HomeMy WebLinkAboutW_5290_S0-INDICATES AREA
SHONN ON
LOCATION MAP
VICINITY MAP
NOT TO SCALE
SYMBOL LEGEND
• POWER POLE
0 MANHOLE
tr FIRE HYDRANT
D METER BOX
------®---VALVE
ABBREVIATIONS
AC ASPHALT CONCRETE
AB NJREGATE BASE
ACP ASBESTOS CEMENT PIPE
APP'D APPRrNED
AVE AVENUE
BC BEGIN CURVE
BCR BEGIN CURVE RETURN
CIP CAST IRON PIPE
CMP CORRUGATED METAL PIPE
PONER POLE ANCHOR CONC CONCRETE
/j, CONST CONSTRUCTION
MONUMENT DIP DUCTILE IRON PIPE
DEPT DEPARTMENT -x-x-x-FENCE ONY DRIVEWAY
BLOCKWALL DU DUCT
0 E EAST
TREE S'LY SOUTHERLY
EC END CURVE
00 SHRUBBERY ELECT ELECTRIC
EX EXISTING
..LLL LLL _Lil 1LL ASPHALT PAVEMENT FE FLANGED END
i: :: : :\ :\ :\ :; :': :'.: FL FLANGED END BRICKWALK I ----I HOR HORIZONTAL . : .•... _·. _·. _· _· • :, CONCRETE INT INTERSECTION
~/.////~///~
/NV INVERT
BU/WING IF LINEAR FEET
MJ MECHANICAL JOINT
----EXISTING CONSTRUCT/ON N NORTH
-----PROPERTY LINE N'LY NORTHERLY
NTS NOT TO SCALE
NEW CONSTRUCT/ON PCC PORTLAND CEMENT CONCRETE
pp POWER POLE ---It---CENTERLINE PROP PROPOSED
PVC POLYVINYL CHLORIDE IP/PEJ ----5----SEWER LINE PVMT PAVEMENT
------w-WATER LINE RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
---G---GAS LINE RT RING TIGHT
RIW RIGHT-OF-WAY
--E--POWER LINE sea SEWER CLEAN OUT
SD STORM DRAIN -TEL-TELEPHONE LINE SECT SECTION
-TV--CABLEVISION LINE SHTS SHEETS
S'LY SOUTHERLY
-SP--SPRINKLER SYSTEM SMH SEWER MANHOLE
ST STREET
:0: STREET LIGHT STL STEEL
TR TRACT
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
w WEST
W'LY WESTERLY
EMERGENCY TELEPHONE NUMBERS
AGENCY NUMBERS
Underground Service Alert
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
634-0251
895-0221
611
644-3011
962-2411
542-6222
CITY OF NEWPORT BEACH /UT/UT/ES DEPT J
ORANGE COUNTY SANITATION DISTRICT
COMCAST CABLEVISION
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~
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LOCATION MAP
SCALE: I'~ 150'
PUBLIC WORKS DEPARTMENT
LEGEND
APPROVED: a,,&
CITY ENGIN ER
PROPOSED TRANSMISSION MAIN
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CfTY OF NEWPORT BEACH BOUNDARY
EXISTING 8-INCH
WATER MAIN
' WESTCLlfF PLAZA -, I
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LJ(Q)
C-3450
R.C.E. 36106
R.C.E. 24967
JVJE'.SA
DATE: s-1,-o'f
DATE: ~" /os
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PROPOSED 12-/NCH
TRANSMISSION MAIN
EXISTING 16-/NCH ~ [ ~
WATER MAIN :::, :5
_,---.. ___ J
MAR LN£$-$\
&I ~JI/JJZM~J'.)\{?:Y _:
-s:r;tJBoL>' '., ----MARJNF'RSrl'-/
_Y, PARK -~
APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN □cs HORIZONTAL CONTROL STATION GPS NO 6253 AND NO 6254 BEING N48'57'30"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. ®Call, TOLL FREE
1-800
422-4133
COMMUNfTY CABLEVISION
542-3975 AFTER 6:00 PM
720-4040 ·~a,uJ~L TRNSPIJRTATION ANO iRCE 22045
L.ZJ:..a«~•-~J,u.~:.Lfl~~,~ rG.... L; , \,Ji,, .. _
UTILITIES DIRECTOR RCE 25553 ~RVICES
BENCHMARK: ELEVATIONS ARE BASED UPON ORANGE COUNTY SURVEYOR
BENCHMARK NO. NBG-13-70 BEING 79.268 FT PER NORTH AMERICAN VERTICAL
DATUM OF 1988 INAVD 881, OCS 1995 ADJUSTMENT
TWO WORKJNG OAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT /-800-422-4133 DEVELOPMENT SERVICES
0
GENERAL NOTES
I. THE CONSTRUCTION OF ALL PUBUC /MPRrNEMENTS 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 1997 EDITION.
2. STATIONING REFERS TO PIPE STATIONING.
3. EXISTING UNDERGROUND UT/UT/ES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIEW PRIOR TO BEGINNING
CONSTRUCTION OF NEW FACIUTIES.
4. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FNE 15! FEET IN DEPTH SHALL BE EFFECTIVELY
GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EOUNALENT MEANS. TRENCHES OR
EXCAVATIONS LESS THAN FIVE 15! FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES
THAT HAZARWUS GROUND MOIEMENT MAY BE EXPECTED.
5. THE CONTRACTOR/SJ SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN
NOTE 4 ABOVE FROM CAL-OSHA.
6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. ALL SAND USED FOR BEDDING
SHALL BE MINIMUM 30 SE
7. ALL WATER MNN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MINJ UNLESS OTHERWISE
SPECIFIED. ALL WATER MNN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION
207-92..6 OF THE STANDARD SPECIFICATION. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE
WITH 10 MIL VINYL TAPE.
8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CfTY OF
NEWPORT BEACH STD-510-L.
9. WATER MNNS SHALL HAVE A MINIMUM OF 36'0F CrNER FROM FINISHED SURFACE.
10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY
FIRE HYDRANTS AT 1714! 644-3/06.
II. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADIANCE OF ALL LANE CLOSURES.
12. ALL FLANGE JOINTS SHALL BE JOINED UTILIZING TYPE 3/6 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD
BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER.
/3, FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MNN CONSTRUCTION SHALL HAVE ALL THREADED
PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL.
14. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED
UTIUZ/NG TYPE 3/6 STAINLESS STEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND
OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED
LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND.
15. BOLTED CONNECTORS FABRICATED FROM TYPE 3/6 STAINLESS STEEL SHALL HAVE ALL THREADED PARTS COATED
LIBERALLY WITH AN APPRrNED ANTI-SIEZE COMPOUND.
16. ALL BOLTED AND THREADED FASTNERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND
SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS
ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN
CERTIFICATION FROM THE MANUFACTURER.
fT. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE
OF PERFORMING ANY WORK AT 644-33/I FOR f'UBLIC WORKS, 644-3011 FOR UT/UT/ES.
