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Bristol Street
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(North)
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Jamboree Road
50 MPH --------
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FOR WORK IN THIS AREA, SEE lRAFFIC CONlROL "' ' ~ WORK IN THIS AREA SHALL BE COMPLETED AT THE
PLAN PER CALlRANS PERMIT NO. 97-0118. 73 Fwy On Ramp SAME TIME AS WORK IN N/B ON-RAMP ENlRANCE.
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Bristol Street (North)
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SEE lRAFFIC CONlROL PLAN PER CAL lRANS PERMIT
NO. 97-0118.
Jamboree Road
50 MPH -----------
-----190 .fr
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GENERAL NOTES
1. AlL WORK ANO MATERIALS SHALL COMPLY \\llH lHE CALlRANS MANUAL
OF mAmc CONffiOLS IN CONSTRUCllON ANO MAINTENANCE ZONES,
LATEST EOITION.
2. AlL SffilPING AND MARKING SHAlL CONFORM TO 'IHE STATE OF
CALIFORNIA, STANDARD PLANS AND SPECIFlCATIONS, INCLUDING
STANDARD PLAN A-20, DETAILS.
3. 'IHE CONlRACTOR SHAlL PR0\>1DE FOR ACCESS TO All_ ADJACENT
PROPERTIES, EXCEPT AS INDICATED ON TIHESE PLANS.
600'
4. AlL CONFLICTING SlRIPING SHAlL BE REMOVED. BLACK-OUT PAINT \\llL BE
AlLOWED NO LONGER TIHAN 2 WEEKS FOR TEMPORARY REMOVALS ONLY.
5. AlL SIGNS SHAlL BE REFLECTORIZED AND STANDARD SIZE.
6. All_ DEUNEATORS SHALL BE 36" MINIMUM PORTABLE, REFLECTORIZED
AND MAINTAINED ERECT IN 'IHE INDICATIED POSITION AT
AlL TIMES, AND SHAlL BE REPAIRED, REPLACED, OR CLEANED AS
NECESSARY TO PRESERVE 'IHEIR APPEARANCE AND CONTINUITY.
7. ONLY THE TUBULAR DEUNEATOR DEVICES SPECIFlED, IN ABOVE
GENERAL NOTE /#5, SHAlL BE USED ON TIHIS PROJECT.
45&
"' 73 Fwy On Ramp
8. TIHE CONlRACTOR SHAlL MAINTAIN ON A 24-HOUR BASIS AlL
SIGNS, DEUNEATORS, BARRICADES, ETC., TO INSURE PROPER FLOW
AND SAFETY OF lRAFFlC.
9. TIHE CONffiACTOR SHAlL HAVE All_ SIGNS, DELINEATORS,
BARRICADES, ETC., PROPERLY INSTAlLED PRIOR TO COMMENCING
CONSTRUCTION.
10. CONSlRUCTION OPERATIONS SHAlL BE CONDUCTED IN SUCH A MANNER
AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING
PROPERTY OWNERS.
11. TIHESE PLANS INDICATE VEHICULAR ffiAFFIC CONlROL IN 'IHE
WORK AREA DURING CONSTRUCTION ACTI\>1TY. ADDITIONAL lRAFFIC
CONlROLS, TIRAmc SIGNS, OR BARRICADING MAY BE REQUIRED IN
TIHE FJELD. CONlRACTOR SHAlL BE RESPONSIBLE FOR THE PLACEMENT
OF ANY ADDITIONAL DE\>1CES NECESSARY TO ASSURE SAFETY TO
TIHE PUBLIC AT All_ TIMES DURING CONSlRUCllON.
12. EXACT LOCATION AND TYPE OF CONSlRUCTION SIGN(S) (C27,C30,C31A)
SHAlL BE AS DIRECTED BY THE ENGINEER BASED UPON CONSffiUCTION
CONDITIONS.
·-----
LEGEND
:j: TYPE Ill BARRICADE
:j:----C3D INSTALL SIGN (C30, tw) ON BARRICADE
< SIGN (PER CAL ffiANS SIGN CODE)
I TYPE II BARRICADE
• DELINEATOR
!ij FLASHING ARROW SIGN
~ HIGH LEVEL WARNING DE\>1CE
~ WORK AREA
<'.;= DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING.
