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ADAMS AVE.
CllY OF
COSTA
MESA
VICTORIA
19TH
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ST.
ci :l m
ci
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ORANGE
COAST
COLLEGE
BAKER
1-----, ORANGE CO.
FAIRGROUND
/j~ f§,-.,0 • ,
N ~--.c,
BAY
p A. "<N
C/Fic
VICINITY MAP
N.T.S.
SYMBOL LEGEND
--0-POWER POLE
0 MANHOLE
'cf FIRE HYDRANT
D METER BOX
--0---VALVE
POWER POLE ANCHOR
b, MONUMENT
-x-x-x-FENCE
LLL. .£a .aL .La..
BLOCKWALL
TREE
SHRUBBERY
ASPHAlf PAVEMENT
BRICKWALK
CONCRETE
BUILDING
EXISTING CONSTRUCTION
PROPERTY LINE
NEW CONSTRUCTION
---t.---CENTERLINE
----S----SEWER LINE
--W--WATER LINE
--G--GAS LINE
I
CllY
OF
IRVINE
IPUJBJLli (C DIEIP AJRTJMIJENT
ClifY OF NJEWIPORf
JJAMBORJEJE ROAD ZONJE KKK
WATER MARN RJEJPJLACJEIWJENf IPROJJECT9
ABBREVIATIONS
ACP
B,C,
C.B.
q;_
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
ASBESTOS CEMENT PIPE
BEGIN CURVE
CATCH BASIN
CENTERLINE
CONCRETE MORTAR UNED 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
CAMJElBACK ro lJNKVJERSlifY
APPROVED:
PUBLIC WORKS DIRECTOR R.C.E. 25553
APPROVED:
UTILITIES MANAGER R.C.E. 16791
EMERGENCY TELEPHONE NUMBERS
AGENCY DAY NIGHT
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
(714)
(BOO)
(714)
(949)
(714)
(714)
(949)
(800)
634-3028
611-1911
666-5711
644-3012
593-7625
334-9897
546-4100
422-4133
(714)
(800)
611
(714)
(714)
(714)
(949)
(BOO)
634-3129
611-1911
644-3717
593-7625
338-2051
546-4100
422-4133
DATE:
DATE:
SHEET INDE)(
SHEET
2
3
4
5
6
DESCRIPTION
TITLE SHEET, VICINITY MAP, LOCATION MAP, AND
GENERAL NOTES
PLAN ANO PROFILE, STA. 1 +00.0 TO STA. 8+00.0
PLAN AND PROFILE, STA. 8+00.0 TO STA. 15+85.5
CONNECTION DETAILS, STREET CROSS-SECTION AND
TRENCH DETAIL
PLAN VIEW: INTERSECTION OF UNIVERSITY DRIVE AND
LA VIDA AND CONNECTION DETAILS
TRAFFIC CONTROL PLAN:
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".
1991 EDITION AND SUPPLEMENTS .
2. STATIONING REFERS TO CENTERLINE OF WATERLINE.
3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
ACTUAL LOCATION ANO ELEVATION IN THE FIELD 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 REVISION 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
PERFORMING ANY WORK AT (714) 644-3311. THE PUBLIC WORKS DEPARTMENT
INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS ANO PRIOR
TO PLACEMENT OF ANY CONCRETE FOR CUR□ & GUTTER SO THAT THE FORMS
CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING
CONSTRUCTION.
10. THE WALLS ANO 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. TRENCIIES 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($) 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. DUCTILE IRON PIPE ANO FITTINGS SHALL BE CLASS 52 AND SHALL HAVE AN
8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THF
STANDARD SPECIFICATIONS.
14. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN
ACCORD WITH CITY OF NEWPORT BEACH STD-510-L.
15. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE.
16. ALL CONCRETE SHALL BE 560-C-3250.
17. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORD WITH CITY
OF NEWPORT BEACH STD-314-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. A FIRE PROTECTION SYSTEM THAT IS ACCEPTABLE TO THE FIRE DEPARTMENT
SHALL RE INSTALLED BY THE DEVELOPER AND TESTED BY THE FIRE DEPARTMENT
PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY
STRUCTURAL FRAMING.
22. 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.
23. FLEX ANO TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN
CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE
FABRICATED FROM TYPE 316 STAINLESS STEEL.
