HomeMy WebLinkAboutCorrespondenceINDEX
ARCHITECURAL
A100 COVER SHEET
A101 MAIN LEVEL FLOOR PLAN
A201 SECOND LEVEL FLOOR PLAN
A301 BASEMENT PLAN
A401 ROOF FRAMING PLAN
A501 ELEVATIONS
A502 ELEVATIONS
REVISION:
CLIENT APPROVAL:
4)
3)
2)
1)
SHEET TITLE:
Cover Sheet
JOB NO:
Project
Number
SHEET NO:
A100
DATE:
11-22-24
FO
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1
8
Ow
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s
s
h
e
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THE ZUZU - LOT 18
"TURRET"
DW
DI
N
I
N
G
13
'
-
6
"
x
1
0
'
-
0
"
PA
T
I
O
16
'
-
0
"
x
1
0
'
-
0
"
MA
S
T
E
R
BE
D
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O
O
M
17
'
-
0
"
x
1
3
'
-
0
"
KI
T
C
H
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15
'
-
0
x
1
5
'
0
LI
V
I
N
G
16
'
-
7
"
x
1
4
'
-
5
"
DE
N
12
'
-
0
"
x
1
0
'
-
8
"
FO
Y
E
R
14
'
-
2
"
x
1
4
'
-
2
"
TA
N
D
E
M
10
'
-
0
"
x
1
8
'
-
0
"
MU
D
8'
-
1
1
"
x
5
'
-
0
"
PA
N
T
R
Y
5'
-
0
"
x
6
'
-
9
"
GA
R
A
G
E
20
'
-
0
"
x
2
0
'
-
0
"
BA
T
H
R
O
O
M
9'
-
3
"
x
9
'
-
0
"
WI
C
6'
-
0
"
x
4
'
-
6
"
PO
W
D
E
R
5'
-
5
"
x
5
'
-
9
"
LA
U
N
D
R
Y
8'
-
4
"
x
6
'
-
0
"
MA
S
T
E
R
B
A
T
H
12
'
-
1
1
"
x
1
1
'
-
0
"
MA
S
T
E
R
C
L
O
S
E
T
12
'
-
1
1
"
x
6
'
-
6
"
BE
D
R
O
O
M
12
'
-
0
"
x
1
4
'
-
6
"
(3
)
3
-
0
6
-
0
C
A
S
E
M
E
N
T
@
8
'
-
0
"
M
U
L
L
E
D
(2
)
3
-
0
6
-
0
C
A
S
E
M
E
N
T
@
8
'
-
0
"
M
U
L
L
E
D
(2
)
3
-
0
6
-
0
C
A
S
E
M
E
N
T
@
8
'
-
0
"
M
U
L
L
E
D
BRICK WAINSCOT (TYP.)
BR
I
C
K
WA
I
N
S
C
O
T
(T
Y
P
.
)
BR
I
C
K
WA
I
N
S
C
O
T
(
T
Y
P
.
)
BRICK WAINSCOT (TYP.)
3-0 6-0
CASEMENT
@ 8'-0"
60/80 SGD
30/80 FRDR
3-0 6-0
CASEMENT @
8'-0"
3-0 6-0
CASEMENT
@ 8'-0"
30/80
28/80
28/80 28/80
28/80
(2)20/80
30/80
28
/
8
0
28
/
8
0
28
/
8
0
30
/
8
0
28
/
8
0
36/80
30
8
0
40
8
0
(2)3-0 6-0
CASEMENT @ 8'-0"
MULLED
(2
)
3
-
0
6
-
0
C
A
S
E
M
E
N
T
@
8
'
-
0
"
M
U
L
L
E
D
3-0 6-0 CASEMENT
@ 8'-0"
20
'
-
0
C
L
G
.
