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Q_ INDICATES :REA
SHOWN ON
LOCATION MAP
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VICINITY MAP
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PROJECT LOCATION · ~
--------G~APHIC SCALE IN MILES
SYMBOL LEGEND
♦ POWER POLE
0 MANHOLE
tr FIRE HYDRANT
□ METER BOX
--0-VALVE
E-POWER POLE ANCHOR
D,. MONUMENT
-x-x-FENCE
BLOCK WALL
c(?J TREE
[J'-. fJ SH RUBBERY /'
&.&.&& ASPHALT PAVEMENT
~M BRICK WALK
l_:__-'~'"j CONCRETE
t '.?
<L/L'--"'-"'"'1 BUil DING
EXISTING CONSTRUCTION
NEW CONSTRUCTION
---i-CENTERLINE
----e,-SEWER LINE
-----w-WATER LINE
--~-GAS LINE
-E.-POWER LINE
-lEt.-TE,LEPHONE LINE.
--TV-CABLEVISION LINE
-sP-SPRINKLER SYSTEM
~ STREET LIGHT
ABBREVIATIONS
P.L.---PROPERTY LINE
DEP.---DEPRESSED
INT.---INTERSECTION
IP&T---IRON PIPE AND TAG (SURVEY MARKER)
H.P.---HIGH POINT
EMERGENCY TELEPHONE
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (PUBLIC UTILITIES)
COUNTY SANITATION DISTRICTS
COMCAST CABLEVISION
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALERT
NUMBERS
NUMBER
634-0251
895·0221
611
644-3011
962-2411
542-6222 after 6:oo 542-3975
720-4040
1-800·422-4133
CITY
NEWPORT
OF
BEACH
PUBLIC WORKS DEPARTMENT
SEWER MAIN REPLACEMENT-PROGRAM
.i~n. , • '.,l 1;:/~if!
E~P. 3·31-,3
APPROVED:
APPROVED=
1988-89
CONTRACT NO. 270 0
PULICWORKS DIRECTOR RE. 12806
DA TE : __9-2..>-89
q-1rb:~ DATE=
DEPUTY UTILITIES DIRECTOR R.E. 38799
----~·SHEET N0.4
3,f.5
LOCATION MAP
SCALE I'~ 1600'
SHEET N0.4
I
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GENERAL NOTES.
1 ALL WORK DETAILED ON THESE PLANS TO BE PREFORMED UNDER
CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S
STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL
PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1988 EDITION
AND SUPPLEMENTS TO DATE.
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 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR,
DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS.
4 STATIONING REFERS TO THE CENTERLINE OF SEWER MAINS.
5 THE CONTRACTOR IS ADVISED THAT A SUBSTANTIAL PORTION OF THE
MATERIAL THAT THE SEWER MAIN TRENCHING WILL BE IN IS A NON-
COHESIVE SANDY SOIL. TRENCH SHEETING MAY BE NECESSARY FOR
WORKERS PROTECTION IN CERTAIN TRENCHES AND EXCAVATIONS.
6 SEE A-5123-S FOR CONSTRUCTION OF ALLEY IMPROVEMENTS.
S-5127-5
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1{1::MOVJ:: EXlS'l'LNG H.C. ANU CONS'l'HUC'l' NJ::1-.' 4-lNCH H.t.:. W.l'l'H
CLEAN-OUT PER APPLICABLE PORTION OF CNB STD-406-L.
HEMOVt: Sl:WER MAHI l:MBIWPEO 1N .b:XlSl'.lNG MANHOLh: llASI<: AND
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HISTAl,L 6-INCH r:TASS 150 ACP HAIN WITH ,TRENCH RESURFl\.ClNG
PER CtHI STD-105 L.
INSTALL 6" RIKG 'l'TGH'T' 90° BENO WITII THRUST BLOCK PER CNB
STD-510-L,
INSTALL WATER MAIN PLUG.PER APPLICABLE reRTIONS OF CNB STD-
504-L.
.lN!fl'ALL 6" FLl\NGE X RTNG TIGHT BUTTERFLY VALVE.
CUT AND I'LUG THE EXIS'l'lNG 2" SERV,ICE AT THE CORPORATION
S'l'OP.
INSTALL 6" RING TlGH'I' BUTTERFLY VALVE.
CONSTRUCT 8-INCH SE~ER MA.IN.
INS'l'ALL 8-INCH, CLASS 52, DUCJ'TI.E IRON WATER MAIN.
INSTALL 8 11 22 l/2o MECHANlCAL JOINT BEND WITH THRUST BLOCK
P&R CNB STD-510-L.
INSTALL 6-INCH SLEEVE COUPLING.
