S-2005-2.102
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8" V.C.P.
INV. ELEV.
29.18 REMOVE AND DISPOSE
OF EXISITNG MH BASE
EXIST. 72" AND SHAFT ENTIRELY
ID MANHOLE
/ � \ PLUG EXIST. PIPE
/ END WITH CONCRETE
1r a
EXIST. 30" V.C.P.
(ABAND. IN PLACE)
EXIST. INV.
ELEV. 29.28 CONNECT TO EXISTING 8" VCP WITH S.S.
SHEAR RING BAND SEAL COUPLING. ENCASE
EXIST. COUPLING AND PIPE WITH CONCRETE 3" THICK
8" V.C.P. EXTENDING 12" BEYOND EACH END OF
G. IN NO CASE
STA. 17 +50 WITHININ' FOOT OF PPESBELLL COUPLING BE
DETAIL (�5_�
SCALE 3/8 " =1' -0"
ABANDON EXIST. 8"
VCP AS REQUIRED
III)
II � II
STA 14 +60.72
8" V.C.P.
AP__�� DROP CONNECTION
PER CMSD STD. 102
REMOVE EXIST. 8" VCP
AND FORM CHANNEL AS
SHOWN
8" V.C.P.
CONSTRUCT 48"
ID DROP MANHOLE
PER CMSD STD. S -100
UPPER INLET
ELEV. 28.15
EXIST. 8" V.C.P.
REMOVE EXIST. 8" PLUG WITH CONCRETE
V.C.P. AND FORM
CHANNELS AS
SHOWN TOP OF SHELF
ELEV. 31.00
INV. ELEV. 4. NEW V.C.P.
28.98
�� sy
R -2'
INV. ELEV.
STA 28 +83 29'08
�. OF MANHOLE CONSTRUCT 48"
(i OF PIPE ID MANHOLE
PER CMSD STD. S -100
EXIST. INV.
ELEV. 30.15
STA. 28 +83.00
DETAIL
REMOVE AND DISPOSE I PLUG EXIST. PIPE
OF EXISITNG MH BASE I END WITH CONCRETE
AND SHAFT ENTIRELY
/ V EXIST. 30" V.C.P.
(ABAND. IN PLACE)
r I 1111���
EXIST. 72" ID CONNECT TO EXISTING 8" VCP WITH S.S.
MANHOLE 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
O WITHIN 1' FOOT OF PIPE BELL
STA. 14 +60.72
DETAIL
SCALE 3/8 " =1' -0"
SCALE 3/8 " =1' -0"
INV. ELEV.
18.85
8" V.C.P.
INV. ELEV. —
19.00
8" V.C.
STA. 7+83.00--" \
UPPER INLET
ELEV. 27.55 \
DROP PER CMSD \
STD. S -102
\\ \
EXIST. 8" VCP
(TO BE ABAN)
8" V.C.P. J
INV. ELEV,
27.59
PLUG EXIST. PIPE
END WITH CONCRETE
I e
EXIST. 30" V.C.P.
(ABAND. IN PLACE) %
FILL CHANNEL WITH CLASS "A "J
CONCRETE. CONSTRUCT SHELVES
AS SHOWN. REMOVE PORTIONS
OF EXIST. CHANNEL AND M.H.
BASE TO FORM SMOOTH FLOW
THROUGH CHANNEL
EXIST 6" H.L.
CONNECT TO EXIST VCP
WITH SS SHEAR RING
INV. ELEV. COUPLING
29.85
EXIST. INV.
ELEV. 29.56
/ t-4 _ _ EXIST. 8" V.C.P.
ABANDON IN PLACE
\ EXIST. 48" ID
I MANHOLE
I REMOVE AND DISPOSE
I OF EXIST MANHOLE BASE
I & SHAFT ENTIRELY
's,I
I I *-EXIST. 8" V.C.P.
(TO BE ABAND.)
I
I
RECONSTRUCT HOUSE
LATERAL TO CONNECT
TO NEW SEWER PER
PER CMSD STD S -104
MANHOLE
1�-
`—CONSTRUCT 72" ID DROP
MANHOLE SIMILAR TO CMSD
STD. S -100A & S -102
-INV. ELEV.
19.00
8" V.C.P.
I
STA. 7 +83.00
DETAIL
SCALE 3/8 " =1' -0"
— EXIST. 8" V.C.P.
(TO BE ABAND.)
PLUG CUT END
EXIST. 8" VCP
WITH BRICK AND
MORTAR OR
CONCRETE
m
57
EXIST MH PROVIDE NEW
FRAME DCOVER
PER CMSDST STANDARD
EXIST. INV.
ELEV. 27.69
�O
INS
29
E;
ID
PLUG EX
END WTI
I I
REMOVE F
OF EXISIT?
AND SHAF
CONSTRUCT 48" ID
DROP MANHOLE
PER CMSD STD.
S -100
8" V.C.P
INV. ELEV.
24.76
SHELF
SH
4-
IIafI�
Iwo
STA. 20 +37.00
INV. ELEV.
24.86
8" V.C.P.
UPPER INLET---/
ELEV. 29.57
DROP CONNECTION
PER CMSD S -102 I ,ter
PLUG CUT END i
EXIST. 8" VCP
WITH BRICK AND j
MORTAR OR _
CONCRETE
EXIST. S VCP
(ABAND. IN PLACE)
I
DETAIL
SCALE 3/8 " =1' -0"
REMOVE AND DISPOSE OF
EXIST MANHOLE BASE
AND SHIFT ENTIRELY
ST.
EXIST. INV.
ELEV. 29.95
EXIST.
8" V.C.P.
EXIST. 48" ID
MANHOLE
REMOVE EXIST. 8"
VCP INSIDE MANHOLE
AND FORM CHANNELS
AS SHOWN
C.P.
LACE)
8" VCP WITH S.S.
kL COUPLING. ENCASE
ITH CONCRETE 3" THICK
EACH END OF
SHALL COUPLING BE
E BELL
ORANGE COUNTY SANITATION DISTRICT
KYAOV Ls Arx�ifrno con THESE RECORD DRAWINGS NAVE BEEN PREPARED
IN PART ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD INSPECTORS
DER n rn PIES
SON APPROVED DATE :mw
REVISIONS I CNECM
MANHOLE BASE DETAILS
c000m
PROJM MROM R.C.L
C000m
PROJECT ENGNM R.C.E.
DATE
6 -13 -1 .o
OR"" No.
SNEET
No. 10 of 12