(2
)
3
-
0
6
-
0
C
A
S
E
M
E
N
T
@
8
'
-
0
"
M
U
L
L
E
D
7'
-
8
"
6'
-
8
"
16
'
-
0
"
9'
-
0
"
9'
-
0
"
14
'
-
4
"
18
'
-
0
"
48
'
-
4
"
9'-8"
27'-5 1/2"
18'-0"20'-6 1/2"
10
'
-
6
1
/
2
"
3'-8 1/4"6'-4 3/4"4'-0 3/4"8'-1 1/2"2'-11 1/2"2'-5 1/2"3'-8 1/4"
3-0 6-0
CASEMENT
@ 8'-0"
13'-6 1/2"10'-5 1/2"7'-2"
42'-4 1/4"4"
4"
4"
49
'
-
0
"
28/80
8'
-
0
"
8'
-
0
"
6'
-
1
1
/
2
"
7'
-
2
1
/
2
"
13
'
-
4
"
3'-0"4'-8 1/2"
5'
-
2
"
6'
-
5
"
7'
-
1
1
1
/
4
"
14
'
-
1
1
/
4
"
2'-1 3/4"4'-2 3/4"7'-11 1/4"4'-8"
5'
-
2
"
11
"
3'
-
3
3
/
4
"
4'
-
9
3
/
4
"
2'
-
1
3
/
4
"
3'
-
6
3
/
4
"
3'
-
7
1
/
2
"
11
'
-
0
"
5'-9 3/4"1'-7"4'-9 1/4"
1'
-
7
"
4'
-
1
1
/
2
"
2'-9"
3'
-
9
"
4'
-
1
0
1
/
2
"
4'-9"5'-8 1/2"
2'-9 3/4"4'-0"8"3'-7"8"4'-4 1/4"
6'-11 1/4"
9"
4'-5 3/4"
6 1/4"
1'-5"
3'
-
4
"
3'-5 1/2"5'-3 1/4"
5'-9 1/4"
4'-0 1/4"5'-4 1/4"
10 3/4"
4'-6 1/2"
3'
-
1
0
"
4'
-
6
1
/
2
"
1'
-
0
1
/
4
"
4'
-
6
1
/
2
"
5'
-
9
3
/
4
"
4'
-
1
0
"
30/80
4"
24
"
H
I
G
H
SE
A
T
9'-0" CLG.
2'-1 1/2"7'-4 1/2"1'-8"31'-2"
3'
-
9
"
DIRECT VENT
FIREPLACE
1'-7 3/4"
2'-4 1/2"
W
D
2'
-
4
"
2'-11 1/2"4'-7"
3'-4 1/2"4'-1"
12
"
9'
-
9
1
/
2
"
10
'
-
6
"
6'
-
1
1
3
/
4
"
3'
-
9
1
/
2
"
UP
DOWN
3'-4 1/2"
1'-10"
1'
-
3
"
2-
8
5
-
0
CA
S
E
M
E
N
T
@
7
'
-
0
"
16
0
/
7
0
G
A
R
A
G
E
D
O
O
R
6'-9"
(2
)
3
-
0
6
-
0
C
A
S
E
M
E
N
T
@
8
'
-
0
"
M
U
L
L
E
D
24
"
H
I
G
H
SE
A
T
2'
-
0
"
16
'
-
0
"
2'
-
7
"
4'
-
8
"
5'
-
0
"
3'
-
8
1
/
4
"
3'
-
8
1
/
4
"
20
'
-
7
"
9'
-
8
"
7'
-
4
1
/
2
"
5'
-
1
"
48
'
-
4
"
25'-0"
38'-6 1/2"
66'-0"4'-10"12"
71'-10"
14'-0"15'-5 3/4"
71'-10"
12"
72'-6"
4"
49
'
-
0
"
72'-6"
2'
-
9
3
/
4
"
2'
-
9
3
/
4
"
6'
-
2
"
1'
-
1
1
1
/
4
"
4"
4"
4"
4'-6 3/4"
4'
-
6
3
/
4
"
2'-6 1/2"2'-10"
11
'
-
1
0
"
8"3'-4 3/4"
8"
3'
-
7
"
PO
R
C
H
6'
-
0
"
x
1
2
'
-
0
"
3'-9 3/4"8"4'-1 3/4"5'-4 1/2"
4'
-
0
"
8"
4'
-
1
3
/
4
"
8"
4'-6
1
/
4
"
8"
REVISION:
CLIENT APPROVAL:
4)
3)
2)
1)
SHEET TITLE:
First Floor Plan
JOB NO:
Project
Number
SHEET NO:
A101
DATE:
11-22-24
FO
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I
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A
N
Y
O
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L
A
Y
T
H
A
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T
H
A
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W
H
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C
H
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A
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E
A
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Y
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A
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,
W
H
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H
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1
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3
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TH
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-
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8
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1/4" = 1'-0"1 FIRST FLOOR PLAN
AREA CALCULATIONS
BASEMENT AREA
FIRST FLOOR AREA
SECOND FLOOR AREA
2,323 SQ. FT.
TOTAL POTENTIAL AREA
795 SQ. FT.
1,345 SQ. FT.
4,463 SQ. FT.