INSTALL 8" X 6" MECHANICAL JOINT REDUCER.
INSTALL 6" X 6" RJNG TIGHT FLANGE TEE WITH THRUST BLOCK PER
CNB STD-510~L,
INSTALL 6-INCH MACHINED-OVF.R-ALL (MOA) PUP •
INSTALL VALVE A..'ICHOl{ AND TIE BACKS ON EXISTING VALVE.-
RECONNECT EXISTING 2-INCII COPPER SERVICE.
INSTALL 8-INCH MECHANICAL JOINT CAP.
INSTALL 8-INCH AC, CLASS 1501 WA'l'ER MAIN (6'-6" IDNG) WITH
'l'Rt:NCH RESURFACING PER CNB STD-105-L.
INSTALL 8" X 8" MECHANICAL .:i·oINT X FLANGE TEE WITH THRUST
BLOCK PER CNB STD-510-L.
INSTALL 8-INCH PLANCE X RING TIGHT BUTTERFLY VALVE.
INSTALL 6-lNCH RING TIGHT X FLANGE ADAPTER.
INSTALL 8" X 611 MECHANICAL JOINT X l!'LANGE CROSS WITH THRUST
BLOCK PER CNB STD-510-L.
C-Z7t/lJ
REMOVE EXISTING SEWER CLEAN-OUT.
COlfSTRUCT SEWER M,H. PER CNB STD-40.l-L,
REMOVE EXISTING H.C. ANO CONSTRUCT NEW 6-INCH H.C. WITH
CLEAN-OUT 'J'O J"OTN EXISTING LATERAL AT PROPERTY LINE WITII
NEOPRENE FLEXIBLE SEWER PIPE COUPLING AND STAINLESS STEEL
~ANUS PER APPLICABLE PORTION OF CNB STD-406-L INCLUDING
TRENCH RESURFACING PER CNH STD-105-L.
/E-fo9-i>B El 9.54 f/97/J I/If.fl}
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PAIJGIIAM COUSTRUCT SEWER CLEA?l-OUT PER CNB STD-400-L W-ITII 6-INCII
lUS!::R.
i\BAKDON EXISTING 2-IHCH SERVICE.
ABANDON EXISTING SEWER MAIN.
COHNECT NEW SEWER M.11,.IN AND REMODEL FLOOR OF EXISTING MANHOLE
TO CONFORM WITH APPLICABLE PORTIONS OF CNB STD-401-L.
CONSTRUCT 6-INCH THICK PCC PLUG IN EXISTIHG SEWER MAIN
OUTLET OF EXISTING MANHOLE.
CONS'I'RUC'.l.' 8-INCH SEWER MAIN WITH TRENCH RESURFACING PER CNB
STD-105-L.
INSTALL 8-INCH ACP, CLASS 1~0 WA'l'ER MAIN WITH TRENCH
RESURFACING PErt CNB STD-105-L.
INSTALL S" RING TIGHT X S" RING TIGHT X 6" FI.ANG~ 'l'EE WITH
THRUST BLOCK PER CNB STD-510-L.
REMOVE EXISTING FIRE HYDRANT rum INSTALL NEW FlRE HYDRANT
ASSEMBLY PER CNB ST0-500-L, FIRE H~DRANT SHALL BE JONES
J-3765.
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PUBLIC WORKS DIRECTOR IZ-Rat.
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APPROVED
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R.E. NO. 38799
fi.E. EXP!R. DATE 3 /31 /93
DATE 1\'.1\~o
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DATE BY
EXIST. AllEY / Rt»IOWAY .S'VQFACE
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CHY.ITAL AV£
DESCRIPTION
REVISIONS
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CONSTRUCTJnN NOTES
REMOVE SEWER HAIN EMBEDDED IN EXISTING MANHOLE BASE 1'.ND
CONNle:C'l' NEW SEWER HAIN TO EXISTING MANHOLE DASE USING THE SAME O[JTT,ET.
INSTALL 6-INCH 45o'BEND, MECHANICAL JOINT WITH RETAINER
Gl~NDS, WITH THRUST BLOCK PER CNB STD-510-L.
INSTALL CAULDER ADAPTOR COUPLER ~D STAINLESS STEE4DANDS,
CONSTRUCT SEWER M.H. PER CNR STD-401-L.
1'.BANDON EXISTING SEWER MAUI.
ABA;NDON EKISTING SEWER FWSH TANK.
REMOVE EXISTING SEWER MATN AND CONSTRUCT 12-INCH DUCTILE
IRON SEWER MAIN.
REMOVE EXISTING H.C. AND CONSTRUCT ijEW 4-INCH DUCTILE IRON
H.C. PER APVLICABLE PORTIONS OF CNB STD-406-L.
