HomeMy WebLinkAboutSanitary Sewer Plan and Profile pg 25N 324 /
o' 325 32 L.F. -6" 323
z WYE &LAT. 31 L.F. -6"
w STA. 1 +49 WYE & LAT.
- I I STA. 2 +15 I 279 / \ STA. 0+00
STA. 25 +46 Ni NW , — \ I +0 \
STA. 4+ E do
+33 I I w
Q N
\ STRE T "E" 5o 322 I w
0 3g Rqp I
WYE L & LAT. 280 I c i
283
STA. 2 +26 I ] I w 15 L.F. -6'
/ I WYE & LAT.
30, B_B STA. 0 +50
I 0'
319 � I
321 I I 282
320 90 L.F. -6" I I
94 L.F. -6" WYE & LAT. I I
WYE & LAT. STA. 2 +17 I I
STA. 1+52 I
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i
910
IIIIIIIIIIIIIIIIIIIIN
DATUM ELEV
895.00
SCALE: 1 " =50' HOR.
1 "= 5' VERT.
332
110 L.F. -6"
333 WYE & LAT.
1 84 L.F. -6" STA. 1 +97
WYE & LAT.
334 I STA. 1 +24
1� L�
STREET "D-
STA STA. 22+96 NE� �SW /
z �-
1 A I I
j- 327 328 329
1 I I 11 L.F. -6" 26 L.F. -6"
�' WYE & LAT. WYE & LAT.
ISTA. 1 +57 STA. 2 +27
� I I
331
95 L.F. -6"
WYE & LAT.
STA. 2 +17
I
330
45 L.F. -6"
WYE & LAT.
STA. 2 +39
i
910
DATUM ELEV
895.00
910
DATUM ELEV
895.00
OF \
288
\STRFF% � ry RPo
q 5
Nx 8 Rq�
I I \
I
I I 284
25 L.F. -6"
WYE & LAT.
II STA. 1 +61
I I
SCALE: 1"=50' HOR.
1 "= 5' VERT.
287
115 L.F. -6"
WYE & LAT.
STA. 1 +69
1 286
92 L.F. -6"
WYE & LAT
STA. 1+77
285
46 L.F. -6"
WYE & LAT.
STA. 1+88
O
0
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PROPOSED GRADE
Q�U
c F
PROPOSED GRADE
GRADE
PROPOSED
GRADE
EXISTING GRADE
FULL DEPTH
GRADE
EXISTING
BACKFILL
BACKFILL
FULL DEPTH
GRANULAR
8 "SDR
BACKFILL
P.V.C.
8
1.50%
3�G % %-
248 L.F.
1.30%
�F•
233 L.F.
1g6
INV.= 897.94
8" SDR -35 P.V.C.
E.
-A
12" SDR -35 P.V.0 S.E.
8" SDR -35 P.V.C. W.
INV.= 899.09
INV.= 894.15
INV. =B
8" SDR -35 P.V.C.
W.
12" SDR -35 P.V.0 W.
INV.= 899.19
INV.= 894.25
332
110 L.F. -6"
333 WYE & LAT.
1 84 L.F. -6" STA. 1 +97
WYE & LAT.
334 I STA. 1 +24
1� L�
STREET "D-
STA STA. 22+96 NE� �SW /
z �-
1 A I I
j- 327 328 329
1 I I 11 L.F. -6" 26 L.F. -6"
�' WYE & LAT. WYE & LAT.
ISTA. 1 +57 STA. 2 +27
� I I
331
95 L.F. -6"
WYE & LAT.
STA. 2 +17
I
330
45 L.F. -6"
WYE & LAT.
STA. 2 +39
i
910
DATUM ELEV
895.00
910
DATUM ELEV
895.00
OF \
288
\STRFF% � ry RPo
q 5
Nx 8 Rq�
I I \
I
I I 284
25 L.F. -6"
WYE & LAT.
II STA. 1 +61
I I
SCALE: 1"=50' HOR.
1 "= 5' VERT.
287
115 L.F. -6"
WYE & LAT.
STA. 1 +69
1 286
92 L.F. -6"
WYE & LAT
STA. 1+77
285
46 L.F. -6"
WYE & LAT.
STA. 1+88
O
0
rn
00
0
Lu
00
o
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I'd- (3)
CD
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II
mi (n
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Q
ME
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PROPOSED GRADE
QF-U
2
c F
PROPOSED GRADE
GRADE
EXISTING
EXISTING GRADE
FULL DEPTH
FULL DEPTH
GRANULAR
BACKFILL
BACKFILL
35 P V C.
8 "SDR
8
1.50%
3�G % %-
248 L.F.
II
�F•
8" SDR -35 P.V.C. E.
1g6
INV.= 897.94
-A
12" SDR -35 P.V.0 S.E.
8" SDR -35 P.V.C. W.
INV.= 894.15
INV. =B
12" SDR -35 P.V.0 W.
INV.= 894.25
SCALE: 1"=50' HOR.
1"=5' VERT.
NOTES
FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATERAL STREET
CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS.
MIN. SLOPES PER THE TEN STATE STANDARDS
SHALL PREVAIL IN ALL CASES.
CONTRACTOR SHALL EXTEND SEWER LATERALS
AS SHOWN. IN NO CASE SHALL END OF
LATERAL BE CLOSER THAN 5' TO BUILDING
SETBACK LINE.
CONTRACTOR SHALL TERMINATE LATERAL AT
A DEPTH OF 5 TO 7 FEET DEEP AT
EASEMENT LINE.
GTOEPp
�'�a •••G4STE • ,A-
_ 19358
STATE OF : �r
SCALE: 1"= 50'
336
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910
DATUM ELEV
895.00
SCALE: 1"=50' HOR.
1 " =5' VERT.
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SHEET NO.
25
OF 37 SHEETS
JOB No. 42611
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PROPOSED GRADE
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EXISTING GRADE
FULL DEPTH
GRANULAR
BACKFILL
35 P V C.
8 "SDR
1.50%
248 L.F.
7
8" SDR -35 P.V.C. E.
INV.= 897.94
8" SDR -35 P.V.C. W.
INV. =B
NOTES
FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATERAL STREET
CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS.
MIN. SLOPES PER THE TEN STATE STANDARDS
SHALL PREVAIL IN ALL CASES.
CONTRACTOR SHALL EXTEND SEWER LATERALS
AS SHOWN. IN NO CASE SHALL END OF
LATERAL BE CLOSER THAN 5' TO BUILDING
SETBACK LINE.
CONTRACTOR SHALL TERMINATE LATERAL AT
A DEPTH OF 5 TO 7 FEET DEEP AT
EASEMENT LINE.
GTOEPp
�'�a •••G4STE • ,A-
_ 19358
STATE OF : �r
SCALE: 1"= 50'
336
�I
910
DATUM ELEV
895.00
SCALE: 1"=50' HOR.
1 " =5' VERT.
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SHEET NO.
25
OF 37 SHEETS
JOB No. 42611