DOWN
OP
E
N
T
O
BE
L
O
W
GA
M
E
R
O
O
M
16
'
-
0
"
x
1
2
'
-
1
"
(3
)
2
-
8
5
-
6
C
A
S
E
M
E
N
T
@
7
'
-
6
"
M
U
L
L
E
D
4-0 4-0 FX
@ 7'-0"
4-
0
4
-
0
F
X
@
7
'
-
0
"
4-
0
4
-
0
F
X
@
7
'
-
0
"
28/80
28
/
8
0
30/80
(2)2-8 5-6 CASEMENT
@ 7'-6" MULLED
BE
D
R
O
O
M
10
'
-
7
"
x
1
3
'
-
7
"
28/80
WI
C
4'
-
2
"
x
5
'
-
6
"
BA
T
H
R
O
O
M
6'
-
0
"
x
7
'
-
1
1
"
28/80
6'-8" PLATE
6'-8" PLATE
6'-8" PLATE
8:12
SLOPE
8:
1
2
SL
O
P
E
8:
1
2
SL
O
P
E
8:12
SLOPE
8:12
SLOPE
8'
-
5
1
/
2
"
8'
-
5
1
/
2
"
16
'
-
1
1
"
10
'
-
1
0
1
/
2
"
5'
-
2
"
32
'
-
1
1
1
/
2
"
3'
-
0
"
7'-3 1/2"7'-3 1/2"
12'-4 3/4"14'-6 3/4"7'-7"7'-11"1'-8 3/4"
3'-0"44'-2 1/4"
2'-8 3/4"2'-8 3/4"
23'-6"5'-7 1/2"4'-9 3/4"5'-5 1/2"4'-9 3/4"
3'-0"44'-2 1/4"
2'
-
9
"
2'
-
9
"
4'
-
9
3
/
4
"
5'
-
6
"
1'
-
8
3
/
4
"
13
'
-
4
3
/
4
"
7'
-
6
1
/
2
"
3'
-
0
"
32
'
-
1
1
1
/
2
"
4'
-
1
0
1
/
4
"
2'
-
2
1
/
4
"
5'
-
3
1
/
2
"
11'-2"1'-8 3/4"6'-1"6'-5 1/2"2'-10"1'-7 3/4"12'-1 1/4"
1'
-
6
1
/
2
"
1'
-
5
1
/
2
"
5'
-
3
1
/
2
"
2'-6"
4'
-
1
1
1
/
2
"
4'-6 1/4"6'-1"
8'-6"3'-6"5'-11 1/4"4'-6"
4'
-
1
1
1
/
4
"
REVISION:
CLIENT APPROVAL:
4)
3)
2)
1)
SHEET TITLE:
First Floor Plan
JOB NO:
Project
Number
SHEET NO:
A201
DATE:
11-22-24
FO
R
N
O
O
T
H
E
R
F
O
U
N
D
A
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I
O
N
C
A
N
A
N
Y
O
N
E
L
A
Y
T
H
A
N
T
H
A
T
W
H
I
C
H
I
S
A
L
R
E
A
D
Y
L
A
I
D
,
W
H
I
C
H
I
S
J
E
S
U
S
C
H
R
I
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T
.
1
C
O
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I
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H
I
A
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3
:
1
1
TH
E
Z
U
Z
U
-
L
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1
8
Ow
n
e
r
En
t
e
r
a
d
d
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s
s
h
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1/4" = 1'-0"1 SECOND FLOOR PLAN
AREA CALCULATIONS
SECOND FLOOR AREA 795 SQ. FT.
