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CITY OF
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MESA
VlCTOR:A
VICINITY MAP
SCALE: 1" = 4400'
SYMBOL LEGEND
POWER POLE
SSMH S.ll.NITARY SEl.~/ER MANflOL[
f IRE HYlJRM-il
PO'wER POi_~ .A\JC!-ICR
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f>.SPHkl_T PP-.\/[t.-lFNT
EXIST:r·-;G CONSTRIJCT'ON
ST. •
NEWPORT.
CITY
OF RISO/;
,NEWPORT
.··,BEACH
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ABBREVIATIONS
V TRIFlrn CLAY PIPE
RWV
C.A.TV (" "-'1:_r:. l'./
DWY DRl\"'ENAY
cc
EV
SW
[LEC7RICA1 VAL\!C:.,
N CITY
OF
IRVINE
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CATV
STREU UGciT
9GN
Sf>R!NKU:..I?
CALL TOLL FREE
1-R00-422-41JJ
B'cTORE YOU DIG
EMERGENCY TELEPHONE NUMBERS
SOlJTH~RN CJ:\i iF:JRl\ilt-\ CAS ·::m,PA:·,rr
SOUTHERN CAUFORNl,6, EDIS'.)N cm.~pt,,;"J'(
Cl f'{ or.-NE WP'.)F-(1" 3E.t.,CH (t,'T!U fJ[S 01vs1m-,)
ORP.NCE CU.J0JT1' "s~t.~-11 T.t:, TiOhJ DlSIR!C:
ADE:.J:"•f--llA CAGL.L\i·:JO~;
Ut·JCLRGROUND SD?ViC[ Al.CRr
DAY
949)-64,1--."'.>()1 ·,
?14)--962·-24: "j
94 9)-54:!-C);::} 2
(80C)-422--,t13:.3
NIGHT
(gt..9 )-5.:.c:',-6 '.'122
i(euh)-422-4153
GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUB11r, IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH
CONSTRUCTION STANDARDS, SIANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANBARO DRAWINGS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1994 EDITION.
2. SEE R-5774-S FOR STREET PLANS.
3. [XISTING UNDERGROUND UcLITIES ARE SHOWN AS PER AVAILABLE RECORDS, IHE CONTRACTOR SHALL BE RESPONSIBLE FDR
VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO RFG!NNING CONSTRUCTION OF NEW FACILITIES
4. IHE WALLS AND FACE OF ALL EX CAVA T!ONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY
A SHORING SYSTEM. SLOPING OF THF GROUND OF OTHER EQUIVALtNT MEANS. TRENCHES OR EXCAVATIONS LESS THAN
FIVF (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT
MAY Bt EXPECTED.
5. THE CONTRACTOR(S) SHALL OBTAIN A PERl11T TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4
ABOVE FROM CAL-OSHA.
6. ALL WATER AND SEWER PIPE SHALL BE BEDDED PER PIPE BEDDING STD-106-L.
PUBLIC WORKS DEPARTMENT
LITTLE BALBOA WATER IMPROVEMENTS
C-3397
7. ALL WATER MAIN FITTINGS Sl!ALL □[ MECHANICAL JOIN' DUCTILE IRON (CL 52 MIN.) UNLl:.SS OTHERW!SE SPECIFIED, ALL
WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLFNF ENCASEMEN~ PER SECTION 207-9.2.6 OF THE
STANDARD SPECIFICATION.
8. THRUST BLOCKS SHALL BE INSTAUED ON ALL WA rm MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH
STD-510-1_.
9, WATER •IAINS SHALL HP.VE A MINIMUM Of JO" OF COVER FROM SUBGRADE.
10. THE CONTRAClOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF OF ANY FIRE HYDRANTS
AND ANY LONE CLOSURES AT (949) 644-5106,
11. ALL FLANGE JOINTS SHALc 81:. JOINlD UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS.
GASKETS SHALL BE FJLL FACED, Cl 0TH RFINFORCED BUNA-N RUBBER.
12. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS
AND JOINING HARDWARE FABRICATED F~OM TYPE 316 STAINLESS STEEL.
APPROVED: DATE: tfP'?
13, PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS /\ND SHA.CKLE-CLAMP ASSEMBLIES SHALL RC ,JOINFD
UTILIZING TYPE 316 STAINLESS STEEL ALL-Tl IR[AOED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLcS AND OTHER
HARDWARE MAY BE CARBON STEELS OR DUCTILF IRON Wi-lERE APPROPRIATE. BUT MUST BE COATED LIBERALLY WITH
CORROSION PROTECTIVE MASTIC COMPOUND.
14. ~OLlED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY
V~TH AN APPROVED ANTI-CEASE COM~OUND.
15. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTUR[D IN THE UNITED STATES OF AMERICA AND SHALL
CONFORI~ TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION ANO DIMENSION AS ESTABLISHED
BY THE ASTM AND THE ANSI SPECIFICATIONS, ALL FASTENlRS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION
FROM THE MANUFACTURER.
16. WATER I.INF DISTANCFS SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANC[S.
17. ALL MECHANICAL JOINTS SHALL Be INSTALLED WITH R[TAINCR GLANDS.
thlffl APPROVED ltJ o, • ,
CITY R R.C.E. NO. 24967
18, THIS PROJECT INCLUDES CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPE (ACP) AND CUTTING AND REMOVAi OF A.C P.
THE CONTRACTOR IS ADVISED ASBESTOS !S A KNOWN CARCINOG[N \\l1EN INHALED AND POSES SERIOUS HEAL TH RISKS.
THE CONTRACTOR SHALL PERFORM ALL CUTTING AND HANDLING OF AC.P. IN STRICT CONFORMANCE WITH APPLICABLE
CAL-OSHA. EP.A. AND GOVERNING I i[ALTI: AGENCY REQUIREMENTS. SEE THE PROJECT SPECIAL PROVISIONS FOR
ADDITIONAL REQUIREMENTS.
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19, CONTRACTOR SHALL ADJUST AND RELOCATE ,ffTER BOX TO GRADE AT PROPFRTY LINE AND WILL CONNECT TO EXISTING
SCRVICE ON PROPERTY SIDE OF METER.
20, ~ACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1,3, EXCEPT THAT RELATIVE COMPACTION SHALL BE
90 PFRCFNT MINIWJM.
21. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTR,ACTOR SHALL SUBMIT TO THE ENGIN[[R IOR APPROVAL,
DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULAT!ONS FOR THOSE MODIFICATIONS OF PIPE STR[NGTII AND / OR
~EDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRAC1.
22. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT:
BALBOA ISLAND CHANNEi_ (A) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OP~ION ANO SOI F
EXPENSE.
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BALBOA ISLAND
EXISTING CIP
PROPOSE PVC
® = SHEET ND.
(B) HAUNCH BEDDING SrlALL BE HAND TAMPED TO 90% RELATIVE crnJPACT ION MINIMUM FOR PVC, RPM, HOPE, AND
ALL OTHER FLEXIBLE PIPE INST/\LLMIONS. WHEREUPON THE REMAlflDER OF BEDDING (ABOVE-SPRINGI INF) MAY BE
COMPACTED CONCURRENTLY WITH THE BACKFILL.
23. TRENCH RESURFACING IN PORTLAND CEMENT CDNCREll PAVlMl:.N I SHALL BE PER STANDARD SPECIFICATIONS SECTION
306-1.5, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560-C-3250,
24. THE CONTRACTOR SHALL INSTALL A 10 GAUGE INSULATING TRACING WIRl ON PVC WAlIR MAIN PER INSTRUCTION FROM
UTILITIES REPRESE~TATIVE LOREN LOVE (949) 718-3410,
25, THE CONTRACTOR SHAcL PRO I lC I ALL Cl I Y l:.LlC IRICPL CONDUITS :N Pc.ACE,
CONSTRUCTION NOTES
CD INSTALL 10" x 8" DUCTILE IRON (FE x FE) REDUCER.
