HomeMy WebLinkAboutW_5316_SCITY OF
C) PROJECT LOCATION
VICINITY MAP
NOT TO SCALE
SYMBOL ABBREVIATIONS
(IN ADDITION TO GREENB00K SECTION 1-3.2)
-0-POWER POLE AB AGGREGATE BASE
ARV AIR RELIEF VALVE OSCO SANITARY SEWER CLEAN0UT ACP ASBESTOS CEMENT PIPE
® SANITARY SEWER MANHOLE AC ASPHALT CONCRETE
BC BEGIN CURVE
® STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN
BVC BEGIN VERTICAL CURVE
Cl FIRE HYDRANT BLK BLOCK
CATV CABLE TV □WM WATER METER BOX & SERVICE Cl CAST IRON
□PB PULL BOX It CENTERLINE
CNB CITY OF NEWPORT BEACH
□GM GAS METER CL CLASS
CLR CLEAR
0WV WATER VALVE C&G CURB AND GUTTER
E EAST/ELECTRIC
POWER POLE ANCHOR EC END CURVE o MONUMENT ECR END CURVE RETURN
EVC END VERTICAL CURVE
-x-x-x-FENCE EXIST EXISTING
FLG FLANGE
BL0CKWALL FE FLANGED END
~ FL FLOW LINE
TREE FM FORCE MAIN
G GAS ()CJ SHRUBBERY GV GATE VALVE
.L.tL. .LLL .LLL .a:.: ASPHALT PAVEMENT GB GRADE BREAK
GE GROOVED END
:: :: ::: :: ::: : : : : BRICKWALK IP&T IRON PIPE AND TAG
I ' · ·1 LT LEFT
CONCRETE MAX MAXIMUM : ........ -. . : . :
~ / .:::'..:::'..:'.'..:'.'..:'.'.CL.:'.'._:;1
MJ MECHANICAL JOINT BUILDING MIN MINIMUM
----EXISTING CONSTRUCTION NG NATURAL GROUND
N NORTH
----PROPERTY LINE NTS NOT TO SCALE
NO NUMBER
NEW CONSTRUCTION 0G ORIGINAL GROUND
---It---PE PLAIN END
CENTERLINE PROP PROPOSED
----S----SEWER LINE PB PULL BOX
RCP REINFORCED CONCRETE PIPE
-----w-----WATER LINE RET RETAINING
RT RIGHT
---G---GAS LINE SCH SCHEDULE
s SEWER --E--ELECTRICAL LINE sco SEWER CLEAN0UT
TELEPHONE LINE SMH SEWER MANHOLE --T SHT SHEET
-CATV-CABLEVISION LINE SW SIDEWALK
s SOUTH
--SP--SPRINKLER SYSTEM SCE SOUTHERN CALIFORNIA EDISON
SQ SQUARE -¢ STREET LIGHT STL STEEL
T TELEPHONE -0-SIGN w WEST/WATER
W/ WITH
1
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ffi
PUBLIC WORJI<.S DJEJP ARTMJENT
WEST OCEANFRONT ALLEY
WATER MAIN REPLACEMENT
15TH STREET TO MCFADDEN PLACE
C-4007
APPROVED:-C::~?n;~--j~f;";::;-;:;~-·~-;::;-;::;::;:;:-;::;;::;--;::;--;:;-;::-;:-;-;::;--::;;;::;-;;::;--
BLrORKS DIRECTOR R.C.E. NO. 36106
fo-~-of DATE: ______ _
(\
APPROVED:_~____.;_/~a4"4'(.J~J,c__u/)_c,;....,,I L4!,,L1/;_' -------
DEPUTY PWD/ CITvfr.r"GINEER R.C.E. NO. 47916
DATE: /{)•1.3•6~
CONSTRUCTION NOTES
(i) REMOVE EXISTING 6-INCH STEEL WATER MAIN, FITTING, AND VALVES.
RETURN TO CITY'S UTILITY YARD AT 949 WEST 16TH STREET
G) CONSTRUCT 8-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN,
PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7
0 CONSTRUCT 6-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN,
PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7
0 REMOVE EXISTING WATER METER AND INSTALL 1" METER SERVICE PER CNB
STD-502-L. SERVICE SADDLE SHALL BE BRONZE WITH A DOUBLE BAND
STAINLESS STEEL STRAP ® INSTALL NEW 6" DIP FLANGED COUPLING ADAPTER
® INSTALL NEW 8" DIP FLANGED COUPLING ADAPTER
0 INSTALL NEW 8" DIP 11.25-BEND (MJ X MJ)
® INSTALL NEW 8" DIP 11.25-BEND (FE X MJ)
® INSTALL NEW 8" DIP CROSS (FE X FE X FE X FE)
@ INSTALL NEW 8" DIP 45-BEND (MJ X MJ)
@ INSTALL NEW 8" DIP 45-BEND (FE X FE)
@ INSTALL NEW 8" RESILIENT WEDGE GATE VALVE (FE X MJ) AND RISER
PER CNB STD-508-L AND STD-511-L
@ INSTALL NEW 8" TO 6" DIP REDUCER (FE X FE)
@ INSTALL NEW 8" TO 6" DIP REDUCER (FE X MJ)
@ INSTALL NEW 8" DIP "T" (FE X FE X FE)
@ INSTALL NEW 12" DIP FLANGED COUPLING ADAPTER
@ INSTALL NEW 12" TO 8" DIP REDUCER (FE X FE)
ffi@ r~0T USED INSTALL NEW 8" DIP 22' BEND (MJ X MJ)
@ INSTALL NEW 12" DIP "T" (FE X FE X FE)
@ INSTALL NEW 12" DIP "T" (MJ X MJ X FE)
ffi @ ~IOT 'ISED INSTALL NEW 4" TO 2" DIP REDUCER (MJ X MJ)
ffi @MOT USED INSTALL NEW 6" BUTTERFLY VALVE MUELLER PRATT (FE X MJ)
@ INSTALL NEW THRUST BLOCK PER CNB STD-510-L
@ FURNISH AND INSTALL FIRE HYDRANT, INCLUDING 6" RW (FE X MJ) GATE VALVE AND
RISER, PER CNB STD-500-L, STD-508-L, AND STD-511-L AND DETAIL "L" SHEET 7
@ INSTALL NEW 6" VCP SEWER CLEAN0UT (AT PROPERTY LINE) PER CNB STD-406-L
INCLUDE NEW MAINLINE WYE. PAVEMENT, BEDDING AND BACKFILL PER CNB STD-105-L
AND STD-106-L
@ INSTALL NEW 8" TO 6" DIP REDUCER (MJ X FE)
@ INSTALL NEW 6" RESILIENT WEDGE DIP GATE VALVE (FE X FE) AND RISER PER CNB
r,:;;;-, STD-508-L AND STD-511-L
'c:) INSTALL NEW 8" DIP ''T'' (MJ X MJ X FE)
@ INSTALL NEW 6" DIP 90' BEND (MJ X MJ)
@ REMOVE EXISTING WATER METER AND INSTALL 2" WATER SERVICE PER CNB