,fl' EXISTING PAVEMENT MARKING TO REMAIN
,t-PROPOSED PAVEMENT MARKING
,;. EXISTING PAVEMENT MARKING TO BE REMOVED
EXISTING STRIPING TO REMAIN
PROPOSED STRIPING
EXISTING STRIPING TO BE REMOVED
@ SIGNALIZED INTERSECTION
~ TYPE K TEMPORARY RAIL
PLAN
/ /
DESIGNED BY:
1~· 4-2)-'\ 1
DATE
KATZ, OKITSU & ASSOCIATES
lRAFFlC AND HIGHWAY ENGINEERS
17852 E. SEVENTEENTIH STREET #102
TUSTIN, CA 92780
(714) 573-0317 FAX: (714) 573-9534
DATE
Macarthur Blvd
;
/
APPROVED
BY DESCRIPTION APP'D DESIGNED
REVISIONS CHECKED
DRAWN
DATE
lRAFFIC CONlROL PLAN
Jamboree Road
FROM BRISTOL SlREET NORTH TO MACARTHUR BL VD
Phase I
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARlMENT SHEET 1 OF 8
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GENERAL NOTES
SEE SHEET 1.
R96/R96A
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50 MPH
LEGEND
:): TYPE Ill BARRICADE
+....----C30 INSTALL SIGN (C30, typ) ON BARRICADE
< SIGN (PER CALTRANS SIGN CODE)
I TYPE II BARRICADE
9 DELINEA TOR
l'iJ FLASHING ARROW SIGN
~ HIGH LEVEL WARNING DEVICE
~ WORK AREA
? DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING.
fr EXISTING PAVEMENT MARKING TO REMAIN
j--PROPOSED PAVEMENT MARKING
_., EXISTING PAVEMENT MARKING TO BE REMOVED
EXISTING STRIPING TO REMAIN
PROPOSED STRIPING
EXISTING STRIPING TO BE REMOVED
@ SIGNALIZED INTERSECTION
~ TYPE K TEMPORARY RAIL
Macarthur Blvd
Bristol Street (South)
I I J~ \ Bristol Street
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(North)
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Jamboree Road
50 MPH -------,::
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, • ;;,-Detail 38A
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-Detail 27B
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300"
C30=::::___
90'
APPROVED
4--2\'-17
DATE
KATZ, OKITSU & ASSOCIATES 1------<---+-----------+----1 R.E. No tto4 s
lRAFFIC AND HIGHWAY ENGINEERS DATE i St) /9,
17852 E. SEVENTEENTH SlREET #102
TUSTIN, CA 9278D
(714) 573-0317 FAX: (714) 573-9534
DATE BY DESCRIPTION
REVISIONS
APP'D DESIGNED DRAWN
CHECKED DATE
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TRAFFIC CONTROL PLAN
Jamboree Road
FROM BRISTOL STREET NORTH TO MACARTHUR BLVD
Phase II
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 2 OF 8
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GENERAL NOTES
SEE SHEET 1.
Bristol Street (North)
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LEGEND
t n'PE Ill BARRICADE
i-C30 INSTALL SIGN (C30, tw) ON BARRICADE
< SIGN (PER CALlRANS SIGN CODE)
I TYPE II BARRICADE
8 DELINEATOR
181 FLASHING ARROW SIGN
~ HIGH LEVEL WARNING DEVlCE
~ WORK AREA
<C=, DIRECTION OF lRAFFIC, NOT A PAVEMENT MARKING.
if EXlSTING PAVEMENT MARKING TO REMAIN
~ PROPOSED PAVEIIENT MARKING
••• EXlSTING PAVEMENT MARKING TO BE REMOVED
EXISTING SlRIPING TO REMAIN
PROPOSED STRIPING
EXISTING STRIPING TO BE REMOVED
SIGNALIZED INTERSECTION
~ TfPE K 1EMPORARY RAIL
Jamboree Road
50 MPH
R96/R96A
/
/
/
c1s/
MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES.
, I •
/ I -----------------------------------------------·---___ .,.., • C30
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MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS
AT ALL TIMES EXCEPT WHILE WORKING IN THIS
AREA. USE FLAGMEN TO CONTROL N/B LEFT
TURNS DURING CONSTRUCTION.
WORK HOURS IN INTERSECTION: 8: 30A -3: 30P
\ Koll rn~rl
Jamboree Road
50 MPH
C30 '
R7(Lt) / /Detail 40
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~Jr"'----------------------"c-'--' / ~ //OF NEWPORT BEACH-+-· " _ __,ft_ _ _ _ _ ,$__ .,_ ----------ce=_ __
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.1' / Cln' OF IRVlNE = _.----
1/,, ,/✓
MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS
AT ALL TIMES EXCEPT WHILE WORKING IN THIS
AREA. USE FLAGMEN TO CONTROL N/B LEFT
TURNS DURING CONSTRUCTION.
WORK HOURS IN INTERSECTION:
\
8:30A -
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3:30P
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Fairchild Road
PLANS DESIGNED BY,
KATZ, OKITSU & ASSOCIATES
TRAFFIC AND HIGHWAY ENGINEERS
17852 E. SEVENTEENTH STREET #102
TLSTIN, CA 92780
(714) 573-0317 FAX. (714) 573-9534
APPROVED
1--+--+----------+--1~1tJZff4·-,.&-=
R.E NO 2204!!>
DATE 3o I
DATE BY DESCRIPTION APP'O DESIGNED DRAWN
REVISIONS CHECKED DATE
TRAFFIC CONTROL PLAN
Jamboree Road
FROM BRISTOL STREET NORTH TO CAMPUS DRIVE
PHASE I
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTIMENT SHEET 3 OF 8
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GENERAL NOTES
SEE SHEET 1.
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350' 350'
C18
MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS
AT ALL TIMES EXCEPT WHILE WORKING IN THIS
AREA. USE FLAGMEN TO CONTROL N/B LEFT
WRNS DURING CONSTRUCTION.
WORK HOURS IN INTERSECTION: 8: 30A -3: 30P
C20(2-Rt)
---,. _________________________ _
C20(2-Rt)
JOIN EXISTING STRIPES
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MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES. C30/R16---.._,, ~
CITY OF NEWPORT BEACH
_______ _.._...,....-----;J, ------~----=-=--~;;;J
235 --------------=-------------------------------
CITY OF IRVINE
Birch Street
Jamboree Road
C30/R16
MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES, --------
_./
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+---L--+---
350' 50' 350' C30R 350' C30R 350' C18
.ff .ff -==-----------------
1===-=-=====--::::.-:::...-:===--==-::.-:::.-:::-:=-:::==:-::.-:=-=-c-=======-;;;;:::::;;;~ ---::::,!&''.'::..::-==--=--===-=-==:..::..:==-:=-===
Campus Drive
40 MPH
· I I WORK HOURS IN INTERSECTION: 9: ODA -3: OOP
100' 600'
,____ ---=f-_2JO
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WORK HOURS IN INTERSECTION: 9: DOA -3: OOP
C30/R16
SEE SHEET 5 FOR WORK IN THIS AREA.
600' 600' 600'
------------------
I ~-------------------------------------------
"\~---,--------~ Jamboree Road
LEGEND
:j: TYPE Ill BARRICADE +---C3D INSTALL SIGN (C30, l;p) ON BARRICADE
< SIGN (PER CAL TRANS SIGN CODE)
I TYPE JI BARRICADE
8 DELINEATOR
!al FLASHING ARROW SIGN
)j HIGH LEVEL WARNING OEv'ICE
~ WORK AREA
¢:::, DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING.
:fr EXJSTING PAVEMENT MARKING TO REMAIN
7 PROPOSED PAVEMENT MARKING
.,• EXISTING PAVEMENT MARKING TO BE REMOVED
EXISTING STRIPING TO REMAIN
PROPOSED STRIPING
EXISTING STRIPING TO BE REMOVED
@ SIGNALIZED INTERSECTION
-TYPE K TEMPORARY RAIL
I
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I
5D MPH
SEE SHEET 5 FOR WORK IN THIS AREA.
PLANS DESIGNED BY, APPROVED
t! ;f !U,//W~
1----t---+----------------+----l ~CENGINEER
KATZ, OKITSU & ASSOCIATES I-----<---+-----------+---! R.E NO. 22()4~
--~-= =~~~
17852 E. SEVENTEENTH STREET #102
TUSTIN, CA 92780
(714) 573-0317 FAX, (714) 573-9534
DATE BY DESCRIPTION
REVISIONS
APP'D DESIGNED DRAWN
CHECKED DATE
TRAFFIC CONTROL PLAN
Jamboree Road
FROM BRISTOL STREET NORTH TO CAMPUS DRIVE
PHASE I
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 4 OF 8
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GENERAL NOTES
SEE SHEET 1.