INSTALL 6-INCH DUCTILE IRON PIPE, CLASS 52 IN 8 MIL LOOSE
POLYE."I'HYLENE ENCASEMENT.
CONSTRUCT SEWER M.H. WITH 2411 TO 48" DIAMETER ECCENTRIC com::, 24" IN HEIGHT AND PER APPLICABLE PORTIONS OF CNB
STD-401-L.
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REMOVE EXISTING VALVE,
RF.MOVE EXISTING SERVICE AND REPLACE WITH NEW 1" SERVICE TQ
EXISTING METER BOX PER APPLIC1'.BLE PORTIONS OF CNB STD-502-L.
REMOVE EXISTING 8-INCH SEWER MAIN AND CONSTRUCT NEW ~-INCk
DIAMETER SEJIBR MAIN IlfCLUDING TRENCH RESIJRFACING PER ;CNB
STD-105-L."\PVC) , ;
REMOVE EXISTING H.C. AND CONSTRUCT NEW 6-INCH H.C. WJTH
CLEAN-OUT TO JOIN EXISTING LATERAL AT PROPERT'i LINE WITH
NEOPRENE FLEXIBLE SEWER PIPE COU['LING AND STAINLESS STEEL
BANDS PER APPLICABLE PORTION OF CNB STD-406-L INCLUDING
TRENCH RESURFACING PER CNB STD-105-t.
CONSTRUCT 4• THICK PCC SIDEWALK.
REMOVE EXISTING SEWER MAIN MD CONSTRUCT NEW 12-INCH
DIAMETER SDR 35 PVC SEW~R MAIN.
REMOVE EXISTING SEWER M.II.
REMOVE EXISTING PCC PIPE SUPPORTv
CONSTRUC'I FCC PIPE SUPPORT PER D~TAIL "A" HEREON.
REMOVE EXISTI~G ENCROACHING WOODEN DECK,
INSTALL 611 AC ROUGH BARREL X D,I,P. TRANSITION COUPLING.
INSTALL 6-INCH MECHAINCAL JOINT BUTTERFLY VALVE WITH TWO
SETS OF RETAINER GLANDS,
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BALBOA
CQNSTRUCI'ION NOTES
RRMOVF. EXI~TING 8-INCH SEWER MAIN AND CO?fSTRtCT NEW B-:INCH
DIAMETER S~WER MAIN,(P\l'C)
REMOVE EXISTING H.C. AND CONSTRUCT NEW 4-INCH H.C. WITH
CLEAN-OUT PER APPLICABLE PORTION OF CN8 STD-406-L.
REMOVE SEWER MAIN EMDEDDED IN EXISTING MANHOLE BASE AND
CONNECT NEW SEWER MAIN 'J.'D ,EXISTINO MANHOLI:i BASE USING THE
SAME OUTLET.
RECONNECT EXISTING SEWER LAT~RAL INTO lli'W MANHOI.3 OAgE,
i<.EMOVE EXISTING VALVE.
REMOVE EXISTING 8-INCH SEWER MAIN AND CONS'.L'RUCT NEV, 8-INCH
DIAMETER SEWER MAIN INCLUDING TRENCH RESURFACING PFR CNB
STD-105-L,
CLOSE ANO rLUG EXISTING VALVE, REMOVE EXISTING VALVE CCV.EH
A.'rn PATCH BACK, COUSTRDCT PCC THRUST BLOCK PER APPLH'.AB:,E
PORTIONS OF CNB STD-510-L.
INSTALL 8-INCII JllECHAN:ICAL JOINT BlJ',I'TERFLY VAC..VE.
TIE-BACR EXISTING VALVE AND SET EXISTING WA1'ER Ml1IN ·w,LVl::: lN
THE OPEN POSITION, REMOVE VALVE COVER AND PATCH R/:\C'.K.
INSTALL 8-DJCil RING TIGHT ~50 B"END WITH THRUST llLCCK PER CNB
STD-510-L.
0)
0
I
REMOVE EXISTING FIRE HYDRANT AND INSTALL NEW FIRE HYDRANT
ASSEMBLY PER CNB ST0-500-L, FIRE HYDRANT SHl,LL EE JONES
J-3765.
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CONSTRUCT S~W~R M.H. PER CNB STD-40L-L.
REMOVE EXISTING H.C. AND CONSTRUCT NEW 6-INCH H.C. WTTH
CLEAN-OU-? TO JOIN EXISTING LATERAL AT PROPERTY LINE WITH
NEOPRENE FLEXIBLE SEWER PIP~ COU~LING AND STAINLESS STEEL
BANDS PER APPLIC~BLE PORTION OF CNB STD-406-L INCLUDIN~
TRINCH RESURFACING PER C~B STD-105-L.
