HomeMy WebLinkAboutC202 Flood Management Plan-C202: 1�5
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EX. CURB INLF,T #627
T.C: 855.87
18" .C.P. E
INV. 849.88
Is" R.C.P. W
INV: 849.79
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EX. CURB INLET #628
T.0 =855.98
18" R.C.P. E
INV.=850.16
18" R.C.P. W
INV.=850.06 i
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IN1 \ 8" S.D.R. N 1
V=.=845 W 845.5 l
8" S.D.R. 35 P.V.0 S
INV=845.63
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855G NLET w/ 2' SUMP #6401
5 T.C.=854.23
ANHOLE #641 I 15" R.C.P. E
T.0 =855.06 INV=849.30
18" R.C.P. E 18" R.C.P. W
INV =848.80 INV=849.201
18" R.C.P. W
INV =848.70 1 EX. MH. #JC$39
$" S.D.R. 35 P.V.0 N
'DEE INV.=844.1$-
8" S.D.R. 35 P.V.0 E
INV.=844.08
WOODED
AREA
L.
9.8' DEED GAP
WOOD
SHED
2.0' DEED OVERLAP
HYDRA
W/VATJ
DBL. CURB INLET #639
=854.07
C.P. SE
49.56 �
�84 . / YDRA6-.-
T.C=85, W/VALVE
12" R.C.P. S
INV =850.09
12" R % D.E.&U.E.
INV.-4 R
T.C=854.76
15" R.C.P. W
INV. 85 L06
15" R.C.P. E
10' B.L.
is 28-31 G=857
is 28-3'I FPG=857
ad for w is 28-
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MF - 57.9
28-31 M)A'=857.4
28-3'I M =857.
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=857.4
INV =841.28
=Efb-T410"
R. 35 P.V.0 E
1.
1 N V =841.08
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LEGEND
�. EMERGENCY FLOOD ROUTING
o
F
EMERGENCY OVERFLOW PONDING w
(FOR 100 YEAR STORM ASSUMING ALL INLETS ARE >
COMPLETELY CLOGGED.) GRAPHIC SCALE
50' 0 25' 50'
W
( IN FEET) q
V 50 FT
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oQ
NO.
19358
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DRAWN BY: CHECKED BY:
ADG BAH
SHEET NO.
C202
S & A JOB NO.
60160HAM-S2