24. 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.
UPPEf,
NEWPO_RT•'-
PHASE I -JAMBOREE RD. FROM CAMELBACK ST. TO UNIVERSITY DR. 25. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL
HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE
COMPOUND. --E--POWER LINE
-TEL-TELEPHONE LINE
BAY c.--~-0 PROJECT
LOCATIONS -TV--CABLEVISION LINE 0 -:s
--SP.-SPRINKLER SYSTEM
0' t;-
CITY iJ:
:0: STREET LIGHT
Underground Service Alert
," Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
OF /
':'I--"::) NEWPORT /
• BEACH •
BASIS OF BEARING:
THE BEARING N 24"34'30" E FOR
fHE CENTER LINE OF JAMBOREE ROAD
PER TRACT NO. 6680 M.M. 260/1-3,
RECORDS OF THE COUNlY OF ORANGE.
LOCATION MAP
N.T.S.
BENCHMARK: O.C.B. # 3N4470
IN THE S.E, PART OF THE INT. OF JAMBOREE RD.
AND CAMELBACK ST .. 99Ff. S.W. OF THE
CENTERLINE OF THE ST. 57 FT. S.E. OF THE
CENTER OF THE MEOIAN OF TIIE RD .• 3.7 FT.
N.W. OF THE CURB RETURN AND 3.8 FT. S.E.
OF THE FACE OF CURB, SET IN THE TOP OF
THE N.E. CORNER OF A 3 BY 3 FT. CONG.
CATCH BASIN ABO\JT 0.6 FT. LOWER THAN THE
GUTTER.
ELEV. 137.59 (1976 ADJ.)
PLANS PREPARSD BY:
.. --::::./!:i.\(}iI::'.:;:'.i;ir():'.i .... ::-:::i_/.tt;
cg,n¾lTiiil cc
Civi I and Environmental
Engineering, Planning and
Construction Management
118 West Lime Avenue
Monrovia, Ca. 91016
Phone: (626) 357-0588
Fax, (626) 303-7957
fl!SS/
:,J ID
~ ·"' 0 -.........
tJo. 4320:J
" m
I:
APPROVED BY:
L'-.J-~-
CIVIUEC ENGINEl:.RING, INC.
43296
RCE
7
B
TRAFFIC CONTROL PLAN:
PHASE II -INTERSECTION UNIVERSITY DR. & CAMELBACK ST.
TRAFFIC CONTROL PLAN:
PHASE II -INTERSECTION UNIVERSITY DR. & JAMBOREE RD.
INTERSECTION UNIVERSITY DR, & LA VIDA
26. 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.
27. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL
UTILITIES PRIOR TO TRENCHING,
28. ALL MECHANICAL JOINTS SHALL HAVE RETAINER GLANDS.
29. THE CONTRACTOR SHALL INSTALL ON THE PVC WATER MAIN A 10 GAUGE
INSULATED TRACING WIRE PER INTRUCTIONS FROM UTILITIES REPRESENTATIVE,
R.N.J. 9 00
C -3360
CITY OF NEWPORT BEACH
JAMBOREE ROAD ZONE III
WATER MAIN REPLACEMENT PROJECT
TITLE SHEET
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
W -5279 -5
SHEET 1 OF 8
•
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SCALE 1 "=40'
~ ST. INT. STA. 141 +83.09 JAMBOREE
~ ST. INT. STA. 0+00.00 CAMELBACK '
STA. 1 +00.00 BEGIN PIPELINE
CONNECT TO EXIST. 16" R.W. GATE VA
SEE CONNECTION DETAIL "A" ON
SHEET 4.
I
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1+00
f c\i--P 6 ·,
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CAMELBACK STREET
2+00
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Underground Service Alert
= Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
4+00 5+00 5+00 6+00 7+00 8+00
<!J CONSTRUCT 16" C9O5-97
(SEE GENERAL NOTE #29)
DR-14 P.V.C. PIPE_j
PLANS PREPARED BY:
~ffE
engineering inc.
Civil and Environmental
Engineering, Planning and
Construction Management
118 WestLimeAvenue
Monrovia, Ca. 91016
Phone: (626) 357~0588
Fax: (626) 303-7957
EXIST. CURB & GUTTER
APPROVED BY:
' I'!'~ ~-• .-,.____
CIVILTEC ENGINEERING, INC.
