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19TH ST.
BAKER
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CITY
OF
IRVINE
U.C.I.
PUBLIC WORKS DEPARTMENT
CITY OF NEWPORT BEACH
GENERAL, NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS 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",
2000 EDITION AND SUPPLEMENTS.
2. STATIONING REFERS TO CENTERLINE OF STREET.
3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
ACTUAL LOCATION AND ELEVATION IN THE FIELID PRIOR TO BEGINNING
CONSTRUCTION OF THE NEW FACILITIES.
4. CURB DATA REFERS TO FACE OF CURB.
5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND WALKS.
6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET
AND DRIVEWAYS.
7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVl~ION AND
APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER
COMPLETION OF PIPELINE BACKFILL AND COMPACTION.
8. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND
IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES.
9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS
DEPARTMENT AND UTILITIES DIVISION 48 HOURS IN ADVANCE OF
PROJECT AREA ___, BAY $HORES W ATERMAIN REPLACEMENT
PERFORMING ANY WORK AT (714) 644-3311. THE PUBLIC WORKS DEPARTMENT
INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR
TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS
CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING
CONSTRUCTION.
SYMBOL LEGEND
• POWER POLE
0 MANHOLE
'rf FIRE HYDRANT
D METER BOX
----¼--VALVE
G POWER POLE ANCHOR
6 MONUMENT
-x-x-x-FENCE
BLOCKWALL
0 TREE
CC! SHRUBBERY
.LU. .LLL, ..llL ...llL. ASPHALT PAVEMENT
!!!""" : : : : ; : /: ; : ; : ; : BRICKWALK
1·:. ·.: ·. _.·, .-:J CONCRETE
~llllll/d BUILDING
----EXISTING CONSTRUCTION
----PROPERTY LINE
NEW CONSTRUCTION
---t.---CENTERLINE
--s--SEWER LINE
--w--WATER LINE
--G--GAS LINE
-E--POWER LINE
-TEL-TELEPHONE LINE
-TV--CABLEVISION LINE
-SP-SPRINKLER SYSTEM
-SCE-FUTURE SO. CAL. EDISON
-BELL-FUTURE PAC BELL LINE
b: ST,REET LIGHT
~
DETAIL NO.
SHEET NO.
LINE
ABBREVIATIONS
ACP
B.C.
C.B.
(C_
CML&:C
D.I.P.
E
E.C.
E.C.R.
EXIST.
G
G.B.
INV
M.J.
P.C.C.
PROP.
PVC s
S.C.E.
S.D.
S.F.M.
STA.
ST. LT.
ST. STA.
TELE
V.C.P. w
C.I.P.
C.A.B.
L.T.P.B.
ASBESTOS CEMENT PIPE
BEGIN CURVE
CATCH BASIN
CENTERLINE
CONCRETE MORTAR LINED AND COATED
DUCTILE IRON PIPE
ELECTRIC
END CURVE
END CURB RETURN
EXISTING
GAS
GRADE BREAK
INVERT ELEVATION
MECHANICAL JOINT
POINT OF COMPOUND CURVATURE
PROPOSED
POLYVINYL CHLORIDE
SEWER
SOUTHERN CALIFORNIA EDISON
STORM DRAIN
SEWER FORCE MAIN
WATER LINE STATION
STREET LIGHT
STREET STATION
TELEPHONE
VITRIFIED CLAY PIPE
WATER
CAST IRON PIPE
CRUSHED AGGREGATE BASE
LIME TREATED PERMEABLE BASE
CITY OF NEWPORT BEACH STANDARD DRAWINGS
TRENCH RESURFACING
PIPE BEDDING
FIRE HYDRANT ASSEMBLY
1 " WATER SERVICE
ANCHOR BLOCK DETAILS
WATER MAIN TAPPING STANDARD
MAIN LINE VALVE
TYPICAL OFFSET &: SLEEVE COUPLING
THRUST BLOCKS
VALVE BOX COVER AND RISER
1" AIR RELEASE AND VACUUM VALVE ASSEMBLY
2" BLOW-OFF ASSEMBLY
STD-105-L
STD-105-L
STD-500-L
STD-502-L
STD-506-L
STD-507-L
STD-508-L
STD-509-L
STD-510-L
STD-511-L
STD-515-L
STD-525-L
Underground Service Alert BASIS OF BEARING: BENCHMARK: ORANGE COUNTY SURVEYOR
Coll: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
APPROVEID:
!