STD-503-L. SERVICE SADDLE SHALL BE BRONZE WITH A DOUBLE BAND STAINLESS
STEEL STRAP
® CONSTRUCT 4" PVC C-900 CLASS 150 WATER MAIN, BACKFILL AND
BEDDING PER DETAIL ON SHEET 7
@ INSTALL NEW 6" LONG BODY TRANSITION COUPLING (PVC X CIP)
@ INSTALL NEW 6" LONG BODY TRANSITION COUPLING (PVC X ACP)
@ INSTALL NEW 6" DIP 45' BEND (MJ X MJ)
@ INSTALL NEW 8" TO 4" DIP REDUCER (FE X MJ)
@ INSTALL NEW 6" DIP BLIND FLANGE
@ INSTALL 12" LONG BODY TRANSITION COUPLING (PVC X ACP)
@ NOT USED INSTALL NEW 8" TO 4" DIP REDUCING "T" (FE X FE X FE)
@ INSTALL NEW 8" RESILIENT WEDGE GATE VALVE (FE X FE) AND RISER
PER CNB STD-508-L AND STD-511-L
® INSTALL NEW 8" DIP 90' BEND (MJ X FE)
@ INSTALL NEW 12" LONG BODY TRANSITION COUPLING (PVC X PVC)
@ INSTALL NEW 8" DIP 45' BEND (MJ X FE)
@ INSTALL NEW 6" RESILIENT WEDGE GATE VALVE (FE X MJ) AND RISER PER CNB
STD-508-L AND STD-511-L
@ INSTALL NEW 8" TO 6" DIP REDUCING "T" (FE X FE X FE)
@ NOT USED INSTALL NEW 8" RESILIENT WEDGE GATE VALVE (MJ X MJ)
AND RISER PER CNB STD-508-L AND STD-511-L
@ INSTALL NEW 6" TO 4" DIP REDUCER (FE X MJ)
@ INSTALL NEW 6" TO 4" DIP REDUCING "T" (FE X FE X FE)
@ INSTALL NEW 4" RESILIENT WEDGE GATE VALVE (FE X MJ) AND RISER PER CNB
STD-508-L AND STD-511-L
@ INSTALL NEW 2" METER SERVICE PER CNB STD-503-L. SERVICE SADDLE SHALL
BE BRONZE WITH A DOUBLE BAND STAINLESS STEEL STRAP
@ INSTALL NEW 12" LONG BODY TRANSITION COUPLING (PVC X CIP)
@ CONSTRUCT 12-INCH DIAMTER PVC C-900 CLASS 200 WATER MAIN, PAVEMENT,
BACKFILL AND BEDDING PER DETAIL ON SHEET 7.
RECORD DRAWINGS
GENERAL NOTES
1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE,
EXCEPT AS OTHERWISE STATED IN THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS,
AND STANDARD DRAWINGS FOR PUBLC WORKS CONSTRUCTION, OR IN THIS CONTRACT'S SPECIAL PROVISIONS.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION.
3. STATIONS REFERS TO PIPE STATIONS UNLESS OTHERWISE INDICATED.
4. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED
BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS
THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND
MOVEMENT MAY BE EXPECTED.
5. THE C0NTRACT0R(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATIONS 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, AND ALL SAND USED FOR BEDDING
SHALL BE MINIMUM 30 S.E.
7. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MIN.) UNLESS OTHERWISE SPECIFIED.
ALL WATER MAIN FITTINGS SHALL HAVE AN 8mm LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE
STANDARD SPECIFICATION. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITH 10mm VINYL TAPE.
8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT
BEACH STD-510-L.
9. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM FINISHED SURFACE.
10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE
HYDRANTS AT (949) 644-3106.
11. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES.
12. ALL FLANGE 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.
13. 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.
14. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED
UTILIZING TYPE 316 STAINLESS STEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND
OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY
WITH CORROSION PROTECTIVE MASTIC COMPOUND.
15. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE ALL THREADED PARTS COATED
LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND.
16. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL
CONFORM TO THE MINIMUM REQUIRMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY
ASTM AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE
MANUFACTURER.
17. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF
PERFORMING ANY WORK AT (949) 644-3311 FOR PUBLIC WORKS, AND (949) 644-3011 FOR UTILITIES. THE PUBLIC
WORKS DEPARTIVENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF
ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND
C0MPATABILITY WITH EXISTING CONSTRUCTION.
18. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES.
19. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS.
20. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
21. THE C0NTRACTT0R SHALL INSTALL ON NEW PVC WATER MAIN A 10 GAGE INSULATED TRACING WIRE PER THE
INSTRUCTIONS FOR UTILITIES REPRESENTATIVE, ALEX SOTO (949) 718-3410.
22. ALL SEWER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L.
23. ALL SEWER LINES TO BE OWNED, OPERATED, AND MAINTAINED BY THE CITY OF NEW0RT BEACH SHALL BE VIDEO
INSPECTED AFTER CONSTRUCTION BY THE CITY. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY. DEFECTIVE,
DAMAGED, OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED AND REINSPECTED PRIOR TO ACCEPTANCE.
24. ALL MATERIALS MUST BE APPROVED BY THE CITY PRIOR TO INSTALLATION.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR BYPASSING WATER TO AFFECTED HOMES THROUGHOUT THE PROJECT
DURATION BLOCK BY BLOCK, INCLUDING DISINFECTION.
26. THE CONTRACTOR SHALL MOVE AND RELOCATE METER BOXES TO PROPERTY LINE. THE CONTRACTOR SHALL ADJUST
THE WATER SERVICE ON THE PRIVATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY OF
NEWPORT BEACH STANDARD DRAWING STD-502-L.
0
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SHEET INDEX
1 TITLE SHEET AND LOCATION MAP
2 LOCATION MAP
3 PLAN, MCFADDEN PLACE TO 20TH ST.
4 PLAN, 19TH ST_ AND W. OCEANFRONT ALLEY FROM
20TH ST. TO 19TH ST.
5 PLAN, 19TH ST_ TO 18TH ST.
6 PLAN, 18TH ST,. TO 16TH ST.
7 PLAN, 16TH ST. TO ALLEY 246
8 PLAN, ALLEY 246 TO ALLEY 247
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COORDINATE DATUM
COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA
COORDINATES SYSTEM (CCS83), ZONE VI, 1983 NAO, 1991.35 EPOCH 0CS
GPS ADJUSTMEN. ALL DISTANCES SHOWN ARE GROUND UNLESS
OTHERWISE NOTED.
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These Record Drawings have been prepared based on information ~ubmitted, in port, bf
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may hove been incorporated
into these plans as o result.
&_ • ADDENDUM NO. 1 ~
C-4007 g
1--::=;:::.-=-::: .... ~-T--1=EiMtt:E:i:RNG~E=iN~crvviT=i=E=i"L"i=E:i:Pii=HirO~N~E~Nii"umMMB:i°iE=iR~S~--nsiAA~S~IS:CQ1IF=iBRIE=JAU:Rfli1NNiGr,:s~::------------,AFAP~PRWOVVAALLIRREECCOO~MMIDEN®DEEDD;--, IAIAP'PiPRROOVAVAlL REREDCOiMiMMii°EENCNDflEDt: 1r=r===F===========7~-,-~~~:--1RFRE'iA°iv1E°iiiwEFTID:-, -:-/-,---,---------:Tril-:;:T:.L-;::E'S;.:H:;-;E:;E=T:;:-----___:=-:...:...:~ ~ = THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING 9W /I " ~ ~= DAY NIGHT BETWEEN ocs HORIZONTAL CONTROL STATION GPS NO. 6301 AND ~~ ~ WEST OCEANFRONT ALLEY ~ {/a'"'" SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 (800) 624-8153 STATION GPS NO. 6287 BEING N3s·43•52"w PER RECORDS ON ~~ .-• • ~AEl!J. SINAC0RI. WATER MAIN REPLACEMENT _g
0CS BM NB2-7-77; ELEV. 8.565 NAVD88 0CS 1995 ADJUSTMENT; YEAR
LEVELED: 2005. DESCRIBED BY 0CS2002 FOUND 3¾" 0CS ALUMINUM BM
DISK STAMPED "NB2-7-77" SET IN THE SW CORNER OF 7'X4.5'
CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SE CORNER OF
THE INTERSECTION OF SUPERIOR AVE. AND PCH, 400' EASTERLY OF THE
CENTERLINE OF SUPERIOR AVE. AND 48' SOUTHERLY OF THE CENTER
MEDIAN ALONG PCH. MONUMENT IS SET LEVEL WITH THE SIDEWALK.
-'¥, I°'\ SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 (800) 611-1911 FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. CE 46214 ilJ SBC/AT&T TELEPHONE COMPANY 611 611 MARK HARMON STEVEMYRTER, R '91056 ASSI NT CITY ENGINEER MCFADDEN PLACE TO 15TH STREET ~
CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 GENERAL SERvlCES DIRECTOR UTILITIES DIRECTOR & 08/ln/o, AS-BUlL T 1 ,D::::A:..:.TE~==l=t>;::•!;Z.~!,=•=£>'8===--1---------------------~-------1 \1J ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 Ll:-, ,-~~~~g~~~~6C~~~~~E ALERT ~::~ :::=:~:: ~::~ :::=:~:: DATE: 10/v>/ og DATE: 1;/47';;2 N10. 10~:~08 ADDE::~~R::a~ ~;~:::l::~SUED ~~~~D ,o-v-·o :::I:;::: PA::~:: PA c~:~L~F:a~~~~~A:~~~H s~-~;10~~~ j .._ ______ ...._ _______________ .;......:... ___ ....;'--.:,_---'-------------------------..L.---------L...--.:.....-----....l.--1---.l....----------------..l..---L---...:'~_:_---'---..!:M~JS~-1~0~2~2~20~0!28L. ___________________ ....,:i_ _ _:::_:._...::,::::._J ,.;_:
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
a:c::I -= SH1EET 4
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LOCATION MAP
NOT TO SCALE
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result. ffi 07 /27 /09 AS-BUILT
& 10/22/08 ADDENDUM NO. 1 -PLANS REISSUED
NO. DATE DESCRIPTION OF REVISIONS
' ~
APPROVED
-
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V.pce
REVIEWED:
MICHAEL J. SINACORI RCE 46214
ASSISTANT CITY ENGINEER
DESIGNED: DRAWN:
PA PA
CHECKED: DA TE:
MJS 10 22 2008
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8 ADDENDUM NO. 1
C-4007
LOCATION MAP
WEST OCEANFRONT ALLEY
WATER MAIN REPLACEMENT
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
W-5316-S
SHEET 02 OF 08
7 I
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8 PVC WATER MAIN 1 2
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START CONSTRUCTION 11+97
1 8" PVC WATCR MAIN
CD REMOVE EXISTING 6-INCH STEEL WATER MAIN, FITTING, AND VALVES.
