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SHOWN ON
LOCATION MAP
ST.
EMERGENCY
AGENCY
CAL TRANS
COX COMMUNICATIONS
COMCAST CABLE
SOUTHERN CALIFORNIA
SOUTHERN CALIFORNIA
PACIFIC BELL
NPT.
CENTER
TELEPHONE
ED I SON CO.
GAS CO.
CITY
OF
IRVINE "' <J "" 0-UN IVERSI TY
:=, ~ I >-U.C.I. 0-<r u <r to '"'.-o V
C'o < r ~~
RD,
NUMBERS
PHONE NUMBER
( 7 I 4 l 954-0529
( 7 I 4 l 425-2009
(7 I 4 l 285-2050
(7 I 4 l 895-0246
(7 I 4 l 634-3049
( 7 I 4 l 666-5718
CITY OF NEWPORT BEACH (UTILITIES) ( 7 I 4 l 644-30 I I
UNDERGROUND SERVICE ALERT
DIAL TOLL FREE
1-800-422-4133
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORtJA
( 7 I 4 l 644-3717
( 800 l 422-4133
APPROVED BY:
TANSPORTA TION AND
DEVELOPMENT SERVICES
(DAYJ
(NIGHT)
RCE 22045
CKTY
APPROVED BY:
w4~
CITY ENGINEW
OF NJEWJPORT BJEACH
PUBLIC WORK§ DEPARTMENT
u
C-3150
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' ' I ' ' ) ,.
\
NEWPORT BAY
CITY
HALL
L_OCA TION MAP
NOT TO SCALE
SHEET INDEX
TALINA DR
\
SHEET DESCRIPTION
TITLE SHEET
APPROVED DATE: 7/17/97
PUBLIC WORKS DIRECTOR R.C.E.16791
APPROVED BY: c.;LtJ,,..._ A.v~ DATE: 7-17-ct7
'
UTILITIES MANAGER R.C.E. 25553
. I ..
PREPARED BY:_·/~-~-----·-_···-~·.,..--~~··•~· .. ···~·"-~~ DATE: 1-1/-I/
RCE 24967
MICHAEL A. KRJ\.MAN R.C.E. 44030
MOFFATT & NICHOL
E N G I N E E R S
BASIS OF BEARINGS/COORDINATES
THE BEARINGS SHOWN HEREIN ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION G.P.S. 6284 AND G.P.S. 62B8 BEINGS 40"03"53" E PER RECORD ON FILE IN THE OFFICE OF ORANGE COUNTY SURVEYOR.
COORDINATES SHOWN HEREIN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM 19B3 (CCS831, ZONE VI, NADB3, < 1991. 35 EPOCH). ALL DI STANCES SHOWN HEREON ARE GRID DISTANCES, TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCE BY COMBINED FACTOR 0.99997067,
,A. KRAMA
44030
. 6-30-01
BENCHMARK
ORANGE COUNTY B. M. I J-52-73 ELEV•2.B40 m
(9.316'1 YEAR ADJ•l976
VERTICAL CONTROL SHOWN HEREIN IS BASED ON NORTH AMERICAN GEODETIC VERTICAL DATUM 1929 (NGVD29), ALL ELEVATIONS ARE REFERENCED TO THE ABOVE BENCHMARK, LOCATED IN THE SOUTHWESTERLY CORNER OF A CATCH BASIN, 21,3 METERS SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES ON PCH AND 56.4 METERS EAST OF NEWPORT BOULEVARD SEPARATION STRUCTURE.
2
3
GENERAL AND CONSTRUCTION NOTES
PLAN AND PROFILE
4 CONSTRUCTION DETAILS
5
6
7
8
9
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
TRAFFIC CONTROL PLAN
10 TRAFFIC CONTROL PLAN
DATE BY
REVISIONS
APP'O
C-3150
W-5261-S
SHEET I OF 10
ABBREVIATIONS SYMBOLS
AC ASPHALT CONCRETE (PAVEMENT>
ASBESTOS CONCRETE (PIPE)
EXISTING VALVE
FENCE ANSI
AP
ASME
ASTM
AWWA
BEG
BLVD
CATV
Cl
t
CLR
CML&C
CNB
CONST
CP
CPLG
CSG
DI
E
ELEV
EXIST
FLG
FS •
FT, '
G
GA
GB
HORIZ
HP
HVY
HWY
ID
IN, II
INV
LT
m
MAX
mm
MIN
MJ
N
NO,#
NTS
oc
OD
OG
PCC
PE
PL
PVC
RCB
RD
REQ'D
R/W
RT
s
SCH
SD
SHT
STA
STD
T
TYP
VERT
w
AMERICAN NATIONAL STANDARDS INSTITUTE
ANGLE POINT
AMERICAN SOCIETY OF MECHANICAL ENGINEERS
AMERICAN SOCIETY FOR TESTING MATERIALS
AMERICAN WATER WORKS ASSOCIATION
BEGIN
BOULEVARD
-x-x-x-
0
00
BLOCK WALL
TREE
SHRUBBERY
CABLE TELEVISION
CAST IRON
CENTERLINE
CLEARANCE
.LLL LLL .LLL ...LLL ASPHALT PAVEMENT
CEMENT MORTAR LINED & COATED
CITY OF NEWPORT BEACH
CONSTRUCTION
CATHODIC PROTECTION
COUPLING
CASING