' APPROVEID:
i
'eeting inc.
118 W. ~ME AVENUE MONROV , CA. 91016
(626) 57-0586
PROJECT
C -3512
DATE:
PUBLIC WORKS DIRECTOR R.C.E. 36106
DATE:
R.C.E. 24967
SHEET INDEX
DESCRIPTION SHEET
1 TITLE SHEET, VICINITY MAP, LOCATION MAP, AND
GENERAL NOTES
2 INDEX MAP AND TRENCH DETAIL
3 PLAN VIEW . UTILITY PLAN •
4 PLAN VIEW UTILITY PLAN
5 PLAN VIEW UTILITY PLAN
6 PLAN VIEW WATER LINE CONSTRUCTION DRAWINGS
7 PLAN VIEW WATER LINE CONSTRUCTION DRAWINGS
8 PLAN VIEW WATER LINE CONSTRUCTION DRAWINGS
9 CONNECTION DETAILS
10 CONNECTION DETAILS
EMERGENCY TELEPHONE NUMBERS
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (UTILITIES DIVISION)
COUNTY SANITATION DISTRICTS OF ORANGE COUNTY
COMCAST CABLEVISION
COX CABLE
UNDERGROUND SERVICE ALERT
f/~Ess,
,eOG41f
'l, ...
APPROVED BY:
DAY
(714) 634-3028
(800) 611-1911
(714) 666-5711
(949) 644-3012
~
714~ 593-7625
714 334-9897
949 546-4100
800) 422-4133
NIGHT
(714) 634-3129
(800) 611-1911
(714) 644-3717
(714) 593-7625
(714) 338-2051
(949) 546-4100
(800) 422-4133
APPROVAL RECOMMENDED:
10. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (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 INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE
EXPECTED.
11. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT. TO PERFORM EXCAVATION OR
TRENCH WORK AS DESCRIBED IN NO. 10 ABOVE FROM CAL-OSHA.
12. ALL STORM DRAIN, SEWER AND WATER PIPES SHALL BE BEDDED IN ACCORD
WITH CITY OF NEWPORT BEACH STD-106-L.
13. ALL DUCTILE IRON FITTINGS SHALL SHALL HAVE AN 8 MIL LOOSE
POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE
STANDARD SPECIFICATIONS.
14. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN
ACCORD WITH CITY OF NEWPORT BEACH STD-51 0-L.
15. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE.
1 6. ALL CONCRETE SHALL BE 560-C-3250.
17. THE CONTRACTOR SHALL MOVE AND RELOCATE METER BOXES TO PROPERTY
LINE. THE CONTRACTOR SHALL ADJUST THE WATER SERVICE ON THE HOUSE
SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY OF
NEWPORT BEACH STD. DWG. STD-502-L
18. A.C.P. WITH A D-LOAD OF ONE AND ONE HALF GREATER THAN REQUIRED
FOR R.C.P. MAY BE USED FOR STORM DRAINS.
19. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN
ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT (714) 644-3106.
20. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL
LANE CLOSURES.
21. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316
STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL
BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER.
22. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN
CONSTRUCTION SHALL HAVE EPOXY COATED ALL THREADED PARTS AND
JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL.
23. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND
SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316
STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS,
SHACKLES AND OTHER HARDWARE MY BE CARBON STEEL OR DUCTILE IRON
WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION
PROTECTIVE MASTIC COMPOUND.
24. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL
HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE
COMPOUND.
25. ALL BOLTED AND THREADED FASTENERS 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 STATING COMPLIANCE WITH THE APPROPRIATE
SPECIFICATIONS.
26. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL
UTILITIES PRIOR TO TRENCHING.
27. ALL MECHANICAL JOINTS SHALL HAVE RETAINER GLANDS.
28. THE CONTRACTOR SHALL INSTALL ON ALL PVC WATER MAIN A 10 GAUGE
INSULATED TRACING WIRE PER INSTRUCTIONS FROM UTILITIES REPRESENTATIVE.
