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EXISTING GRADE
PROPOSED GRADE
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11
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264 L.F.
01.79
0.33
10" S.D.R. 35 P.V.C.
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10" S.D.R.
INV.= 900.82
E .F.
00.92 w.
8" S.D.R. 3`
INV.= 901.05
12 L.F. -6"
WYE LAT.
STA. 0 +43
19 L.F. -6"
WYE LAT.
STA. 2 +24
15 L.F. -6"
WYE LAT.
STA. 1+34
11 L.F. -6"
WYE LAT.
STA. 0 +44
TSREETG
THR
-STA:- 2+6
6 L.F. -6"
WYE LAT.
STA. 0 +67
_STA. -0+ -00- -W
37 L.F. -6"
WYE LAT.
STA. 2 +03
rL� I■LGJ L■J
S.D.R. 35 P.V.C.
01.76 NW
H-
910
01_66 SE.
3
93
920
135 L.F.
0.45%
8" S.D.R. 35 P.V.C.
01.05 NW.
SCALE: 1"=50' HOR.
1"=5' VERT.
219 L.F. C 33%
00.82 E.
10" S.D.R. 35
P.V.C. W. INV.= 900.92
FULL DEPTH
GRANULAR
BACKFILL
PROPOSED
WATER
1
1
10" S.D.R. 35 P.V. C
�I�IIi 00 SF.
356 L.F
930
920
910
DATUM ELEV
905.00
5 P.V.C. E.
P.V.C. N.
C 12" R.C.P.
INV.= 914.58±
0.33%
10" S.D.
98.83 NW.
aie ste se am as as am es 11■1\°\
98.73 SE.
357 L.F
EXISTING GRADE
SCALE: 1"=50' HOR.
1 =5' VERT.
PROPOSED GRADE
0.33%
141ST STREET
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43
NOTES
10" S.D.R. 35 P.V.C.
STA. 0 +00 N.
wm mum_ prausl_m_. 111L111 WIN 1111111. PILE_ 111L1111111111 _MLA MLA ,111_11111 WM_ puit_pl
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FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATER, 1 STREET
CROSSINGS COMPACTED PER I.[ .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.
FULL DEPTH
GRANULAR
BACKFILL
PROPOSED
WATER
DENOTES FULL DEPTH GRANULAR BACKFILL
97.55 NW.
0
8" S.D.R. 35
P.V.C. N. INV.= 899.40
74
S A. 0 +00
32
33
34
O P.W.P.
10" S.D.R. 35 P.V.C.
0
G
m
X
SCALE: 1"= 50'
930
920
910
EX. 12" S.C.R. 35
P.V.C. E. IN V.= 896.51
EX. 15" S.E.R. 35
P.V.C. S. II\ V.= 896.11
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