S-2005-1.30
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E 0 RIM 0 INV SW'LY 0 INV SE'LY 7 INV NW'LY 0 INV NE'LY
STA. 12 +44.40 a a
U-1 j
33" VCP -CSD o 0
12 "AC - MCWD nj
w wax
43
- r8" VC -CMSD
12"W 42
X33 "S=
18 "S
j- N
61 " M
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6" AC MCWD
3" STL. - SCG .f vi
33" VCP - OCSD III v� I J LL: w
18 VCP - OCSD I III' a�
o.
REMOVE EXIST. 8 "V.C.P. AND B 30 // 8" VCP -CMSD
CONSTRUCT NEW 8" V.C.P. 1% °
AND REMODEL MANHOLES Sy�N 3" STL. SCG
AT EACH END PER DETAILS +. n
3 &4, SHEET 5.
29.01 RIM
22.67 INV SW'LY
22.57 INV NE'LY
30.24 RIM L22.78
21.20 INV SE'LY SE'LY
41 21.19 INV NW'LY NW'LY
22.36 INV 8" SW'LY 8" SW'LY
STA. 15 +03.00 STA. 18 +95.00
a 3 �
> > 33" VCP - CSD > > > 33" VCP - CSD
Of 0 a= a
° ° °
U3i �� i 3 w = nl a w O n� w 3 = n w 18" VCP -CSD -�
i3 w
k0 33 "VCP -CSD
ro
8" V P -CMSD ` 8" VCP -CMSD
> hvv. 6"W
g 47 43 °�' S�iR 42 g zs.70 - ' 47 48
8 "S - 2 80$ N _
- =33 "S= _ - - _ - _ _ - = _ =33"S-
18"s-11. = _
_ - - - - - - - 18 "S N
'o n " 48 60 "2, z6 "
33 S__ - -- - _330S - - g 33 S A -
a
M 6 "W 45 6"W "' - 6 "W - - s"W - -_ 6 "W - x -" 60
k ' 24' ~ 3" STL. -SCG 43 J 45 42
ti
X I 6" AC - MCWD
a 3 Co 30,II LA: w 2" STL - SC --ti 1 - J 10 Ld
> 1�0' 6 18" VCP - CSD
pN° 33" VCP -CSD
3" STL. SCG
6" AC - MCWD
2" STL - SCG
oar NvE
8" VCP -CMSD
ppppka�``�j 19 +76.6
X PT. 44.
8" STUBS
32.35 RIM
34.72 RIM 33.93 RIM 0 22.76 INV E'LY
22.13 INV E'LY 22.37 INV E'LY 22.73 INV "
22.11 INV W'LY 22.37 INV W'LY 23.90 INV 8 8" S'LY
23.31 INV 8" S'LY 23.63 INV 8" S'LY STA. 29 +15.00
STA. 23 +76.00 STA. 26 +40.00
w
J J J J J w II III 1 II I w W
33" VCP -CSD w w I 6" AC - MCWD 33" VCP - CSD 6" AC - MCWD 2' STL -SCG I 6" AC - MCWD
18" VCP -CSD 18" VCP - CSD
33" VCP -CSD I I 33" VCP - CSD 18" VCP CSD
II ` 41 48 II 1� 33" VCP -CSD
I ' \I 30" VCP -
41 48 CSD
47__
M
- s"W
g 48 _
=3 "S =__ =_ - =33 "S= -33" =� -
- - EL " •-
18 "S - - - - - 18 "S - - - X3.87 18" ` 18'S
ul
0 61 a -zz.ez "
33 "S - � 33 " S - 18 - D 33-0 - - 30 S -
8 v
r;..
in 42
43 4.5' 0D 1 44 42 43 24.5' STL SCG 43 4.5 2" STL SCG 44 42
3" STL SCG 20' 2 10' 8" VCP -CMSD 3" STL -SCG 1 201 .2 10 ' 8" VCP -CMSD 3" - 20 20 10' J uj
'
2" STL SCG 6 2" STL - SCG 6 J10 6 45 d
w ASK w J 33.55 RIM I p �A w w w w
NEf! v - A 24.10 INV S'LY ►pAH pAKO
34.72 RIM PLACE 24.04 INV WILY PLACE AVENUE
23.82 INV S'LY CONSTRUCTION NOTES
23.76 INV WILY
41. CONSTRUCT 72 -INCH ID MANHOLE OVER EXISTING VCP SEWER PER OCSD 60. LINE ONE MANHOLE ON 8" SEWER UPSTREAM OF CONNECTION TO TRUNK
STANDARD DRAWING S -050 AND DETAIL DETAIL 1 ON SHEET 5. SEWER WITH POLYURETHANE, SANCON 100 OR EQUAL.
42. ABANDON IN PLACE SEE SHEET 7 FOR LIMITS. 61. LINE MANHOLE AND THE NEXT MANHOLE UPSTREAM IF WITHIN 200' WITH
43. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER POLYURTHENE, SANCON 200 OR EQUAL.
AND PLUG ENDS WITH BRICK AND MORTAR OR CONCRETE
44, REMODEL EXISTING OCSD MANHOLE PER DETAIL 1 AND 2 ON SHEET 5.
45. REMOVE AND DISPOSE OF EXISTING OCSDMANHOLE, BASE AND INTERFERING
PORTIONS OF EXISTING SEWER. EXTEND EXISTING 8 -INCH VCP SEWER TO NEW
MANHOLE PER DETAIL 9 ON SHEET 6.
47. CONSTRUCT 72 -INCH ID MANHOLE OVER EXISTING VCP SEWER PER THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED R C
OCSD STANDARD DRAWING S -050 AND DETAIL 9 ON SHEET 6.
IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS No.
48. CONSTRUCT 8 -INCH VCP SEWER WITH BEDDING.
DESCRIPTION
33.48 RIM
22.00 INV E'LY
22.00 INV W'LY
22.88 INV 8" S'LY
STA. 21 +28.00
33" VCP- CSD
2" STL - SCG I
6" AC - MCWD I II
N
T _ 33"S
O
18 "S
42
1 ^.40' tl*4z
3" STL. - SCG
w w w w
-6" AC MCWD
33" VCP -CSD
20' 2 4 " �8" VCP - CMSD
vi
J
MINNESO I A
AVENUE
33.02 RIM
22.92 INV E'LY
0 22.92 INV WILY
23.72 INV 8" S'LY
STA. 31+62.00
w
3w
w
33" VCP - CSD
6"
AC - MCWD
\
I
18" VCP -CSD
41
30" VCP -CSD
x-
-6"W-
48
=33 "S
- 18 "S -
- 18 "S - -
Ln
- 30 "S
61
- 30 "S - -
D
18'
1.40'
_
43
4.4 42
L _
2" ST SCG
4.5'
10 '
20 20
12 10.
W
33.04 RIM Cp�pRAp
W
8" VCP -CMSD
24.56 INV S'LY
24.54 INV NW'LY
M A
PACE
NOTE:
ALL STATIONS ON THIS SHEET REFER TO
STATIONING OF CONTRACT No. 7 -1 -C.
ORANGE COUNTY SANITATION DISTRICT
I
I
1501 QUAIL STREET NEWPORT BEACH, CA 92658 (949) 476 -3300
CALIFORNIA STREET SEWER
PLAN
6 -13 -3
DMWNG ND.
DATE -
TK DN 11/05 ° NED - PRO= MAMA= R.C.E DATE j
SH
APPROVED I DATE DRwm - ' 3 I
CHECKED - PROJECT ENOMM R.C.E. DATE OF 7 S"EM I