C -3512
APPROVAL RECOMMENDED:
,?,;;;U--// o~ ML
UTILITY DIRECTOR GINEER
CITY OF NEWPORT BEACH
BAY SHORES COMMUNITY
PIPELINE REPLACEMENT PROJECT ff \-.. .. z Na. 036132
Expln1111• 6-30,04
1--+--+-------~-----+--I R.C.E. 16791 R.C.E. 2.Z.04G TITLE SHEET
036132 4-08-03
RCE DATE
OATE BY DESCRIPTION
REVISIONS HECKED:
APR. 2 2003
DATE: 't / o, / 03 DATE: Af>..q s,z.o.,,
--+--+--------------4---==....--'-.:..,,;,.=:.-----1 AP , DESIGNE : DRAWN:
PD CD EE CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
w-5292 - S
SHEET 1 OF 1
:/
I' I
• •
A.C. THICKNESS BASE THICKNESS TRENCH WIDTH
ALLEY 3• 4 • C.A.B. 4' MINIMUM
STREETS & 4• 8" L.T.P.B. 6' MINIMUM INTERSECTIONS
FINISHED
SUBGRADE
12"
CONTACT JOINT MIN.
<(
m EXIST. AC
PAVEMENT
....J Li: "' '.;;l
VARIES
SEE TABLE ABOVE
TRENCH WIDTH
A.C. PAVEMENT
C.A.B.
12·
MIN.
O.D. (PIPE BARREL)
<.'.) z ci
Cl w m Cl :r: w u a. z a. <( ::,
<( :r: :r: V)
TRENCH SHEETING OR
SHORING IF USED 6" 6"
MIN. MIN.
TRENCH DETAIL
NOT TO SCALE
z
~
10 GAUGE
INSULATED 0 I') TRACING WIRE
' 0
I --
SPRING LINE
, z "' ::::
UNDISTURBED SOIL,
TYPICAL
NOTES
1. TRENCH WIDTH SHALL BE O.D. + 12" MINIMUM, OR O.D. + 20" MAXIMUM INCLUDING
THICKNESS OF TRENCH SHORING OR SHEETING.
2. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3 EXCEPT THAT
RELATIVE COMPACTION SHALL BE 90% MINIMUM.
3. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT
TO THE ENGINEER FOR APPROVAL, DRAWING WITH SUBSTANTIATING ENGINEERING
CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING
WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT
PROVIDED IN THE CONTRACT.
4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT:
(A) CLASS 100-E-1 00 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT
THE CONTRACTOR'S OPTION AND SOLE EXPENSE.
(B) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION
MINIMUM PER PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS.
WHEREUPON THE REMAINDER OF BEDDING (ABOVE SPRINGLINE) MAY BE
COMPACTED CONCURRENTLY WITH THE BACKFILL.
5. ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5,
EXCEPT THAT:
(A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK.
(B) APPLY TACT COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE
CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF
THE CONTRACT JOINT.
·•·.-~ -~-
~-~~
. .
INDiX·.· MAii'•.·
Underground Service Alert PLANS PREPARED BY:
Civil and Environmental
Engineering, Planning and
Cons1ruction Management
APPROVED BY:
Call: TOLL FREE
1-800
;,-r\N't;J; 422-4133
TWO WORKING DAYS BEFORE YOU DIG
,, :~'. j{I
➔-""-•'" -.-., .. , .•
I I 8 West Lime Avenue
Monrovia, Ca. 91016
Phone: (626) 357-0588
Fax: (626 303-7957
~OG'llf ,.,.,,,
~ 'i~ " .. ~ No. 03613:i!
"-Expires 6·30-04
C,v1
"" CA'-
APPROVAL RECOMMENDED:
l--+--lf-------------------------t--➔--+--+-------------------------t---1 ~Jdt~-
R.C.E. '4-8~ 14
DATE: 4--O&-o '.!,
.,--; / l./.~ DATE BY DESCRIPTION APP'D DATE BY DESCRIPTION APP'D DESIGNED: CD DRAWN: EE ~ 036132 ('o-0?. 1---'--....JL-------------------------'--➔--L---...L.-------------------------'--,tc"'H""E"'c"'KE"'D:-: -=-+.D"'A"'TE~,--=---1
;s;;,;;;',,-;.;--;-\c,,--ii~s,;;;;;,:-""'s--=;'Rf;,,C,;;E=--7 D"A"'T;='E REVISIONS REVISIONS Isc APR. 2 2003
i
..-1--EXIST. ~AURD
·•·•BUILDING
C -3512
CITY OF NEWPORT BEACH
BAY SHORES COMMUNITY
PIPELINE REPLACEMENT PROJECT
INDEX MAP & TRENCH DETAIL
CITY OF NEWPORT BE'ACH
PUBLIC WORKS DEPARTMENT
W -5292 - S
SHEET 2oF 1 Q
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Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DA'YS BEFORE YOU DIG
PLANS PREPARED BY:
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SCALE 1 •=40'
EX. 6' BLOCK
WALL
STA. 1 0+00 CRESTVIEW DR.=
STA. 10+00 BAY SHORE DR.
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Civil and Environmental
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Construction Management
118 West Lime Avenne
Monrovia, Ca. 91016
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Fax: 626 303-7957
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C -3512
CITY OF NEWPORT BEACH
BAY SHORES COMMUNITY
PIPELINE REPLACEMENT PROJECT
PLANVIEW
UTILITY PLAN
CRY OF NE.WPORT BEACH
PUBLIC WORKS DEPARTMENT
W-5292-S
SHEET JoF1 Q
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SCALE 1•=40'
Underground Service Alert PLANS PREPARED BY:
Call: TOLL FREE
1-800
422-4133
lWO WORKING DAYS BEFORE YOU DIG :;-· . . eerzng znc.
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APPROVED BY:
APPROVAL RECOMMENDED:
l--+--+---------------------1---1--+--+------~--------------+----1 ~-
118 West Lime Avenue
"i Na. 038132 __ ... DATE: "\-. c,4t-. C>)
Monrovia, Ca. 91016 Cly\\. t-. DATE BY
Phone: (626) 357-0588 036132
Fax: 626 303-7957 ClF CAL' CIVIL: E • RCE
DESCRIPTION APP'D DATE BY DESCRIPTION APP'D
REVISIONS REVISIONS
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C -3512
CITY OF NEWPORT BEACH
BAY SHORES COMMUNITY
PIPELINE REPLACEMENT PROJECT
PLAN VIEW
UTILITY PLAN
CITY OF NEWPORT BElai
PUBLIC WORKS DEPARTMENT
W -5292 - S
SHEET 40F 1
/
Underground Service ~ PLANS PREPARED BY:
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG eering inc.
SEE BELOW R\GHT
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Civil and Environmental
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Monrovia, Ca. 91016 Crvl'-C DATE BY
Phone: (626) 357-0588 036132
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DATE:
ISC
C -3512
CITY OF NEWPORT BEACH
BAY SHORES COMMUNITY
PIPELINE REPLACEMENT PROJECT
PLAN VIEW
UTILITY PLAN
CITY OF NEWPORT B£liCH
PUBLIC WORKS DEPARTMENT
W -5292 -S
SHEET 5oF1 Q
CONSTRUCTION NOTES
Q) INSTALL 12• DR-18 C-900 PVC PIPE WITH 10 GAUGE INSULATED TRACING WIRE.
@ INSTAU. B" DR-14 C-900 PVC PIPE WITH 10 GAUGE INSUlATED TRACING WIRE.
G INSTALL 6" DR-14 C-900 PVC PIPE WITH 10 GAUGE INSUlATED TRACING WIRE.
@ INSTALL 1" SERVICE AND RECONNECT TO EXIST. METER PER
CITY OF NEWPORT BEACH STD. 502-L
@ REMOVE AND DISCARD INTERFERING PORTIONS OF EXISTING WATER LINE.
@ ABANDON EXIST. VALVE IN PLACE BY CLOSING VALVE, REMOVING VALVE CAN, ~ FlLL OPENING Will-I CONCRETE AND REPAVE. ® CUT, PLUG AND ABANDON EXISTING WATER LINE IN PLACE.
