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NOTI-,: It shaI I be t'he Contractor's
responsibility to determine the clear-
ance of overhead power lines prior to
construction and to comply with all
safety code requirements. The lower
line clearance information given
hereon is for the Contractor's gen-
eral information only. Clearances
shown are calculated elevations based
on conditions at time oI field surv--
and not direct Measurements.
SCALE: '= 10'
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-MANHOLE SECTIONAL PLANS
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1W NOTE T,y/,T ,1.S'EE7
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, 6B, and 6C may be furnished with either cast -
in -place or pre -cast bases.
4. Over excavation belownormalfoundation (bottom of bedding)
level and backfill 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 byeflotation 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.
8. All manholes shall be furnished to support 11-20 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
I
ight construction equipment (i.e., backhoe) if conditions
require.
1-0. Field locate the Type 27 catch basin at CB ;�el to allow
connection of 12-inch RCP extension to 42-inch RCPexten-
sion. Set finish elevation at existing ground elevation.
MANHOLE
SCHEDULE
\I:1\IIOL1:
PII'I:
KNOCKOUTS -
I C'T.
I)I'.A I\�
I� I :Ri01SU'�lP
INV
I-N1
I IN
GR
S I Z1;
I)EPTII�
SIZE
ELEV
PLACI'-
P IPL,
IsLI;V
I:Ll'V COVER
1
Al'�t'A
Type
III-96
96"0
None
12"
In
16.70+
N
18''
RCP
17.7
25.3
w/CIP
Base
12"
Out
I6.7+
43"
In
16.7±
2
APWA
Type
III
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
APtiVA
Type
V
Plan
None
72"
In
18.22
None
40
72''
Out
18.22
4A
AP1VA
Type
II
144
30''
60"
In
20.09
N
1S''
RCP
21..3
29.5
(N)
-
42''
In
19.37
29.5
(S)
72"
Out
19.09
4B
APWA
Type
II
84"
42''
In
21.14
None
29.5
12''
In
24.13
12"
Out
19.50
1C
APWA
Type
III
48'
None
12''
In
24.2+
Nona
12''
Out
21.2+
APWA
Type
V
Plan
None
60"
In
20.36
None
29.0
40
60''
Out
20.36
6A
Precast
Utility
1011V
30'' 60"x42"
In
22.64
N
13"
RCP
22.9
31.1
(N)
Vault
x16'L
18"
In
21.1-4
NIV
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)
613
APWA
Type
I
48-0
None
18''
In
1.9.8+
30.0
18"
Out
21.44
6C
APWA
Type
I
48"0
None
15"
In
21.6+
30 0
15"
Out
21.6+
CB-1 APWA Type III 84"(A 30" 18" In(N) 18.7+ None 24.4
18" In(E) 19.62 (Grate &
if7 rNVM%- 42" Out 18.62 Slab)
* 'Node " 117dlcatcs 17o aob4-E1vna/ deloth
iron, P,P� invert fo to,P of bau s/ab L3 -
than �s norrnaly &-171shed o A2A 0 rJA
FRAME, COVER, & GRATE SCHEDULE
MANHOLE DESCRIPTION
1,3,4A,4B,5,6A 24", APWA Std. Plan No. 42 w/slotted covers
END VIEW - DEBRIS BARRIER 2 24'', shallow type for thin slab, slotted covers
no S C a 1 Q 4C , 6B , 6C 24'', APWA Std. Elan No. 42
CB-1 24"x24" cast iron inlet APWA Std Plan No 49
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DRAWNBEES
CHECKED. OY FINE
REVISED:
I As 13�1lJ 2-83d_ I
SHEET
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