/8. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTNICES.
/9. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RET NNER GLANDS.
20. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT
OF CONSTRUCTION.
2/. THE r':mirRACTOR SHALL INSTALL ON NEW PVC WATER MAIN A 10 GUNJE INSULATED TRACING WIRE PER
INSTRUCTIONS FOR UT/UT/ES REPRESENTATIVE, LOREN LOVE 1949! 718-3410.
22. THE CONTRACTOR SHALL MO/£ AND RELOCATE METER BOXES TO PROPERTY UN£. THE CONTRACTOR SHALL ADJUST
THE WATER SERVICE ON THE PRIVATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CfTY OF
NEWPORT BEACH STANDARD DRAWING STD-502-L
CONSTRUCT/ON NOTES
CONSTRUCT /2-/NCH DIAMETER C-900 PVC WATER
MAIN (SDR-14/PER TRENCH DETNL ON SHEET 5
0 REMrNE EXISTING WATER SERVICE LINE FROM THE
EXISTING MAIN TO THE WATER METER
INST AU 16" X 12" /FE X FEJ DUCTILE IRON REDUCER
REMO/£ INTERFERING PORTIONS OF EXISTING Pf PE,
VALVES AND APPURTENANCES
@ INSTALL 8" LONG BODY TRANSITION COUPLING
/PvC X ACP! 0 INSTALL 2" METER SERVICE PER CITY STD-503-L
0 INST ALL 12" X 6' DUCTILE IRON TEE (MJ X FE!
® INSTALL /2" X 6' DUCTILE IRON TEE !FE X FE!
0 INST ALL 12" X 8" DUCTILE IRON TEE (FE X FE!
0 INST ALL 12" DUCTILE IRON TEE !FE X FEJ
0 INST ALL 6' CLASS /50 /FE X MJ! RESILIENT WEDGE
GATE VALVE WfTH VALVE BOX AND RISER PER CfTY
STD-508-L, STD-510-L-C. ANO STD-511-L
0 INSTALL 8' CLASS /50 (FE X MJJ RESILIENT WEDGE
GATE VALVE WITH VALVE BOX AND RISER PER CITY
STD-508-L, STD-510-L-C. AND STD-511-L
@ INST ALL 12" CLASS /50 (FE X MJJ RESILIENT WEDGE
GATE VALVE WfTH VALVE BOX AND RISER PER crrr
STD-508-L, STD-510-L-C AND STD-511-L
0 CONSTRUCT THRUST BLOCK PER CfTY STD-5/0-L
@ REMOVE EXISTING FIRE HYDRANT AND RETURN TO
THE UTILITIES YARD AT 949 W.16TH STREET
@ INSTALL NEW FIRE HYDRANT ASSEMBLY PER CfTY
STD-500-L. FIRE HYDRANT SHALL BE JONES J-3700R
@ INST ALL 12" /FE X MJJ DUCTILE IRON ADAPTER
@) INST ALL 12' X 8' /FE X FE! DUCTILE IRON REDUCER
@ INST ALL 12", 90" DUCTILE IRON BEND (MJ X MJ!
SHEET INDEX
@ CONSTRUCT 6-/NCH DIAMETER C-900 PVC WATER
SERVICE /SDR-/BJ FROM PROPOSED MAIN TO
EXISTING 6-INCH METER VAULT
® ABANDON EXISTING 8-INCH WATER MNN
@ INST ALL /2" LONG BODY TRANSITION COUPLING
/PvC X ACP!
@ INST AU 6" LONG BODY TRAJ/SIT/ON COUPLING
/PvC X ACP!
@ CONSTRUCT 8-/NCH DIAMETER C-900 PvC WATER
MAIN ISDR-14!
@ CONSTRUCT 2-INCH NR/VACUUM RELEASE VALVE
PER DETNL ON SHEET 5
@ INST ALL 6' DUCTILE IRON BLIND FLANGE
@ INSTALL 6-/NCH DIAMETER C-900 PVC WATER
MAIN (SDR-/4)
@) INST ALL IZ', 225 DUCTILE IRON BEND IMJ X MJ)
@ INSTALL IZ' DUCTILE IRON TEE /MJ X FE!
@ CONSTRUCT 12-INCH DIAMETER MLCCSP
@ WELD-ON 16" X 12' FLANGE
@ INST AU 12' X 6' DUCTILE IRON TEE /FE X MJ!
@ INSTALL 6'DUCT!LE IRON TEE (FE X FEJ
@ INSTALL 6'/FE X MJJDUCTILE IRON ADAPTER
SHEET DESCRIPTION * FOR SEWER CONSTRUCTION NOTES SEE SHEET 6
I TITLE SHEET
2 PLAN & PROFILE -/RV/NE AVE BETWEEN SHERINGTON PL & CABRILLO ST.
3 PLAN & PROFILE -/RV/NE AVE BETWEEN CABRILLO ST & BROADWAY ST.
4 /RV/NE AVE. BETWEEN BROADWAY ST & DOVER DR
5 DET NL SHEET
6 PLAN & PROFILE -/RV/NE AND DOVER SEWER IMPROVEMENT
7 PLAN & PROFILE -WESTCLIFF & DrNER BRIDGE 12-/NCH WATER MNN REPLACEMENT
8 TRAFFIC CONTROL PLAN, /RV/NE & WESTCLIFF DR.
9 TRAFFIC CONTROL PLAN, /RV/NE AVE BETWEEN fTTH & 19TH ST.
fil //!fJ/04 REVISE LOCATION OF SEWICES PER AS-BUILT
& /0//!fJ/ REVISE S&Eff INVEffT Pm AS-BIJ/LT AS-BUILT
DESIGNED AC DRAWN AC DATE BY DESCRIPTION APP'D W-5290-S
CHECKED OATo
SC 05/12/03 REVISIONS SHEET 1 OF 9
' '\
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SEE DETAIL A ON
SHEET 5
70
• 'cl
I
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77 72
EXISTING; SlfJE;YlN..K ' ' ', '
EXISTING' CURB
& G/JTTER
SHERINGTON PLACE
PROPOSED 12-INCH
WATER MAIN
0
CONSTRUCT/ON NOTES
CONSTRUCT 12-/NCH DIAMETER C-900 PVC WATER
MNN (SDR-14! PER TRENCH DETAIL ON SHEET 5
@ REMOVE EXISTING WATER SERVICE LINE FROM THE
EXISTING MNN TO THE WATER METER
0
0
®
0
INSTALL Z' METER SERVICE PER CITY STD-503-L
INSTALL 12' X 6" DUCTILE IRON TEE (MJ X FE!
INST ALL IZ' X 6' DUCTILE IRON TEE (FE X FE!
