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8'
UPPER LIMIT
3/4' MAX
CRUSHED
ROCK
PIPE SUBGRADE
PIPE FOUNDATION
W =MAX ALLOWABLE
TRENCH WIDTH
O.B. +16' MAX
❑,B. +12' MIN
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V.C.P. - TYPE II
12'
TYP
SLOPE AND EXTEND OF
SHORING AS DETERMINED
BY CONTRACTOR
—SLOPE AND EXTENT OF
SH ❑RING AS DETERMINED
BY CONTRACTOR (TYP)
UNDISTURBED SOI 12 �F
12 I
6' MIN
I' MAX
UPPER LIMIT
OF PIPE ZONE -
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LED CONTROL DENSIT / \
FILL (500 PSI), SEE p.
SPECIFICATI ❑NS
PIPE SUBGRADE /
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PIPE FOUNDATION
3/4' MAX, CRUSHED ROCK
FULL DEPTH AC =EXIST
AC +AB +1'
PLUG PIPE WITH CONCRETE FILL WITH IMPORTED
SAND MIN, SE 70
BREAK HALE IN
MANHOLE BASE
MANHOLE ABANDONMENT
NOT TO SCALE
V.C.P. - TYPE IV
BEDDING DETAILS
NOT TO SCALE
REMOVE AND DISPOSE
OF EXISTING MANHOLE
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WITH BRICK AND MORTAR OR SHELF
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CONCRETE.
I I OPL/ACrE V.C.P.
ABANDON 1
/ I REMOVE AND DISPOSE EXIST.
MANHOLE. BASE. AND INTERFERING
EXIST. W. / / PORTIONS OF EXIST. PIPE.
ELEV.- 8
EXIST. Or V.C.P.
CONNECT EXIST 8' VCP TO NEW J
8' VCP WITH COUPLING WITH SS
SHEAR RING, ENCASE COUPLING
AND PIPE WITH CONCRETE 3'
THICK EXTENDED 12' BEYOND
EACH END OF COUPLING, IN NO
CASE SHALL COUPLING BE WITHIN
1 FOOT OF PIPE BELL.
RECORD DRAWING
Di f'I• VCP
2 -7 VCP —J
JOINTS
EXIST. 30" OR 33' V.C.P.
ABANDON IN PLACE
N�ICJ PLUG CUT END EXIST. PIPE
WITH BRICK AND MORTAR OR
CONCRETE.
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II II EXIST. 33' V.C.P
II I I�
REMOVE EXIST. 33* VCP
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AND CHANNEL AS
SHOWN
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..V,J II II
SHELF II II
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LOCATION
(INTERSECTION OF
EXISTING MANHOLE D/S MH
(TO BE REMOVED)
DIA,
D
APPROX,
LEN.
SLOPE
S
RIM
INV
INV
CALIFORNIA ST)
ELEV.
B
C
DAKOTA
32.18
24.58
24,43
8'
39'
0.004
MINNESOTA
33.13
23.63
23.47
8'
40'
0.004
MONTANA
31.97
23.37
23.27
8'
25'
0,004
OREGON
30.12
22.77
22.67
8'
25'
0.004
TYPICAL PLAN
NOT TO SCALE
ORANGE COUNTY SANITATION
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1501 QUAIL STREET NEWPORT.. BEACH, CA 92658
BEDDING DETAILS
1ok16k1
R.C.E. DATE
•