DUCTLE IRON
ELECTRIC OR EAST
ELEVATION
EXISTING
FLANGED
FINISHED SURFACE
FOOT (FEET)
GAS
GAGE
GRADE BREAK
HORIZONTAL
HIGH PRESSURE
HEAVY
HIGHWAY
INSIDE DIAMETER
INCH(ES>
INVERT ELEVATION
LEFT
METER(S>
MAXIMUM
MILLIMETER(S)
MINIMUM
MECHANICAL JOINT
NORTH
NUMBER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
ORIGINAL GROUND
PORTLAND CEMENT CONCRETE
PLAIN END
PLATE
POLYVINYL CHLORIDE
REINFORCED CONCRETE BOX
ROAD
REQUIRED
RIGHT OF WAY
RIGHT
SEWER OR SLOPE OR SOUTH
SCHEDULE
STORM DRAIN
SHEET
STATION
STANDARD
TELEPHONE
TYPICAL
VERTICAL
WATER OR WEST
I , • . . · : I CONCRETE
n: STREET LIGHT
-CATV-CABLE TELEVISION LINE
CENTERLINE
- --G-- -GAS L I NE
--E POWER LINE
- ----PROPERTY LI NE
----S----SEWER LI NE
T--TELEPHONE LINE
------W-WATER LI NE
EMERGENCY TELEPHONE NUMBERS
AGENCY PHONE NUMBER
CALTRANS ( 7 I 4) 954-0529
COX COMMUNICATIONS ( 7 I 4) 425-2009
COMCAST CABLE ( 7 I 4 > 285-2050
SOUTHERN CALIFORNIA EDISON CO. ( 7 I 4) 895-0246
SOUTHERN CALIFORNIA GAS CO. < 7 I 4) 634-3049
PACIFIC BELL (714) 666-5718
CITY OF NEWPORT BEACH <UTILITIES) ( 7 I 4) 644-30 I I ( 7 I 4) 644-3717
UNDERGROUND SERVICE ALERT (800) 422-4133
BASIS OF BEARINGS/COORDINATES
(DAY)
(NIGHT)
REMOVAL NOTES:
[iJ-CUT AND REMOVE EXIST PIPE.
0-REMOVE EXIST BUTTERFLY VALVE.
0-ABANDON IN PLACE EXIST 24' (610 mml WATER MAIN WITH
CEMENT SURRY (ONE SACK).
CONSTRUCTION NOTES:
~ I NS TALL 24" (610 mm) ID, CML&C WELDED STEEL PI PE \y-PER DETAIL NO 2 ON SHT NO 6.
~ INSTALL 24" (610 mml ID, 4° 15' CML&C WELDED STEEL ~ ELBOW (PEl.
0-INSTALL 24" (610 mml ID, I I' 15' CML&C WELDED STEEL ELBOW (PE).
0-INSTALL 24" (610 mml ID, 45' CML&C WELDED STEEL
ELBOW (PE>. 0-INSTALL 24' (610 mm) BY 24" (610 mm) BY 12" (305 mml
BY 12" (305 mm) ID, 87' 21' CML&C WELDED STEEL CROSS (FLANGED AS INDICATED>. 0-INSTALL DISHED BULKHEAD FOR 24" (610 rmi> ID, CML&C
WELDED STEEL PIPE PER DETAIL NO 4 ON SHT NO 5. 0-I NS TALL TEST BULKHEAD FOR 24' (610 mml ID, WELDED
STEEL PIPE PER DETAIL NO 4 ON SHT NO 5. AFTER .
COMPLETION OF SUCCESSFUL PRESURE TEST, I NS TALL
BUTT STRAP FOR 24' (610 mm> ID, WELDED STEEL PI PE
PER DETAIL NO 2 ON SHT NO 5. 0-I NS TALL BUTT STRAP WI TH 2 HANDHOLES FOR 24" (61 0 mm)
ID, CML&C WELDED STEEL PIPE PER DETAIL NO 2 ON SHT NO 5.
0-LAP WELD SLIP JO I NT FOR 24" (610 mml ID, CML&C
WELDED STEEL PIPE PER DETAIL NO I ON SHT NO 5.
~ ADDITIONAL PIPE LENGTH BEYOND WHAT IS SHOWN ~ PROVIDED FOR FIELD FITTING.
@-CONSTRUCT BRICK AND MORTAR CAP.
~ FURNISH AND INSTALL MECHANICAL JOINT CAP AND SLAVE ~ SHACKLES TO ANCHOR TO EX I ST 24" (610 rmil CI PI PE.
~ FURNISH AND INSTALL 12" (305 rmi) ID, PVC PIPE PER ~ DETAIL NO 2 ON SHT NO 6.
@-FURN I SH AND INSTALL 12" (305 rrm) ID, 45' DI ELBOW
(MJl AND THRUST BLOCK PER CNB STD PLAN 510-L-A. @--FURNISH AND INSTALL TRANSITION COUPLING ADAPTOR TO
JOIN EXIST 12" (305 mm) ID, AC PIPE TO 12" (305 mm)
ID, PVC PI PE.
@--FURNISH AND INSTALL TRANSITION COUPLING ADAPTORS TO JO IN 12" (305 mm) ID, 45' DI ELBOW TO 12" (305 rrm) ID, PVC PIPE.
@-FURNISH AND INSTALL 12" (305 mml (FLG X MJ) ADAPTORS.
@-FURN I SH AND INST ALL 12" (305 mm) BUTTERFLY VAL VE
(FLG X MJJ PER DETAIL I ON SHT NO 6.
@--FURN I SH AND I NS TALL I 2' ( 305 mm) REST RA I NT GLAND (MJ) ,
EBAA IRON SERIES 2000 PV, OR APPROVED EQUAL.
