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CITY OF
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MESA
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PROJECT
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SYMBOL LEGEND ....
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POWER POLE
MANHOLE
FIRE HYDRANT
METER BOX
VALVE
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POWER POLE ANCHOR
MONUMENT
-x-x-FENCE
BLOCK WALL
TREE
SHRUBBERY
BA K E II
-'I
EXISTING CONSTRUCTION
NEW CONSTRUCTION
-·-i· CENTERUNE
-.. -s-SEWER LINE
-···-w-WATER LINE
--&-GAS LINE
-£--POWER LINE
-TEL-TELEPHONE LINE
-Tv-CABLEVISION LINE
-sP-SPRINKLER SYSTEM
M STREET LIGHT
EMERGENCY TELEPHON~
A GE NCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PAC IF IC TELE.PHO N E COMPANY
CITY OF NEWPORT BEACH (SEWER 8< WATER)
TELEPROMPTER CORP OF NEWPORT BEACH
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NUMBERS
NUMBER
1·80C·422·4133
835·3833
I· 800·422-4133
640·2221
642·3260
LOCATION MAP
SCALE 1"= soo'
NAME
DISPATCHER
MR CALLOTE
DISPATCHER
MR. GOMEZ
MR. JOHN GEORGE
CHANNEL
OF
BEi\CH
Pl~BLrc· WC1RI~S D.EP~\_RT~1E~1_,
VIA LIDO SOUD
SEWER MAIN IMPROVEMENT
PHASE I
1980 -81
CONTRACT NO. 2188
APPROVED-~ tJ U DATE: ltJ-2-J-6',:7
R.E. NO. 12806 PUBLIC WORKS DIRECTOR
INDEX TO SHEETS
SHEET NO. DESCRIP'TION
1 TITLE SHEET
2 and 3 PLAN AND PROFILE OF srnER CONSTRUCTJQN
GENERAL NOTES
SPECIFICATIONS NOTE -ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER
CONTRACT SHALL, EXCEPT AS OTHER>IISE STATED IN THE CITY'S STANDARD SPECIAL PRO-
VISIONS OR HI THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS FOR PUBLIC \✓ORKS CONSTRUCTIO_!s_ (1979 EDITIOrJ),
INCLUDING SUPPLEMENTS TO DATE. 0
2 ELEVATIONS -ALL ELEVATIONS ARE IN FEET ABOVE U.S.C. AND G.S. MEAN SEA LEVEL=
0.C.S. DATUM.
3 STATIONING.-STATIONS SHOWN ON PLAN ARE ALO~G CENTERLINE OF SEWER MAIN.
CONSTRUCTION NOTES
1 SLIP LINE EXISTING 12'' SEWER HAIN WITH HIGH DENSITY POLYETHELYNE PIPE (H.D.P.E.).
H.O.P.E. SHALL HAVE A NOMINAL SIZE OF 10 IMCIIES, \flTH AN AVERAGE 0.0. OF 10.75
INCHES, AND A MINIMUM ,IALL THICKNESS OF 0. 331 l'ICHES.
@ CONSTRUCT 8" DIA. "PIGGYBACK" SEWER LINE \ilTH BEDDING PER CNB STD.-316-L.
G) INSTALL NEW 4" 'S'E\,ER HOUSE CONNECTION (H.C.) AND SEAL ABANDONED STUB PER
DETAIL SHEET 3 .