INSTALL 8-INCH ACP, CLAS~ 150 WA'.l'ER MAIN WITH 'IRENCH
RESURFACING PER CNB STD-105-1,.
INS'l'AL.L 6-INCH CLASS 1.50 ACP MAIN WITH TRENCH RESURFACING
PER CNB STD-105-L.
IC ALE ,, •• 20 •
CONSTRUCT SEWER CLEAN-OUT PER CNB STD-400-L WITH 6-IKCH
RISER.
ABAHDO?I EXISTrnG S:':WER MAIN,
ABA?WON EXISTHJG SEWER CLEAN-OUT.
ABANDOU EXIS'l'UJG SEWER M,H.
DIETERICH POST REORDER NO. 113013
CONSTRUCT 8-INC::H SEWER MAIN WITH TR!SNCH RF.SURFACING PER CNB
STD-L05-L,
REMOVE EXISTING SEWER M.H.
ABANDON EXISTING WATER MAIN,
INSTALL l.6" X 6n STAINLESS STEEL TAPPING SLEEVE WITH 6" RW
TAPPING VALVE WITH RING TIGHT OUTLET.
INSTALL 8-INCH RING TIGHT 9o0 BEND WI'l'H THRS:ST BLOCK P.kiR CNB
STD-;;10-L.
INSTALL 8 •! RING TIGHT X 8" }UNG Tl:CJHT X 6" FLANGE TEE WITH
THRUST BLOCK PER CNB.STD-510-L.
REMOVE EXISTING SERVICE AND REPI.11.CE WITH NEW l" SERVICE TO
EXISTTNG MF:TRR ROX PER APPLICABLE PORTIONS OF CNB STD-5C2-L
INCLUDING TRENCH RESURFACING PER CNB STD-105-J,.
RECONNECT EXISTING 6-INCH FIRE SERVICE.
INSTALL 611 _RING TIGHT goo BEND WITH THRUST BLOCK FER CNO
STD-510-L.
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INSTALL 6 11 FLANGE X RING TJ;GH'l' BUTTERFLY VALVE.
INSTALL 6 11 RING TIGJlT BUTTERI'LY VALVE, c~z700
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DATE BY DESCRIPTION
REVISIONS
APP'D.
PUBLIC
DAT
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SL
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DRAWN
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DATE
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PUBLIC WORKS DEPARTMENT SHEET S OF S
CIETERICH POST REORDER NO. 113013
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CONSTRUCTION NOTES
INSTALL 6-INCH DUCTILE IRON PIPE, CLASS 52 IN 8 MIL LOOSE
POLYETHYLENE ENCASEMFNT.
REMOVE EXISTING SERVICE AND REPLACE WITH NEW 1" SERVICE TO
EXISTING METER DOX r'ER APPLICABLE PORTIONS OF CMB STD--502-L.
ABANDON EXIST1NG WATER MAIN.
TNSTALL 6-INCH CLASS 150 ACP MAIN WITH TRENCH RESURFACING
PER CNB STD-105-L.
INSTALL WATER-1'1AIN PLUG PER APPLICABLE PORTIONS OF CNB STD-
504-L.
INSTALL 6" AC ROUGH BARREL X D.I.P. TRANSITION COUPLING.
INSTALL 6-INCH MECHANICAL JOINT BUTTERFLY VALVE WITH
RETAINER GLANDS.
INSTALL 6-INCH MECHANICAL JOINT 45 .... BEND WITH RETAINER
GLANDS.
ABANDON EXISTING WATER MAIN VALVE.
INSTALL 6-INCH MECHANICAL JOINT 90"" BEND WITH RETAINER
GLANDS.
INSTALL 6-INCH DUCTILE IRON FLEX COUPLING
REMOVE EXISTING TEE AND INSTALL 6" X 6" MECHANICAL JOINT X
MECHANICAL JOINT TEE, WITH RETAINER GLANDS, AND CONCRETE
THRUST BLOCK PER CNB STD-51 0-L.
REMOVE EXISTING WATER MAIN AND INSTALL 6-INCH DUCTILE IRON
PIPE, CLASS 52 IN 8 MIL LOOSE POLYETHYLENE Ef\lCASEMENT.
REMOVE EXISTING INTERFERlNG PIPE AND TEE, CUT IN A SECTION
OF 6-INCH DUCTILE IRON PIPE.
·/..905·
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EXP. DATE 3-31-93
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REVISIONS
APP'D. DES I GN ED Sl
CHECKED
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SEWER MAIN REPLACEMENT
PROGRAM
1988-89
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