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CEDAR R AVE. S. STA. 25 +37
RELOCATE EXIST. CATCH
BASIN
STA. 22 + 76.0
G.E. 326.44
STA. 27+ 00.00
- .SSMH
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CONST TYPE 'D'
STA. 24 +78.0
M„ATCH INV. EXIST.
INSTALL TYPEIV-C
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CONC. DRIVEWAY
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CONST TYPE D
6 PIPE
CURB INLET
G.E. 223. 83
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W = 9'
CONC. DRIVEWAY
INV. 22/.33
W- 9'
P
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23 — -' - 8 SS 24 EXIST. ASPHALT PAVEMENT 25 26 IT
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SCALE: I = 20' HOR/Z.
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24
PROPOSED TOP OF CURB, EAST
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PROPOSED � GRADE
EXIST. CL GRADE m
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25
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INSTALL 13 L.F. 8" CONC.
PIPE @ 1.0
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225
220
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293- STREET IMPROVEMENTS
t CEDAR AVENUE SO.
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