'Jg\ INSTALL A TEMPORARY WATER LINE TO SERVICE HOUSES WHIU: EXISTING
l::B' WATER LINE IS OUT OF SERVICE.
@ ABANDON EXISTING WATER MAIN IN PLACE. BREAK PIPE
AT APPROXIMAmY 200' INTERVALS AND SLURRY FlLL PIPE.
Underground Semce Merl
Coll: TOLL FREE
1-800
422-4133
lWO WORKING DAYS BEFORE YOU DIG
PLANS PREPARED BY:
EX. 6' CONC. BLK WALL
(PROTECT IN PLACE)
Civil and Envirornnental
Engineering, Planning--anft
Construction Management
118 Wesl Lime Avenue
Monrovia, Ca. 91016
Phone; (626) 357-0588
Fax: 62 303-7957
STA. 10+00 PACIFIC COAST HWY.=
STA. 7+76 MARINO DR.
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STA. 10+00 CRESlVIEV/' . DR.=
STA. 10,t-OO BAY SHORE DR.
SAND BEACH
APPROVED BY:
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CodyEn • P O g8meerfng Inc • • ox 341 Norwalk CA 90657
PH: 562 I 868·2253
C -3512
MG AS BUILT 5 25 04 APPROVAL RECOMMENDED: CITYOFNEWPORTBEACH
-----------------_,___...;... ____ _,. ~ A . BAY SHORES COMMUNITY AS PER INSPECTOR'S WRITTEN NOTES ~ ~ PIPELINEREPLACEMENTPROJECT ~==:==~=================================:--+-~!---+-----------------~ IU:.E~NE 1-W:-:li._Tli __ =~R=LINE==.-"'c=~=~-S'.-1-·J-JE_c_~_O_N_D_M_W_IN_· -G-t
DATE: 4--D .. -1:>"3.
~/ /" DATE BY DESCRIPTION APFD DATE BY DESCRll'TlON APl''D ESIGl'JEO: ,=-=---1--CITY--OF--NEWPO--Rl'--IE-ACH--r--------1
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CIVILTEC ENGINEEitfNG, INC. RCE DATE REVISIONS REVISIONS PUBLIC WORKS DEPARTMENT SHEET 60F 1
t) --:r-----=-COAST HWY. -'--
STA.' 10+00 PACIFIC COAST HWY,"'
STA. 37+20 BAY SHORE DR.
SC-1'1 E 1 •=40• "W•--.L...---1'1''/-/ ----<@i\----24''Wll+------''<--I-I==-= -=--= ~=-=~ =--=---=~ =...,;·==== =-#r--=~-=~=1fc=~-~-=~==-~=-!:~= ~=-= -~~= =~==--=----'=~ =~=---~~~= -=-=----~--==,,,~ =..=~ ~~= ------I-~=~~ =-=-"'=-.,.J_,,;,.~~~#'.==='.::::s......--2ll"W-.\---'
EX. 6' BJ..OCK WALL ~ EX. 6' BLOCK WALL
(PROTECT IN PLACE) ~ · (PROTECT IN PLACE)
·-----24"W/-1-----24"wr-----:24"w-----24"W1-----·24"W'---l--~24"W'--c:...__--:24"W-----24"Wl-+----24"'W--__:....-,-,,...f1H'1l-<1-__.l~----2
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CONSTRUCTION NOTES
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INSTALL 8" DR-14 C-900 PVC PIPE WITH 10 GAUGE INSULATED TRACING WIRE
INSTALL 6" OR-14 C-900 ' . . · PVC PIPE WITH 10 GAUGE INSULATED TRACING WIRE.
@
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INSTALL s• F'IRE HYDRANT AS STD. 500-L tWITHOUT HEAD) sarfllx1~1~,mc'R'RIP·HY~~RT BEACH HEAD.
REMOVE ANO DISCARD INTERFERING PORTIONS OF EXISTING WATER LINE
ABANDON EXIST. VALVE IN PLACE BY • FILL OPENING WITH CONCRETE ANO R~f,;JNG VALVE, REMOVING VALVE CAN,
CUT, PLUG AND ABANDON • EXISTING WATER .LINE IN PLACE. .