~ FURNISH AND INSTALL VALVE BOX COVER PER CNB STD ~ PLAN 51 I -L.
@-FURN I SH AND INST ALL 8' ( 203 mml PVC SCH 40 PI PE.
& SAWCUT AND REMOVE EXIST PAVEMENT AS NECCESSARY.
THIS INCLUDES AC, PCC, AND UNDERLYING REINFORCED
CONCRETE PAVEMENTS. REPLACEMENT PAVEMENT SHALL BE
CONSTRUCTED PER DETAIL NO 2 ON SHT 6.
@--ALL CONCRETE SIDEWALK, AND CURB & GUTTER DAMAGED
DURING CONSTRUCTION SHALL BE REPLACED. CONCRETE
SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT
TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE
CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED
IN CONFORMANCE WITH THE APPi CABLE PROVISIONS OF
THE AGENCY HAVING JURISDICTION OVER THE AREA. ALL
EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS.
PLANS PREPARED BY:
GENERAL NOTES:
I. STATIONING AND TOPOGRAPHIC MAPPING ARE IN METRIC UNITS. PIPELINE DIMENSIONS ARE SHOWN IN DUAL UNITS WITH ENGLISH
UNITS SHOWN FIRST AND METRIC DIMENSION SHOWN IN PARENTHESIS.
2. THE CONSTRUCTION OF THE WATER MAIN AND ITS APPURTENANCES SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH
CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 1994 EDITION AND SUPPLEMENTS AND THESE SPECIFICATIONS.
3. STATIONING REFERS TO CENTERLINE OF PIPELINE AND STREET STATIONING REFERS TO CENTERLINE OF STREET.
4. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION.
IN ADDITION, THE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES, INCLUDING THOSE PREVIOUSLY POTHOLED IN ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS.
5. DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES.
6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AND CALTRANS
INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. THE CITY OF NEWPORT BEACH CAN BE REACHED AT 644-301 I AND CAL TRANS CAN BE REACHED AT 954-0529.
7. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
SYSTEMS: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN 5 FT ( 1.524 ml IN
DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
8. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7. ABOVE FROM CAL-OSHA.
9. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L AND THESE SPECIFICATIONS.
10. ALL D. I. FITTINGS, FLANGES, VALVES, COUPLINGS, AND APPURTENANCES SHALL BE LOOSELY WRAPPED WITH TWO (2) LAYERS OF POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY'S STANDARD SPECIAL PROVISIONS.
I I. WATER MAINS SHALL HAVE A MINIMUM DEPTH OF COVER AS SHOWN ON THE CONSTRUCTION PLANS.
12. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED.
13. THE CITY OF NEWPORT BEACH FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA.
14. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER.
15. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND
JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL.
16. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND FLANGED COUPLING ADAPTORS SHALL BE JOINED UTILIZING
TYPE 315 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS.
17. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND.
18. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION
AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN
CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS.
19. AN ENCROACHMENT PERMIT HAS BEEN APPLIED FOR FROM CAL TRANS. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A RIDER TO THIS PERMIT AND COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT.
20. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE
SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND
NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION.
21. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS.
22. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD.
23. CONSTRUCTION WORK HOURS SHALL BE AS FOLLOWS:
BEFORE SEPTEMBER 2, 1997: 9: 00 PM TO 5: 00 AM MON-FR I
AFTER SEPTEMBER 2, 19971 9•00 AM TO 3:00 PM MON-FRI
9•00 PM TO 5:00 AM MON-FRI
24. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS.
25. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING,
BUT NOT LIMITED TO STREET STRIPING, AND SIGNS. STREET STRIPING SHALL BE REPLACED IN KIND.
26. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE
REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE
DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH.
27. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK.
28, ALL UTILITY COMPANIES HAVING FACILITIES WITHIN THE WORK AREA SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PR I OR TO WORK.
29. TRAFFIC CONTROL SHALL CONFORM TO THE SPECIFIC TRAFFIC CONTROL PLANS INCLUDED IN THESE PLANS.
30. CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORKS HOURS.
31. THE FOLLOWING ITEMS HAVE BEEN PRE-PURCHASED BY THE CITY OF NEWPORT BEACH FOR THIS PROJECT. THEY ARE SCHEDULED TO BE DEL I VERED TO THE PROJECT SI TE BEGINNING AUGUST 15, 1997.
-24' (61 0 mm> CML&C STEEL PI PE SPEC I AL SECTIONS AND BUTTSTRAPS FOR INSTALLATION FROM STA. I 0+00. 00 TO
STA. 10•53.507 INCLUDING THE ADDITIONAL LENGTH ON THE CUT TO FIT PIECES AS SHOWN ON THE PLANS
-GASKETS (PER AWWA), NUTS (TYPE 316 STAINLESS STEEL) AND BOLTS (TYPE 316 STAINLESS STEEL)
CONTRACTOR WILL BE REQUIRED TO TRANSPORT ALL MATERIALS THAT ARE NOT USED (PIPE, BUTTSTRAPS, NUTS, BOLTS, ETC.) TO
THE CITY'S UTILITY YARD AT 949 WEST 16TH STREET PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
I APPROVED
C-3160
24' WATER TRANSMISSION DJGAlr . •
~ DIAL TOLL FREE
I ~ 1-800-422-4133
THE BEARINGS SHOWN HEREIN ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION G.P.S. 6284 AND G.P.S. 6288 BEINGS 40"03'53" E PER RECORD
BENCHMARK
ORANGE COUNTY B. M. I J-52-73 ELEV•2,840 m
(9.316') YEAR ADJ•l976
llti..~llti..■ MOFFATT & NICHOL ■■■""111111 E N G I N E E R S _,., l / IN WEST COAST HWY AT NEWPORT BLVD
f-----t--+-------------+----l 7 .. LITI ~~.JJE~E,~R~.c~.E!!,,. ~NOP. 4;;;62,;.,.·1◄ f----------------------1
t'-AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
ON FILE IN THE OFFICE OF ORANGE COUNTY SURVEYOR.