___________ ___,/
LEGEND
:j: TYPE Ill BARRICADE
:j:__..-C30 INSTALL SIGN (C30, typ) ON BARRICADE
< SIGN (PER CAL TRANS SIGN CODE)
I TYPE II BARRICADE
e DELINEATOR
111 FLASHING ARROW SIGN
~ HIGH LEVEL WARNING DE\/1CE
~ WORK AREA
¢:::, DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING.
,fr EXISTING PAVEMENT MARKING TO REMAIN
,t-PROPOSED PAVEMENT MARKING
EXISTING PAVEMENT MARKING TO BE REMOVED
EXISTING STRIPING TO REMAIN
PROPOSED STRIPING
EXISTING STRIPING TO BE REMOVED
@ SIGNALJZED INTIERSECTION
~ TYPE K TEMPORARY RAIL
)
PER JAMBOREE PHASE I DETOUR.~1 l II
: 11
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WORK HOURS IN INTERSECTION: 9: OOA -3: OOP
\ Campus Drive
40 MPH '---------------
C30
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!~11
Jamboree Road
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PER JAMBOREE PHASE I DETOUR. --------------
WORK HOURS IN INTERSECTION: 9: OOA -3: OOP
Birch Street _________ __L[
::.:::.-:::_-=-._::._=-:_:-::_=~-:=-=_...:::-_ ===-=--=::t:-~=-=-".".-~~+==-i?~==-----_ ==--=--==-~~-----------=
C30 .&>
◊ -------. ------------------~
IC18 350' l
PER JAMBOREE PHASE I DETOUR.-----...._
PLANS DESIGNED BY: APPROVED
Jamboree Road
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TRAFFIC CONTROL PLAN
0l'ESSro,11 -
fl NAJi>o '1, <5:-
<, ~\
-Z-<O No. 1763 rn _/4-,-=-,=nM:f(L~~---L\--25-~1 I DATIE
/)_ I el<£ Jn/!4-~ f----+---+-----------------+-----l ~CENGii/EfR Campus Drive & Birch Street
PHASE I CLOSURE AT JAMBOREE
I UJ rn :n
Exp. 6/30/9 [7"71 KATZ, OKITSU & ASSOCIATES ~ TRAFFIC AND HIGHWAY ENGINEERS
17852 E. SEVENTEENTIH STREET #102
TUSTIN, CA 92780
(714) 573-0317 FAX· (714) 573-9534
DATE BY DESCRIPTION
REVISIONS
DATIE
APP'O DESIGN D
CHECKED
R.E. NO. Zt04>
3D
DRAWN
DATE
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 5 OF 8
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GENERAL NOTES
SEE SHEET 1.
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C13 < ---~--------------------------------
22D
◊ -----------+-------------
Birch Street
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100·
....____ __ _
LEGEND
f Ti'PE Ill BARRICADE
+-C30 INSTALL SIGN (C30, typ) ON BARRICADE
< SIGN {PER CAL TRANS SIGN CODE)
I Ti'PE II BARRICADE
• DELINEA TOR
l'iJ FLASHING ARROW SIGN
~ HIGH LEVEL WARNING DE~CE
~ WORK AREA
? DIRECllON OF TRAFFIC, NOT A PAVEMENT MARKING.
JI EXISTING PAVEMENT MARKING TO REMAIN
;t-PROPOSED PAVEMENT MARKING
"•-EXISTING PAVEMENT MARKING TO BE REMOVED
EXISTING STRIPING TO REMAIN
PROPOSED STRIPING
EXISTING STRIPING TO BE REMOVED
@ SIGNALIZED INTERSECTION
-TYPE K TEMPORARY RAIL
Jamboree Road
50 MPH
600'
MAINTAIN VEHICULAR ACCESS AT ALL TIMES
EXCEPT WHILE WORKING IN THIS AREA. USE
FLAGMEN TO CONlROL N/B LEFT TURNS
DURING CONSlRUCTION.
WORK HOURS IN INTERSECTION: 8: 30A -3: 30P
_,....---Detail 8
_,..,....-Detail "'
;:::::=----:--"3P
300'
~Detail 8
......-Detail 27B C z
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INSTALL PROPOSED STRIPING PER
SlRIPING PLAN.