INSTALL 6'CLASS 150 !FE X MJ!RESIUENT WEDGE
GATE VALVE WITH VALVE BOX AND RISER PER CITY
STD-508-1.., STD-510-L-C, AND STD-511-L
,--, ----~-✓~----~~✓
INST ALL 8' CLASS 150 /FE X MJ! RESILIENT WEDGE
GATE VALVE WITH VALVE BOX AND RISER PER CITY
STD-508-1.., STD-510-L-C, AND STD-511-L
@INSTALL l2"CLASS 150 !FE X MJ!RESIUENT WEDGE
GATE VALVE WITH VALVE BOX AND RISER PER CITY
STD-508-L. STD-5/0-L-C AND STD-5/1-L
®
@
@
CONSTRUCT THRUST BLOCK PER CITY STD-510-L
REMOVE EXISTING FIRE HYDRANT AND RETURN TO
THE UTILITIES YARD AT 949 W. 16TH STREET
INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY
STD-500-L. FIRE HYDRANT SHALL BE JONES J-3700R
REMOVE INTERFERING PORTIONS OF
VALVES AND APPURTENANCES
EXISTING PIPE.
CONSTRUCT 8-/NCH DIAMETER C-900 PVC WATER
MNN /SDR-14!
11:c, @ INST ALL 12", 225 DUCTILE IRON BEND !MJ X MJ!
@ INST ALL 12" X 8" DUCTILE IRON TEE (MJ X FE!
13 14
17th STREET
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/
WESTCLIFF DRIVE
INST ALL 8' X 6' DUCTILE IRON TEE !MJ X FE!
INST ALL 8" DUCTILE IRON BLIND FLANGE
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SCALES
HOR!Z: I"" 40'
VERT: r" 4'
15
15
SEE DETAIL B
ON 5/dEET 5
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16
/RV/NE
(
,J.J,p'
17
AVENUE
z. re re
46214 :o
12-31-06
18 19
CABRILLO STREET
PROPOSED' '12-INCH
WATER MAJN
PLA7A
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AS-BUILT
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EX/STING S/QEW ALK
& 0/2.0/04 REVISE LOCAT KJN OF SER/ICES PER AS-BWLT
DATE BY DESCRIPTION APP'O DESIGNED
CHECKED
AC
20 21
EXIS'f/NG SIDEWALK,
EXISt✓NG CURB ( & GUTTER '
/
46214
DRAWN
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DATE
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/RV/NE AVENUE 12-/NCH
TRANSMISSION MAIN REPLACEMENT
PLAN & PROF /LE
STA. 10+00.00 TO STA. 2/+00.00
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
W-5290-S
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i
REVISIONS SHEET 2 OF 9 '-" '------------------------------------------------------------------------------------------------------------------------------------L-------------------------.L----....;s::;c.J... __ _:o:;:5::;;tt~z_;.;10:::3:.i. _________________ ,_ _______ ...J r;:
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27 22
SEE/ CONNECTION DETAIL C
ON SHEET 5
23 24
ABBIE WAY
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EXISTiNG SIDEWALK ' '
EXIST/NG CURB
, & GUfTER
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26
---
SCALES
HORI Z: I' • 40'
VERT: I"· 4'
27
18th STREET
}-Slff: DETAIL JJ
1' ON 'SHEET 5
-ct f-.-V) =+:::===-~~---=:,'~"'---'---=-~~
0
C!!Y OF -COS-TA MESA --------------NEWPORT BEACH
CONSTRUCTION NOTES
CONSTRUCT 12-/NCH DIAMETER C-900 PVC WATER
MAIN (SDR-/4! PER TRENCH DETAIL ON SHEET 5
EXISTING CURB
& GUTTER
EXISTING SIDEW~;7
/RV/NE
I
AVENUE
\e
PROPOSED 12-INCH
WATE1'1 MAIN \
MARJNF"RS
APARTJVJF"NTS
@ CONSTRUCT NEW 4' METER SERVICE INCLUDING 4' NC
C-900 WATER MNN
@ REMOIE EXISTING WATER SERVICE UN£ FROM THE
EXISTING MNN TO THE WATER METER ®
INST ALL 12' CLASS 150 (FE X MJ! RESIUENT WEDGE
GATE VALVE WITH VALVE BOX AND RISER PER CITY
STD-508-L. STD-5/0-L-C AND STD-511-L @ INSTAU 12" X 4" DUCTILE IRON TEE (MJ X FE!
®
INST AfL 2" METER SERVICE PER CITY STD-503-L
INST ALL 12" X 6' DUCTILE IRON TEE (MJ X FE!
INST AfL 12" X 8' DUCTILE IRON TEE /FE X FE!
INST AfL 6' CLASS 150 !FE X MJJ RESIUENT WEDGE
GATE VALVE WITH VALVE BOX AND RISER PER CITY
STD-508-L. STD-510-L-C, AND STD-511-L
INST ALL 8' CLASS /50 !FE X MJJ RESIUENT WEDGE
GATE VALVE WITH VALVE BOX AND RISER PER CITY
STD-508-L. STD-5/0-L-C, AND STD-51/·L
CONSTRUCT THRUST BLOCK PER CfTY STD-5/0-L
@ REMOVE EXISTING FIRE HYDRANT AND RETURN TO
THE UT/UT/ES YARD AT 949 W. 16TH STREET
@ INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY
STD-500-L FIRE HYDRANT SHALL BE JONES J-3700R
@ CONSTRUCT 6-/NCH DIAMETER C-900 NC WATER
SERVICE !SDR-14! FROM PROPOSED MNN TO
EXISTING 6-INCH METER VNJLT
@ CONSTRUCT 6-INCH DIAMETER C-900 NC WATER MNN
!SDR-14!
(@) INSTAU 6' X 4' DUCTILE IRON REDUCER !MJ X MJ!
i---~~~-
1
MARINERS DRIVE
0:,
-----·7-
R/W _/
EXISTING CURB
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4
8
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ABANDON
EXISTING
8'W/ACP! -""-----
Mk---1 2 41 2 3
DETAIL£
NOT TO SC/lLE
28
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29
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29
PROPOSED 12-INCH
WATER MAIN ' )
JVIARJN.ERS
F"LF"J\/JF"NTARY
SCHOOL
I J
'
30
MAGNOLIA STREET
I
I
30
EXISTING CURB
& GUTTER
' ,. '
' ·1
l
1
EXISTING SIDEWN:K
/RV/NE AVENUE
AS-BUILT
/20/04 REVISE UJCATJON OF SER.IJCES PER "5-BIJllI
DATE BY DESCRIPTION
REVISIONS
37 32
EXISTING SIDE:W-ALK ~.,,-t ' EXISTING CURB
& GUTTER I ' ," I C _, ·L-~
-c -
,. ----
-c rrY or -COST!// rfE$A
,_-~_££Pt_ of -NEWP.Q!Jf c8EW:Tt-f:,, ,,__ ~"------~ ---'--
32
APPROVED
33
lJJ lJJ V)
lJJ
3: ---.I
C-3450
!RV/NE AVENUE 12-/NCH
TRANSMISSION MAIN REPLACEMENT
APP'D DESIGl>ED
AC
DRAWN
CHECKED DATE
SC
AC
05/12/03
STA.