COORDINATES SHOWN HEREIN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM 1983 CCCS83J, ZONE VI, NAD83, ( 1991. 35 EPOCH). ALL DI STANCES SHOWN HEREON ARE GRID DISTANCES. TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCE BY COMBINED FACTOR 0.99997067.
VERTICAL CONTROL SHOWN HEREIN IS BASED ON NORTH AMERICAN GEODETIC VERTICAL DATUM 1929 (NGVD29l. ALL ELEVATIONS ARE REFERENCED TO THE ABOVE BENCHMARK, LOCATED IN THE SOUTHWESTERLY CORNER OF A CATCH BASIN, 21.3 METERS SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES ON PCH AND 56.4 METERS EAST OF NEWPORT BOULEVARD SEPARATION STRUCTURE.
3720 South Susan Street. Suite 200
Senta Ana,CA 92704
_;;.-) 7/17/97
M IJ HAEL A, 'l<~AN/ R. C. E. 44030 DATE
r i ABBRIVIATIONS, SYMBOLS,
1----+--+----------+------1 DATE "-J' 7 -,7-.,., CONSTRUCT I ON NOTES AND GENERAL NOTES
DATE BY A.PP'D DESIGNED
REVISIONS CHECKED
DRAWN
DATE
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
W-5281-S
SHEET 2 OF I 0
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PLANS PREPARED BY:
lllli,,...llllllllllli,,.■ MOFFATT & NICHOL ■■■""11111 E N G I N E E R S
22 24
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NOTE=
I. STATIONING AND TOPOGRAPHIC MAPPING ARE IN METRIC
UNITS. PIPELINE DIMENSIONS ARE SHOWN IN DUAL UNITS
WITH ENGLISH UNITS SHOWN FIRST AND METRIC DIMENSION
SHOWN IN PARENTHESIS.
REMOVAL NOTES=
0-REMOVE EXIST BUTTERFLY VALVE.
CONSTRUCTION NOTES=
0-INSTALL 24 11 (610 mml ID, CML&C WELDED STEEL PI PE PER DETAIL NO 2 ON SHT NO 6.
0-INSTALL 24 11 (610 mml ~ ELBOW (PE). I D, 4" I 5' CML&C WELDED STEEL
0-
0-
0-
INSTALL 24"
ELBOW (PE).
(610 mml ID, I I' 15' CML&C WELDED STEEL
INSTALL 24 11
ELBOW (PE).
(610 mm) ID, 45" CML&C WELDED STEEL
INSTALL 24 11 (610 mm) BY 24 11 (610
BY 12" (305 mml ID, 87° 21' CML&C
(FLANGED AS INDICATED).
mm) BY 12' (305 mm)
WELDED STEEL CROSS
~ INSTALL DI SHED BULKHEAD FOR 24" (610 mml ID, CML&C ~ WELDED STEEL PIPE PER DETAIL NO 4 ON SHT NO 5.
(J)-
0-
INSTALL TEST BULKHEAD FOR 24" (610 mm) ID, WELDED
STEEL PIPE PER DETAIL NO 4 ON SHT NO 5. AFTER
COMPLETION OF SUCCESSFUL PRESURE TEST, INSTALL
BUTT STRAP FOR 24" (610 mm) ID, WELDED STEEL PI PE
PER DETAIL NO 2 ON SHT NO 5.
INSTALL BUTT STRAP WITH 2 HANDHOLES FOR 24'
ID, CML&C WELDED STEEL PIPE PER DETAIL NO 2
SHT NO 5.
ADDITIONAL PIPE LENGTH BEYOND WHAT IS SHOWN
PROVIDED FOR FIELD FITTING.
(610 mml
ON
FURNISH AND INSTALL 12" (305 mml ID, PVC PIPE PER DETAIL NO 2 ON SHT NO 6.
FURNISH AND INSTALL 12 11 (305 mml ID, 45" DI ELBOW
(MJ) AND THRUST BLOCK PER CNB STD PLAN 510-L-A.
FURNISH AND INSTALL TRANSITION COUPLING ADAPTOR TO
JOIN EXIST 12" (305 mml ID, AC PIPE TO 12" (305 rrm)
ID, PVC PI PE.
FURNISH AND INSTALL TRANSITION COUPLING ADAPTORS TO
JOIN 12' (305 mm) ID, 45° DI ELBOW TO 12" (305 mm)
ID, PVC PIPE.
FURNISH AND INSTALL 12" ( 305 mm) (FLG X MJ) ADAPTORS.
FURNISH AND INSTALL 12" (305 mm) BUTTERFLY VALVE
(FLG X MJ) PER DETAIL I ON SHT NO 6.
SAWCUT AND REMOVE EXIST PAVEMENT AS NECCESSARY.
THIS INCLUDES AC, PCC, AND UNDERLYING REINFORCED
CONCRETE PAVEMENTS. REPLACEMENT PAVEMENT SHALL BE
CONSTRUCTED PER DETAIL NO 2 ON SHT 6.