0 INSTALL 8" DUCTILE IRON RESILIENT WEDGE (FE x MJ)
GATE VAL VE AND RISER PER CNB STD-508-L, ANO
STD-511-L.
0 REMOVc AND SALVAGE EXISTING WATER VALVE, RISER,
FRAME, AND COVER.
0 INSTALL 8" C-900 CLASS 200 PVC WATER MAIN.
® INSTALL 8" 4~ UE.GREE OUCTILE IRON (FE x MJ) BENO,
® INSTALL 8" 45 DEGREE DUCTILE IRON (MJ x MJ) BEND.
0 INSfALL 8" 90 DEGREE DUCTILE IRON (MJ x MJ) BEND,
® INSTALL 8" DUCTILE IRON (FE x FE) TEE.
® INSTALL 8" (FE x MJ) ADAPTER.
@ INSTALL 8" 22½ DEGREE DlJCTILE IRON (MJ x MJ) BEND.
@) ABA~DON EXISTING WATER MAIN FACILITIES IN PLACE, PLUG
EXPOSED ENDS WITH CONCRETE.
@ INSTALL 6" PVC x ACP TRANSITION COUPLING.
@ INSTALL 4" x 8" DUCTIL[ IRON (MJ x FE) CROSS,
@) INSTALL 4" DUCTILE IRON RESILIENT WEDGF (FF x M,I)
GATE VALVE AND RISER PER CNB STD-508-L, AND
STD-511-L.
@ INSTALL 4" C-900 CLASS 200 PVC WATER MAIN.
@ INSTALL 4" PVC x ACP TRANSITION COUPLING.
@ INS IALL 6" C-900 CLASS 200 PVC WATER MAIN.
@ REMOVE EXISTING AND INSTALL NEW FIRE HYDRANT ?ER
APPLICABLE PORTIONS OF CNB STD-500-L,
@ INSTALL 8" x 6" (FE x FE) DUCTILE .IRON TEE.
@ INSTALL 8" PVC x ACP TRANSITION COUPLING.
@ INSTALL NEW WATER SERVICE PER CNB STD-502-L,
~-IV INSTALL 6" 22½ DEGREE DUCTILE IRON (FE x MJ) BEND.
@ INSTALL 8" DUCTILE IRON RESILIENT WCDG[ (1[ x ,E)
GATE VALVE AND RISER PER CNB STD-508-L, AND
STD-511-L,
LOCATION MAP
@ INSTALL 8" x 8" x 6" DUCTILE IRON (MJ x MJ x FE) TEE
@) !NSTAcL 6" PVC x CIP TRANSITION COUPLING,
@ CONSTRUCT THRUST BLOCK PER CNB STD-510-L.
(I.§) INSTALL 6" 11¼ DEGREE DUCTILE IRON (FE x MJ) BEND.
0i) REMOVE EXISTING INTERFERING PORTION OF HOPE AND
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NOTTOSCALb
ArrROVAL RECOMMENDED
@ INSTALL 8" x 6" DUCTILE IRON (,E x MJ) REDUCER.
@ '.NSTALL 6" DUCTILE IRON RESILIENT WEDGE (FE x MJ)
GAil VALVE AND RISER PER CNB STD-508-L, AND STn-511-L.
@ INSTALL 8" 90 oi:mu: UUCIILE l~ON (FE x FE) BEND.
APPROVAL RECOMMENDED APPROVAL RECOMMENDED OED
-BUTT FUSE HDPE FLANGE TO END OF PIPE,
® INSTALL 8" 22½ DEGREE DUCTILE IRON (FE x MJ) BEND.
@ INSlALL B"x B"x 6" DUCTILE IRON FE x FE x FE TEE.