PLAN & PROF /LE
21+00.00 TO ST A.
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
33+00.00
W-5290-5
SHEET 3 OF 9
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BROADWAY STREET
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£XI-STING CURB
& GUTTER
EXISTING SIDEWALK
EXISTING SIDEWALK
/RV/NE AVENUF
FLOWER STREET
/TY r!JF EfJST A 'fiJESA
t _,J:JF 11£WPORK -,
PROPOSED /2-/NCH
WATER MAIN
PROPOSED 8-/NCH SEWER MAIN
SEE SHEET 6
MARJNERS
PAR!<
38
:I
H0RIZ:
VERT:
39
EXIS71/NG• S/DEWALK
' -' EXISTING CURB
J,' & GUTTER ;L:~~ 1 _+-
fl/W
-~
1EX!STING CURB
& GUTTER
12
13
EXISTING SIDEWALK--.;...1-'"-'
I ,
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DOVER DRIVE
19th STREET
I
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:I
46214
12-31-06
~
I: C IV I I-o'<-"'"
OF CAU~
0
0
0
®
®
CONSTRUCT/ON NOTES
CONSTRUCT 12-/NCH DIAMETER C-900 PVC WATER
MAIN /SDR-14! PER TRENCH DETAIL ON SHEET 5
INSTALL 2' METER SERVICE PER CITY STD-503-L
INSTALL 12' X 6" DUCTILE IRON TEE (MJ X FE!
INSTALL /2' X 6" DUCTILE IRON TEE (FE X FE!
INST ALL 6' CLASS 150 (FE X MJ) RESIUENT WEDGE
GATE VALVE WITH VALVE BOX AND RISER PER CITY
STD-508-L, STD-510-L-C, AND STD-5//-L
@INSTALL !,':CLASS 150 (FE X MJ!RESILIENT WEDGE
GATE VALVE WITH VALVE BOX AND RISER PER CITY
STD-508-L. STD-510-L-C AND STD-5//-L
(ij) CONSTRUCT THRUST BLOCK PER CITY STD-510-L
@ REMOVE EXISTING FIRE HYDRANT AND RETURN TO
THE UTILITIES YARD AT 949 W. 16TH STREET
AS-BUILT
0/20/ REVISE WCfl/ON OF SER,'ICES PER AS-BUILT
DATE
DATE BY DESCRIPTION DESIGNED DRAWN l'flP'D AC
REVISIONS CHECKED DATE
SC
@INST ALL NEW FIRE HYDRNIT ASSEMBLY PER CITY
ST0-500-L FIRE HYDRANT SHALL BE JONES J-3100R
@ INST ALL 12' (FE X MJ! DUCTILE IRON ADAPTER
@ INST ALL 16" X 12' /FE X FE! DUCTILE IRON REDUCER
@ REMOVE INTERFERING PORTIONS OF EXISTING PIPE,
VALVES NID APPURTENANCES
@ ABN/DON EXISTING 8-/NCH WATER MAIN
@ INST ALL 6" DUCTILE IRON BLIND FLANGE
@ INST ALL 12' X 6' DUCTILE IRON TEE (FE X MJ!
@ INST ALL 6' DUCTILE IRON TEE (FE X FE)
@) INST ALL 6' /FE X MJ! DUCTILE IRON ADAPTER
C-3450
/RV/NE AVENUE 12-/NCH
TRANSMISSION MAIN REPLACEMENT
46214 PLAN & PROFILE
STA. 33+00.00 TO ST A. 39+68.00
AC CITY OF NEWPORT BEACH W-5290-S
PUBLIC WORKS DEPARTMENT SHEET 4 OF 9 05/12/03
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• C
COW MILL I 112' OF EXISTING AC
AND PLACE I 112' AC OVERLAY
FOR AC.STREETS.OVERLAY ENTIRE SECr!ON
SHOWN WfTH I /12 'A£.OVERLAY. GRIND EXIST.
STREET 5' MIN.FROM EACH EDGE OF GIJTTER OR
CURB FACE
EX.PAVEMENT
.. . - - -. -. . . . . . . . . . . -I' MIN.
_-._._ . .,
NOTE 6
/AT PAVEMENT SURFACE!
TRENCH SHEETING OR SHORING 1/
IF USED
""' UNDISTURBED SOIL TYPICAL 3,
i:o
0.4 OJJ.
TRENCH DETAIL A
COLD MILL I /12' OF
EXISTING AC AND PLACE
I 112" AC OVERLAY
N.TS.
REPLACE WITH f' THICKER AC SECTION THAN EXISTING AC SECTION /COMP 907. Ml/NJ
24' & VARIES
·--T7
I .• ·'----1· -• . --
L : : • • -~.re m ~ \ NOTE
i-.--'-C.=..c..=C.....C---~
I' MIN.
/AT PAVEMENT SURFACE!
REPLACE WITH I' THICKER
A£.SECTIONS.THAN EX.AC.
SECTION /COMPACTION 907. MINJ
REPLACE ?.CC.SECTIONS WITH
MINIMUM OF 8·/NCH SECTION.
6'MIN. --
0.0./PIPE BARREU --
WATER TRENCH-►
EXISTING_/~
8'WIACP! co -
R/W
I
EXISTING CURB
& GIJTTER
EXISTING
SIDEWALK
Iii EXISTING ----.liJ
6"WIACPJ
8"-6' 31'
ICY WIDTH
EX.PAVEMENT
0.4 0.0.
6'
TRENCH DETAIL B
N.TS.
/0
' ----------------------'
WESTCLIFF DRIVE
DETAIL B
NOT TO SCALE
II
5
/0
_· ._._ . .,
NOTE 6
I' MIN.
/AT PAVEMENT SURF ACE!
i-----SEWER TRENCH
~--6"MIN.
NOTES:
!. TRENCH WIDTH SHALL BE O.D.• /2' MINIMUM,OR
G.D.• 20" MAXIMUM,INCLUDING THICKNESS OF
TRENCH SHORING OR SHEETING.
2 BACKFILL SHALL BE PER STANDARD SPECIFICATIONS
SECTION 306·/.3,EXCEPT THAT RELATIVE COMPACTION
SHALL BE 90 PERCENT MINIMUM.
3
4.
5.
WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE
CONTRACTOR SHALL SUBMfT TO THE ENGINEER FOR
APPRWALDRAWINGS WITH SUBST ANT/AT/NG ENGINEERING
CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE
STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN
IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT
PRWIDED IN THE CONTRACT.
BEDDING SHALL BE PER STANDARD SPECIFICATIONS
SECTION 306-/.2J,EXCEPT THAT,
IA! CLASS /00-£-/00 SLURRY Mlif BE SUBSTfTUTED
FOR SHAPED BEDDING AT THE CONTRACTOR'S
OPTION AND SOLE EXPENSE.