Jamboree Road
5D MPH
PLANS DESIGNED BY:
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Campus Drive
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4-21-17
DATE
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600' 600' 600'
APPROVED
fl' .,m~~L f---+--+----------------t-----1 ~'dti'trn
R.E NO 22045
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TRAFFIC CONlROL PLAN
Jamboree Road
FROM CAMPUS DRIVE TO S/0 BIRCH SlREET
[?'"71 KATZ, OKITSU & ASSOCIATES ,; !JC 199 ~ TRAFFIC AND HIGHWAY ENGINEERS f----l----f----------------+---1--':DA~TE~~~~~~~~===--+----------------,-------~
DESIGNED ORAi™ DATE BY DESCRIPTION APP'D
PHASE II
17852 E. SEVENTEENTH STREET #102
TIJSTIN, CA 92780
(714) 573-0317 FAX: (714) 573-9534 REVISIONS CHECKED DATE
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 6 OF 8
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MAINTAIN PEDES1RIAN & VEHICULAR ACCESS AT
GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY 1111H lHE CALTRANS MANUAL
OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAlNlENANCE ZONES,
LA TEST EDlllON.
2. ALL STRIPING AND MARKING SHALL CONFORM TO lHE STATE OF
CALIFORNIA. STANDARD PLANS AND SPECIFICATIONS. INCLUDING
STANDARD PLAN A-20. DETAILS.
3. lHE CONTRACTOR SHALL PR0"1DE FOR ACCESS TO ALL ADJACENT
PROPERTIES, EXCEPT AS INDICATED ON lHESE PLANS.
4, ALL CONFLICTING STRIPING SHALL BE REMOVED. Bl.ACK-OUT PAINT l\1LL BE
ALLOWED NO LONGER THAN 2 WEEKS FOR TEMPORARY REMOVALS ONLY.
5. ALL SIGNS SHALL BE REFLECTORIZED ANO STANDARD SIZE.
6. ALL DELINEATORS SHALL BE 36' MINIMUM PORTABLE, REFLECTORIZED
AND MAINTAINED ERECT IN lHE INDICATED POSlllON AT
ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS
NECESSARY TO PRESERVE lHEIR APPEARANCE AND CONTINUITY.
7. ONLY lHE TIUBULAR DELINEATOR DrnCEs SPECIFIED, IN ABOVE
GENERAL NOTE HJ;, SHALL BE USED ON lHIS PROJECT.
8. THE CONTRACTOR SHALL MAINTAIN ON A 24-HOUR BASIS ALL
SIGNS, OEIJNEATORS, BARRICADES, ETC., TO INSURE PROPER FLOW
AND SAFETY OF TRAFFIC.
9. THE CONTRACTOR SHALL HAVE ALL SIGNS, DEIJNEATORS,
BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING
CONSTRUCTION.
10. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER
AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING
PROPERTY OWNERS.
11. 'JHESE PLANS INDICATE VEHICULAR TRAmc CONTROL IN THE
WORK AREA DURING CONSTRUCTION ACTI"1TY. ADDITIONAL TRAFFIC
CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN
THE FJELD. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT
OF ANY ADDlllONAL orncES NECESSARY TO ASSURE SAFETY TO
'!HE PUBLIC AT ALL TIMES DURING CONSTRUCTION.
12. EXACT LOCA110N AND TYPE OF CONSTRUCTION SIGN(S) (C27,C30,C31A)
SHALL BE AS DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION
CONDITIONS.
PROJECT NOTES
1. CONTRACTOR SHALL MAINTAIN VEHICLE TRAFFIC ACCESS
'MTHIN THE CONSTRUCTION SITES AS FOLLOWS:
A. AT LEAST ONE-HALF (1/2) OF EACH STREET
INTERSECTION AND BUSINESS ACCESS DRIVEWAY 'MTHIN
THE CONSTRUC110N LIMITS SHALL BE OPEN TO VEHICLE
TRAFFIC AT ALL TIMES.
8. AT LEAST ONE (1) TRAFFIC LANE FOR EACH TRAVEL
DIRECTION SHALL BE OPEN TO VEHICLE TRAFFIC AT ALL
TIMES ON BALBOA BOULEVARD.
C. AT LEAST TWO (2) BALBOA BL VD. TRAFFIC LANES FOR
EACH TRAVEL DIRECTION SHALL BE BASE-PAVED AND
OPEN TO VEHICLE TRAFFIC ON NON-WORKING DAYS
(WEEKENDS).
□. EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED AT
ALL l1MES.