43296
RCE
\
NOTE:
CONTRACTOR TO REMOVE EXIST. 16" CML & C
AND BACKFILL PER TRENCH DETAIL ON SHEET 4.
APPROVAL RECOMMENDED:
1----1----f-------------f----t ~µJER. ,,-
R.C~ 4
DATE: I\ -'I!,. oO
DATE BY DESCRIPTION APP•D DESIGNED: DRAWN: ,1/ ?/ ~1-_ ...... __ .._ ______________ __. ___ ,,,,,,,,,,.,....~1.s~-~c._=~~P~.W~-~H~. -f
-DATE REVISIONS CHECKED: DATE: R.N.J. 9/00
C -3360
CITY OF NEWPORT BEACH JAMBOREE ROAD ZONE Ill WATERMAIN REPLACEMENT PROJECT
PLAN AND PROFILE
STA. 1 +00.00 TO STA. 8+00.00
CllY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
W -5279 - 5
SHEET 2oF 8
0 0 0 N
0 ITT
in ITT
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:::ivP.Lt.
8+00 9+00
_J
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R/W------R/W---1----R~
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CONTRACTOR TO REMOVE EXIST. 16" CML & C
AND BACKFILL PER TRENCH DETAIL ON SHEET 4.
.--_-:. .. ·-i-. +-
.:::-.•
-I-----+---•• -··. -··· ••• , -I•• ------+
---· ---------·-·----·-·-·-
··---·---· ---.:·
··-··· ···-· .... ., ... ··-
10+00 11 +00 12+00
0
CONSTRUCT 16" C905-97 (SEE GENERAL NOTE #29)
DR-14 P.V.C. PIPE
Underground Service Alert
= Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
PLANS PREPARED BY:
englneering inc.
Civil and Environmental
Engineering, Planning and
Construction Management
118 West Lime Avenue
Monrovia, Ca. 91016
Phone: (626) 357-0588
Fax: ( 626) 303-7957
-----1-·i---~-__ ,__
' -!--,-~-I -le
12+00 13+00
APPROVED BY:
CIVILTEC ENGINEERING, INC.
43296
RCE
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-+-
14+00 15+00
EASTBLUFF DRIVE
16+00
ro ro
0,
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f-(/J
APPROVAL RECOMMENDED:
1-------+----+----+----I ~ ~ -s : ~~Ii
R.C.E. 6214
DATE: \\ -~ • oc
DATE BY DESCRIPTION APP'D DESIGNED: DRAWN:
I.S.C. P.W.H.
REVISIONS CHECKED: DATE:
R.N.J. 9/00
_ ~~ ~--:_:>=i :-_~:_~: _-_--:: = -;:~: =-~---~ :;:;"_ ::~-~ -:~~-~:t;:~_::f;:·::J~: ::~ _:;::_ ::.:..:: :·::_ --~--l _ =.
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PROFILE SCALE
HORIZ.
VERT.
ii (on • 1£E O!:-P .
;u,'' bu-1-i-e.---+'y Uflfvc.2
ri;." i< 16" ~<cPOC:t.~~~P-,.
I~ 1' f;,end ii K/' V.I \?
1 "=40'
1 "-4'
C -3360
CITY OF NEWPORT BEACH
JAMBOREE ROAD ZONE III
WATER MAIN REPLACEMENT PROJECT
PLAN AND PROFILE
FROM STA. 8+00.0 TO STA. 15+85.5±
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
W -5279 -5
SHEET 3 OF 8
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1. CONTRACTOR TO CUT AND REMOVE INTERFERING PORTIONS
OF EXIST. 16'" CML&C STL. WATER LINE.
2. TRACING WIRE WILL BE BROUGHT UP INTO THE VALVE BOX
AS PER UTILITIES DEPARTMENT REPRESENTATIVES INSTRUCTIONS.