RETURN TO CITY'S UTILITY YARD AT 949 WEST 16TH STREET
@ CONSTRUCT 8-INCH DIAMETER PVC C-9DO CLASS 200 WATER MAIN,
PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7
'3 0-
-20 5-
25 4
@ INSTALL NEW 8" TO 6" DIP REDUCER (FE X FE)
@ INSTALL NEW 8" DIP "T" (FE X FE X FE)
@ INSTALL NEW 12" TO 8" DIP REDUCER (FE X FE) 0) CONSTRUCT 6-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN,
PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7 0 REMOVE EXISTING WATER METER AND INSTALL 1" METER SERVICE PER CNB & @ INSTALL NEW 8" DIP 22' BEND (MJ X MJ)
STD-502-L. SERVICE SADDLE SHALL BE BRONZE WITH A DOUBLE BAND STAINLESS
-----
CURB
-....._ -....._ 10 23
......._ ......._
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LINE IN PLACE
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DETAIL A
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RECORD DRAWINGS ,:ND CONSTRUCTION STA.
8" PVC WATER MAIN
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
-2001-
-2000-
10+00
EX. 12" ACP
-----138
24
t-.--EX. 12" ACP
DETAIL B
N.T.S. DETAIL C
N.T.S.
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ow
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DETAIL E
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CURB END CONSTRUCTION 14+09
8" PVC WATER MAIN
SEE DETAIL C
SHEET 3
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CONSTRUCTION NOTES (CONTINED)
DETAIL F
N.T.S.
@ INSTALL NEW 6" VCP SEWER CLEANOUT (AT PROPERTY LINE) PER CNB STD-406-L
INCLUDE NEW MAINLINE WYE. PAVEMENT, BEDDING AND BACKFILL PER CNB
STD-105-L AND STD-106-L
@ INSTALL NEW 6" DIP 90' BEND (MJ X MJ)
@ INSTALL NEW 6" LONG BODY TRANSITION COUPLING (PVC X ACP)
@ INSTALL NEW 6" DIP 45' BEND (MJ X MJ)
@ INSTALL 12" LONG BODY TRANSITION COUPLING (PVC X ACP)
@ INSTALL NEW 8" RESILIENT WEDGE GATE VALVE (FE X FE)
AND RISER PER CNB STD-508-L AND STD-511-L
@ INSTALL NEW 8" DIP 45' BEND (MJ X FE)
@ INSTALL NEW 6" RESILIENT WEDGE GATE VALVE ( FE X MJ) AND RISER
PER CNB STD-508-L AND STD-511-L
@ INSTALL NEW 8" TO 6" DIP REDUCING "T" (FE X FE X FE)
@ CONSTRUCT 12-INCH DIAMTER PVC C-900 CLASS 200 WATER MAIN,
PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7
@ INSTALL NEW 2" METER SERVICE PER CNB STD-503-L. SERVICE SADDLE
SHALL BE BRONZE WITH A DOUBLE BAND STAINLESS STEEL STRAP
--PROPOSED ITEM HAS BEEN MOVED OR REMOVED
X BOX WAS NOT REPLACED
& ADDENDUM NO. 1
C-4007
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_'.!J-o STEEL STRAP @ INSTALL NEW 12" DIP "T" (MJ X MJ X FE) ® INSTALL NEW 6" DIP FLANGED COUPLING ADAPTER lll--7----------------7---,-~~~;;::-71FR!EEVliiiiE~WEUD~:-----,-----------7ppfLAAiiNJ----------.~
WEST OCEANFRONT ALLEY 1;
@ INSTALL NEW THRUST BLOCK PER CNB STD-510-L ® INSTALL NEW 8" DIP FLANGED COUPLING ADAPTER
® INSTALL NEW 8" DIP 11.25' BEND (FE X MJ)
@ INSTALL NEW 8" DIP 45" BEND (MJ X MJ)
@ FURNISH AND INSTALL FIRE HYDRANT, INCLUDING 6" RW (FE X MJ) GATE VALVE AND
RISER, PER CNB STD-500-L, STD-508-L, AND STD-511-L AND DETAIL "L" SHEET 7
&
&
07/27/09 AS-BUILT
10/22/08 ADDENDUM NO. 1 -PLANS REISSUED
L WATER MAIN REPLACEMENT ~
MICHAEL J. SINACORI RCE 46214 STA. 14+05 TO STA. 12+50, STA. 12+50 TO STA. 10+00, f
STA. 11+97 TO STA. 10+00 & STA. 3+76 TO STA. 3+60 m 1--...;;;..--~-----1----------------------.--------1~
W-5316-S ~
ASSISTANT CITY ENGINEER
DESIGNED: DRA\'IN:
PA
CHECKED: DATE:
PA CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
1---------=:..._-1 "' @ INSTALL NEW 8" RESILIENT WEDGE GATE VALVE (FE X MJ)
AND RISER PER CNB STD-508-L AND STD-511-L SHEET 03 OF 08 ? L..--------------------------------------------------------------------------I-.-.L...----1..------------------..1...----L---------'-----=:.L---.:.::.l..:;:;J.=I-.-------------------__Ji.,_ _ ___:...:.._...:..::.....JL.'.
NO. DATE DESCRIPTION OF REVISIONS APPROVED MJS 10 22 08
d CJQ • -OQ
~2:; . CJQ
STA 2+76 >
BEGIN CONSTRUCTIO~
8" PVC WATER MAIN
SEE SHEET 5
MATCH LINE STA. 17 + 75
I
RO:-=> ~-. ~ --==--=---cc-=183=1-::t-=-~=·-==··!:b:-=""=::i=,===:.l~--,--L../-1-~.:i,-'?j_J" L, '~ ~ ~ ~ '
I
CURB 18+07
1+63
I
1 2
ROW
0+00
0+67
-1826-
0.. 0..
