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WARREN LANE
CONSTRuenON NOM
O CONSTRUCT 8 -INCH VCP WITH TYPE II BEDDING
12 CONSTRUCT 48 -INCH ID MANHOLE PER CMSD STANDARD DRAWING S -100
AND DETAIL 6 ON SHEET 9.
13 INTERCEPT EXISTING 8 -INCH CMSD SEWER AND CONSTRUCT 48 -INCH ID
DROP MANHOLE PER CMSD STANDARD DRAWING S -102 AND DETAIL 5
ON SHEET 9.
16 REMOVE AND DISPOSE OF INTERFERING PORTION OF EXISTING 18 -INCH
CSDOC SEWER AND MANHOLES.
17 ABANDON EXISTING 18 -INCH OCSD SEWER. PLUG ENDS WITH CONCRETE AND FILL
PIPE WITH 1 SACK SAND- CEMENT SLURRY OR LOW DENSITY CELLULAR CONCRETE.
REMOVE TOP 5 -FOOT OF MANHOLES, BREAK HOLES IN BASE AND FILL WITH SAND.
18 ABANDON EXISTING 30 -INCH OCSD SEWER AND MANHOLES. PLUG ENDS WITH
CONCRETE AND FILL PIPE WITH 1 SACK SAND CEMENT SLURRY OR LOW DENSITY
CELLULAR CONCRETE. REMOVE TOP 5 -FOOT OF MANHOLES, BREAK HOLES IN BASE
AND FILL WITH SAND. SEE DETAIL 3 ON SHEET 11.
21+00
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HORIZONTAL 1 " =40'
VERTICAL 1 " =4'
23+00 24+00
A EQUATION:
DONNYBROOK LANE
20 ABANDON IN PLACE EXISTING OCSD MANHOLE PER DETAILED SPECIFICATIONS. REMOVE TOP
5 FEET OF MANHOLE. BREAK HOLES IN BASE AND FILL WITH SAND. SEE DETAIL 3 ON
SHEET 11.
21 ABANDON EXISTING 8 -INCH CMSD SEWER, AND MANHOLES. PLUG ENDS WITH CONCRETE
AND FILL PIPE WITH 1 SACK SAND- CEMENT SLURRY OR LOW DENSITY CELLULAR
CONCRETE. REMOVE TOP 5 FEET OF MANHOLES, BREAK HOLES IN BASE AND FILL WITH
SAND. SEE DETAIL 3 ON SHEET 11.
26 CONSTRUCT 48 -INCH ID MANHOLE PER CMSD STANDARD
DRAWING S -100 AND S -102 AND DETAIL 7 ON SHEET 9.
39 CONSTRUCT 48 -INCH ID DROP MANHOLE PER CMSD STANDARD
DRAWING S -102 AND REMODEL EXISTING MANHOLES PER DETAIL 1 ON SHEET 10.
40 RECONSTRUCT UP TO 20 LF OF HOUSE LATERAL TO CONNECT TO NEW SEWER PER CMSD
STD. DWG. S -104. POTHOLE CONNECTION PRIOR TO BEGINNING WORK.
50 LINE MANHOLE WITH POLYURETHANE, SANCON 200 OR EQUAL.
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FERNHEATH
WATSON AVENUE
52 PRIOR TO CONSTRUCTION OF SEWER EXCAVATION THE CONTRACTOR SHALL REPLACE THE
EXISTING WATER MAINS OVER SEWER EXCAVATION WITH AN EQUAL SIZE CLASS 200 PVC
PIPE WITH IMPORTED SAND BACKFILL MATERIAL 12" AROUND THE PIPE. THE LENGTH OF
THE NEVN PIPE SHALL EXTEND 5' BEYONO EM45 SIDE OF TISE SMUR TREI5C". 545E
COUPLINGS TO BE USED FOR CONNECTION OF THE EXISTING AC PIPES WITH PVC SECTIONS
SHALL BE SMITH -BLAIR STYLE 441, ROMAC INDUSTRIES STYLE 501, THE FORD METER BOX
COMPANY STYLE FC1 OR APPROVED EQUIVALENT. THE CONTRACTOR SHALL USE STAINLESS
STEEL NUTS AND BOLTS. WATER MAIN REPLACEMENT TO BE PER M.C.W.D. STD. NO. 19
AND COORDINATED WITH M.C.W.D. INSPECTOR.
53 RESURFACE STREET WITH SLURRY SEAL FROM GUTTER TO GUTTER AFTER REPLACEMENT OF
TRENCH ASPHALT CONCRETE. SLURRY SEAL SHALL CONFORM TO SECTION 203 & 302 -4
OF SSPWC. SLURRY SEAL SHALL BE QUICKSET EMULSION AGGREGATE SLURRY SEAL
CATIONIC (QA -KH) TYPE II WITH 2R LATEX ADDITIVE.
RECO/40 "Aa4w //VG
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED 8-' CONTRACTORS AND OCSD INSPECTORS
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PLAN SCALE: 1"-40'
[a ADDED SURVEY D
RECORD DRAWING
N0. I DESC
REVISIONS
W
1_
"A
HOUSE LATERAL LOCATIONS
APPROX.
SEWER STATION
DIRECTION
LOOKING UP STATION
19+08 19 +41
LEFT
20+88 20 +86
LEFT
2149- 21 +48
LEFT
22 28 22 +26
LEFT
x+81- 22 +91
LEFT
-23+3g 23 +34
LEFT
24 -o20 24 +18
LEFT
24+66 24 +64
LEFT
-25 A 3e 25 +29
LEFT
-26+89 25 +88
LEFT
26+68 26 +67
LEFT
27 +15
LEFT
47+81- 27 +79
LEFT
SEE SHEET 2 FOR CITY OF COSTA MESA SPECIAL CONSTRUCTION NOTES.
ORANGE COUNTY SANITATION DISTRICT
movLE EnoinEER //7G CORPORfwT /O/7
PLAN AND PROFILE
STA 19 +00 TO STA 28 +50
fK QDN 6/OE oATC OCT. 2002
CK 2 0
oESiamm PES PROJECr uwwcm
APPROVED DATE oRAym 0000000
CHECKED PROJECT ENMEER R.C.E.
CATE
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