HomeMy WebLinkAbout17 C501 Sanitary Sewer PlanMANHOLE 807 T-
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PROPOSED GRADE
EXISTING GRADE
012" R.C.P.
INV.-
0 12" R.C.P.
INV.= 916.08f
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368 L.F.
6.00 S 0.45 8" S.D.R.
35 P.V.C.
AMMO.",
04.34 N.
0.45
04.24 S. 8" S.D.R. 35 P.V.C.
173 L.F. 0.45% 8" S.O.R. 35 P.V.C.
13:
0.
8" S.D.R
01.66 SE.
02.64 N.
02.54 SE.
01.76 NW.
930
920
910
CC
/MANHOLE 805 TM
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4
17 L.F. -6"
WYE LAT.
STA.
5
73 L.F. -6"
WYE LAT.
STA. 1+29
15 L.F. -6"
WYE LAT.
STA. 0 +41
S
L
15 L.F. -6"
WYE LAT.
STA. 1+31
75 L.F. -6"
WYE LAT.
STA. 1 +18
6
64
I-
7
15 L.F. -6"
WYE LAT.
STA. 2 +21
75 L.F. -6"
WYE LAT.
STA. 2 +08
63
0
0
8
STA 18+24
15 L.F. -6"
WYE LAT.
STA. 3 +11
75 L.F. -6"
WYE LAT.
STA. 2 +98
62
STREET A
9
15 L.F. -6"
WYE LAT.
STA. 0 +45
75 L.F. -6"
WYE LAT.
STA. 0 +30
SCALE: 1"=50' HORS
1 =5' VERT.
16 L.F. -6"
WYE LAT.
STA. 1+35
59
10
11
17 L.F. -6"
WYE LAT.
STA. 2 +25
W"g s 11o7 i ns R
15 L.F. -6"
WYE LAT.
STA. 3 +05
13
14
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NOTES
1c,
SCALE: 1 50'
FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATERAL STREET
CROSSINGS (Sc COMPACTED PER I.D.O.H. STANDARDS.
MIN. SLOPES PER THE TEN STATE STANDARDS
SHALL PREVAIL IN ALL CASES.
CONTRACTOR SHALL EXTEND SEWER LATERALS
THRU EASEMENTS AS SHOWN. A MINIMUM OF 5 FT.
AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL
TERMINATION.
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
DENOTES FULL DEPTH GRANULAR BACKFILL
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