2. THE LOCATIONS AND WORDINGS OF ALL BARRICADES,
SIGNS, DELINEATORS, LIGHTS, WARNING DrnCES, PARKING
RESTRICTIONS. AND ANY OTHER DETAILS REQUIRED SHALL
ASSURE THAT ALL PEDESTRIAN AND VEHICULAR TRAFRC
l\1LL BE HANDLED IN A SAFE AND EFFICIENT MANNER 'MTH
A MINIMUM OF INCONVENIENCE TO THE PUBLIC.
3. ALL ADVANCED WARNING SIGN INSTALLA110NS SHALL BE
REFLECTORIZED AND /OR LIGHTED.
4. THE CONTRACTOR SHALL PR0"1DE SAFE ACCESS FOR
HEAVY PEDESTRIAN TRAFFIC CROSSING BALBOA
BOULEVARD AT ALL TIMES.
5, THE CONTRACTOR SHAU. AT ALL TIMES, PR0"1DE FOR
VERY HEAVY VEHICULAR TRAFRC GOING INTO AND OUT OF
THE SHOPPING CENTER ON THE NORTHEASTERLY SIDE OF
BALBOA BOULEVARD BETWEEN WEST COAST HIGHWAY
AND RIVER AVENUE.
6. THE CONTRACTOR SHALL. AT ALL TIMES, PR0"1DE
TEMPORARY AC ACCESS RAMPS FOR CON11NUOUS
VEHICULAR AND PEDESTRIAN TRAmc ACCESS TO ALL
ADJACENT BUSINESSES AND STREETS.
7. NO EQUIPMENT/MATERIALS/VEHICLES SHALL BE STORED
l\1THIN THE MEDIANS.
B. THE CONTRACTOR SHALL PR0"1DE SOLAR-POWERED
ARRO~BOARDS AND UNIFORMED FLAGPERSONS TO
DIRECT TRAFFIC THROUGH THE CONSTRUC110N AREAS AT
ALL TIMES.
9. VEHICLE ACCESS FOR ONE-WAY STREETS MAY BE LIMITED
OR CLOSED DURING WORK HOURS TO '!HE EXTENT THAT
NOT ALL OF THE SAME DIRECTION ONE-WAY STREETS ARE
CLOSED AT TI-IE SAME TIME. ONE-WAY STREETS SHALL
NOT BE CLOSED DURING NON-WORK HOURS.
LEGEND
:j: TYPE Ill BARRICADE +-C3D INSTALL SIGN (C30. typ) ON BARRICADE
< SIGN (PER CALTRANS SIGN CODE)
I TYPE II BARRICADE
e OELINEATOR
111 FLASHING ARROW SIGN
~ HIGH LEVEL WARNING orncE
~ WORK AREA
<;!= DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING.
jJ-EXISTING PAVEMENT MARKING TO REMAIN
? PROPOSED PAVEMENT MARKING
"-EXISTING PAVEMENT MARKING TO BE REMOVED
EXISTING STRIPING TO REMAIN
PROPOSED STRIPING
EXISTING STRIPING TO BE REMOVED
@ S1GNALIZED INTERSECTION
~ TYPE K TEMPORARY RAIL
ALL TIMES. COORDINATE WITH CITY TO PUT SIGNAL
ON FLASHING RED DURING WEEKDAYS ONLY.
1RAFFIC SIGNAL SHALL BE ON NORMAL
OPERATION ON WEEKENDS.
COVER (~
Detail 40 (Yellow)
~r I i ( -Ll}I t I
46th St.
47th St.
MAINTAIN ACCESS TO CROSS S1REET AT
ALL TIMES EXCEPT WHILE WORKING IN
TI·IIS AREA.
Balboa Boulevard
30 MPH
MAINTAIN ACCESS TO CROSS S1REET AT
ALL TIMES EXCEPT WHILE WORKING IN
THIS AREA.
i i (
c,) ~ I
~ I w I
45th St.
I I
I I I
I
C13
C
--+-..,,,..,,
I
I
44th St.
50' 400' 200' 200' 200'
"-r----c-20-c2---R-tJ -c-2od-Rt) c1 s
C30 I
_ _:j -1-Jr
C20(2-Rt) C20(2-Rt) C18 +-.,.,.----=--=-----' '
,
-------------I ~=======::===~=--~ I C13•
sr I i r
-L1J1 t I
m
! i I
43rd St. 42nd St.