EXIST. 12" R.W. GATE VALVE-,
EXIST. 16"x, 2"
EXIST. 12"x 12"x 12"
[XIST. 12" GAE
C:XIS I. 12" ACP ·, 968 LO\IE 3
VALVC 1
\
TEE7
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EXIST. 1 O" ACr 1965 ZONE 3 --
Rt.Ll'JCcR 7
I
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CONNECT 6'-o" OF 16" C905-97 P.V.C. (DR-14)
WITH 16" MJ SLEEVE WITH UNI-FLANGE SERIES
1300 PIPE RESTRAINTS AFTER PRESSURE TEST
AND DISINFECTION.
6'-0"
CONSTRUCT 16" C905-97 P.V.C. (DR-14) PIPE
ROPE PIPE UP TO MEET PROFILE OF
NEW 16" P.V.C.
CONNECT TO EXIST. 16" R.W. GATE VALVE WITH
16" ADAPTER, FExMJ CLASS 250, WITH UNI-FLANGE
SERIES 1300 PIPE RESTRAINT
INSTALL THRUST BLOCK ON EXIST. 12" R.W.
GATE VALVE PER CITY OF NEWPORT BEACH
STD. DWG. #51 0-L-A
CONNECTION DETAIL
SCALE: 1/2" = 1'-0"
~
1. CONTRACTOR TO REMOVE INTERFERING PORTIONS OF EXIST.
PIPE AND REMOVE EXIST. FITflNGS AND VALVES
2. TRACING WIRE WILL BE BROUGHT UP INTO THE VALVE BOX
AS PER UTILITIES DEPARTMENT REPRESENTATIVES INSTRUCTIONS.
INSTALL
EXIST. 12" ACr WATERLINE
INSTALL
12" D.I. SPOOL, 2' -o" LONG, FExPE i----.._
CLASS 250
16" K-FLOW BUHERFLY VALVE, FExFE CLASS 250,
MODEL No. 504 WITH VALVE CAN ASSY. PER
CITY OF NEWPORT BEACH STD. DWG. #511 -L
CONSTRUCT THRUST BLOCK PER
CITY OF NEWPORT BEACH STD. DWG. #510-L-A
(TYP. 3 PLACES)
CONNECT 6'-0" OF 16" C905-97 P.V.C. (DR-14)
WITH 16" MJ SLEEVE WITH UNI-FLANGE SERIES
1300 PIPE RESTRAINTS AFTER PRESSURE TEST
AND DISINFECTION.
l-a,-------6_'-0_"_ --~1
CONSTRUCT 16" C905-97 DR-14 P.V.C. -
PIPE. ROPE PIPE UP TO MEET PROFILE OF
NEW 16" P.V.C.
CONNECT TO NEW 1 6" B.F. VALVE
WITH 16" ADAPTER, FExMJ WITH UNI-FLANGE
SERIES 1300 PIPE RESTRAINT
INSTALL
16" D.I. SPOOL, 2' -o" LONG, FExPE
CLASS 250
INSTAI I
16" FORD LONG BODY TRANSITION '--J
COUPLING (16" LONG) (D.lxACP)
WITH UNI-FLANGE SERIES 1300
PIPE RESTRAINTS
CONNECTION
J
INSTALL
12" FORD LONG BODY TRANSITION
COUPLING (16" LONG) (D.l.xACP)
WITH UNI-FLANGE SERIES 1300
Pl PE RESTRAINTS
1----RE-laSE EXIST. 16"x12" REDUCER
INSTALL
1----1 16"x16"x16" D.I. TEE, FExFE CLASS 250
CONST. THRUST BLOCK PER CITY OF
NEWPORT BEACH STD. DWG. #510-L-A
0
N
-EXIST. ·, 6" .ACI-' W.A.TERLINE
DETAIL "B"
SCALF: 1 /2" = 1 '-0"
1 O' -6"± MIN.
5'-6"± M,N.
I_,,_ ___ _ 6'-0"
I
I 2 • -O" TR[NCH I WIDTH
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TRl'"CH SHC:ETIN(;
S~CRING IF USED
TRENCH DETAIL
NOT TO SCALE
-H
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l-[11 -=111==111-111=-
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0
I
SPRING I.INF
SPRING LI\IE
'---UNr,ISTlJRRED SOIi .,
lYPICAL
RE\\OVE EXIST. 16" Cl,IL&C STL. W.ATERLINE
---------------------------------------------------------------1
66'
I
WEST P.L.
