAKE ANY CHANGES NECESSARY AS FIELD CONDITIONS WARRANT.
ANY CHANGES SHALL SUPERSEDE THESE PLANS AND BE DONE SOLELY AT THE CONTRACTORS EXPENSE.
19. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OR HIS REPRESENTATIVE AT LEAST FIVE
WORKING DAYS IN ADVANCE OF INITIATING ANY CONSTRUCTION DETOUR
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CITY OF NEWPORT BEACH
THIS PIAN IS SIGNED BY THE CITY· OF NEWPORT BEACH
FOR CONCEPT AND ADHERENCE TO CITY STANDARDS WP A TRAFTIC ENGINEERING, INC•--------------+----1
TRAFFIC AND TRANSPORTATION ENGINEERING
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PHASE 18
•
AERONUTRONIC
FORD ACCESS
STREET PAVING
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CONSTRUCT A.C. PAVING IMPROVEMENTS
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1. CLOSE No.'s 2 AND 3 N/8 LANES BEGINNING N/O FORD RD./
EASTBLUFF AS SHOWN FOR PAVEMENT REMOVAL & REPLACEMENT
2. CLOSE S/8 LEFT TURN LANES IN MEDIAN AREAS.
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TRAFFIC CONTROL PLAN
DESIGNED JAMBOREE ROAD
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AND REQUIREMENTS ONLY. THE CITY IS NOT RESPON-
SIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY.
23421 SOUTH POINTE OR. STE 190 LAGUNA HILLS CA. 92653 (714) 460-0ffO i---t--t-----------------t---7-===--------__j SOMMERS
CHECKED Ford Rd. / Eastbluff to Bison Ave.
APPROVED 2~ M · 2-J rn/M411M. 1Uf '1'J
TRAFFIC ENGINEER Dli
DATE BY DESCRIPTION
RC£ 16828 OA REVISIONS
DRAWN P.JK CITY OF NEWPORT BEACH T5803-'S APP.
DATE 4/97 PUBLIC WORK DEPARTMENT SHEET ~ OF~
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JAMBOREE
1000' TAPER
DEUNEATORS
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FOR
PHASE II -MEDIAN CONSTRUCTION
DEMOLISH, EXCAVATE AND RECONSTRUCT
RAISED MEDIAN TO CLOSE OPENING.
1. CLOSE N/8 AND S/8 No. 1 LANES ADJACENT TO MEDIAN
2. OPEN No. 1 LANES DURING NON-WORKING HOURS ONLY
AS DIRECTED BY THE CITY ENGINEER.
GENERAL NOTES SEE SHEET 2
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---------wal" CITY OF NEWPORT BEACH WPA TRAFTIC ENGINEERIN --------- ---------------------------THIS PLAN IS SIGN£D BY TH£ CITY OF N£WPORT 8£ACH ~ p 1li! ,if..O'FESSf~ FOR CONC£PT AND ADHER£NC£ TO CITY STANDARDS !$ ~ S. PR1+~ '(
G, INC. TRAFFIC CONTROL PLAN
AND REQUIREMENTS ONLY. THE CITY IS NOT RESPON-STOP :i: A TRAFFIC AND TRANSPORTATION ENG q :,,.0 :(<" ~
SIBL£ FOR D£SIGN ASSUMPTIONS AND ACCURACY. ~ ~ . "'E ?-2342I SO/Jl>{ POINTF OR. SlF /!JO LACONA H/1.LS CA 92653 (!Ji 0 Ne. 16828 ~ ~ EXP. 6/30/97 !;
INEERING
9) 460-0110
DESIGNED JAMBOREE ROAD
SOMIVEl<S Ford Rd. / Eastbluff to CHECKED Bison Ave.
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APPROVED <;2£,cJ rn .&.l"'-"',,,th,.-H(/$£92
TRl'FFlC ENGINEER D JE RC£ !6828
DRAWN T5lJo3-5 DATE BY DESCRIPTION APP. PJK CITY OF NEWPORT BEACH
REVISIONS DATE 4/97 PUBLIC WORK DEPARTMENT o,· ~ SHEET ~
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