CURB
RAMP ~ ~ u---G ---(~ -------./---G G G G I A 0
G---G --l-G ---G ---G ---G ---G ---G ---G ---G -~-G -..+-<r,--,--, , __ ,_,_, __ ,_,_,_,_,_,_8'-.~-CP_,_,_,_,_,_,_, ,-~7 19TH STREET ~
:,.
6" ACP y
I
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s
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7"''
12'
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0
(0
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CV)
m ll'.: :::, 0
6-
ltl IE
CJ)
I
DETAIL G
N. T.S.
-1926-
CONSTRUCTION NOTES
0 REMOVE EXISllNG 6-INCH STEEL WATER MAIN, FITTING, AND VALVES.
RETURN TO CITY'S UllLITY YARD AT 949 WEST 16TH STREET 0 CONSTRUCT 8-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN,
PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7 0 CONSTRUCT 6-INCH DIAMTER PVC C-900 CLASS 200 WATER MAIN,
PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7
-1925-
I
-1924-
0 REMOVE EXISllNG WATER METER AND INSTALL 1" METER SERVICE PER CNB STD-502-L.
SERVICE SADDLE SHALL BE BRONZE WITH A DOUBLE BAND STAINLESS STEEL STRAP
® INSTALL NEW 8" DIP FLANGED COUPLING ADAPTER
0 INSTALL NEW 8" DIP 11.25" BEND (MJ X MJ)
® INSTALL NEW 8" DIP 11.25" BEND (FE X MJ)
@ INSTALL NEW 8" RESILIENT WEDGE GATE VALVE (FE X MJ) AND RISER
PER CNB STD-508-L AND STD-511-L
8" VCR
...
.., ROW
I --I
---
DETAIL H
N. T.S.
-1921-
CURB
------
-1919-
I
z '-" in
DETAIL I
N.T.S.
,-;(.f__j___j_L_j__L_j__L_j__~j.Lil'---1
1
1'---1
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G-WM
s
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-1917-
s C ------,j,----S--------5-~~---+-+-/"'
SEE DETAIL H -'-SHEET 3 / , \/SEE DETAIL I STA 18+22 SHEET 3
---100-..l...-\1 --Id --Id ---~t-\-/ --\1 --\1 -'--\1 --W --J\ 1 j S<s O>Oe
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0 llz----~~=:_==~-===~=-·=·· _=. ·~-.. =l=~R'E£0W=~~::irccRAM=P:~
; ~
I
I
-1913--1911-
-1915-
_di ~(j_J_'M _L_____L_L\1 /
4
sco WM
8
MATCH LINE STA. 0+50
SEE BELOW
-1909-
ROW
-
-1907-
8" VCP
PA
I
--I
-1905-1''=10'
-107-
I JJ\,I_ 0 scow WM POST
0 LO
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w
0
00 <
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r I/; I
-1922--1920-
@ INSTALL NEW 8" TO 6" DIP REDUCER (FE X MJ)
@ INSTALL NEW 8" DIP "T" (FE X FE X FE)
.
'1/
I
@ INSTALL NEW THRUST BLOCK PER CNB STD-510-L
G 'Iv
I -1918-
@ FURNISH AND INSTALL FIRE HYDRANT, INCLUDING 6" RW (FE X MJ) GATE
VALVE AND RISER, PER CNB STD-500-L, STD-508-L, AND STD-511-L
AND DETAIL "L" SHEET 7 @ INSTALL NEW 6" LONG BODY TRANSlllON COUPLING (PVC X ACP)
® INSTALL NEW 8" DIP 90" BEND (MJ X FE)
G G G G G • ' G G ;t" G --r "" so -r ",
• ..,,..,,_, __ ,~~---~""' -~~~--~~
-1916-
JLLEY NO. 256-A
f
-1912-
-1914-
RECORD DRAWINGS
-1910-
These Record Drawings have been prepared based on information submitted, in port, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
,,f,, G
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G--
pp
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1. ,.
I l -1908-
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G cJ,
-1906-
z G G--w J w :t en
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& ADDENDUM NO. 1 -~ 0,
C
C-4007 t
,-,--7,----------------,--r--=~~;::::---riR~EviV1EEVWEifiD0::-----,------------P;:;-;-LA-:-;N:-;-----------,~
& 07/27/09 AS-BUILT
Lt 10/22/08 ADDENDUM NO. 1 -PLANS REISSUED
APPROVED
WEST OCEANFRONT ALLEY 1
WATER MAIN REPLACEMENT _g
STA. 18+22 TO STA. 17+75, STA. 2+76 TO STA. 0+08 & ~ MICHAEL J. SINACORI RCE 46214
STA. 3+60 TO STA. 0+50 ~ 1-----~-----1--------------------~--------I/ ASSISTANT CITY ENGINEER
DESIGNED: DRAWN:
PA
CHECKED: DATE:
PA CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
W-5316-S ~ 1---------1"'
SHEET 04 OF 08 ? L,_ ______________________________________________________________________ _._ _ _._ ___ _. _________________ _._ __ __, ________ ..__ __ _.::;_::::..i._....:.:"-==;;.i....-------------------.L...-----..;._.1G.: NO. DATE DESCRIPTION OF REVISIONS MJS 10 22 08
* Iv
I.() /
/
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-1826-
-1824-
-1822-
/ /
/
/
/ -1807-&
. -25
G
1/
-1804-
6"
CONSTRUCTION NOTES
/
'1-:l'
-
ROW
-1829-
25
1/
-1805-1/ 1/
....... ........
t7 \I-
G
/
------
CD REMOVE EXISTING 6-INCH STEEL WATER MAIN, FITTING, AND VALVES.