s·-o" ~ ----· _.,_
~
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~I
'JJ
EXIS-. 16" SO. CAL. GAS_/
1
' I
'
I JAMBOREE ROAD +I
0 I
<D
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-
TYPICAL STREET CROSS SECTION
NOT TO SCALE
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
PLA.I\.S PREPARED BY:
66'
EAST P.L 1. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER
STANDARD SPECIFICATIONS SC:CTION 306-1.5, EXCEPT THAT:
15'-0" 7 1/2"
6'-0" I 5'-0" ------;,--~
I "'
I V N
,/ ',ft
,~f~~~XI ' ,o
I
,o
I -
EXIST. 18" STO'<M DRAIN op,
IG" WEt.DfD <2>Tf:EL. HiGI-\ Pl<'cS.'$UR6 GAS
Civil and Environmental
Engineering, Planning and
Construction Management
118 West Lime Avenue
Momovia, Ca. 91016
Phone: (626) 357-0588
Fax: (626) 303-7957
t!o. 43203
ST. EDISON CONDUII
STRFET LIGHT CONDUIT
APPROVED BY:
A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK.
B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL
THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN
ONE FOOT OF THE CONTACT JOINT.
2. TRENCH WIDTH SHALL BE O.D. + 12" MINIMUM, OR O.D. + 20" MAXIMUM,
INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING.
3. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 3D6-1 .3, EXCEPT
THAT RELATIVE COMPACTION SHALL BE 95 PERCENT MINIMUM.
4. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT
TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING
CALCULATIONS FOR THOSE MODIFICATIONS OF THE PIPE STRENGTH AND/OR BEDDING
WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT
PROVIDED IN THE CONTRACT.
5. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT:
A. CLASS 100-E-lOD SLURRY MAY BE SUBSTITUTED FOR SHAPED BFDDING AT THE
CONTRACTOR'S OPTION AND SOLE EXPENSE.
B. HAUNCH BEDDING SHALL BE HAND TAMPED TO 95% RELATIVE COMPACTION MINIMUM
FOR PVC, RPM, HDPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS, WHEREUPON
THE REMAINDER OF BEDDING (ABOVE SPRING LINE) MAY BE COMPACTED CONCURRENTLY
WITH THE BACKFILL
APPROVAL RECOMMENDED:
(/
ILIT GI NEER
.c. 46214
DATE: -\\-'b -oo
C -3360
CITY OF NEWPORT BEACH
JAMBOREE ROAD ZONE III
WATER MAIN REPLACEMENT PROJECT
CONNECTION DETAILS, STREET CROSS
SECTION AND TRENCH DETAIL
DESIGNED: DRAWN: ) I DATE BY DESCRIPTION APP'D
r--.. -[ l 7 0()11----L---'---------------'---<i==~-"l.S::,.C::,,4,.=---'P--'.W"-'.'-"H.-ll '->,-f: ·UV"--}-......,_______ 43296 CHECKED: DATE:
CITY OF NE\'\IPORT BEACH
PUBLIC WORKS DEPARTMENT
W -5279 -5
SHEET 40F 8
CIVILIEC ENGINEERING, INC. RCE DATE REVISIONS R.N.J. 9 00
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SCALE 1 "=40'
'k ST. INT. STA. 0+00.00 UNIVERSITY RD.
'k ST. INT. STA. 156+95.18 JAMBOREE RD.
EXIST. 16"x16"x12" TEE (8' -6"± COVER)
(TO BE REMOVED)------~
EXIST. CURB & GUTTER __L__.....~
'o•
...__~SEE SHEETS 2 AND 3 FOR
WATERLINE PLANS
(X)
V,
EXIST. 20"x16" REDUCER
(TO REMAIN)
EXIST. 18" R.CP. S.D. LATERAL
(5' -8"± COVER)
EXIST. 12" B.F. VALVE
(TO BE REMOVED)
CONTRACTOR TO CUT & REMOVE INTERFERING
PORTIONS OF EXIST. 12" D.I. PIPE
EXIST. CONNECTION DETAIL "C"
SCALE: 1" = 1 O'
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
PLANS PREPARED BY:
Pi~~~Y~;g=;;" < , ••
Gl~ltt~lt
erlgfneering inc.
