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SCALE: V = 50
NOTE: It shall be the Contractor's
responsibility to determine the clear-
ance of overhead power lines prior to
construction and to comply with all
safety code requirements. The power
line clearance information given
hereon is for the Contractor's gen-
eral information only. Clearances
shown are calculated elevations based
on conditions at time of field s-
and not direct measurements.
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� TOGt�iV CO/VCf��TE f'!/"E
TY/"E Z7 O/S EQUAL V1
MANHOLE SECTIONAL PLANS
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NOTES
1. All sediment and other materials in the existing 60-inch
x 42-inch CSMP culvert shall be removed and disposed of
prior to making connection to the new interceptor
system.
2. Manhole 1 shall be furnished with a cast -in -place concrete
base to permit maintenance of flow in the existing
42-inch 0 concrete drain until time of connection to the
new interceptor system.
3. Manholes 4G, 613, and 6C may be furnished with either cast -
in -place or pre -cast bases.
4. Over excavation below normal foundation (bottom of bedding)
level and baekfill with foundation and/or bedding mater-
ials is required for non -pile supported pipe and structures.
Refer to the specifications.
5. Manhole covers shall be of the non -locking type.
6. Ground water levels are seasonal, maximum levels may be
assumed at Elevation 25, from Station -0+19 to 1+50, and at
Elevation 26 along the remainder of the alignment. Con-
tractor shall take precautions to prevent flotation of
pipes or manholes. Any damage caused by flotation shall be
repaired by the Contractor at no additional cost to the
Owner.
7. Prior to connection of existing drains to the new system,
approval for connections shall be obtained from the Owner.
S. All manholes shall be furnished to support H-20 loadings.
9. The debris barrier shall be as shown on the plans and in
the Special Details, except that the barrier shall be
fabricated to be removable (rather than secured) and
equipped with pulling/lifting eyes to allow removal by
light construction equipment (i.e., backhoe) if conditions
regvtre.
10. Field locate the Type 27 catch basin at CB #1 to allow
connection of 12-inch RCP extension to 42-inch RCP exten-
sion. Set finish elevation at existing ground elevation.
'MANHOLE
SCHEDULE
MANHOLE
PIPE
KNOCKOUTS -
FUT.
DRAINS
INTLRiOR SUMP
INV
INV
FIN
GR
NO.
TYPE
SIZE
DEPTH �'
SIZE
ELEV
PLACE
PIPE
ELEV
ELEV COVER
1
APWA
Type
III-96
96''Q
None
42''
In
16.7J-
N
18"
RCP
17.7
25.3
w/CIP Base
42''
Out
16.7-+
48"
In
16.7-
2
APWA
Type
III
144"0
None
72"
In
17.50
N
18"
RCP
19.8
26.0
(S)
48''
Out
17.50
SW
72''
RCP
17.50
25.9
(N)
3
APWA
Type
V
Plan
None
72"
In
18.22
None
40
72"
Out
18.22
4A
APWA
Type
II
144"0
30"
60"
In
20.09
N
18"
RCP
21.3
29.5
(N)
42"
In
19.37
29.5
(S)
72"
Out
19.09
4B
APWA
Type
II
84"o
None
42''
In
21.14
None
29.5
12''
In
24.13
42"
Out
19.50
4C
APWA
Type
III
48"0
None
12"
In
24.2+
None
29.5
12"
Out
24.2T_
5
APWA
Type
V
Plan
None
60"
In
20.36
None
29.0
40
60"
Out
20.36
6A
Precast
Utility
101W
30" 60"x42"
In
22.64
N
18"
RCP
22.9
31.1
(N)
Vault
xl6'L
18"
In
21.14
NW
18"
RCP
22.9
31.1
(E)
15"
In
21.14
SW
18"
RCP
22.9
(Top
Vault
60"
Out
21.14
Slab=29.25)
6B
APWA
Type
I
48"0
None
18''
In
19.8+
30.0
18"
Out
21.44
Is
APWA
Type
I
48"0
None
15"
In
21.6+
30.0
15"
Out
21.6-
CB-1 APWA Type III 84"0 30" 18" In(N) 18.7+ None 24.4
18" In(E) 19.62 (Grate &
-rX/J'T CULi/FRr 42" out 18.62 Slab)
.*,NO"7e " /i7d�caics
{rorn pipe. h7vert
no odo','Eiona/ depth
to top of base slab
A P10A&A'_X
than ts nvrma/y
fvrhished
4W
J& /VOTE T,%/I -//EET
END VIEW —DEBRIS BARRIER.
no scale.
FRAME, COVER, & GRATE SCHEDULE
MANHOLE DESCRIPTION
1,3,4A,4B,5,6A 24", APWA Std. Plan No. 42 w/slotted covers
2 24", shallow type for thin slab, slotted covers
4C,6B,6C 24", APWA Std. Plan No. 42
CB-1 24"x24" cast iron inlet, APWA Std. Plan No. 49
•A,d > f
APPROVED DATE
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DESIGNED: L. G/Y//'IN
DRAWN: ,BEEs
CHECKED:
REVISED: