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RUCTION NOM
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CONSTRUCT 48 —INCH NCH DP MANHOLE PER CMSD STANDARD DRAWING S -100.
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6 A.C. - M.C.W.D. I I, 4 21 R.P.M. -CSD
15
CONNECT EXISTING DRILL
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- - V C:P." = CS 0 15 I CONTRACT N0.7- O
MIN.,2I MAX.) AND ILL ANNULAR SPACE WOITH EPDXY
CONSTRUCT NEW CHANNEL WITHIN EXISTING MANHOLE BASE. CONSTRUCT
GAS FLAP PER OCSD
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6 6t.C.W.D. I ( :i
6..5j8"5T1;�- S.C.G- 1l0 --
-- 8• VCP - "`
FUTURE 2__ -SFM _ « ..
-. SU.CA.- COLONY CABLE _._ -w..
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" -S.C. 52 21 31 -- III 1 i ." I
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A C. ' 48
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STD: PLAN S -056
ABANDON EXISTING 8 -INCH CMSD SEWER, AND PLUG ENDS WITH CONCRETE AND
-
FILL PIPE WITH 1 SACK SAND CEMENT SLURRY OR LOW DENSITY CELLULAR
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C.M. �
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CONCRETE. REMOVE TOP 5 FEET OF MANHOLES, BREAK HOLES IN BASE AND FILL
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IN T.
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WITH SAND. SEE DETAIL 3 ON SHEET 11.
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-_ - - - - - _ - - --- MH STA. 25 +90.19
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-.- - _ - - - _ - - _ _ - - =� -- - - - -�_ �_ 8,.5 < < - - I _ DEFL. 96' RT.
22
PROTECT IN PUCE
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"IRRIG. AgAND�
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- T 48 INCH ID
DROP MANHOLE PER CMSD STANDARD DRAW DRAWING S-102.
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10'SFM _ / il..�. I� 2�
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EXISTING 8 INCH VCP TO
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- - - _ i — - - - .7 -L- I EXIST. COLLEGE AVENUE
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- PUMP STATION
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BE PROTECTED IN PLACE
E DURING
CONSTRUCTION OF MANHOLE AT STATION 25+90.
REMOVE AND DISPOSE OF INTERFERING PORTION OF EXISTING 10 -INCH
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1 35 `` 53
OtMH STA 22 +87.00 ' 49 1
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51 ',i w r 15 CL MH STA 26 +20
53 l �,
OCSD SEWER FO
FORCE MAIN, PLUG ENDS WITH CONCRETE.
a2 EXTEND EXIST, 8" LATERAL TO NEW MANHOLE.
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14 CIP -CSD `•-
DEFL. 2 45 R T r -<
.,,. 50 STA 24 +` 53.78M fNT' °
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;. 50
rtMH STA 19 +00.00 12 MAT. UNK.- (ABAND.) I
5� MH STA 24+50.19
6" VCP -CMSD
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48
CONSTRUCT 48 -IN ID
CH MANHOLE PER CMSD STANDARD DRAWING 5 -100
I ICJ "DU dt BU.CA.- PACBELL I
4 MAT. LANK. - MCWD(ABAND.)
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49 CONSTRUCT 48 -INCH ID MANHOLE WITH DROP CONNECTION FROM THE
EAST PER CMSD
24 CMLC IN 42 STL CASING
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a 6 -4 CPC- PACBELL
STANDARD DRAWINGS 5 -100 AND S -102. CONSTRUCT
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= N' 24 CMLC -M.C.W
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48 -INCH ID MANHOLE PER CMSD STANDARD DRAWING 5 -100 AND 8 -INCH
3 =.. 1
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', - -. $ V.C,P.- C.M.S.O
60 I ;' jam- --- 33W .-- CSD'
VCP TO INTERCEPT 8 -INCH SEWER FROM THE WEST PER DEVIL 9 ON
SHEET 9. REMOVE AND DISPOSE OF EXISTING
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-
MANHOLE AND
3 "STL. -SCG
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INTERFERING
PORTIONS OF 8 -INCH SEWER PER DETAIL 9 ON SHEET 9.
13
GARLINGFORD ST. GISLER AVENUE
50 LINE MANHOLE WITH POLYURETHANE, SANCON 200 OR EQUAL.
51 ABANDON EXISTING 10" SEWER FORCE MAIN. FILL PIPE
WITH (1) SACK SAND- CEMENT SLURRY OR LOW DENSITY
CELLULAR CONCRETE
52 PRIOR TO CONSTRUCTION OF SEWER EXCAVATION THE CONTRACTOR SHALL REPLACE
COLLEGE AVENUE
THE
EPVCTPIPEWWITH
NOTE•
00 IMPORTED T DV SAND BACKFILLAVMA MATERIAL AROUND
THE PIPE.
SEE SHEET 2 FOR CITY OF COSTA MESA SPECIAL CONSTRUCTION NOTES.
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THE LENGTH OF THE NEW PIPE SHALL EXTEND 5' BEYOND EACH SIDE
OF THE
i
SEWER TRENCH. THE COUPLINGS TO BE USED FOR CONNECTION OF THE EXISTING
AC PIPES WITH PVC SECTIONS SHALL BE SMITH -BLAIR STYLE 441, ROMAC
❑Z��_
EQUIVALENT. THEECONITRACTORO HALL USE BOX STEEL 5-Cl OR
EQ BOLTS.
ORANGE COUNTY SANITATION DISTRICT
WATER MAIN REPLACEMENT TO BE PER M.C.W.D. STD. NO, 19 AND COORDINATED
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WITH M.C.W.D. INSPECTOR.
PLAN SCALE: 1 =40'
53 RESURFACE STREET WITH SLURRY SEAL FROM GUTTER TO GUTTER AFTER
REPLACEMENT OF TRENCH ASPHALT CONCRETE. SLURRY SEAL SHALL
CONFORM TO
BOVL.E EnGMEERMG CORPORRT /On
SECTION 203 & 302 -4 OF SSPWC. SLURRY SEAL SHALL BE QUICKSET EMULSION
AGGREGATE SLURRY SEAL CATIONIC (QA -KH) TYPE II WITH 2% LATEX ADDITIVE.
PLAN AND PROFILE
11+n
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STA 18 +50 TO STA 26 +20
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RECORO OA&APr //VG
DATE OCT. 2002 DRAwws NO. p
TK QDN 6
05 DESIGNED PES PROJECT W/wGER R C E WE z
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
N0. DESCRIPTION
°
APPROVED DATE DRAWN SHEEP a
IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS
REVISIONS
coDODDD
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CHECKED PROJECT ENGINEER R.C.E. DATE ND., V OF p