PL ALL CONCRETE SIDEWALK, AND CURB & GUTTER DAMAGED ~ DURING CONSTRUCTION SHALL BE REPLACED. CONCRETE
SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT
TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE
CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED
IN CONFORMANCE WITH THE APPICABLE PROVISIONS OF
THE AGENCY HAVING JUR I SD I CT I ON OVER THE AREA. ALL
EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS.
C·3150
24' WATER TRANSMISSION
IN WEST COAST HWY AT NEWPORT BLVD
M.A. KRAMA
No. 44030
Exp. 6-30-0
CIVIL
3720 South Susan Street, Suite 200
Santa Ana,CA 92704 8/97 MAK CAL TRAN PERMIT PLAN AND PROFILE
7/17/97
44030 DATE
DATE BY
REVISIONS
CITY OF NEWPORT BEACH ___ .L__+-----+------, t-------1
PUBLIC WORKS DEPARTMENT
APP'D DESIGNED XXX
CHECKED XXX
DRAWN XXX
DATE 7/97
W-15281-8
SHEET 3 OF I 0
411'30'03 11 ±
!--
-~I;,,.)
. ,
I '
--EXIST 24" (610 mml
Cl PIPE (TO REMAIN).
~ REMOVE INTERFERING PORTIONS
L'..JOF EXIST 24" (610 mm) Cl PIPE.
I I
3. 00' •• ----0
9 1 5 mml•.
IN CLR ·-. __
DEFLECT JOINTS
TO JOIN EXIST PIPE
€XB
I
' I 2 ' I
NORTHERN CONNECTION 0
··\(_EXIST 24" (610 mm)
Cl PIPE (TO REMAIN).
INTERIM STAGE:
SOUTHERN ABANDONMENT
LINE I STA 10+47.257=
LINE 2 STA 20+08.508
' I
' I
' I
I
' I
' I
ill
8
6
REMOVE INTERFERING PORTIONS
~ OF EX I ST 12" (305 mm) AC PI PE.
SOUTHERN CONNECTION
PLANS PREPARED BY:
....... ~ MOFFATT & NICHOL ■■llf"'IIII E N G I N E E R S
3720 South Susan Street, Suite 200
Santa Ana,CA 92704
7/17/97
Ml HAEL A. 44030 DATE
DATE BY
REMOVAL NOTES~ u-CUT AND REMOVE EXIST PIPE .
0--REMOVE EXIST BUTTERFLY VALVE.
0-ABANDON IN PLACE EX I ST 24 11 (61 0 mm) WATER MA IN WI TH
CEMENT SURRY (ONE SACK).
CONSTRUCTION NOTES:
0-INSTALL 24" (610 mml ID, CML&C WELDED STEEL PI PE
PER DETAIL NO 2 ON SHT NO 6.
~ INSTALL 24" (61 0 mm> ID, 4' I 5' CML&C WELDED STEEL
~-ELBOW (PEl.
r";'\ I NS TALL 24" (61 0 mm) ID, I I' I 5' CML&C WELDED STEEL
\:!.,.r ELBOW (PEl.
0-INSTALL 24" (61 0 mml ID, 45' CML&C WELDED STEEL
ELBOW (PE).
r:;\_ INSTALL 24" (610 mm) BY 24" (610 mm) BY 12" (305 mml
\:!.,.r BY 12" (305 mm) ID, 87' 21' CML&C WELDED STEEL CROSS
(FLANGED AS INDICATED).
~ INST ALL DI SHED BULKHEAD FOR 24" (61 0 mm) ID, CML&C ~ WELDED STEEL PIPE PER DETAIL NO 4 ON SHT NO 5.
0-INST ALL TEST BULKHEAD FOR 24" (61 0 mm) ID, WELDED
STEEL PIPE PER DETAIL NO 4 ON SHT NO 5. AFTER
COMPLETION OF SUCCESSFUL PRESURE TEST, INSTALL
BUTT STRAP FOR 24 11 (61 0 mm) ID, WELDED STEEL PI PE
PER DETAIL NO 2 ON SHT NO 5. 0-INSTALL BUTT STRAP WITH 2 HANDHOLES FOR 24" (610 mm)
ID, CML&C WELDED STEEL PIPE PER DETAIL NO 2 ON
SHT NO 5.
fn\_ LAP WELD SLIP JO I NT FOR 24" (61 0 mml ID, CML&C ~ WELDED STEEL PIPE PER DETAIL NO I ON SHT NO 5.
fio\ ADDITIONAL PIPE LENGTH BEYOND WHAT IS SHOWN ~ PROVIDED FOR FIELD FITTING.
@-CONSTRUCT BRICK AND MORTAR CAP.
fiz' FURNISH AND INSTALL MECHANICAL JOINT CAP AND SLAVE
\.!_y SHACKLES TO ANCHOR TO EX I ST 24" (61 0 mm) CI PI PE.
Q_ FURN I SH AND INSTALL 12 11 (305 mm) ID, PVC PI PE PER ~ DETAIL NO 2 ON SHT NO 6.
@-FURNISH AND INSTALL 12 11 (305 mm) ID, 45' DI ELBOW
(MJ) AND THRUST BLOCK PER CNB STD PLAN 510-L-A.
@-FURNISH AND INSTALL TRANSITION COUPLING ADAPTOR TO
JOIN EXIST 12 11 (305 mm) ID, AC PIPE TO 12" (305 mm)
ID, PVC PI PE.
@-FURNISH AND INSTALL TRANSITION COUPLING ADAPTORS TO
JOIN 12" (305 mm) ID, 45' DI ELBOW TO 12" (305 mm)
ID, PVC PI PE,
@-FURNISH AND INSTALL 12 11 (305 mml (FLG X MJ) ADAPTORS.
