HomeMy WebLinkAboutSTORM POND PLANS - 17-00310 - 486 S 3rd W - The Roost - Bldg 3 - 12 Units24.00'
TB
C
6
8
.
0
7
±
TBC
6
7
.
3
5
±
TOP
O
F
W
A
L
L
6
6
.
0
0
±
OIL=
6
5
.
5
0
EX
T
B
W
7
0
.
8
0
TB
W
6
9
.
5
2
TB
W
6
9
.
5
2
EX
T
B
W
6
8
.
0
0
±
E
X
T
B
W
6
7
.
5
7
EX TBW
6
6
.
8
5
2
.
1
%
0.
4
0
%
1.4%
2.
0
%
2.
0
%
DRAINAGE SWALE
2
'
'
W
2
'
'
W
2
'
'
W
2
'
'
W
DUMPSTER W/
ENCLOSURE
TO
C
6
7
.
7
7
OIL
=
6
7
.
2
7
EX T
B
W
7
0
.
2
0
EX
T
O
P
O
F
W
A
L
L
66
.
5
6
±
TO
C
6
6
.
8
6
±
OIL
=
6
6
.
3
6
EXISTING ASPHALT
24.10'
24.26'
23.94'EXISTING ASPHALT
15.10'
BIKE
PARKING
9'X16'
9'X20'
9'X16'
5' SIDEWALK
8'
S
I
D
E
W
A
L
K
5' SIDEWALK
DUMPSTER W/ENCLOSURE
BLDG 1
BLDG 2
FF=4865.80
FF=4867.00
9'X16'
9'X16'
OPEN SPACE
OPEN SPACE OPEN SPACE
OPEN SPACE
OPEN SPACE
SNOW STORAGE
SN
O
W
S
T
O
R
A
G
E
SNOW STORAGE
SNOW
STORAGE
SNOW
STORAGE
SNOW
STORAGE
OPEN
SPACE
OP
E
N
S
P
A
C
E
OPEN
SPACE
SNOW
STORAGE
OPEN SPACE
SNOW
STORAGE
TOP
O
F
W
A
L
L
6
5
.
8
0
±
GRA
T
E
=
6
5
.
3
0
,
N
I
N
V
=
6
2
.
3
0
,
S IN
V
=
6
1
.
3
0
24.00'
4
'
'
S
S
)
4
'
'
S
S
)
4
'
'
S
S
)
4
'
'
S
S
)
4
'
'
S
S
)
4
'
'
S
S
)
4
'
'
S
S
)
4
'
'
S
S
)
4
'
'
S
S
)
4
'
'
S
S
)
12.64'
15.02'
8.00'
4.61'
8.00'
8.00'
0.06'
8.00'
4.55'
10.03'
EXISTING CL CB
GRATE=4863.178
S INV=4861.18
INSTALL 1 ROW OF
5 STORM TECH
SC-740 STORM
CHAMBERS
TOP:61.30
EXISING 5 ROWS OF
10 STORM TECH
SC-740 STORM
CHAMBERS
DRAINAGE SWALE
EX T
B
W
6
9
.
8
7
W E
S
N
SCALE: 1" = 20.0'
20'0 20'
AG
L
E
R
O
C
K
N
G
I
N
E
E
R
I
N
G
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
PR
O
J
E
C
T
N
O
.
AP
P
R
O
V
E
D
B
Y
:
CA
D
N
A
M
E
:
RE
V
I
S
I
O
N
:
DA
T
E
:
SC
A
L
E
:
KU
R
T
R
O
L
A
N
D
16
1
4
3
B.
M
c
K
A
Y
A
N
D
E
R
S
E
N
RO
O
S
T
S
O
U
T
H
B
L
D
G
S
I
T
E
.
D
W
G
AU
G
U
S
T
1
8
,
2
0
1
7
NA
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
1 2 3 4 5 6
TH
E
R
O
O
S
T
S
O
U
T
H
B
L
D
G
S
I
T
E
NE
W
P
L
A
N
'
P
A
R
K
I
N
G
SH
E
E
T
N
O
.
1 C-
1
SH
E
E
T
N
A
M
E
AT
T
E
N
T
I
O
N
Th
i
s
d
o
c
u
m
e
n
t
o
r
a
n
y
p
a
r
t
th
e
r
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f
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t
a
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i
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co
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c
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p
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e
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o
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r
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n
d
sh
a
l
l
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o
t
b
e
c
o
p
i
e
d
i
n
a
n
y
fo
r
m
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
au
t
h
o
r
i
z
a
t
i
o
n
o
f
E
a
g
l
e
R
o
c
k
En
g
i
n
e
e
r
i
n
g
.
JU
L
I
E
L
E
H
M
A
N
N
E
TOTAL AREA: 55,811 SF
OPEN SPACE: 12,066 SF = 21.6%
NON PERMEABLE : 43811 SF = 78.4%
STORM POND CALCULATIONS:
1
3
2
9
3
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
A
P
P
R
O
V
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N