18! HAUNCH BEDDING SHALL BE HAND TAMPED TO 907.
RELATIVE COMPACTION MINIMUM FOR PVC.RPM,
HOPE.AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS.
WHEREUPON THE REMAINDER OF BEDDING /ABOVE-
SPRINGUNE! MAY BE COMPACTED CONCURRENTLY
WfTH THE BACKFILL
TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE
PAVEMENT SHALL BE PER ST ANOARD SPECIFICATIONS
SECTION 306-1.5,EXCEPT THAT CONCRETE SHALL BE 8"
THICK MINIMUM CLASS 560-C-3250.
6. IF MAIN UNE TRENCHES RESULTS IN PAVEMENT WIDTH OF 5'
OR LESS.PAVEMENT SHALL BE REMOVED TO EDGE OF GUTTER.
7. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT
SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-15.
EXCEPT THAT:
IA! ASPHALT CONCRETE SHALL BE PLACED IN UFTS NOT TO
EXCEED 4' THICK.
/8! APPLY TACK COAT ANO FEATHER NEW PAVEMENT AS
NECESSARY TO SEAL THE CONTACT JOINT AND £UM/NATE
PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE
I
RIW7
EXISTING CURB
& GIJTTER
CONT ACT JOINT,
/0
DETAIL C
NOT TO SCALE
CfTY OF NEWPORT BEACH
BOUNDARY
10 I
('oJ
----==:il
m
l!k----PROTECT EXISTING l!I 4'TEL IN PLACE
----~--------·-··--·-··-··-··-··-··~t-··-·-··-·
I
.I
l!I EXISTING-~l.W
8'\VIACP! 1.
I
/0
/5 rr, ' l!I
l!I ------=---=--=-----lll __ _
-- --~ ==t:I =--= :=;,____,_ --'zl' ~ II ~
111 l EXISTING l!I B'W(ACPJ
l!I
40'-0' .1
DETAIL A
NOT TO SCALE
1 •
f'-(J'
·1
Lu
~" 0 0:: 23a:'
i:o 0 Q. • ✓ ' ~V\ '--
-----< 2
v,cl>
Vlc:, cio'. /3
to
2'X2'X6' ! THICK CONCRETE
PAD
9 17. MIN. SLOPE
5
2" AIR/VACUUM DETAIL
NOT TO SCALE
GENERAL NOTES
/, ALL COPPER FITTINGS SHALL BE SILVER SOLDERED.
2.. PAINT COVER INSIDE AND OUTSIDE WfTH TWO COATS "WHITE'
GLOSS ENAMEL PAINT.
3. REINFORCE CONCRETE SLAB WITH W/.2 X W/.2 WELD WIRE
MESH.
4. ASSEMBLY SHALL BE LOCATED SO AS TO HAVE THE MIN. IMPACT
ON PEDESTRIAN TRAFFIC. USE "ALTERNATE ORIENTATION' IN
SIDEWALK AREAS. WHERE SPACE PERMfTS, SET IN BK:K OF
SIDEWALK. FOR ALTERNATE ORIENTATION, REFER TO STD-5/5-L
2.4'
I i ~ :;i
~
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5
7
0
0
0
0
®
0
0
@
0
AIR/VAC CONSTRUCT/ON NOTES
INST ALL /2', 10 GUNJE STEEL VENTED PIPE COVER, WELD 114 "
PLATE TO TOP, PROVIDE 4 ANCHOR LUGS AT BOTTOM, HOT DIP
GALVANIZE AFTER FABRICATION THEN PAINT. AIR HOLES HAVE A
3/4 ' DIAMETER
2' AIR AND VACUUM REUEF VALVE, APCO MODEL NUMBER I43C.2 OR
/45C.2, OR CRISPIN UUO OR UL20
INST ALL VALVE BOX COVER AND RISER PER STD-511-L
INST ALL 2' COPPER TUBING TYPE 'K'
INSTALL 2' 9C1 WROUGHT COPPER ELBOW
INSTALL 2" BRONZE BALL VALVE, JONES J·/995 WfTH J·/90/W NUT
INSTALL BRONZE DOUBLE STRAP SERVICE SADDLE, JONES J-P9 OR
FORD FIOIB WITH IP. THREAD
INSTALL 2" CORP. STOP, IP THREAD INLET X FIP OUTLET, JONES J-I500
INSTALL WROUGHT FEMALE ADAPTER. (COPPER X FEMALE NPT!
@) INSTALL /12 • DIAMETER STAINLESS STEEL ANCHOR BOLTS SET IN
CONCRETE SLAB
0 INSTALL 2" THREADED BRASS NIPPLE, MIP, METER FLANGE ONE ENO
@ INSTALL 114 • DIAMETER STEEL ROD HANDLES. FILLET WEW TO TOP
COVER PLATE
@) INSTALL 2' SCHEDULE 80 PVC THREADED NIPPLE, MIP, METER FLANGE
ONE END
CONSTRUCT/ON NOTES 0 CONSTRUCT /2·/NCH DIAMETER C-900 PVC WATER
MAIN (SDR-I4! PER TRENCH DET /JJL ON SHEET 5
0 INSTALL /2' X 6' DUCTILE IRON TEE IMJ X FE)
® INSTALL 12' X 6' DUCTILE IRON TEE /FE X FE!
® INSTALL /2" X 8' DUCTILE IRON TEE /FE X FE!
(j) INST ALL 12" DUCT/Lt IRON TEE /FE X FE!
@ INSTALL 6' CLASS /50 /FE X MJJ RESILIENT WEDGE
GATE VALVE WITH VALVE BOX AND RISER PER CITY
STD-508-L STD-5/0-L-C, AND STD-51/·L
® INST ALL 8' CLASS /50 /FE X MJJ RESIUENT WEDGE
GATE VALVE WfTH VALVE BOX AND RISER PER CITY
STD-508-L, ST0-5I0-L-C, AND STD-511-L
@ INST ALL 12' CLASS /50 /FE X MJJ RESIUENT WEDGE
GATE VALVE WITH VALVE BOX AND RISER PER CITY
STD-508-L STD-5/0·L-C AND STD-51/·L
I_..\ EXISTING
36'50 (jj) CONSTRUCT THRUST BLOCK PER CITY STD-5I0-L
@ INST ALL 12" X 8' /FE X FE! DUCTILE IRON REDUCER
@ INST ALL /2", 90' DUCTILE IRON BEND IMJ X MJJ
\
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27' EXISTING CURB
& GUTTER
·: /6' i i ! ~ i r ff'. •
EXISTING -41-+--+H----i• i I
B'WrACPJ '•1 I I I W 60'
MARINERS DRIVE
DETAIL D
NOT TO SCALE
------,,.-/ -------
/ ,,-
/ / /
I; --
! I ,,
I I SIDEWALK
I I
I I ' I I I
I I •
@) REMOVE INTERFERING PORTIONS OF EXISTING PIPE,
VALVES AND APPURTENANCES
@ INST ALL 8' LONG BODY TRANSfTION COUPLING
/PVC X ACPJ
@ ABANDON EXISTING 8·/NCH WATER MAIN
@ INSTALL 12' LONG BODY TRANSfTION COUPUNG
/PVC X ACP!