~ FURN I SH AND INST ALL 12 11 ( 305 mm) BUTTERFLY VAL VE ~ (FLG X MJ) PER DETAIL I ON SHT NO 6.
C-3150
APPROVE 24" WATER TRANSMISSION
IN WEST COAST HWY AT NEWPORT BLVD
CONSTRUCTION DETAILS
APP'D DESIGNED DRAWN CITY OF NEWPORT BEACH W-5281-S l-----'---L----------_j_--1--------+------l _____ _,
REVISIONS CHECKED DATE PUBLIC WORKS DEPART~ENT SHEET 4 OF 10
--STEEL SPIRAL-WIRE REINFORCEMENT
OR RIBBON MESH REINFORCEMENT
PER THE SPECIAL PROVISIONS
"t" WELD
(TYP. l
I "
(25 m
MIN
1-1/2" (38 mm) LAP WITH
5" (127mm) MIN FLAT BELL
FIELD APPLIED
CEMENT MORTAR
2" (50 mml
MAX TYP
FOR TACK WELD
REINFORCING
TO CYLINDER
2" ( 50 mm) X 4" ( I 00 mml
X 12GA. WWM TACKWELD TO BUTT-STRAP
FIELD APPLIED
CEMENT MORTAR WELD PLUG TO CPLG.
ENTIRE LENGTH
I
/
~FI ELD APPL I ED
CEMENT MORTAR
2" (50 mm) X 4" (100
/ X 12 GA. WWM TACK
WELD TO COUPLING
) . ', -6" ( I 50 mml
mm)
EXISTING SHOP
APPLIED CEMENT t Ty p . >---++--5-/:._I -6 +-s
) . ,,
~_L__.----'--'--, HVY STEEL COUPLING
AND STEEL PLUG .. MORTAR COATING
~2'::-=zz=z2':'.;2::.:=:c=::;'.'.::c:::::z:::z:~~:2:72':::::~~:::2~-i-~'-----~~'0::s--::;:-~~~~~~~ -1 ( 6 mm J
1------+----,-----------___l______\-'-------'---"~-_____:_::...___, -j-] ( I ~ 2
~m)
EXISTING CENTRIFUGALLY
APPLIED CEMENT MORTAR
LINING
21 "
( 63 mm)
OPTIONAL WELD
FIELD APPLIED
CEMENT MORTAR
PER AWWA C-200 WITH
8" (200 mm) MIN
4" ( I 00 mml
TYP
NOTE:
6"
14"
PL. SAME
THICKNESS
AS STEEL
SHELL
(150 mm) MIN
(356 mml MAX
MORTAR TO BE CHIPPED
AS REO'D FOR WELDING
EACH BUTT STRAP REQUIRES 2 HANDHOLES PER DETAIL NO 3.
BUTT STRAP JOINT 2
'4 . . .
. . ' ' ' ' '
. '
•• t:. , . , . L,. ' • ' • l!,. ' ' . , . ., . : ' .
' . . . . ,
TYPICAL HANDHOLE 3 LAP WELDED SLIP JOINT
NTS EB (AT THE LOCATIONS SHOWN ON THE PLAN)
NTS
(2 REOU I RED EACH BUTT STRAP, I so· APART)
NTS
2: I SEMI -ELL IPSO I DAL
TEST HEAD
w
0...
0...
0
NOTE:
STEEL PL
2" (51 mml AIR VENT WITH
GATE AND CHECK VALVES.
~4" (102 mm) DRAIN WITH
GATE AND CHECK VALVES.
MORTAR LINING
COATING AS SPECIFIED
SEE TYPE I OR TYPE I I DETAIL
AFTER COMPLETION OF SUCCESSFUL PRESSURE TEST, REMOVE TEST
BULKHEAD AT STA 10+01.830 AND JOIN 24" (610 mm) WATER MAIN
WITH BUTT STRAP, ALL OTHERS TO REMAIN IN PLACE.
TEST BULKHEAD DETAIL 8
NTS
2" (50 mm)
MIN
TEST HEAD. FOR DETAILS
NOT SHOWN SEE TYPE I I
"t" THICK BAR
2" (50 mm)
TEST BULKHEAD WITHIN PIPE SECTION
TYPE I
TEST HEAD ------
BUTT STRAP OR
EXPANDED BELL
2" (50 mm)
MIN
CALCULATE THICKNESS BY ASME
BOILER AND PRESSURE VESSEL CODE,
PRESSURE VESSELS DIVISION I
R=0.06 ID PL (MIN) / r I 1T1/2 " ( 3 8 mm) M I N
r1-7 X 1.3T ,.______,
DRILL & TAP 4 HOLES EQUALLY
SPACED. PLUG WELD HOLES
ON COMPLETION OF TEST.