INSTALL A TE . •• • • WATER LINE ,~P8lW6rw~c~~ TO SERVICE HOUSES WHILE EXISTING
AllANOON EXISTING WATER MAI • 200' INTERVALS ANO SLURRY ~if' f½~~-BREAK PIPE AT APPROXIMATtLY
:isreu-s· RESILIENT SEATED GATE VALVE MJxMJ
, / ALVE CAN AND COVER PER CITY OF 'NEWPORT BEACH STD. 508-L
Underground Service Alert PLANS PREPARED BY: Civil and Environmental
Engineering, Planning and
Construction Management
Call: TOLL FREE •
1-800
422-4133.
lWO WORKING DAYS BEFORE YOU DJG . eering inc.
I 18 West Lime Avenue
Monrovia, Ca. 91016
Phone: (626) 357-0588
Fax: 626 303-7957
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STA. 27+80 CRESlV!EW DR.ao
STA'. 35+ 17 BAY SHORE DR.
SDtw'AIT-OFF VALVE FCIR • .•• "-'' L NO. 5 CONNECTION,
SHUT-OFF VALVE FOR ..
DETAIL NO. 5 CONNECTION.
STA. • 16+06 WAVERLY OR.a
• STA. 32+ 71 BAY SHORE DR.
PH:562186B-2252
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AS BUil T 5 27 04 C -3512 AS PER APPROVAL RECOMMENDED: CITY OF NEWPORT BEACH
PUIUC WORKS DEPARTMENT
~t+=========----~+-+-t===IN=S=P=E=C~TO:R~·s~w~R~IT~T~EN~N~O~TE~Stj ~ A BAYSHORESCOMMUNITY • 1-: ;;l ~ PIPELINE REPLACEMENT PROJECT
DATE Bl' ;J~"' PUN VIEW
civi[ffi~lirii;~rn;IN~G.=il""NC,.-'._.Q03~:1,1,JE~32LlY-:!-9-~DA~:.~ D~IPllON APP'D DATE BY DATE: ~-c,,t,-o'!, 'WATER LINE CONSTRUCTION DIU.WINGl
REVISIONS DESCRIPTION N'P'D ,_., REVISIONS EE ..... OF NEWPORT BEACH W -5292 "'.' S
SHEET 7oF1(
CONSTRUCTION NOIES
@
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INSTALL a• DR-14 C-900 PVC PIPE WITH 10 GAUGE INSULATED TRACING WIRE.
INSTALL 1" SERVICE AND RECONNECT TO EXIST. METER PER
CITY OF NEWPORT BEACH STD. 502-L.
REMOVE AND DISCARD INTERFERING PORTIONS OF EXISTING WATER LINE.
ABANDON EXIST. VALVE IN PLACE BY CLOSING VALVE, REMOVING VALVE CAN,
FILL OPENING WITH CONCRETE ANO REPAVE. '.,
CUT, PLUG AND ABANDON EXISTING WATER LINE IN PLACE.
W.&"k1-t~Ei~P8~Fwt~c~~E To SERVICE Hous~~·.WHILE EXISTING
ABANDON EXISTING WATER MAIN IN Pl.ACE. BREAK PIPE •• •
AT APPROXIMATELY 200' INTERVALS AND SLURRY FILL PIPE,.
AS BUILT
•
Underground Service Alert PLANS PREPARED BY: Civil and Environmental
Coll: TOLL FREE Engineering, Planning and
1-800 Construction Management
422-4133 118 West Lime Avenue
Moorovia, Ca. 91016
lWO WORKING DAYS BEFORE YOU DIG Phone: (626) 357-0588 eering inc. Fax: 626 303-7957
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APPROVED BY:
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PIPELINE REPLACEMENT PROJECT
PUN viEW R.C.E. 214 :ATER LINE CONSTRUCTION DRAWING DATE: "'\--o'f>-0>
APPtO DATE BY DESCRIPTION APP'D EE CITY Of NEWPORT BEACH
REVISIONS PUBLIC WORKS DEPARTMENT . SHEET 8oF 1
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Call: TOLL FREE_
1-800
422-4133
lWO WORKING DAYS BEFORE YOU DIG
7
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eering inc.