Civil and Environmental
Engineering, Planning and
Construction Management
118 West Lime Avenue
Monrovia, Ca. 91016
Phone: (626) 357-0588
Fax: (626) 303-7957
NOTE:
,_
3 a < 0 u
< o_,
0
0
INSTALL
...i
ZS
INSTALL
PROJECT LOCATION
SEE DETAIL "C" BELOW
EXIST. 12" D.I. 184 si
32' W/0 CL
EXIST. PRESSURE REDUCING STATION
EXIST. 12" D.I. 93 si
32' W/0 CL
16" K-FLOW BUTTERFLY VALVE, FExFE CLASS 250
MODEL No. 504 WITH VALVE CAN PER
CITY OF NEWPORT BEACH STD. DWG. #511-L
CONSTRUCT THRUST BLOCK PER
CITY OF NEWPORT BEACH STD. DWG. #510-L-A
EXIST. 16" A.C. PIPE
2' -0"
16" FORD LONG BODY TRANSITION COUPLING,
(16" LONG) (D.l.xACP) WITH UIN-FLANGE SERIES
1300 PIPE RESTRAINTS
INSTALL
16" D.I. SPOOL, 2'-0" LONG, FExPE CLASS 250
INSTALL
12" D.I. SPOOL, 2'-0" LONG, FExPE CLASS 250
INSTALL
12" MJ SLEEVE, (D.l.xD.I.) WITH UNI-FLANGE
SERIES 1300 PIPE RESTRAINTS
BAYPOI
DRIV
:
II
LA VIDA
EXIST. 8" P.V.C. 1996
EXIST. 20" D.I.
36 S O CL
INSTALL
_ _, 16"x16"x12" D.I. TEE, FExFExFE, CLASS 250
CONSTRUCT THRUST BLOCK PER
CITY OF NEWPORT BEACH STD. DWG. #510-L-A
EXIST. 20"x1 6" REDUCER
EXIST. 20" D.I. PIPE
INSTALL
16" K-FLOW BUTTERFLY VALVE, FExFE CLASS 250
MODEL No. 504 WITH VALVE CAN PER
CITY OF NEWPORT BEACH STD. DWG. #511-L
CONSTRUCT THRUST BLOCK PER
CITY OF NEWPORT BEACH STD. DWG. #510-L-A
INSTALL
12" K-FLOW BUTTERFLY VALVE, FExFE CLASS 250
MODEL No. 504 WITH VALVE CAN PER
CITY OF NEWPORT BEACH STD. DWG. #511-L
CONSTRUCT THRUST BLOCK PER
CITY OF NEWPORT BEACH STD. DWG. #510-L-A
'------EXIST. 12" D.I. PIPE
NEW CONNECTION DETAIL "C"
SCALE: 1 /2" = 1 '-0"
1. TRACING WIRE WILL BE BROUGHT UP INTO THE VALVE BOX
AS PER UTILITIES DEPARTMENT REPRESENTATIVES INSTRUCTIONS.
APPROVED BY: APPROVAL RECOMMENDED: 1----1---+----~--+---l;;J.JtJ: ~-
l---l--+-------------1----1 R.C.E. ~4
DATE: \\ • 'I, • 00
DRAWN:
I / DATE BY DESCRIPTION APP'D DESIGNED:
'-... >--t' '~ 43296 \ l '1 OOI--.L..--'------------..... ---tbs,,,,,;sr,;,,s:---'1"'.S:.a;.c:.... !,;,,,,;,:---'-P~.w"'-.H,.
-.;,,+.-,s,-!a.-~~=~'-...-:=--..:.:R;;;;C,.E;:....c...,_, ~DA+.·r=E REVISIONS CHECKED: DAIT: CIVILTEC ENGINEERING, INC. R.N.J. g oo
C -3360
CITY OF NEWPORT BEACH
JAMBOREE ROAD ZONE III
WATER MAIN REPLACEMENT PROJECT
INTERSECTION OF
UNIVERSITY DR. AND LA VIDA
CllY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
W -5279 -5
SHEET SoF 8
,
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SCALE 1 "=60'
It ST, STA. 126+17.18 JAMBOREE RD.
It ST. STA. -0+ 1 6.00 BISON AVE.
127 '' __ ,'t2 .. I
IM~---Lc-20 RIGHT LANE
CLOSED
AHEAD
INSTALL C-18 500' SOUTH ON
JAMBOREE RD. BEFORE BISON AVE.