@ INST ALL 6" LONG BODY TRANSITION COUPLING
/PVC X ACP!
@) CONSTRUCT 8-/NCH DIAMETER C-900 WATER MAIN
/SDR·/4!
@CONSTRUCT 2·/NCH AIR/VACUUM RELEASE VALVE
PER DETAIL ON SHEET 5
@ CONSTRUCT 6-/NCH DIAMETER C-900 WATER M/1/N
rSDR-/4!
AS-BUILT & @INSTALL 6', /11/4' DUCTILE IRON BEND (MJ X MJJ
14
2-31-06
~
C,V\\-r:fs+
F CALI'
& 0/20/
DATE BY
REVISE LDCATJON OF SEFMCES PER flS-BUILT APPROVED
u
DATE
DESCRIPTION APP'O DESIGNED
REVISIONS CHECKED
. , . NO.
:;i-13-o'r
DRAWN oc
DATE
SC
@ INSTALL 8', 22 I/Z DUCTILE IRON BEND IMJ X MJJ
46214
AC
05/12/03
C-3450
/RV/NE AVENUE 12-/NCH
TRANSMISSION MAIN REPLACEMENT
DETAILS
CITY OF NEWPORT BEACH W-5290-S
PUBLIC WORKS DEPARTMENT SHEET 5 OF 9
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BROADWAY STREET EXISTING SIDEWALK
I EXISTING CURB C I & GIJTTER '
-• R/W c-1=
EXISTING CURB
& GUTTER
'
EXISTING SIDEWALK
CONSTRUCTION NOTES
CONSTRUCT NEW 8-INCH PVC GRAVITY SEWER PIPE !SDR-35),
SUBSTITIJTE 3/8" CRUSHED ROCK IN UEU OF SAND FOR PIPE
BEDDING
@ INSTALL NEW 6-INCH PVC (SDR-35! SEWER LATERAL AND
CLEANOIJT PER CITY STD-406 L SUBSTITIJTE 3/8' CRUSHED
ROCK IN UEU OF SAND FOR PIPE BEDDING
@ CONSTRUCT NEW 48-INCH ID MANHOLE PER CITY STD-403-L
@ CORE DRILL EXISTING CSDOC MANHOLE AND CONNECT NEW
8-INCH SEWER MAIN TO EXISTING 18-INCH CSDOC SEWER MAIN
@ EXISTING CSDOC MANHOLE TO BE COATED WITH 80 MILS OF
RAVEN 405 EPOXY COATING AND SURFACE PREP PER CSDOC
STANDARD DRAWING S-050
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'
'
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/RV/NE
10
FLOWER
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AVENUE
11 12
STREET
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_ CITY OE-_C.OSTA_MESA 4
'q/TY -OF t!Ei/{POBI BEACHt
i:o
PROPOSED 12-INCH J
WATER MAIN SEE SHEET 4
PROPOSED 8-/NCH SEWER MAIN
MARJNF'RS
PARJ<
'1
SCALES
H0R!Z: I'· 40'
VERT:
EXISTING 1 SIDEWALK'
'EXISTING C/Jf/B
J & GUTTER I
; RIW,
'
EXISTING CURB
& GUTTER
19th STREET
I
DOVER DRIVE
, ".,,......-~ ', -,"'·
,,' J ~ '.
46214
12-31 -06
VIL ,;>
' '
AS-BUILT
APPROVED
DATE
DATE BY DESCRlPl ION APP'D DESIGNED
REVISJONS CHECKED
)
...
)
C-3450
!RV/NE AVENUE 12-INCH
TRANSMISSION MAIN REPLACEMENT -
46214 SEWER PLAN & PROF /LE z
-1:3.c,t STA. 10+00.00 TO ST A. 13+58.00 '-' 9
N
DRAWN >-W-5290-S '" AC AC CITY OF NEWPORT BEACH '" z rn
DATE PUBLIC WORKS DEPARTMENT SHEET 6 OF 9 ul
SC 05/12/03 ~ c;:
/
11 31 BEGIN CONSTRUCT/ON
'-''-' ST A. 10+00.00
WESTCL/FF
VILLAS
r /
EXISTING SIDEWA/,-K ~ .
EXISTING CURB ', i'<<:· / & GUTTER -~ v·· • •• > /', ' ·,
,' / ,'
R/W
/
/
/
/
/
/
/
/
/
_I
•• :·,,;;
/ PROPOSED 12-INCH
WATER MAIN
' • EXISTING SIDEWALK
EXISTING CURB _ , 1/✓'-" & GUTTER
' 'o' :< , 7, RfW ., ,,. ' --,
' ,:,. •. 'k•
·-
HOR. BEND ~~.·sr;,1,, 10+12.00
EXISTING SIDEWALK
EXISTING CURB
& GUTTER
R/W
I
I
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\ ' \ \ ·, '
\
HOR!Z: 1" = 20'
VERT: 1" = 4'
12
! r
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-·-----·----·-------------------------
CONSTRUCT/ON NOTES
0) CONSTRUCT 12-/NCH DIAMETER C-900 PVC WATER MAIN @ INSTALL 12", 45• DUCTILE IRON BEND (MJ X MJ)
(SDR-14) PER TRENCH DETAIL ON SHEET 5
@ INSTALL 12-INCH DUCTILE IRON RWGV (MJ X FE)
@ CONSTRUCT THRUST BLOCK PER CITY STD-510-L
@INSTALL 12-/NCH DUCTILE IRON TEE {MJ X FE)
@coNSTRUCT 12-INCH DIAMETER MLCCSP
@ INST ALL 12" X 8" DUCT /LE IRON REDUCER (FE X FE)
@ REMOVE INTERFERING PORTIONS OF EXISTING
8-INCH ACP WATER MAIN, VALVES AND APURTENANCES
@ INSTALL 8-INCH LONG BODY TRANSITION COUPLING
!PVC X ACPJ
@coNSTRUCT 2-INCH AIR/VACUUM RELEASE VALVE
PER DETAIL ON SHEET 5
lJJ > m -EXISTING --rn cc Cl B"W(ACP) I I
l;: [!l 1
1
1 QJ
.J 111 6(-91/ I I 0
@ WELD-ON 16" X 12" FLANGE
I .\')
(\J
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: / I ti 19 I I
I
EXISTING CURB
& GUTTER
EXISTING
B"W(ACP)
AS-BUILT
£ /20/04 REVISE SEWER INVEffT PER AS-BUILT
18 I/ I l 1 I I -
I I
~ EXISTING I SIDEWALK
I
--------------
1/1 L_"
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E-~--~---L
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I I I I I I I 6' 10'
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/,[ EXISTING----1 1 1 ~ 16, w 8"W(ACP) li-----+----t-+-------1
APPROIED
DETAIL F
NOT TO SCALE
C-3450
WESTCLIFF & DOVER BRIDGE 12-INCH
TRANSMISSION MAIN REPLACEMENT
EE 46214 R.C.E. NO•-~~-
DATE __ -s,..c_-~I 3~•~0~"t~--
PLAN & PROF /LE
ST A. 10+00.00 TO ST A. 12+01.00 ~
"' I--D-A-TE-+-BY-+-------DE-SC_R_IF'f_l_O_N _____ -+_AP_F'_D--I--DE-S-/GN-ED--~-D-R-AW-N----+---------------,---W--5-2_90 __ -S----I ~
/,() AC CITY OF NEWPORT BEACH 1--------t el;
REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT , OF g •• ._ ___________________________________________________________________________________________________________________ _., ______________________ _., ___ ..,...,.sc_._ __ ,.aoa.5/""12""/0"'3....._ ______________ _..__s_H_E_ET_, ___ _. ~
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8
TRAFFIC CONlROL PLAN GENERAL NOTES:
A. It is the responsibility of the contractor performing work on
o public street to install and maintain the traffic control
devices as shown herein, as well as any such additional
traffic control devices os may be required to insure the safe
movement of traffic and pedestrians through or around the work
area and provide maximum protedion ond safety to construction
workers.
