HomeMy WebLinkAboutS-018011LOT 167
M.H. 15 S,
LOT 1 6 7 M.N. 13 HALF n M. H, 12
STA. 11 +46 N. HALF S. t21 B' sruB
TA 8 LOT 166
STA. 4 +76
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B STUB ! NEW 12" PIPE SAN. SEWER 1 __� 8 STUB (2) _ _ -
EX. 12"D. 1. WATER MAIN - - - -- --
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15' UTILITY EASEMENT
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X, I �!.STA.3+24 LOT i8�a HORIZONTAL SCALE: 1"=40'
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EL. 33.7 EL. 39.7
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M.H, 15 M.H. 1.4
M.H. I t M.H. 10 M. H. 9
ST A, I I t 46 STA. 9 +121 M.H. 13 M. H. l'2
STA:8 +21 STA.: 4' +76 STA. STA. It48 STA. 13+23 SCHED.
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70- _-..� -7a °� of � i MANHOLES IO THRU f4 � �
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FINISH TGRADE ABOVE ao °U 11s o'
L 12" PI PE. 225 L. �� Y
IS= 0.005ft. /ft. ' I ,.. -- __ EX. G_R,O ND - -6O' ^•
NV. —GD° INV. 69'3$ J I.EST s EX 12 D l`WTR M�_DEPTH OF COVER 36 "L I 50.810
U Ste - � " EAST z o
4'3,ov 0 �` _- ---`"__ -- ` - "c- - v !' II I.E. SOUTH 51.50 0
ti 1 \ 8' STUB (2) z' J S
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- so" 50
50-- 1 1 N V. 56:6.5
12" PIPE 100
0 L.F. L_� 12 P7 PE 345 L: F. _c -- -- GJ F I L -- - - - -- — - -
S =0.126 ft,/ft.
IS= 0.0178 ftfff - -- -
INV. 59 46
_ I 4�•5o -�- - - -- .._- LE. 35.05- 8 "STUB
40- � I, ,
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�- 112 PIPE 158 L. F,
S?0.1026 ft /ft ` - x 3 _
- i/ 12' PIPE 14.8 L.F. Q
30- - -
\` 12 0 0028 f t/f t6 L, F. � S - 0.0028 ft /f t
1NV.34.80' INV 34.31 `N' /. 33.90'
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VERTICAL SCALE I 10'
SCHEDULE "Bu (EXCEPT MANHOLE 9)
NOTE:
WHERE 8" STUBS ARE CALLED FOR THE CONTRACTOR SHALL PROVIDE ") R
A PRECAST CONCRETE KNOCKOUT IN THE MANHOLE BASE. THE ,/ imA:� T C) i C / < rC S
KNOCKOUT SHALL BE ORIENTED AS SHOWN' ON THE PLAN. THE y o
MANHOLE BOTTOM SHALL BE CHANNELED TO THE ELEVATIONS /
SHOWN TO ACCOMODATE FUTURE PIPE INSTALLATION. INSTALLATION y ti r .. r� r 1
OF 8" PIPE STUBS IS NOT PART OF THIS CONTRACT SCHEDULE "B'.'
���.n�� 1 JONES AVENUE SANITARY SEWER
- --- _._- - - -_ -_ .___ - -___ --
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_ __. . _ i A S SHOWN
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2 REVISED GRADES & LOC. R.E.B. .. R E.B 10/8/75 — -
3 REVISED PIPE ,SIZE REB REB _,5/12/76__
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