BO
N
U
S
16
'
-
8
"
x
1
7
'
-
8
"
4-0 4-0 HS
@ 7'-0"
UP
28/80
28
/
8
0
ME
C
H
A
N
I
C
A
L
10
'
-
0
"
x
1
0
'
-
0
"
28/80
BA
T
H
R
O
O
M
9'
-
0
"
x
8
'
-
1
0
"
BE
D
R
O
O
M
11
'
-
1
0
"
x
1
0
'
-
6
"
(2
)
4
-
0
4
-
0
HS
@
7
'
-
0
"
4-0 4-0 HS
@ 7'-0"
(2
)
4
-
0
4
-
0
HS
@
7
'
-
0
"
GA
M
E
R
O
O
M
16
'
-
8
"
x
1
8
'
-
7
"
28
/
8
0
28
/
8
0
9'
-
0
"
9'
-
0
"
18
'
-
0
"
16
'
-
8
"
38
'
-
0
"
3'
-
4
"
3'-4"13'-3 1/2"25'-8 3/4"
42'-4 1/4"4'-4 1/2"
46'-8 3/4"
6'
-
7
1
/
4
"
5'
-
9
"
12
'
-
4
1
/
4
"
4'
-
4
1
/
2
"
6'
-
8
1
/
2
"
1'
-
0
3
/
4
"
13
'
-
6
1
/
4
"
38
'
-
0
"
9'-0"18'-0"18'-8"
1'-0 3/4"
4'-3 1/2"14'-0"18'-4 1/2"
7'
-
7
3
/
4
"
4'
-
2
"
5'
-
0
"
1'
-
3
1
/
2
"
2'
-
1
0
1
/
2
"
13
'
-
9
1
/
2
"
19'-3 1/2"2'-10 1/2"
8 1/2"4 1/2"
3'-2 1/2"4'-2"10'-9 1/4"
5
1
/
2
"
2'-11 1/2"
2'-8"2'-8"
5
1
/
2
"
2'-10 1/4"
3'
-
1
1
/
4
"
5'
-
1
1
/
2
"
2'
-
5
1
/
4
"
1'
-
2
"
11'-2 1/4"2'-7"9'-3 1/2"
4'
-
0
"
6'
-
1
1
3
/
4
"
REVISION:
CLIENT APPROVAL:
4)
3)
2)
1)
SHEET TITLE:
Basement Plan
JOB NO:
Project
Number
SHEET NO:
A301
DATE:
11-22-24
FO
R
N
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F
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D
A
T
I
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C
A
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A
N
Y
O
N
E
L
A
Y
T
H
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H
A
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W
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A
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A
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L
A
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,
W
H
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H
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J
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C
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T
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1
C
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H
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3
:
1
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1/4" = 1'-0"1 BASEMENT PLAN
AREA CALCULATIONS
BASEMENT AREA 1,345 SQ. FT.
1'
-
6
"
1'
-
6
"
1'-6"
1'-6"
1'-6"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'-6"
1'
-
6
"
8:
1
2
SL
O
P
E
8:
1
2
SL
O
P
E
8:
1
2
SL
O
P
E
8:12
SLOPE
8:12
SLOPE
8:
1
2
SL
O
P
E
8:12
SLOPE
8:12
SLOPE
8:12
SLOPE
8:12
SLOPE
8:
1
2
SL
O
P
E
8:12
SLOPE
8:12
SLOPE
8:
1
2
SL
O
P
E
1'-6"
1'
-
6
"
8:12
SLOPE
8:
1
2
SL
O
P
E
8:12
SLOPE
8:
1
2
SL
O
P
E
1'-6"
8:
1
2
SL
O
P
E
8:
1
2
SL
O
P
E
1'-6"
12"
4:
1
2
SL
O
P
E
1'
-
6
"
4:12
SLOPE
4:
1
2
SL
O
P
E
1'
-
6
"
REVISION:
CLIENT APPROVAL:
4)
3)
2)
1)
SHEET TITLE:
Roof Framing Plan
JOB NO:
Project
Number
SHEET NO:
A401
DATE:
11-22-24
FO
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1/4" = 1'-0"1 ROOF FRAMING PLAN
3'
-
0
"
16
"
20-8 1/4"
Plate Height
20'-8 1/4"
Plate Height
20-8 1/4"
Plate Height
20'-8 1/4"
Plate Height
Elevation (0'-0")
Finish Floor
Elevation (0'-0")
Finish Floor
BRICK SOLDIER
PROJ. 1"), TYP.
BRICK (TYP.)
3'
-
0
"
4" FRIEZE (TYP.)
6" FASCIA (TYP.)
8
12
8
12
8
12
8:12 SLOPE
METAL ROOF
8:12 SLOPE
METAL ROOF
DORMER (SEE
DTL.)
3'
-
0
"
BRICK
WAINSCOT
(TYP.)
SLOPED BRICK SILL
(PROJ. 1"), TYP.
BRICK SOLDIER
(PROJ. 1"), TYP.
BOARD &
BATTEN
SIDING W/ 4"
TRIM (TYP.)
4" FRIEZE
(TYP.)
6" FASCIA
(TYP.)
8
12
8
12
Elevation (0'-0")
Finish Floor
Elevation (0'-0")
Finish Floor
10'-1 1/8"
Plate Height
10'-1 1/8"
Plate Height
10
'
-
0
"
8/12
8/12
8/12
8/12
11'-1 1/8"
Plate Height
7-1 1/8"
Plate Height
10'-1 1/8"
Plate Height
10-1 1/8"
Plate Height
8/12
11-8 1/4"
Second Floor
11'-8 1/4"
Second Floor
18-4 1/4"
Plate Height
18'-4 1/4"
Plate Height
18-4 1/4"
Plate Height
8/12
8/12
8
12
8/12
8" TRIM
8/12
14-8 1/2"
Plate Height
14-8 1/2"
Plate Height
4" FRIEZE (TYP.)