C-3397
M dB~ LITTLE BALBOA ISLAND
-----,----,1RANSP. & DEV. SERVICES MANAGER Ullllli[S DIHLCTOIJ ~ .. ~ GffiAlStfivlCES DIRECTOR
R.C.E. NC. 22045 R.C.E. NO. 25553 WATER IMPROVEMENTS
,___· --+. _--~---+f-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--+-j-_-_-_--I-, DATE --------~D::,A;_1E:;_;;;=l;;;L;;;-;;;;,;l;;;q;;;_=ttJ;;;;t;;;;;=+D::.A;_TE:;_;;;;;;~;;;I ;;;';;;'l;;;;,;-0;;;;'.;t===➔D::,A;_TE:;_;;;=;:;' :,,;;-;;;-i~-;;;0~1==~-------------T""."".'""~~~-~11
DESIGNED SL DRAWN MEUAS CITY OF NFWPORT BEACH W-5286-S
DATE BY DESCRIPTION CF REV,SIONS APP'D. CHECKED DATE
MS 20 JUL 2001 PUtlLIC WORKS DEPARTMENT SHEET 1 OF 3
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NOTE:
10" x 8" REDUCER
CONTRACTOR SHALL
PROTECT ALL BULKHEAD
TIE BACKS IN PLACE.
SEE DETAIL C
7' OF 8" PIPE
7> "' ,'--,
2'-11" OF 8" PIPE
45° BEND
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DETAIL D
SCALE 1" = 10'
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Exi:3L 8" C!!"-
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DETAIL C
SCAI_E 1" = 1 D'
7
2
ffi " COUPLING
45° BEND
42"LONG 6" PIPE
36"LONG 6" PIPE
45° BEN
30"LONG 6" PIPE
CONSTRUCTION NOTES:
I
0 INSTALL 10" x 8" DUCTILE IRON (FE x FE) REDUCER,
0 INSTALL 8" DUCTILE IRON RESILIENT WEDGE (FE x MJ) GA IE
VAL VE AND RISl'R PtR CNB STD-508-L, AND STD-511-L.
0 REMOVE ANll SALVAGE EXISTING WATER VALVE, RISER, FRAME,
AND COVER.
0 INSTALL 8" C-900 CLASS 200 PVC WATER MAIN.
0 INS[ALL 8" 45 DEGREE DUCTILE IRON (MJ x
® l~STALL 8" (FE x MJ) ADAPTER.
MJ) BEND.
@ INSI ALL 8" 22½ DEGREE DUCTILE IRON (MJ x MJ) BEND.
@ ABANDON EXISTING WATER MAIN FACILITIES IN PLACE PLUG
EXPOSED ENDS WITH CCNCRETE.
@ INSTALL S"x S"x 6" DUCTILE IRON (MJ x MJ x FE)
@ CONSTRUCT THRUST BLOCK PER CNB STD-510-L.
TEE.
@ INSTALi 6" DUCTILE IRON RESILIENT WEDGE (FE x MJ) GATE
VALVE AND RISER PER CNG STD-508-L, AND STD-511-L.
7 /16/02 MG AS BUILT SL APPRO\£D
----+---I
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SCALE 1'' = 20'
11 I
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-INSIALL 6" PVC x ACP TRANSITION COUPLING .
-INSTALL 6" C-900 CLASS 200 PVC WATER MAIN.
-REMOVE EXISTING AND INSTALL NEW FIRE HYDRANT PER
APPLICABLE PORTIONS OF CNB STD-500-L.
@ -INSTALL NEW WATER SERVICE PER CNB STD-502-L.
@ -INSTALL 6" 22,¥, DEGREE DUCTILE IRON (FE x MJ) BEND.
@ -INSTALL 8" DUCTILE IRON RESILIENT WEDGE (FE x FE) GATE
VALVE AND RISER PER CNB STD-508-L, AND STD-511-L.
-INSTALL 6" 11¼ DEGREE DUCTILE IRON (FE < ft) BEND,
-REMOVE EXISTING INTFRFERING PORTION OF HOPE AND BUTT
FUSE HOPE FLANGE TO END OF PIPE.
-INSTALL 8" 22,¥, DEGREE DUCTILE IRON (FE x MJ) BEND.
-INSTALL 8" x 8" x 6" DUCTILE IRON FE x ft x FE TEE.