RETURN TO CITY'S UTILITY YARD AT 949 WEST 16TH STREET
0 CONSTRUCT 8-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN,
PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7
-1802-
0 REMOVE EXISTING WATER METER AND INSTALL 1" METER SERVICE PER
CNB STD-502-L. SERVICE SADDLE SHALL BE BRONZE WITH A DOUBLE
BAND STAINLESS STEEL STRAP
& @1NTALL NEW 5" BUTTERFLY VALVE MUELLER PRATT (FE X MJ)L
@ FURNISH AND INSTALL FIRE HYDRANT, INCLUDING 6" RW (FE X MJ) GATE
VALVE AND RISER, PER CNB STD-500-L, STD-508-L, AND STD-511-L
AND DETAIL "L" SHEET 7
@ INSTALL NEW 6" VCP SEWER CLEANOUT (AT PROPERTY LINE) PER CNB
STD-406-L. PAVEMENT, BEDDING AND BACKFILL PER CNB STD-105-L
AND STD-106-L
@ REMOVE EXISTING WATER METER AND INSTALL 2" WATER SERVICE. SERVICE
SADDLE SHALL BE BRONZE WITH A DOUBLE BAND STAINLESS STEEL STRAP
@ INSTALL NEW 8" RESILIENT WEDGE GATE VALVE (MJ X MJ) AND RISER
PER CNB STD-508-L AND STD-511-L
& X BOX WAS NOT REPLACED
-1803-
N
ROW
14 w
1"=10'
&
/
8'
~ 4'
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24
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RECORD DRAWINGS
00
si:--
co
O'.
:::)
0
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
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4
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1/ 1/ 1/ 0,
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0 w
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& ADDENDUM NO. 1
C-4007
::, ill
I
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,-,--7----------------,--,---=~~;::--71RREEviviEEVWF.V8DJ:,-----T----------cpi"iL,AllN~-----------i;
WEST OCEANFRONT ALLEY ~
Lh
CINIEG WATER MAIN REPLACEMENT _g
'70740 MICHAEL J. SINACORI RCE 46214 STA. 17+75 TO STA. 14+75 & ?
. 06/30/09 ill
07/27/09 AS-BUILT ASSISTANT CITY ENGINEER STA. 14+75 TO STA. 11+75 a.
CJ \\. i-----~----~--------___;;,-'-'-c.....;.-'--'--------,--------1~
10122/08 ADDENDUM No. 1 -PLANS REISSUED DESIGNED, PA DRAWN, PA c1Tv oF NEWPORT BEACH _w __ -5_3_1_6_-_s-t ~
NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: MJS DATE:10 22 08 PUBLIC WORKS DEPARTMENT SHEET 05 OF 08 ~
L-----------------------------------------------------------------------..I...-..I...---...L.-----------------..1...---L.---------'---..,:;;;:;;:,L,._.:.:;,<..:;:;a~1-----------------------'--------'u...
/
-1719--1715-
-1713-
1/ ROWl
V) // Q_ u
/ X >
1/ 1x:,
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I I 1/ 111 =1 O' 0 -1703-tic 0 V)
-----------------------
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10 -..-
SMft
s ·---s
•,.,J 1// I • -~ " ·-· ~ ' t:P ' "' ' • .. v-., .. \f-
6' ro
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/ -1710-ROW
;~ 1/ 1/ ;/ / 1/
/ ~ -1619-~I / -1615-1/ -1613-/ 1/ // 1/ /:? I / -1617-/ & _,,..---,(/ &1 / /
/
1/
/
-1627-
/J 1/ /; 1/ 1/ 1/ -1625-/ 1/ 1/ / -1623-
&/ 1/ & /
!f_-1__ ~ . J~ -_________, --
-1621-
jn
4
-1611-
-1609--1607--1605-
----...__ ----------------__:;;_c:.:c= GM D
w ~ ~· .. ·.·.·... -----1--,,....__, ·c ------_ __c:J~f§==:1c:::!----~~--i -j-WM ..... LC) I'--, > j:: : 1// ·~ WM C Row sco C ••• -•• --~lii~rr -f ----+--sco~ --;,,, <Cl-. 1-w
PO • c..---------===== L ----======------~
Q (f) , 8" VCP 8 7 c " 6 I 8" VCP rt'\ W CO lf-/----+------,----,.--t--..,-.----\,--,----J-,,,---------..L-<'-"----+-,,,--------+----,,-----,------+-----..--------+----V SMH '--------+-----_L"-'/'----cl----------+-----l-+--+-------L/h<L.._ __ +-_ ___:c~---.r-------+-l--c-------___L_L4-___ -----,1V.I <( w -=~-'-===S ==~t...::,;.....==,=='c..;,;..-,=-=--S -='=a±aaaaa....&~=='==i .... ~S =-=--.;;;....='==-~~~~ --~'-===+S "=-=-.--=c...;,,-.c===r=~-t==-~ -=.=~-'c=="=-S ---'--=..;;S,-,:.,it =0==='1 s =-=-e,-.c=='==~~---,=..; -~=-;;..~==S _,__=-.;,,__,=,pa!'c=!..;'"r"'~-~ -'===a:....;;~=='=-S =!---==---.;J;$...d===..;.S~~-'=la.c..:; ~=,==±---&-==~ s ='=-=....;..~=11w I
/
/
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/
/
/
1 2
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:~CL
C-~--~~ 1/
/ / 0 0 -1618-/// / -1616-/ / , -1622-/ , -1620-/ / / • / -1614-/ ~ / 1/ 8 8 /; ALLEY NO. 256-D ~
0
CONSTRUCTION NOTES
----. "'" x----"s---------,1$, ·~~
w &
&
-1612--1610-
4
/
-1608-
-1606-
1/ ----=
1/ 4 1/
1/ 1/ 1/ -1604-
1/ 0 0
1 "=10'
0
CJ>
" C
(.)