APPROVED TRAFFIC CONTROL PLAN
-4-~ .:_ Balboa Boulevard 'lRAFfic £iNLEE~
_._.. FROM COAST HIGHWAY TO 44TH S1REET 77 KAil, OKITSU & ASSOCIATES R.E. NO. -r--&-/ Phase 1 ~ TRAFFIC AND HIGHWAY ENGINEERS ~---J.---/----------------~--+D~A'..'.TE:..::4-:::::::-:::2,:::5'=.J}=;=7:::::::====-/----------------,,--------I
17852 E. SEVENTEENTH STREET #102 DATE BY DESCRIPTION APP'D DESlGNED DRAWN
TIUSTIN, CA 92780 l---'---'------------------'-----1---=:::---+-,---::::-----j
(714) 573-0317 FAX: (714) 573-9534 REVlSIONS CHECKED DATE
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPAR™ENT SHEET 7 OF 8
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MAINTAIN PEDESlRIAN & VEHICULAR ACCESS AT
GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALlllANS MANUAL
OF TRAmc CONTROLS IN CONSlRUCllON AND MAINlENANCE ZONES,
LA TEST EDl110N.
2. ALL SllllPING AND MARKING SHALL CONFORM TO THE STATE OF
CALIFORNIA. STANDARD PLANS AND SPECIFlCATIONS. INCLUDING
STANDARD PLAN A-20, DETAILS.
3. THE CONlllACTOR SHALL PRO'llDE FOR ACCESS TO ALL ADJACENT
PROPERTIES, EXCEPT AS INDICATED ON THESE PLANS.
4, ALL CONFLICTING STRIPING SHALL BE REMOVED. BLACK-OUT PAINT WILL BE
ALLOWED NO LONGER THAN 2 \'/EEKS FOR TEMPORARY REMOVALS ONLY.
5. ALL SIGNS SHALL BE RffiECTORIZED AND STANDARD SIZE.
6. ALL DELINEATORS SHALL BE 36" MINIMUM PORTABLE, REFLECTORIZED
AND MAINTAINED ERECT IN THE INDICATED POSl110N AT
ALL TIMES, AND SHALL BE REPAIRED, REPLACED. OR CLEANED AS
NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY.
7. ONLY THE TUBULAR DELINEATOR DE'llCES SPECIFlED, IN ABOVE
GENERAL NOTE Hf;, SHALL BE USED ON THIS PROJECT.
8. THE CONTRACTOR SHALL MAINTAIN ON A 24-HOUR BASIS ALL
SIGNS, DEUNEATORS, BARRICADES, ETC., TO INSIURE PROPER FLOW
AND SAFETY OF IBAmc.
9. THE CONTRACTOR SHALL HAVE ALL SIGNS, DEUNEATORS,
BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCtNG
CONSTRUCTION.
10. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER
AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING
PROPERTY OWNERS.
11. THESE PLANS INDICATE VEHICULAR TRAimC CONTROL IN THE
WORK AREA DURING CONSTRUCTION ACTI'llTY. ADDITIONAL TRAmc
CONTROLS, TRAmc SIGNS, OR BARRICADING MAY BE REQUIRED IN
THE FJELD. CONlllACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT
OF ANY ADDITIONAL OE'llCES NECESSARY TO ASSURE SAFETY TO
THE PUBLIC AT ALL TIMES DURING CONSlRUCTION.
12. EXACT LOCATION AND TYPE OF CONSlRUCTION SIGN(S) (C27,C30,C31A)
SHALL BE AS DIRECTED BY THE ENGINEER BASED UPON CCNSlllUCTION
CONDITIONS.
ALL TIMES. COORDINATE WITH CITY TO PUT SIGNAL
ON FLASHING RED DURING WEEKDAYS ONLY.
lRAFFIC SIGNAL SH ALL BE ON NORMAL
OPERA llON ON WEEKENDS.
PROJECT NOTES
1. CONlllACTOR SHALL MAINTAIN VEHICLE lRAimC ACCESS
WITIHIN THE CONSlRUCTION SITES AS FOLLOWS:
A. AT LEAST ONE-HALF (1/2) OF EACH SlllEET
INTERSECTION AND BUSINESS ACCESS DRIVEWAY WITIHIN
TIHE CONSTRUCTION LIMITS SHALL BE OPEN TO VEHICLE
lRAimC AT ALL TIMES.
B. AT LEAST ONE (1) TRAmc LANE FOR EACH lllAVEL
DIRECTION SHALL BE OPEN TO VEHICLE lRAimC AT ALL
TIMES ON BALBOA BOULEVARD.