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s• PVC
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Civil and Enviromnental
Engineering, Planning and
Construction Management
118 West Lime Avenue
Monrovia, Ca. 91016
Phone: (626) 357-0588
Fax: 626 303-7957
~ .oG,11
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DETAIL .... 4
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CONSTRUCTION NOTES
INSTALL 12" DR-18 C-900 PVC PIPE WITH 10 GAUGE INSULATED TRACING WIRE.
INSTALL 8" DR-14 C-900 PVC PIPE WITH 10 GAUGE INSUlATED TRACING WIRE.
INSTALL 6" DR-14 C-900 PVC PIPE WITH 10 .GAUGE. INSULATED TRACING WIRE.
'INSTALL 4" DR-18 C-900 PVC PIPE WITH 10 GAUGE INSULATED TRACING WIRE.
INSTALL 12·x12·xs· D.I. TEE PER AWWA C110, FExFExFE.
INSTALL 8"x8"x8" D.1. TEE PER AWWA C 11 o, FExFExFE.
9 INSTALL 12"-45' D.I. BEND, FExFE. •
asi.-,. INSTALL 8" -45' D.J. BEND, FExFE. --------:::;> '2:2 ."G<J ~ lj f I • ?., (/.)
INSTALL 8"-90' D.I. BEND, MJxMJ.
CONSTRUCT CONCRETE THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L. •
INSTALL a· RESILIENT SEAT GATE VA~-FExMJ WITH VALVE CAN
AND COVER PER CITY -OF NEWPORT • CH STD. 511-L
INSTALL 12" R.W. GATE VALVE, FExMJ WITH VALVE CAN AND
COVER PER CITY OF NEWPORT BEACH STD. 511-L. •
INSTALL B" RESILIENT .. SEATED GATE VALVE, FExFE • • ••
W/ VALVE CAN AND COVER PER CITY OF NEWPORT BEACH STD. 511-L
INSl'ALL a· ADAPTER, FExMJ.
i,,f26Y !~STALL 4• AVM1Et~ .F!,. M:J'
INSTALL 12"x8" D.l. REDUCER, FExMJ.
7 !NSTALL B" TRANSITION COUPLING.
INSTALL 6" TRANSITION COUPLING.
INSTALL 4" TRANSITION COUPLING.
POTHOLE, FIELD VERIFY DEPTH AND 1YPE OF VALVE CONNECTION.
REMOVE AND DISCARD INTERFERING TEES, VALVES OR A~ PORTIONS OF
EXISTING WATER LINE.
ABANDON EXIST. VALVE IN PLACE BY CLOSING VALVE, REMOVING VALVE CAN,
FILL OPENING WITH CONCRETE AND REPAVE.
CUT, PLUG AND ABANDON EXISTING WATER LINE IN PLACE.
INSTALL 8"xB"x4" 0.1. TEE PER AWWA C110, FExFExMJ.
INSTALL 8",-22.5' D.I. BEND, FExFE.
INSTALL 8"-t1.25" D.J. BEND, .FExFE.
t/f,~ INSTALL B"x4" D,I. REDUCER, MJxMJ.
INSTALL 12" ADAPTER, FExMJ.
INSTALL 12" -11.25" 0.1. BEND, FExFE. AS
. .
REMOVE EXISTING TRANSITION
COUPUNG'AND CONNECT
REMOVE AND RE-USE EXISTING a· R W.G.V., FExMJ.
INSTALL 8"-45• D.t i;,,::,.,:;, r..;,xMJ. ,·
·.,
ll'ISTALL ·a·xs·xa•' D.I._ TEE PER AWWA C110, FExFExMJ.
.INSTALL 12"x12"xB" D.I. TEE PER AWWA C110, IAJxMJxFE ..
A;~ INSTALL 12" -45" D.I. BEND, MJxMJ.