SCALE 1 "=60'
ROAD
CONSTRUCTION
AHE/\D
C-20 RIGHT LANE
CLOSED
AHEAD
··---------. ---------· ,~. ··c------------------------1 G' 'C--·--
136 --I-
-1 ',,
51J' I TY'P,
C :;
R/W
FLASHING ARROW BOARD
END
CONSTRUCTION C-13
EASTBLUFF DR.
It ST, STA. 141 +83,09 JAMBOREE
ct ST, STA. 0+00,00 CAMELBACK
LANE
CLOSED C-30
C-13 END
CONSTRUCTION
LANE
CLOSED C-30--
===±=== === === === === === ==ae=='/===i== ===R=/IV= === ===R=/IV=== ===R/=W ::,-==-==-=_=_=_,:,::;:=R=/1='/ ~,_tp , ••. ··\~ ,., ·"'-=====;/=VI=== _
ROAD ,/----,---C-18 CONSTRUCTION
R/W-----+-----1-
WORK AREA
........ 0) .. ··+·. m co \
-··-·-"···-···--· ---·-·-· -·-· ---····-··-.. ---------AHEAD
------R/W>-------------R/W------R/W------R/W--
C-30 LANE
CLOSED
PLANS PREPARED BY,
;,-i:':: ':?{'{:!\,: :.:··:'.;,t{t:::: \./' -··,' .(•/i{f ::::::
c~§lJ11i}f~cc
ePtgitteering inc.
Civil and Environmental
Engineering, Planning and
Construction Management
118 West Lime Avenue
Monrovia, Ca, 91016
Phone: (626) 357-0588
Fax: (626) 303-7957
~~-43290
, 03131/
!VI\.
~ ~L\
APPROVED BY: APPROVAL RECOMMENDED:
11---,1----+--------------¼---,1~4,~
DATE: \\ • ",!, • 00
DESIGNED: I DATE BY DESCRIPTION APP'D ----".t--~ 43296 \l 1'"lj 00 li----'---'---------------'----,l=c1=1E=cK=E=o:-=l,S"",C"-, +.D~AT=E~, _c,,P,"'W'C-'H''-11
""c1"'v1""LT""E=c'"'E=N=c=1N=E=ER=1~NG~.~l~Nc=,-~""RecCEc'-----'-,Dc-lf:.'=rE= REVISIONS R.N.J, 9 00
DRAWN:
C -3360
CITY OF NEWPORT BEACH
JAMBOREE ROAD ZONE III
WATER MAIN REPLACEMENT PROJECT
TRAFFIC CONTROL PLAN -PHASE I
JAMBOREE RD. FROM
CAMELBACK ST. TO UNIVERSITY DR.
CllY OF NE\'JPORT BEACH
PUBLIC WORKS DEPARTMENT
W -5279 - 5
SHEET 6oF 8
~
cc 0 -a ,, ~--~"
/ I
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0 z
126
SCALE 1 "=60'
I
\
q;_ ST. STA. 126+17.18 JAMBOREE RD.
q;_ ST. STA. -0+16.00 BISON AVE.
""----R/'11-----R/W -----R/'11 ====-R/W----~R \V---'----R/W R/'11 R/W R/W ===--R/W-----R/VI ====-R/W =====R/W-----~ ====== === ====== =========!;=Ji~="!'=========================================·=··=··· •••••• ·-·· =-=· == =
··· -·· JAMBOREE ROAD·· -' -, ···'.1-27 · ................ ··128 130 1 3? 133 13d 135 l36 na 139
- ----1--f:3---0: I Cf. --------+ --t------1--it:---------------== ------=== ----------------------
q;_ ST. STA. 141 +83.09 JAMBOREE
q;_ ST. STA. 0+00.00 CAMELBACK
R/W R/W
. . .. . .
' I - - -' I
50' 150' 1
,=== ---------------=r== ---lg,:' =·J·· ~-c\i:· =eec==~~t;~: ;~~~~:::::~~=====~===========~~~~:·=·i-,.=----=====·~--~---=·=1 =·~--=·TY:. =J=.,~-~--~1=.~~~~~i:::::======:-::~====~==::::~:::::::;~;;~=~-:1 --= ·===r==r"==="'
::,O'
R/VI R /W-----R/W----1--------
... . .
