HomeMy WebLinkAboutSDP199400018 Plan - Approved 1994-04-20��'
P
N
MMTTM
S 0 L E R 0 S 1 0 N PLAN
ST'ORM DRAINAGE STRUCTURES
NO.
TYPE
L
TOP INLET
INV. IN
IN OUT
I
DI-7
410.5
405.0
2
D I - 3 8
12
403.0
398.1
308.0
3
D I - 3 0
a
401.0 305.1
303.1
395.0
4
D I - 3 a
6
400.8
393.1
393.0
a
D I - 3 A
407.9
402.0
a
011-3A
408.0
401.1
401.0
7
DI-3C
a
400.38
394.1
3914.0
a
MH
348.0 342.0
33S.2
SCAN. SEWER STRUCTURES
K 9 Y T 0 P I N V.
A 390.90 3 8 0. 4 7 (E X I B T.)
0 400.10 3 8 5. 2 3 (E X 18 T.)
C 3 9 9. 2 2 (E X 18 T.) 3 8 4. 5 3 (E X 18 T.)
D 3 9 8.13 (E X 18 T. ) 3 0 3 - 118 (E X 18 T.)
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S.
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4-
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SILT AP
t
B o t t o m Le n g t
Bottom W i d th
D r a i n a g e A r Kd'+,
Vol u m R rp
J", ....
Vo I u n
S i d-te 9 1 0
Outlet Crest Width
I
�
VDH&T #1
Coarse Aggregate
4e
GRAVEL CONSTRUCTION ENTRANCE,
Source: Va SWCC Plate 1.01al
C)
<
CONSTRUCTION ENTRANCE -WITH WASH RACK
D
itch to Carry
Wash Water to
Sediment' Basin or
Trap
Wash Rack
N
61-711
7 ,
4:
� U11
01
Reitmf o rc e d Coner e Drain Space
Detail of Wash Rack
D E T A I L I
y
ek
X9 x
C)
r
ej_
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ve
JOB NO:
C);
DATE:
:41
DRAWN:
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