S-2005-2.9i
z
i
S
CA
al
O
= N
8
i
c
■
a
�m
FILL CHANNEL WITH CLASS "A" 8" V.C.P.
CONCRETE. REMOVE PORTIONS
OF EXIST. CHANNEL AND MH BASE
TO FORM SMOOTH CHANNEL INV. ELEV. 25.72
AS SHOWN
\ R=9' 0 +9
STA. O
/ / \� PLUG PIPE ENDS WITH MANHOL
EXIST. 30" V.C.P. / CONCRETE (TYP.) Q OF PIPE
�K EXIST. 30" V.C.P. EXISTING 18" VCP.
(ABAND. IN PLACE) PLUG END
IN WITH CONCRETE
STA. 1 +00.00 /
OF PIPEHOLE INV. ELEV. 25.75 J
INV. ELEV. 25.82
PROVIDE NEW
MH FRAME AND COVER
PER CMSD STANDARD
EXIST. 8" V.C.P.
�O
STA. 1 +uu.vu STA. 0 +92.00
DETAIL DETAIL
SCALE 3/8" =1' -0" -
EXIST. 8" V.C.P.
REMOVE EXIST. 8" II I�II/�/
V.C.P. AND FORM
CHANNELS AS
SHOWN PLUG END WITH CONCRETE
INV. ELEV. C � Sys NEW V.C.P.
F�
5�
INV. ELEV. B
R =1'
OCONSTRUCT 48" ID DROP
STA = A MANHOLE PER CMSD STD. S -100.
OF MANHOLE UPPER INLET
CE OF PIPE ELEV. D
JOIN EXIST 8"
VCP AS REQUIRED DROP CONNECTION PER
CMSD STD. S -102.
STATION
INV. ELEV.
INV. ELEV.
UPPER INLET
(A)
(B)
(C)
.
E(D)
23 +24.00
26.44
26.34
30.00
26 +04.00
27.77
27.67
30.08
D ETAI L
SCALE 3/8 " =1' -0"
INV. ELEV. 25.83 J
STA 22 +30.00
qL OF MANHOLE
CL OF PIPE
o�
0
DETAIL
8" V.C.P.
0
R =2' -8"
V.C.P.
INV. ELEV. 25.93
ID MANHOLE 4PER
CMSD STD. S -100.
STA. 22 +30.00
SCALE 3/8 " =1' -0"
REMOVE AND
DISPOSE OF
EXISTING 18" VCP.
SCALE 3/8 " =1' -0"
, IS MANHOLE 4PER
ICuMSD STD. S -100.
FREMOVE AND
DISPOSE OF
EXISTING 18" VCP.
INV. ELEV. 25.65
- R =1'
�
STA 22 +13.00
OF MANHOLE EXISTING 18" VCP.
OF PIPE PLUG END AND
ABANDON
�O
8" VCP
52'30'00"
INV. ELEV.
INV. ELEV. 25.73
25.63
Mm
STA. 22+13.00
DETAIL
SCALE 3/8 " =1' -0"
EXIST. 8" VCP
(ABAND. IN PLACE)
A
STA 31+85.00 -
(L OF MANHOLE
q OF PIPE
8" VCP
INV. ELEV.
30.39
O
8" VCP
PLUG CUT END EXIST.
8" VCP WITH BRICK
AND MORTAR OR
CONCRETE
REMOVE EXIST. 8"
VCP INSIDE MANHOLE
n\7 AND FORM CHANNELS
AS SHOWN
TOP OF SHELF
ELEV. 32.00
R-2'-W- ::j
INV. ELEV.
31.13
OEXIST.
8" VCP 0
STA. 31+85.00
DETAIL
SCALE 3/8 " =1' -0"
IDO MANHOLE 48ER
CMSD STD. S -100.
0 •
ABANDON EXIST. 8" V.C.P.
III
INV. ELEV. SHELF
24.46
INV. ELEV.
8" V.C.P. �� I 24.36
�O S L 8" V.C.P.
STA. 3 +53.34 IDO MANHOLE 48ER
qL OF MANHOLE CMSD STD. S -100.
Pc OF PIPE
REMOVE EXIST. 8" V.C.P.
AND FORM CHANNEL AS
EXIST. 8" V.C.P. SHOWN
(ABAND. IN PLACE) PLUG CUT END EXIST.
STA. 3 +53.34 AND MORTOR OR BRICK CONCRETE
DETAIL
3
SCALE 3/8 " =1' -0" -
CONST.48" I.D. MH PER
CMSD STD. S -100 WITH
DROP CONNECTION PER
CMSD STD. S -102
SEE AI
JOIN EXIST. VCP
WITH BANDED
RUBBER COUPLING= I
8" V.C.P.
EXIST. 72" ID I I INV. ELEV. 27.85+
MANHOLE I INV. ELEV. 28.59•*
\� PLUG PIPE ENDS WITH
/ CONCRETE (TYP.)
I
O
EXIST. 30" V.C.P.
(ABAND. IN PLACE)
REMOVE AND DISPOSE
OF EXISITNG MH BASE CONNECT TO EXISTING 8" VCP WITH S.S.
AND SHAFT ENTIRELY SHEAR RING BAND SEAL COUPLING. ENCASE
COUPLING AND PIPE WITH CONCRETE 3" THICK
EXTENDING 12" BEYOND EACH END OF
EXIST. 8" V.C.P. COUPLING. IN NO CASE SHALL COUPLING BE
STA. 5 +65.77* WITHIN 1' FOOT OF PIPE BELL
STA. 11 +80.72 **
D ETAI L r4�
CONST. 48" I.D. MH PER
CMSD STD. S -100-i
REMOVE & DISPOSE OF
EXIST. MH & 8"VCP-
FUTURE 2 -18 "DIP
v
-F�:
MANHOLE BASE DETAILS
6 -13 -1 m
rI
+I
DATE OCT. 2002
c000000
°R"""10 ND
F-
co
ocawR�o PES
0
N0.
DESCRIPTION
APPROVED
DATE
cV
0
2 -2' JTS
0
`n
0
TYP. EA MH
w
r\
6
00
+
Z
NI
w
�I;
z
-
z
x
-
w
SCALE 3/8 " =1' -0"
EXIST.
8"VCP
NLET ELEV. 15.44
CONSTRUCT 48"
ID DROP MANHOLE
PER CMSD STD.
S-102----,
8" V.C.P.-7
REMOVE EXIST. 8" VCP -
AND FORM CHANNEL AS
SHOWN
UPPER INLET
ELEV. 20.5 ±
8" V.C.P.
I
III
1
11
DETAIL 9 10
SCALE 1"=4' - D ETAI L
SCALE 3/8 " =1' -0" -
8" VCP
ORANGE COUNTY SANITATION DISTRICT
RECORO OA.4 K/ /NG AWVLM Eli wince cowwowwrion
THESE RECORD DRANIINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS
MANHOLE BASE DETAILS
6 -13 -1 m
DATE OCT. 2002
c000000
°R"""10 ND
F-
ocawR�o PES
PROacT rwrwxR R.c.rr DATE
Co0o000
N0.
DESCRIPTION
APPROVED
DATE
ORrwN
CHECKED
�Et
N0. o►
REVISIONS
rRO.KCr ENpNEER R.C.E DATE