8. All delineators shall be equipped with reflective band
at night time.
C. The contractor shall notify City of Newport Beach at least
five working days in advance of implementing any construction
detour.
[} All signs, delineators, barricodes, etc. and the_ir .
installation shall conform to the Stote of Cohforn10 Stcmdgrd
Specifications latest edition ond Cofifomio Department ':f
Transportation "Manual of Traffic Control, for Construction
and Maintenance Work Zones" {latest Edition), and the Work
Area Traffic Control Handbook (WATCH, latest Edition).
E. City of Newport Beach reserves the right to observe these
traffic control plans in use <ind to make ony necessary changes
as field conditions warrant. Any changes shafl supersede
th~~e plons Exact location of all equipment a_n<l traffic
control devices sholl be determined by the Engineer.
F_ Contractor shall notify Orong.e County Transportation Authority
(OCTA) at (714) 265-4330 or any other affected transit
services ot least five working days prior to construction.
G. All traffic control devices, stripes, markings, legends and
raised pavement markers shall conform to Coltrons Traffic
Manual, Maintenance Moriua!, Standard Plans, and Standard
Specifications (most recent edition).
H. All traffic control devices shall be kept in their proper
position at al! times. and shall be repaired, replaced, or
cleaned as necessary to preserve their appearance and
continuity.
I. Five foot clearance shall be maintained between open
excavotion and adjacent moving traffic lane.
J. Contractor shall provide floggers as deemed necessary by Engineer.
K. Contractor sholl notify oil otfected residents and businesses
five working days prior to construction.
L Al! advanced warning signs shall be equipped with flag!::;,
M. Place additional "LANE CLOSED" (C30) signs on Type II
barricades at 150 foot intervals throughout extended work
areas in each lane that is-closed. Install "OPEN TRENCH"
(C27) signs whenever an open excavation area exists adjacent
to the traveled way.
N All temporary traffic control devic€s sholl be removed
following completion of each construction stage and the
permanent traffic control devices shall be restored by the
contractor upon completion of project.
O. Con-t.rodor shall replace/repair all damaged striping with
temporary striping or raised pavement markers at end of each
working day.
P. Contractor 5ha!I be aware of American Disability Act
requirements as related to Pedestrian access_ and maln\oin
pedestrian access at all times per ADA requirements.
Q. Contractor shall cover or remove all conflicting signs
R. Conlractor shaH post "symbol" uneven lanes, "Steei Plates
Ahead" of "Bump" signs, for pavement surface disruptions of
1 /2 in. or greater. Pavement disruptions of 1 in. or greater
shall have beveled edge of four·(4) horizontal to one(1)
vertic-ol
S. Contractor shall install "CAUTION STEEL PLATES AHEAD" and/or
"ROUGH ROAD" signs in advance of steel plote bridging.
IRVINE A VE. @ WESTCLIFF DR.
PHASE I
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17TH ST.
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SIGNS: (ALL SIGNS SHAU. BE REFLECTORIZED AND OF
STANDARD SIZE. Y«lRK AREA WARNING SIGNS
SHAU. BE ORANGE SIGN FACE.)
Cl
C2
C2(B)
C5
C7
SC3
C18
C19
C20(L/R)
C20(B)
C27
C30
W57(L/R)
W79
SW21B
R1
R2
R7(L/R)
R10
Rl 1
R11A
R13
R16
R17
R18-2
R34
R34-2
R81
R96
R96B(L/R)
SR4
SR45
DETOUR AHEAD
ROAD CLOSED
BIKE LANE CLOSED
DETOUR ARROW
END DETOUR
DETOUR ARROW (UP)
ROAD CONSTRUCTION AHEAD
ROAD CLOSED AHEAD
LEFT /RIGHT LANE CLOSED AHEAD
BIKE LANE CLOSED AHEAD
OPEN TRENCH
LANE CLOSED
SINGLE HEAD ARROW SIGN
BICYCLE SYMBOL SIGN
FIRE ENGINE SYMBOL SIGN
STOP
SPEED LIMIT SIGN
KEEP LEFT /RIGHT
ONE WAY
DO NOT ENTER
WRONG WAY
NO TURN ON RED
NO RIGHT TURN
NO L[FT TURN
RIGHT LANE MUST TURN RIGHT
NO U-TURN
NO LEFT /U TURN
BIKE LANE
NO PEDESTRIAN SYMBOL SIGN
USE CROSSWALK (LEFT /RIGHT)
SCHOOL SPEED LIMIT(25_)
WHEN CHILDREN ARE PRESENT
'IRAFFIC REQUIREMENTS:
The contractor shall maintain the following traffic lane
requirements:
!rvine Ave.: Maintain min. one lane of northbound traffic during
working hours. No interference with southbound through traffic
at all times
19th St. /Dover Dr.: Eastbound tratflc may be clos€d when work
tokes place with in the intersection of Jrvine Ave. and 19th SL
Other protect side streets: Maintain local and emergency access
per WATCH during workjng hours.
Prohibit left turns when In conffict with construction and when
left turn visibility i~ restricted by construction.
Working Hours : to be approved by City of Newport Beach
Ml private driveways and side slreets shall be kept open at all
times except when construction tokes place -directly in front of
the drivl"!woy/side street. All open excavations on public streets:
shall be bock-filted or -steel-plated (anti-skfd plates) for
troffic to the satisfoction of City Engineer outside the working
hours. Traffic stw11 be restored to normal conditions during
non-working hours.
~
0
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17TH ST.