... . .. ...
I ---I
.1.4-3-_ ---_,,.,.4,,..4 -__ ,__ ___ ..JA.5 ------+---+ - ------
474'± . .. ·-·· ...... _, ... , . .... --·--··--·-.... , .... . -I
~ R/W R/VI R/W R/~~~.......c--r--R/W-----R/'11-----R/IV-----R/W-----R/IV----+-R/W-----R/VI-----R/W-----R/W -------~---"'° ff 50 MPH
O
600' TAPER %, I .• -~ ----~.----R/W-----1-----R/W --
Ii ~ /2 II \ I
I I / RIGIIT LANE RIGHT LANE FLASHING ARROW BOARD LANE ft-----L_ c-2o c-2o CLOSED CLOSED C 30 -~
WORK AREA
AHEAD
INSTALL C-18 500' SOUTH ON
JAMBOREE RD. GEFORE BISON AVE.
ROAD
CONSTRUCTION
AHEAD
TYPE Ill BARRICADE (2)
AND C2 ROAD CLOSED (2)
(LT)
TRAFFIC SIGN LOCATION PLAN
NOT TO SCALE
PLANS PRCPARCD BY:
ePlgineering inc.
Civil and Environmental
Engineering, Planning and
Construction Management
118 West Lime Avenue
Monrovia, Ca. 91016
Phone: (626) 357-0588
Fax: (626) 303-7957
tJo. 43200
C-5 (RT.) •
APPROVED BY:
ROAD
CLOSED
AHEAD
APPROVAL RECOMMENDED:
Ci '
DATE:
DATE BY DESCRIPTION ' DESIGNED: DRAWN: -,..__ . -~ 1i'~/,-.,....,.~_.,___.,_ ___________ _,__AP_P_O-li==~~l.=S.=C·---r.c~-~P-=\V=.H'-1.I \, 1>-t •,~ ~ ~ 43296 ~' '-"'-''~ CHECKED: DATE:
CIVILTEC ENGINEERING, INC. RCE DATE REVISIONS R.N,J. 9 00
ROAD
CLOSED
AHEAD
ROAD
C-18 CONSTRUCTION
AHEAD
C -3360
CITY OF NEWPORT BEACH
JAMBOREE ROAD ZONE III
WATER MAIN REPLACEMENT PROJECT
TRAFFIC CONTROL PLAN -PHASE III
INTERSECTION OF
JAMBOREE RD. & CAMELBACK ST.
CITY OF NE\"JPORT BEACH
PUBLIC WORKS DEPARTMENT
W -5279 -5
SHEET 7oF 8
(9 z
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0 2
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SCALE 1 "=60'
30 MPH-
ROAD
C-18 CONSTRUCTION
AHEAD
C-20 (RT.) RIGHT LANE
CLOSED
AHEAD
END
CONSTRUCTION
C-13 _ __.-
Fl ASHING ARROW BOARD
PLANS PREPARED BY:
,;; ;.!'.;Il••·· .•.•< >
~nVJLiITtPI c
etigl"tleering inc.
Civil and Environmental
Engineering; Planning and
Construction Management
118 West Lime Avenue
Monrovia, Ca. 91016
Phone: (626) 357-0588
Fax: (626) 303-7957
R-42
~~ ---·~ ' --: /
R-16 ®
BEGIN TAPER
C-30
WORK AREA
APPROVED BY:
--C-30
DATE
43296
RCE DATE
LANE
CLOSED
BY
LANE
CLOSED
WORK AREA
C-30
DESCRIPTION , DESIGNED:
APP D I.S.C.
DRAWN:
P.W.H.
REVISIONS CHECKED: DATE:
9 00
END
C-lJ CONSTRUCTION
C -3360
CITY OF NEWPORT BEACH
JAMBOREE ROAD ZONE III
,vATER MAIN REPLACEMENT PROJECT
TRAFFIC CONTROL PLAN -PHASE II
UNIVERSITY DR. & JAMBOREE RD.
UNIVERSITY DR. & LA VIDA
CITY OF NE\1/PORT BEACH
PUBLIC WORKS DEPARTMENT
W -5279 - 5
SHEET 8oF 8