5 INSTALL 8"x8"x8" 0.1. TEE PER AWWA C110, MJxMJxfE.
...# 4. L ros132'f-8-o~ t"l>li_:re:....L_BY_.._ ________ DESCR1==P11DN=:--------...a..""_P_'o+DA-:re:.....1~BY.....1~-------DESC-::::::"'::PT10=N--------.1-M'_P_'o1a;mm:~7!~=-=-7
-=c1a-j~inl""EC.,-{r;~-.. "", =1=_. "'IN""G~. c,,1N=c,..., -=.;RC,,;;E;,=..,.--":,DA=JE=' RE.VISIONS REVISIONS
CITY OF tE.WPORT BFACH
PU8UC WORKS DEPARTMENT
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Coll: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG W-· • • • eering inc.
3
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18"
(PVCxACP) 2 3
B"ACP
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Civil and Environmental
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Construction Management
118 West Lime Avenue
Monrovia, Ca. 91016
Phone: (626) 357-0588
Fax: 626 303-7957
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42
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CONSTRUCTION NOTES
8
11
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INSTALL 8" DR-14 C-900 PVC PIPE WITH 10 GAUGE INSULATED TRACING WIR
INSTALL 6" DR-14 C-900 PVC PIPE WITH 10 GAUGE INSULATED TRACING WIR
INSTALL 8"x8"x6" D.I. TEE PER AWWA C110, FExFExFE.
INSTALL 8" -90" D.I. BEND, MJxMJ.
CONSTRUCT CONCRETE THRUST BLOCK PER CITY OF NEWPORT
BEACH STD. 510-L.
'141 INSTALL s· RESILIENT SEAT GATE VALVf, FExMJ WITH VALVE CAN
\,'._:!I AND COVER PER CITY OF NEWPORT BtACH STD. 511-L.
'17' INSTALL 6" RESILIENT SEAT GATE VALVf-1 FExFE WITH VALVE CAN ~ AND COVER PER CITY OF NEWPORT BtACH STD. 511-L.
14
INSTALL 8" ADAPTER, FExMJ.
INSTALL 8" TRANSITION COUPLING.
INSTALL 6" TRANSITION COUPLING.
POTHOLE, FJELD VERIFY DEPTH AND TYPE OF VALVE CONNECTION.
REMOVE AND DISCARD INTERFERING TEES, VALVES OR ANY PORTIONS OF EXISTING WATER LINE.
ABANDON EXIST. VALVE IN PLACE BY CLOSING VALVE, REMOVING VALVE CAN,
FILL OPENING WITH CONCRETE AND REPAVE.
CUT, PLUG AND ABANDON EXISTING WATER LINE IN PLACE.
INSTALL 8"x6" D.I. REDUCER, MJxFE.
INSTALL 8"x6" D.I. REDUCER, MJxMJ.
INSTALL 8"x6" D.I. REDUCER, FExFE.
INSTALL 6"x6"x6" D.I. TEE PER AWWA C110, MJxMJxFE.
INSTALL 8" -45· D.I. BEND, MJxMJ.
INSTALL 8"x8"x8" D.I. TEE PER AWWA C110, FExFExMJ.
INSTALL 6" RESILIENT SEAT GATE VALVE, MJxFE WITH VALVE CAN AND COVER
PER CITY OF NEWPORT BEACH STD. 511-L.
INSTALL 8"x4" D.I. REDUCER, FExMJ.
INSTALL 8"x8"x8" D.I. TEE PER AWWA C110,
4"ACP B"PVC
AIL
NQT TO SCALE
43 10'±
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34
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MJxMJxFE.
34
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32
32
28
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16
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C -3512 ~
N 9 CITY OF NEWPORT BEACH 0
t----1f---+-------------------,1----1---+--+-------------------+---1 ~~~;;J,.tifit.~:::!:--:::_ .... __ P_rP_E_l_k...,cY_s_~....co=PR=LE~J=c-~
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GINEER iii
214 CONNECTION DETAILS i;;
4--t>~ -03, :;,l ,....-: L i5 DA1£ BY DESCRIFTION APP'D DATE BY DESCRIPTION APP'D DESIGNED: CD DRAWN: EE CITY OF NEWPORT BE'ACH W -5292 - S :S
-·n,;,--.J,,n~m,~_....:::;;C,,,.,:.-!!!03~6~13#2c...L..·~i-IS~s'!' t---'----'--------------------....L--+-....L-....L-------------------..L.--l,,,=,,,,,,.-=--1,...,.,--...!a:a.---l -
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