I
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C20(LJ I
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ON DELINEATOR) IRVINE AVE. @ WESTC'LJFF DR. . I r ;c
1
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I G93 BIKE ROUTE
t
CHI
250'
IRVINE AVE.
cao(R)
C2ll(B)
,;,
250' 8
SHERRINCTON PLACE
250'
i
PHASE II
R'-(35)
l ,/,
250' MERGE TAPER
I •
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IRVINE AVE.
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51145 H
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ClTY OF COSTA MESA
➔ Cfl'TDF NE\\f>OR"T 8f;ACH 11157(11)
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I MAINTAIN LOCAL ACCESS
1 WITH FLAGGERS PER WATCH.
SHERRJNGTON PLACE
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25' TYP
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CLOSE ONE X-WAU: AT A TIME
W/ R96 & R968 SIGNS & CO\IERING
OF PED. SIGNAL INl)ICATIONS de
PUSH BUTTONS.
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EXP 12-31-06 't/;*
"--...TRAFFIC_.,.,,,. -0~ \ < ~ o,-DF CALl 1
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'w'ESTCLiFF PLAZA
REVISION
NO. DESCRIPTION
L:..r!RV,JWG T""/02-J 5/0.3 SHEET 8 OF 9
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0 "' N
➔
➔ WESTCLIFF DR.
50 0 50 100 150
GRAPHIC SCALE 1 • = 50'
PLANS PREP AREO BY:
_-----t-__ oA_TE_~ TRAFFIC CONTROL ENGINEERING. INC
231 E, IMPERIAL HWY. SUITE 241
FULLERTON, CA \J2835
(714) 447-6077 FAX (714) 447-6081
DESIGNED BY D.K. DATE 5-13-03
DRAWN BY D.C. DATE 5-13-03
LEGEND:
EXISTING SIGN
t NEW SIGN
l TYPE TWO BARRICADE
1-4 TYPE THREE BARRICADE
• DELINE A TOR WITH WHITE REFLECTIVE TAPI:_
ARROW BOARD
SIGNALIZED INTERSECTION
DIRECTION OF TRAVEL
RELOCATE BUS STOP
CITY OF NEWPORT BEACH
IRVINE AVE. TRANSMISSION MAIN REPLACEMENT
IRVJNE AVE. @ WESTCLIFF DR.
Approved By
City of Newport Beach Date
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cit
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C1:
C2:
C2B:
C5:
C7:
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IRVINE AVE. 0111
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IN ONFLICT' WllH CONSTRUCTION. C18 ! -
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IRVINE AVE. SC3
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'---CITY OF NEWPORT BEACH
'
\
L// R2(35) 1v1 "-,) V SRU
J NO !"ARKING ANv TIME
( 7 7 \ I
DRlV'EWAY
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CONTRACTOR SHALL NOTIFY:
. NEWPORT BEACH ENGINE 6 FIRE DEPT.
. MARINERS ELEMENTARY SCHOOL
. NEWPORT HIGH SCHOOL
. NEWPORT BEACH LIBRARY
AT LEAST 1 WEEK PRIOR
TO CONSTRUCTION.
FLOWER ,-;T.
CIB
IRVINE AVE.
SR4
R1 \ R81
f12(35)
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IN CONFLICT" WllH CONSTRUCTION.
18TH ST.
I R96 C18 i
FLA5HING
BEACON
NO PARKING AN
M_6RlNERS
APARTMENTS
NOON -
3.JO?\i
$CHOOL DA Y'S
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3.30PM
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MARINERS DR.
MAINTAIN LOCAL ACCESS
WITH FLAGGERS PER WATCH.
CONSlRUCTION SHAU. TAKE PLACE
DURING NON-SCHOOL PERIOD.
250'
CII
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______ Cl 1Y 01 COSTA MESA -----~----_(_ ___________ -_-_-_-_-_-_-_--:_~AISED-MtDiAlif __ --------------~--'----CITY OF NEWPORT BEACH ~ _
030 ➔ ---030
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l CITY OF NEWPORT BEACH "~--.....---
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CLOSED
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END
DETOUR
IDETOUR'u'I
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CONSffiUCTION
AHEAD
ROAD
CLOSED
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R!GHT LANE CLOSED
AHEAD
NO PARk:fNG ANY TIME
MARINERS
lLlMEN-:-/\2Y
SCHOOL
C20(B}:
BIKE"" LANE~ ', CLOSED AHEAD
OPEN
C27: TRENCH
CJO:
W57:
W79:
R11:
R11A:
R13:
LANE
CLOSED
/
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TURN
ON
RED
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R16:
R18-2:
RM:
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R96:
R96B{L/R):
SR45R:
RIGHT LANE
UUST
TURN RIQH
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~
USE = CROSSWALK
KEEP -RIGHT
/
SW21B
TRAFFIC DETOUR PLAN FOR
E/B 19TH ST. CLOSURE @ IRVJlvE AVE_
IRV17TH2.rJWG Dli2-.5 ~/C3
S'll21B
MAINTAIN EMERGENCY
ACCESS AT AU. TIMES.
NEl,/PORT PORT D[ACI I
ENGTNF h
FIRE D[i'ARTMENT
CLOSE X-WALK W/ R96 & R968
SIGNS & COVERING OF PED. SIGNAL
INDICATIONS & PUSH BUTTONS.
LEGEND:
EXISTING SIGN
► NEW SIGN
l TYPE TWO BARRICADE
H TYPE THR[[ BARRICADE
r/.;
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Ml V; FP ._; I I
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DOVER DR.
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KEEP IN1£RSECTION OPEN
UNTIL WORK TAKES PLACE
'MTHIN THE IN1ERSEC110N.
MAINTAIN LOCAL ACCESS
W/ Fl.AGGERS PER WATCH
DURING INTERSECTION WORK.
➔
• DELINEATOR WITH WHITE REFLECTIVE TAPE
ARROW BOARD
SIGNALIZED INTERSECTION
DIRECTION OF TRAVEL
RELOCATE BUS STOP
REVISION PLANS PREPARED BY:
½
ioHSS1
.~10-
;;,,r,s-,;_,._
,:;; ,c---,/jr,v-cl(/_ •u
~ 50 0 50 100 150
GRAPHIC SCALE 1" -50'
CITY OF NEWPORT BEACH
t-No __ --,--____ o_Es_c_RI_Pn_o_N ____ -----t-__ o_ATE_----t TRAFFIC CONTROL ENGINEER/NG, INC ,__ __ I_R_V._JN_E_AVE_ TRANSMISSION MAIN REPLACEMENT
SHEET 9 OF 9
231 E IMPERIAL HWY. SUITE 241
FULLERTON, CA 92835
(714) 447-6077 FAX (714) 447-6081
DESIGNED BY D.K. DATE 5-13-03
DRAWN BY D.C. DATE 5-13-03
IRVINE AVE., 17TH ST.-19TH ST.
Approved By;
City of Newport Beach Date