C. AT LEAST TWO (2) BALBOA BLVD. TRAimC LANES FOR
EACH lRAVEL DIRECTION SHALL BE BASE-PAVED AND
OPEN TO VEHICLE lllAimC ON NON-WORKING DAYS
(WEEKENDS).
D. EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED AT
ALL TIMES.
2. THE LOCATIONS AND WORDINGS OF ALL BARRICADES,
SIGNS, DEUNEATORS, LIGHTS, WARNING DE'llCES, PARKING
RESllllCTIONS, AND ANY OTHER DETAILS REQUIRED SHALL
ASSURE TIHAT ALL PEDESlRIAN AND VEHICULAR TRAmC
WILL BE HANDLED IN A SAFE AND EFFICIENT MANNER WITH
A MINIMUM OF INCONVENIENCE TO THE PUBLIC.
3. ALL ADVANCED WARNING SIGN INSTALLATIONS SHALL BE
REFLECTORIZED AND/OR LIGHTED.
4. THE CONlRACTOR SHALL PRO'IIDE SAFE ACCESS FOR
HEAVY PEDESTRIAN lllAFFIC CROSSING BALBOA
BOULEVARD AT ALL TIMES.
5. THE CONlRACTOR SHALL, AT ALL TIMES, PRO'llDE FOR
VERY HEAVY VEHICULAR IBAmc GOING INTO AND OUT OF
THE SHOPPING CENTER ON TIHE NORTHEASTERLY SIDE OF
BALBOA BOULEVARD BETWEEN WEST COAST HIGHWAY
AND RIVER AVENUE.
6. THE CONTRACTOR SHALL, AT ALL TIMES, PRO'llDE
TEMPORARY AC ACCESS RAMPS FOR CONTINUOUS
VEHICULAR AND PEDESTRIAN lllAimC ACCESS TO ALL
ADJACENT BUSINESSES AND STREETS.
7. NO EQUIPMENT/MATERIALS/VEHICLES SHALL BE STORED
WITIHIN THE MEDIANS.
8. THE CONlRACTOR SHALL PRO'llDE SOLAR-POWERED
ARROl',l'IOARDS AND UNIFORMED FLAGPERSONS TO
DIRECT lRAmc THROUGH THE CONSlRUCTION AREAS AT
ALL TIMES.
9. VEHICLE ACCESS FOR ONE-WAY STREETS MAY BE LIMITED
OR CLOSED DURING WORK HOURS TO THE EXTENT TIHAT
NOT ALL OF THE SAME DIRECTION ONE-WAY SlREETS ARE
CLOSED AT THE SAME TIME. ONE-WAY STREETS SHALL
NOT BE CLOSED DURING NON-WORK HOURS.
----;. ---.::: 60'
Balboa Boulevard
30 MPH
---..---.. c3□ ----:... ---..----....✓.,-":!:-100•
Detail 38A --------C30 .:,.
~
30'.,l,yp
C3D
111 -C~1 i I
45th St.
p. 6/3019 V KATZ, OKITSU & ASSOCIATES
TRAFFIC AND HIGHWAY ENGINEERS
17852 E. SEVENTEENTH STREET #102
TUSTIN, CA 92780
(714) 573-0317 FAX· (714) 573-9534
LEGEND
:j: TYPE Ill BARRICADE +-C30 INSTALL SIGN (C30, l)ll) ON BARRICADE
< SIGN (PER CALTRANS SIGN CODE)
I TYPE II BARRICADE
• DELINEATOR
E:J FLASHING ARROW SIGN
~ HIGH LEVEL WARNING DE'llCE
~ IVORK AREA
¢:::, DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING.
,fl'-EXISTING PAVEMENT MARKING TO REMAIN
.J'-PROPOSED PAVEMENT MARKING
EXISTING PAVEMENT MARKING TO BE REMOVED
EXISTING STRIPING TO REMAIN
PROPOSED STRIPING
EXISTING SllllPING TO BE REMOVED
@ SIGNALIZED INTERSECTION
~ TYPE K TEMPORARY RAIL
.,-'------------------
APPROVED
'----t----t---------------t--:i;;;!. ..--4-~ •• ---~ ' ~NEER
R.E. NO. "f55 2./
DATF f -2,~ -97
DATE BY DESCRIPTION APP'D DESIGNED DRAWN
REVISIONS CHECKED DATE
lRAFFIC CONlROL PLAN
Balboa Boulevard
FROM COAST HIGHWAY TO 44TH SlREET
Phase 2
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 8
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