. @ CONSTRUCT SEWER CLEANOUT PER CNS STD,-_400_:-L'. __ ------·-___ ••
0 IN5T.4ll IN5/0c OROP M4NHOLc 5Y5TEM, TYPE tJ'' PER CN8 ST0-403-L. ,® TRENCH Rc5TORATION PcR STl)-/05-L.
ALTERNATIVES FOR 8 11 DIA. 11 PIGGYBACK11 SEWER LINE
I. Vitrified Clay Pipe (V.C.P.)
2. Polyvinyl Chloride ( P.V.C.)
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SEWER MANHOLE DETAIL 11A11
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PUBLIC WORKS~~
l----+----1-------------f-----l R.E. NO.~-~~--
VIA LIDO SOUD SEWER MAIN
IMPROVEMENT PHASE I
C-2188 DAT" /Cl. Z.J -PO
DP.TE BY DESCRIPTION APP'D. DESIGNED DRAWN G.W. R.G. CITY OF NEWPORT BEACH S-5090-S
REVISIONS CHECKED DATE 1 L.11 /0180 PUBLIC WORKS DEPARTMENT SHEET 3 OF 3
CITY OF
COSTA
MESA
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POWER POLE
MANHOLE
Fl RE HYDRANT
METER BOX
VALVE
POWER POLE ANCHOR
MONUMENT
FENCE
BLOCK WALL
TREE
SHRUBBERY
ASPHALT PAVEMENT
EX 1ST ING CONSTRUCTION
NEW CONSTRUCTION
CENTERLINE
SEWER LI NE
WATER LINE
GAS LINE
POWER LINE
TELEPHONE LINE
CABLEVISION LINE
SPRINKLER SYSTEM
)::i::_ STREET LIGHT
EMERGENCY TELEPHONE
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (SEWER 8< WATER)
TELEPROMPTER CORP-OF NEWPORT BEACH
NUMBERS
NUMBER
1·800·422-4133
835-3833
1-800-422-4133
640-2221
642-3260
--------""-'-..
LOCATION MAP
SCALE I"= soo'
NAME
' DISPATCHER
MR. CALLOTE
DISPATCHER
MR. GOMEZ
MR. JOHN GEORGE
OF CITY
l"~EVvPORT BEACH
PlTBLIC WORKS DEPARTMENT
VIA LIDO SOUD
SEWER MAIN IMPROVEMENT
PHASE I
1980 -81
CONTRACT NO. 2188
AP PROVE D-~-"'--...£.../'---/'C.-td_ • .J..g _ __,;;;..__ DATE: /tJ-2.3-&'C
PUBLIC WORKS DIRECTOR R.E. NO. 12806
INDEX TO SHEETS
SHEET NO. DESCRIPTION
l TITLE SHEET
2 and 3 PLAN .~ND PROFILE OF SEvlER CONSTRUCTION
GENERAL NOTES
1 SPECIFICATIONS NOTE -ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER
CONTRACT SHALL, EXCEPT AS OTHERWISE STATED rn THE CITY'S STANDARD SPECIAL PRO-
VISIONS OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE
WITH THE STArlDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1979 EDITION),
INCLUDING SUPPLEMENTS TO DATE.
2 ELEVATIONS -ALL ELEVATIONS ARE HI FEET ABOVE U.S.C. AND G,S. MEAN SEA LEVEL =
O.C.S. DATUM.
3 STATIONING -STATIONS SHOWN ON PLAN ARE ALONG CENTERLINE OF SEWER MAIN .
CONSTRUCTION NOTES
SLIP LINE EXISTING 12" SEWER MAH: ',JITH HIGH DENSITY POLYETHELYNE PIPE (H.D.P.£.).
H.D.P.E. SHALL HAVE A NOMINAL SIZE OF 10 INCHES, HITH AN AVERAGE O.D. OF 10.75
INrnES, AND A MHIIMU!-1 flALL THICKNESS OF 0.331 INCHES.
@ CONSTRUCT 8" DIA. "PIGGYBACK" SEHER LINE WITH BEDDING PER CNB STD.-316-L.
G) INSTALL flEW 4" SEWER HOUSE CONNECTION (H.C.) AND SEAL ABANDONED STUB PER
DETAIL SHEET 3.
G) CONSTRUCT SEWER CLEANOUT PER CNS STD. -4QD-".
(v INSTALL IN5/tJE Ol?OP M4AIHOL£ .SY.STEM, TYPE '8" PER CN8 .5T0-403-L.
,.{f) TRENCH RE5TORATION P£R. ST0-105'-t..
ALTERNATIVES FOR 8 11 DIA. "PIGGYBACK" SEWER LINE
I. Vitrified Clay Pipe (V.C.P.}
2. Polyvinyl Chloride ( P.V.C.)
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PUBLIC WORKS DIRECTOR
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DESIGNED DRAWN
G.W. R.G.
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IMPROVEMENT PHASE I
C-2188
CITY OF NEWPORT BEACH S-5090-S
PUBLIC WORKS DEPARTMENT SHEET 2 OF 3
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DATE BY DESCRIPTION APP'D. DESIGNED DRAWN G.W. R.G. CITY OF NEWPORT BEACH S-5090-S
REVISIONS CHECKED DATE /, L£J /t> 80 PUBLIC WORKS DEPARTMENT SHEET 3 OF 3
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