C-3397
LITTLE BALBOA ISLAND
WATER IMPROVEMENTS
DATE 11 • \"l-o\
DESIGNrD DRAWN Sc MELIAS CITY OF NEWPORT BEACH W-5286-S
DATE BY DESCRIPTION OF REVISIONS APP'D. CHECKED DATE
MS 20 JUL 2001 PUBLIC WORKS DEPARTMENT SHEET 2 OF 3
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DETAIL A BA,LBOA ,6,\/ENUE 14 10
TRANSITION
COUPLING\ 8" x 4" REDUCER
8" PIPE
CL
c) SCALE 1" -10'
8" PIPE
6" PIPE-'----8" x 6" REDUCER
4
L_ SEE DETAIL B
45° BEND
VALVE &
32" OF 8" PIPE
23
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DETAiL B
SCALE 1" = 10'
·-·,,....._\
WATER METER
90° BEND
o 0
O scEV
\_ 8" SEWER LINE
45° BEND
rr~-8" x 6"
REDUCER
J.-.----6" PIPE
SCAI_E 1" = 20'
CONSTRUCTION NOTES:
0 INSTALL 8" DUCTILE IRON RESILIENT WEDGE (FE x MJ) GATE
VALVE AND RISCR PER CNB STD-508-L, AND STD-511-I.
CD REMOVE AND SALVAGE EXISTING WATER VALVE, RISER, fRAME,
AND COVFR.
0
0
®
®
@
@
@)
@
@
INSTALL 8'' C-900 CLASS 200 PVC WATER MAIN.
INSTALL 8" 90 DE.GRH DUCTILE IRON (MJ x MJ) BEND.
INSTALL 8" DUCTILE IRON (:T x FE) TEE.
INSTALL 8" (FE x MJ) ADAPTER.
INSTALL 8" 2:z½ DEGREE DUCTILE IRON (MJ x MJ) BEND.
ABANDON EXISTING WATER MP.IN FACILITIES IN PLACE PLUG
EXPOSED ENDS WITH CONCRETE
INSTALL 6" PVC x CIP TRANSITION COUPLING.
CONSIRUCI THRUST BLOCK PER CNEJ STD-510-L.
INSTALL 8" x 6" DUCT:LE IRON {FE x M,1) REDUCER.
@ INSTALL 5" DUCTILE IRON RESILIENT WEDGE (FE x MJ) GATE
VALVE AND RISER PER CNB STD-508-L, AND STD-511-L.
7 /16/0 _cc_MG+-L..:.~_A_S_BU_IL_T ______ --t_S_L--1 APPROVED
CONTRACTOR SHALL
PROTECT ALL BULKHEAD
TIE BACKS IN PLACE.
@ INSTALL 8" 90 DEGREE DUCTILE :RON (FE x FE) BENO.
@ INSTALL 6" PVC x ACP TRANSITION COUPLING.
@ INSTALL 4" x 8" DUCTILE IRON (MJ x FE) CROSS.
@ INSTALL 4" DUCTILE IRON RESILIENT WEDGE (FE x MJ) GATE
VALVE AND RISER PER CNB STD-508-L, AND STD-511-L.
INSTALL 4" C-900 CLASS 200 PVC WATCR MAIN.
INSTALL 4" PVC x ACP TRANSITION COUPLING.
INSTALL 6" C-900 CLASS 200 PVC WATER MAIN.
REl10VE EXISTING AND INSTALL NEW FIRE HYDRANT PER
APPLICABLE PORTIONS OF CNB S,D-500-L.
INSTALL 8" x 6" (FE x FE) DUCTILE IRON TEE.
INSTALL N[W WATER SERVICE rER CNB STD-502-L.
C-3397
LITTLE BALBOA ISLAND
WATER IMPROVEMENTS
DATE _ \\•U,-01
DESIGNED DRAWN MELIAS SL CITY OF NEWPORT BEACH W-5286-S
DATE BY DESCRIPTION OF REVISIONS APP'D. CHECKED DATE
MS 20 JUL 2001 PUBLIC WORKS DEPARTMENT SHEET 3 OF 3
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