L 0
Q_
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(J "" Ii)
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(f)
I
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I
? n:: CD REMOVE EXISTING 6-INCH STEEL WATER MAIN, FITTING, AND VALVES. f==' RETURN TO CITY'S UTILITY YARD AT 949 WEST 16TH STREET ;
CJ> @ CONSTRUCT 8-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN, ~ PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7 ill ADDENDUM NO. 1 ~ 0 REMOVE EXISTING WATER METER AND INSTALL 1" METER SERVICE PER CNB g' STD-502-L. SERVICE SADDLE SHALL BE BRONZE WITH A DOUBLE BAND C-4007 ~ STAINLESS STEEL STRAP 8 @FURNISH AND INSTALL FIRE HYDRANT, INCLUDING 6" RW (FE X MJ) GATE ,-,---,----------------,--,---:~~~=---TiRiE'\iVIEEVWEVEDD::-----7------------PPILAArN~----------7;
VALVE AND RISER, PER CNB STD-500-L, STD-508-L, AND STD-511-L RECORD DRAWINGS WEST OCEANFRONT ALLEY -o AND DETAIL "L" SHEET 7 TRIC 1' @ INSTALL NEW 6" VCP SEWER CLEANOUT (AT PROPERTY LINE) PER CNB These Record Drawings have been prepared based on information submitted, in part, by CINIE WATER MAIN REPLACEMENT _g STD-406-L. PAVEMENT, BEDDING AND BACKFILL PER CNB STD-105-L others. While this information is believed to be reliable, City of Newport Beach is not if! AND STD-l06-L responsible for its accuracy, nor for errors or omissions which may have been incorporated 0 • 7074 MICHAEL J. SINACORI RCE 46214 STA. 11+75 TO STA. 8+50 & STA. 8+50 TO STA. 5+25 f @INSTALL NEW 8" RESILIENT WEDGE GATE VALVE (MJ X MJ) AND RISER into these plans as a result. jn 07/27/09 AS-BUILT .OG/30 l--'--AS'-"S'--IS'--TA_N_T_;,Cl,...TY_E_N_GI_NE_E_R-+-------------------.--------1;
PER CNB STD-508-L AND STD-511-L /2,.1 DESIGNED: DRAWN: CITY OF NEWPORT BEACH w 5316 s ~" ~ ~ 10/22/08 ADDENDUM NO. 1 -PLANS REISSUED PA PA --jn ~ INSTALL NEW 2" METER SERVICE PER CNB STD-503-L. SERVICE SADDLE 1---------1:3 SHALL BE BRONZE WITH A DOUBLE BAND STAINLESS STEEL STRAP NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: MJS DATE:10 22 OB PUBLIC WORKS DEPARTMENT SHEET 06 OF 08 ":. L--------------------------------------------------------------------.L..-.L..---.&....----------------"----..L....-------.L..--...;;;.;;.;;.o.._..;.;;...;a;;a,ia.;;,.;a1 __________________ _. ______ _.LL
&
1/ 1/ /
ROW
-1600-
ROW
4" HOT MIX * 24" MIN. * A.G. OVER NATIVE-.J:e,----''-';c;;~~-i TYP.
NATIVE SAND
WM
'3( [
<-~
EXIST.
A.G. PVT.
CURB
G
0 f-r--z + ..--
~ u
24
_J---PIPE BEDDING AND
BACKFILL PER STD.-106-L.
------
--------·. : ... . . . . --
PAVEMENT BACKFILL
AND BEDDING DETAIL
N.T.S.
~ w w
0:::
~
_CD__
SMH
l-.( n
-G G
:c
~ co
T"""
CURB
* NOTE: THROUGH MCFADDEN PARKING LOT 10+00 TO 11+75 STRUCTURAL SECTION
SHALL BE 6" AC OVER 6" BASE WITH MINIMUM WIDTH OF 36",
& 23
39 6
~ I
DETAIL P
N.T.S.
·\
-1529--1527-
-1525-
// . /
// -1523-
/
1/ /
&
/
Oposr
-------
I
-1522-
1/ / /
/
4 / 1/ / / /"
/ -1520-/
// ~ / /
/
ROW
EX 6" ACP
50
31
49
3
EX 6" CIP BEND
DETAIL J DETAIL K
N.T.S.
N.T.S.
50
49
~
32
EX 6" CIP BEND 35
DETAIL M DETAIL N
N.T.S. N.T.S.
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may hove been incorporated
into these plans as a result.
1/ 1/ 1/ 1/ -1521-
1/ 0
j/
in
N
&
EX 6" ACP
1/
/
WM sea
DETAIL L
HYDRANT LATERAL
N.T.S.
J REMOVE 6" GATE VALVE
'.f'.137
6" CIP
DETAIL 0
N.T.S.
1/ 1/
-1515-
1/ 1/ 1/ -1513-
1/ 1/ 1/ / ___ P:_'°w ----GM
D
;?7 sco
/
===-S S-
1\ ( ,. "<' .,
G G G G
WM R --
1/ 1/ 1/ -1510-
0 0
CONSTRUCTION NOTES
(D REMOVE EXISTING 6-INCH STEEL WATER MAIN, FITTING, AND VALVES.
RETURN TO CITY'S UTILITY YARD AT 949 WEST 16TH STREET 0 CONSTRUCT 8-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN,
PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7
0) CONSTRUCT 6-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN,
PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7
,,
0 REMOVE EXISTING WATER METER AND INSTALL 1" METER SERVICE PER CNB
STD-502-L. SERVICE SADDLE SHALL BE BRONZE WITH A DOUBLE BAND
STAINLESS STEEL STRAP ® INSTALL NEW 8" DIP FLANGED COUPLING ADAPTER
® INSTALL NEW 8" DIP CROSS (FE X FE X FE X FE)
@ INSTALL NEW 8" RESILIENT WEDGE GATE VALVE (FE X MJ) AND RISER
PER CNS STD-508-L AND STD-511-L
@ INSTALL NEW 8" TO 6" DIP REDUCER (FE X MJ)
ffi ® INSTALL NEW 6" BUTTERFLY VALVE MUELLER PRATT (FE X MJ)
@ INSTALL NEW THRUST BLOCK PER CNB STD-510-L
----
G //..
