S-2005-2.314
O
O
■
a
STA. 1+11.00
1 NO
ISTA 1+00
STA. 1 +00 CL INT
PLAN SCALE: 1"=40'
VCP AUGMENT CHANGE
WATSON AVENUE
HOUSE LATERAL LOCATIONS
APPROX. q
SEWER STATION
DIRECTION
LOOKING UP STATION
4"60 2+06
LEFT
4-80- 2+87
LEFT
=6*4*o 3+22
RIGHT
4;W 3+89
RIGHT
-4-p9@o 4+02
LEFT
-60068 5+26
LEFT
4*66, 5+91
LEFT
ma".08• 8+11
LEFT
*q'@Pm 9+23
LEFT
4k4*- 9+86
LEFT
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DIP-C.§.D. ,i , I
CONSTRUCT 8-INCH VCP WITH TYPE 11 BEDDING.
SEE SHEET I FOR z
REMODEL EXISTING OCSID MANHOLE PER DETAIL 1 ON SHEET 9.
CONSTRUCTION OF 80
ABANDON EXISTING 8-INCH CMSD SEWER AND CONSTRUCT 48-INCH ID
r MANHOLE PER CMSD STANDARD DRAWING S-100 AND DETAIL 3 ON SHT 9.
4
c. M.C.W.m CONSTRUCT 48-INCH ID MANHOLE PER CMSD STANDARD DRAWING S-100 AND
40' DETAIL 2 ON SHEET 9.
s VC
FMSD + 1 16 EXTEND EXISTING 8 -INCH CMSD SEWER AND CONSTRUCT 48-INCH ID DROP
21 + MANHOLE PER CMSD STANDARD DRAWING S-102.
40 REMOVE AND DISPOSE OF INTERFERING PORTION OF EXISTING 18-INCH CSDOC
40 SEWER AND MANHOLES.
53 @ IS ABANDON EXISTING 30-INCH OCSD SEWER AND MANHOLES. PLUG ENDS WITH
(n CONCRETE AND FILL PIPE WITH I SACK SAND CEMENT SLURRY OR LOW
i 17 -7 DENSITY CELLULAR CONCRETE. REMOVE TOP 5-FOOT OF MANHOLES, BREAK
HOLES IN BASE AND FILL WITH SAND. SEE DETAIL 3 ON SHEET 11.
ABANDON IN PLACE EXISTING OCSD MANHOLE PER DETAILED SPECIFICATIONS.
REMOVE TOP 5 FEET OF MANHOLE. BREAK HOLES IN BASE AND FILL WITH SAND.
52 SEE DETAIL 3 ON SHEET 11.
ste�bETAJL K7, a__
r ABANDON EXISTING S-INCH CMSD SEWER. AND MANHOLES. PLUG ENDS WITH
A"10 J CONCRETE AND FILL PIPE WITH I SACK SAND-CEMENT SLURRY OR LOW
DENSITY CELLULAR CONCRETE. REMOVE TOP 5 FEET OF MANHOLES, BREAK
4. HOLES IN BASE AND FILL WITH SAND. SEE DETAIL 3 ON SHEET 11.
w
REMOVE AND DISPOSE OF EXISTING OCSD MANHOLE PER DETAIL 4 ON SHEET 9.
N\j CONSTRUCT 60-INCH ID DROP MANHOLE PER CMSD STANDARD DRAWING S-lDOA
S-102 AND REMODEL EXISTING MANHOLES PER DETAIL 2 ON SHEET 10.
N (F)o RECONSTRUCT UP TO 20 LF OF HOUSE LATERAL NE TO CONNECT TO NEW SEWER OR PER
CMSD STD. DWG. S-104. POTHOLE CONCTION PRIOR TO BEGINNING WK.
COLLEGE AVE. LINE MANHOLE WITH POLYURETHANE, SANCON 200 OR EQUAL
PRIOR TO CONSTRUCTION OF SEWER EXCAVATION THE CONTRACTOR SHALL REPLACE
THE EXISTING WATER MAINS OVER SEWER EXCAVATION WITH AN EQUAL SIZE CLASS NOTE"
200 PVC PIPE WITH IMPORTED SAND BACKFILL MATERIAL 12" AROUND THE PIPE. SEE SHEET 2 FOR CITY OF COSTA MESA SPECIAL CONSTRUCTION NOTES.
THE LENGTH OF THE NEW PIPE SHALL EXTEND 5' BEYOND EACH SIDE OF THE
SEWER TRENCH. THE COUPLINGS TO BE USED FOR CONNECTION OF THE EXISTING
AC PIPES WITH PVC SECTIONS SHALL BE SMITH -GLAIR STYLE 441, ROMAC
tKOUSTRtES STYLE 501, THE FORD METER BOX COMPANY STYLE FCt OR APPROVED ORANGE COUNTY SANITATION DISTRICT
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.
RESURFACE STREET WITH SLURRY SEAL FROM GUTTER TO GUTTER AFTER NOVI.AF ElwinmEfwina comfoommon
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 2X LATEX ADDITIVE.
PLAN AND PROFILE
STA 1 +00 TO 10+00
6-13-1
ARAECOAffo "Aom frIpMa
THESE RECORD DRAVANGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS
- DATE OCT. 2002
COODOOO
FUWWG NO.
z
ADDED SURVEY DATA
TK/QDN
-6/0-5
A:
-
RECORD DRAWING
KK/QDN
2/05
DmoNw PIES
PROACT MOPWAN c WE
C DO
NO.
DESCRIPTION
APPROVED
DATE
wAvm
SHEET
ND 3 12 'i
0
REVISIONS
CHECKED
--
PROJECT DIGN EER R0000 ;zw
.C.E.
I :