2t
TEST BULKHEAD AT END OF PIPE SECTION
TYPE II
C-3160
O!ED
PLANS PREPARED BY: 24" WATER TRANSMISSION
11....illllll..■ MOFFATT & NICHOL ■■111"111111 E N G I N E E R S
3720 South Susan Street, Suite 200
Santa Ana,CA 92704
7/17/97
44030 DATE
IN WEST COAST HWY AT NEWPORT BLVD
DATE_~1__,-1_.__7•---'l\~1 __ CONSTRUCTION DETAILS
CITY OF NEWPORT BEACH
1---'---_j__---------~-+-----+-----l ._ ____ _, PUBLIC WORKS DEPARTMENT
DATE BY
REVISIONS
APP'D DESIGNED
CHECKED
DRAWN
DATE
W-5281-S
SHEET 5 OF 10
I½" ( 38 mm) ----<
FINAL PAVING CAP
SAWCUT & TACK COAT (TYP)
REPLACE AC PAVEMENT IN KIND
(WEST COAST HIGHWAY) EXIST
PLUS I" (25 mm)
LIMITS OF 1-1/2" (38 mm) GRIND
1-1/2" (38 mm) FINAL PAVING CA
TRENCH WIDTH +48" (1.219 ml
2" 2"
LOCATION OF
SECOND SAWCUT
LOCATION OF
ORIGINAL SAWCUT
TRENCH WIDTH 2" 2"
0 ~00~~ 0 0,-[) 0 g0 ~o0~c:::, U o
ooO oo
EXIST AC PAVEMENT
EXIST BASE
o<::::,oo~c:::, ~o<;::ic::,
-----=~~7>"""--) ______ --;:::::~a,i,-=='====-BACKFILL (SEE
REPLACE BASE MATER I AL IN KI ND ~ .;;111=[ NOTE 5 BELOW)
(WEST COAST HIGHWAY) EXIST
PLUS I" (25 mm) 12" (305 mml Ml N "1l;rrj
'l-;[
NOTES:
6" (152 mml
MIN (TYP)
12" (305 rrrnl
MIN
I. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL
VERTICAL TRENCH WALLS.
2. MIN RELATIVE COMPACTION REQUIREMENTS SHALL CONFORM WITH ALL PERMIT REQUIREMENTS AND SHALL AT
NO TIME BE LESS THAN 95%.
3. BEDDING AND BACKFILL SHALL BE PER CNB STD PLAN 106-L AND PROJECT SPECIFICATIONS.
4. TRENCH WIDTH SHALL BE OD + 12" (305 mm) MIN OR OD +20" (508 mml MAX, INCLUDING TH I CKNESS OF
TRENCH SHORING OR SHEEETING.
5. WITHIN THE STREET RIGHT-OF-WAY (WEST COAST HIGHWAY), BACKFILL ABOVE THE BEDDING SECTION
SHALL BE I 1/2-SACK CEMENT SLURRY FOR WEST COAST HIGHWAY AND FOR SECTION OUTSIDE OF THE
RIGHT-OF-WAY, BACKFILL SHALL BE NATIVE (IF ACCEPTABLE TO THE SOIL ENGINEER) OR IMPORT
SOIL, BOTH OF WHICH SHALL BE COMPACTED TO AT LEAST 95% RELATIVE COMPACTION.
6. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION COMES WITHIN
•
3' (915 mm) OF THE OUTER EDGE OF THE PAVEMENT AGAINST THE GUTTER LINE OR CURB FACE, THE EXISTING
PAVING SHALL BE REMOVED TO THE GUTTER LINE OR CURB FACE AND THE PERMANENT PAVEMENT LAID TO
THE GUTTER LINE OR CURB FACE.
7. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN
3' (915 mm) FROM THE GUTTER LINE OR CURB FACE, THE CONTRACTOR IS TO SAWCUT THE EXISTING PAVING
12" (305 mm) BACK FROM THE EDGE OF THE TRENCH AND REMOVE THAT EX I ST I NG PAVEMENT BEFORE
PLACEMENT OF PERMANENT PAVING (INCLUDING BASE MATERIAL).
8. IN ADDITION, THE EXISTING PAVING IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 11/2" (38 mm)
(A MIN OF AN ADD IT I ONAL 12" (305 mm) OUTS I DE OF THE TRENCH). THE PERMANENT PAV I NG SHALL THEN
BE EXTENDED AS AN OVERLAY INTO THIS AREA. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED
BEFORE APPLICATION OF PERMANENT PAVEMENT. IF THERE IS LESS THAN 2" (51 mm) OF PAVEMENT AFTER
GRINDING, THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANENT PAVEMENT PLACED.
9. AC PAVEMENT TRENCH REPLACEMENT SHALL BE PLACED NO LESS THAN FLUSH WITH ADJACENT EXISTING
PAVEMENT. PR I OR TO PLACEMENT OF 11/2" (38 mm) FINAL AC CAP, THE PREVIOUSLY PLACED AC PAVEMENT
TRENCH REPLACEMENT SHALL BE GROUND ALONG WITH ADJACENT AC PAVEMENT AS SHOWN ABOVE.
I I. CONTRACTOR TO CLEAN STREET WITH WATER TRUCK AND SWEEPER PRIOR TO THE END OF EACH WORK DAY.
12. ALL STRIPING AND PAVEMENT MARKINGS REMOVED BY TRENCHING/REPAVING/GRINDING & CAPPING SHALL BE
REPLACED PER PROJECT SPECIFICATIONS.
TYPICAL TRENCH
N. T. S.
SECTION ffi
,A, KRAM
44030
. 6-30-
FINISHED GRADE
27
CONSTRUCTION NOTES:
0---INSTALL 24" (610 mm) BY 24" (610 mml BY 12" (305 mml
BY 12" (305 mm) ID, 87' 21' CML&C WELDED STEEL CROSS
(FLANGED AS INDICATED).
r::-:L FURN I SH AND INSTALL 12" (305 mml ID, PVC PI PE PER ~ DETAIL NO 2 ON SHT NO 6.
Q FURN I SH AND INSTALL 12" (305 mm) BUTTERFLY VALVE ~ (FLG X MJJ PER DETAIL I ON SHT NO 6.
@-FURN I SH AND INSTALL 12" (305 mml RESTRAINT GLAND (MJl,
EBAA IRON SERIES 2000 PV, OR APPROVED EQUAL.