@ FURNISH AND INSTALL FIRE HYDRANT, INCLUDING 6" RW (FE X MJ) GATE VALVE
AND RISER, PER CNS STD-500-L, STD-508-L, AND STD-511-L AND DETAIL "L"
SHEET 7
@ INSTALL NEW 6" VCP SEWER CLEANOUT (AT PROPERTY LINE) PER CNB
STD-406-L. PAVEMENT, BEDDING AND BACKFILL PER CNB STD-105-L
AND STD-106-L
@ CONSTRUCT 4" PVC C-900 CLASS 150 WATER MAIN, BACKFILL AND
BEDDING PER DETAIL ON SHEET 7
@ INSTALL NEW 6" LONG BODY TRANSITION COUPLING (PVC X CIP)
@ INSTALL NEW 6" LONG BODY TRANSITION COUPLING (PVC X ACP)
@ INSTALL NEW 6" DIP 45' BEND (MJ X MJ)
@ INSTALL NEW 8" TO 4" DIP REDUCER (FE X MJ)
@ INSTALL NEW 6" DIP BLIND FLANGE
ffi@ INSTALL NEW 8" TO 4" DIP REDUCING "T" (FE X FE X FE) e INSTALL NEW 6" RESILIENT WEDGE GATE VALVE (FE X MJ) AND RISER
PER CNB STD-508-L AND STD-511-L
@ INSTALL NEW 8" TO 6" DIP REDUCING "T" (FE X FE X FE)
@ INSTALL NEW 8" RESILIENT WEDGE GATE VALVE (MJ X MJ) AND RISER
PER CNB STD-508-L AND STD-511-L
@ INSTALL NEW 6" TO 4" DIP REDUCER (FE X MJ)
@ INSTALL NEW 6" TO 4" DIP REDUCING "T" (FE X FE X FE)
@ INSTALL NEW 4" RESILIENT WEDGE GATE VALVE (FE X MJ) AND RISER
PER CNB STD-508-L AND STD-511-L
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® INSTALL NEW 2" METER SERVICE PER CNS STD-503-L. SERVICE SADDLE 1-ADDENDUM NO. 1
SHALL BE BRONZE WITH A DOUBLE BAND STAINLESS STEEL STRAP L'..'l.
& X BOX WAS NOT REPLACED C-4007
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& 07 /27 /09 AS-BUILT
& 10/22/08 ADDENDUM NO. 1 -PLANS REISSUED
WEST OCEANFRONT ALLEY ~
WATER MAIN REPLCEMENT 1
STA. 5+25 TO 2+00, STA. 2+00 TO 1+71 ? MICHAEL J, SINACORI RCE 46214
STA. 0+00 TO 1+05 & STA. 0+00 TO 1+00 ~ 1------------+----.;;;;..;.;..;;...;;_..;;_;c_:_:;_;_.:,.;;._.;.;_...:;..;.;..;;c..;;._...;;_;;._;._.;;;;._;_;;..;;,.. ______ -I/
W-5316-S ~
ASSISTANT CITY ENGINEER
DESIGNED: DRAWN:
PA
CHECKED: DATE:
PA CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
1----------1 (I)
SHEET 07 OF 08 ? L..--------------------------------------------------------------------------.L...-..I...----..I.------------------...L.--.....11---------L---..:::.::.::.1...-~l.:;.:;.;i,.::,:;;J.... ____________________ .,_ ______ _,c__:
NO. DATE DESCRIPTION OF REVISIONS APPROVED MJS 10 22 08
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CONSTRUCTION NOTES
0 REMOVE EXISTING 6-INCH STEEL WATER MAIN, FITTING, AND VALVES.
RETURN TO CITY'S UTILITY YARD AT 949 WEST 16TH STREET
0 CONSTRUCT 8-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN,
BACKFILL AND BEDDING PER DETAIL ON SHEET 7
ffi @ CONSTRUCT 6-INCH DIAMETER PVC C-900 CLASS 200 WATER MAIN,
PAVEMENT, BACKFILL AND BEDDING PER DETAIL ON SHEET 7
0 REMOVE EXISTING WATER METER AND INSTALL 1" METER SERVICE PER
CNB STD-502-L
ffi @ INSTALL NEW 4" TO 2" DIP REDUCER (MJ X MJ)
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® CONSTRUCT 4" PVC C-900 CLASS 150 WATER MAIN, BACKFILL AND
BEDDING PER DETAIL ON SHEET 7
@ INSTALL NEW 8" RESILIENT WEDGE GATE VALVE (MJ X MJ) AND RISER
PER CNB STD-508-L AND STD-511-L
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RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
ffi @ INSTALL NEW 4" RESILIENT WEDGE GATE VALVE (FE X MJ) AND RISER
PER CNB STANDARD STD-508-L AND STD-511-L
@ INSTALL NEW 2" METER SERVICE PER CNB STD-503-L
& X BOX WAS NOT REPLACED
& 07/27/09 AS-BUILT
& 10/22/08 ADDENDUM NO. 1 -PLANS REISSUED
WEST OCEANFRONT ALLEY ~
WATER MAIN REPLCEMENT _g
STA. 5+25 TO 2+00, STA. 2+00 TO 1+71 ~
STA. 0+00 TO 1+05 & STA. 0+00 TO 1+00 ~ 1----~-----4----___;;;;..;..;_.:.;._;;;_.;;...;....:....;:;_.;._;:...;:;_;;.;.._..;;...;.:.....;;_.;;._;;_;;;_.;...;;;......;_.;;;_;;,.. ______ -I/
CITY OF NEWPORT BEACH 1--W_-_53_1_6_-S---1 i
MICHAEL J. SINACORI RCE 46214
ASSISTANT CITY ENGINEER
DESIGNED: DRAWN:
PA PA
CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 08 OF 08 3-'--------------------------------------------------------------------..L--..L----.L...----------------..L---...L..-------..L...--...;::;:,:;:i._~1.;.;;...:::;;1--__________________ 1--_____ __.c;_:
NO. DATE DESCRIPTION OF REVISIONS APPROVED MJS 10 22 08