(:;;;\_ FURNISH AND INSTALL VALVE BOX COVER PER CNB STD ~ PLAN 51 I -L .
@-FURN I SH AND INSTALL 8" (203 mm) PVC SCH 40 PI PE.
NOTES:
I. CONTRACTOR WILL BE REQUIRED TO PROVIDE ALL NUTS, BOLTS, WASHERS
AND GASKETS FOR THE BUTTERFLY VALVE.
2. ALL FLANGED BOLTS SHALL BE TYPE 316 STAINLESS STEEL COATED WITH
ANTI-SEIZE COMPOUND.
3. FOR VALVES IN THE STREET RIGHT OF WAY, THE LETTER "V-#" SHALL
BE CHISELLED IN 3" (76 mm) LETTERS,1/4 " ((6 mm) DEEP, ON THE
FACE OF THE CONCRETE CURB IN LINE WITH THE VALVE. WHERE# IS THE
NUMBER OF FEET THAT THE VALVE IS OFFSET FROM THE CURB FACE.
VALVE ASSEMBLY
N. T. S. CB
C-3150
PLANS PREPARED BY: AP ROVED 24' WATER TRANSMISSION
llli.......lllllllli....■ MOFFATT & NICHOL ■■■""Ill E N G I N E E R S
3720 South Susan Street, Suite 200
Santa Ana,CA 92704
7/17/97
44030 DATE
DATE BY APP'D
REVISIONS
DES I GNED
CHECKED
DRAWN
DATE
IN WEST COAST HWY AT NEWPORT BLVD
CONSTRUCTION DETAILS
CITY OF NEWPORT BEACH W-5281-8
PUBLIC WORKS DEPARTMENT SHEET 6 OF 10
0
0 +
I--.:I"
:X:N
(!) •
------------· ---... -___ .. _J:AC IF 1-C COAST .HWY--·--· -·-
(l. ., .. ____ -----
--·:\ \
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PACIFIC COAST /.~ -------(
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-----. /.,
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WORK SCHEDULE
MON-FRI
MON-FRI
AND
9=00
9=00
9:00
p
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p
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"CST" 26t25. 600'.•~~-'s:BK r
11 CCM 11 224+74.400 POT AHO
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PLANS PREPARED BY:
/
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·•-.,; "h-. "•-.. , ...
' \
·---,{
!
\
111..~IIJI MOFFATT & NICHOL ■■lllf"IIIII E N G I N E E R S
3720 South Susan Street, Suite 200
Santo Ano,CA 92704
7/17/97
44030 DATE
----!
/ {
//
··!'·,
--·-·
I
n
I
LEGEND
PZZZ/21
•• '-.
. ., .. ,, ...
i u
[i ,.
1!
ii !;
Ji I,
i'
'
Ii fi
!! I.
i
CONSTRUCTION AREA
INSTALL CHANNELIZER (5 m SPACING MAX)
TRAFFIC
INSTALL
INSTALL
,_ T -
i
I I
LANE
SIGN (AS SHOWN)
FLASHING ARROW BOARD
i l :
Tl i
. J
, . ., --·· .. ·-__i
m''(250')
STAGE I
C-3110
24' WATER TRANSMISSION
l---+--+-----------1---J~~Pft.•E:T~ t---1 N_W_E_S_T_c_o_A_S_T_HW_Y_A_T_N_EW_P_O_R_T_B_LV_D_-1
-8/97 MAK CALTRAN PERMIT MAK
DATE BY APP'D
REVISIONS
DArr//tyc«f 1"11997
DESIGNED DffAIN
CHECKED DATE
TRAFFIC CONTROL PLAN
CITY OF NEWPORT ■EACH
PUBLIC WORKS DEPARTMENT
w-1111-1
SHEET 7 OF 10
I
I
I
I I.
l
Ii
I
I
l
/
/
..
..
..
-------------
BEFO E 09/02/97
AFTER 09/02/97
WORK SCHEPULE
MON-FR I 19, 00 PM TO 5: 00 AM
MON-FRI 9•00 AM TO 3:00 PM
AND 9•00 PM TO 5100 AM
: ::!::: .. -----+---·-------· -·-·
---------... ---.. ·lt-.. -.-.. -.···: ·:·1:··:c: -----.. -"' -···-·-_ ·······-··-·· .i r
PACIFIC COAST HWY
···-·---·---·----···-·-~---·-:~.-·-··---····~·~ ~·~··-·-·~·:~·-· ---· ·_· -· _-··--·-.. -· r .. ---·-·.-·.·· ............ .
•••••••••••••• I ······-·········----·······-···········,···· ··,····· -· .··~=--~-·.~~~-··;··1 · ... ·.· -··:1 . ··:.:.
.
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..
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'
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'
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LEGEND
V 7 7 7 7 J CONSTRUCT I ON AREA
• INSTALL CHANNELIZER (5 m SPACING MAX)
TRAFFIC LANE
... INSTALL SIGN (AS SHOWN)
»> INSTALL FLASHING ARROW BOARD
SCALE= I= 500
\ \\\\\\\
' ,--! -+ LJ ... \ I I
!
1 !
·., _____ ...._ __ --·-----------·--------------
I
·--· --... ,, .. ----·--·--· -----______ ,,_,._, __ ,, FLASH I NG cti.RROW1 ,BOARD-
-· -·-------· _____ ,. ____ .. ------".:,=--~------
, .. -,--~--
' . ' . -. . ----
I ' ' ' ------··--·· ..... -~----·-· -----.. '
--- ----;..
t£"rm f-550' J
TAPER
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