6" FASCIA (TYP.)
(3)2-0 2-0 FXDL
MULLED (BLACK
GLASS)
BOARD & BATTEN
SIDING8
12
8
12
BOARD &
BATTEN
SIDING W/ 4"
TRIM (TYP.)
1'-0"7'-2"1'-0"
1'-9"1'-9"
6" TRIM (TYP.)
REVISION:
CLIENT APPROVAL:
4)
3)
2)
1)
SHEET TITLE:
Elevations
JOB NO:
Project
Number
SHEET NO:
A501
DATE:
11-22-24
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1/4" = 1'-0"2 EAST ELEVATION
1/4" = 1'-0"1 WEST ELEVATION
1/2" = 1'-0"3 DORMER DETAIL
3'
-
0
"
16
"
16
"
2'-0"
16
"
3'
-
0
"
20'-8 1/4"
Plate Height
20'-8 1/4"
Plate Height
20'-8 1/4"
Plate Height
20'-8 1/4"
Plate Height
Elevation (0'-0")
Finish Floor
BRICK SOLDIER
(PROJ. 1"), TYP.
BRICK (TYP.)
4" FRIEZE (TYP.)
6" FASCIA (TYP.)
Elevation (0'-0")
Finish Floor
10'-1 1/8"
Plate Height
11
'
-
8
"
BRICK
WAINSCOT
(TYP.)
BRICK
SOLDIER,
PROJ. 1"
(TYP.)
8
12
8
12
10'-1 1/8"
Plate Height
8
12
16
"
16"
8
12
Elevation (0'-0")
Finish Floor
Elevation (0'-0")
Finish Floor
10'-1 1/8"
Plate Height
12-1 1/8"
Plate Height
10'-1 1/8"
Plate Height
12'-1 1/8"
Plate Height
4" FRIEZE (TYP.)
6" FASCIA (TYP.)
BOARD &
BATTEN SIDING
W/ 4" TRIM (TYP.)
BRICK
WAINSCOT
(TYP.)
BRICK
SOLDIER
(PROJ. 1"),
TYP.
8/12
8/12
8/12
8/12
8/12
11'-1 1/8"
Plate Height
7'-1 1/8"
Plate Height
18'-4 1/4"
Plate Height
18'-4 1/4"
Plate Height
18'-4 1/4"
Plate Height
8" TRIM
8/12
8/12
8
12
8
12
8
12
8
12
FLAT PANEL W/
1x6 SURROUND
(TYP.)
4/12
6" TRIM (TYP.)
6" TRIM (TYP.)
8'
-
6
"
REVISION:
CLIENT APPROVAL:
4)
3)
2)
1)
SHEET TITLE:
Elevations
JOB NO:
Project
Number
SHEET NO:
A502
DATE:
11-22-24
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1/4" = 1'-0"2 NORTH ELEVATION
1/4" = 1'-0"1 SOUTH ELEVATION
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DWN BY:
CHKD. BY:REVISIONSDATE:619 N. PENNSYLVANIA STREETINDIANAPOLIS, INDIANA 46204Ph: +1.317.423.0690info@williamscreek.net
WILLIAMS CREEKCONSULTINGa V3 CompanyKnow what's below.
before you dig. Call
R
N
OPEN SPACE EXHIBITL1.1
5 5PITTMAN PARTNERS11711 NORTH PENNSYLVANIA AVENUE, SUITE 260CARMEL, INDIANA, 46032UNIVERSITY HIGH SCHOOL116TH STREET & TOWNE ROADCARMEL, INDIANA, 4604418186
EEK
JOR
1"=100'
06/22/18
NATURAL OPEN SPACE - TREE PRESERVATION
DESIGNED OPEN SPACE
OPEN SPACE SUMMARY
SITE ACREAGE 35.7 ACRES
(EXCLUDES PROP. TOWNE RD. R/W)
ZONING DISTRICT S1 - RS (Residential Subdivision)
MIN. OPEN SPACE REQUIRED
(SOSR)8.9 ACRES (25% of 35.7 ACRES)
REQUIRED OPEN SPACE (7.19.E)
1. PUBLIC WELLHEAD N/A
2. FEMA/IDNR FLOODPLAIN N/A
3. WETLANDS 1.5 ACRES (SUBTRACT FROM OSP)
4. WHITE RIVER GREENWAY N/A
5. WOODLAND/TREE
PRESERVATION
2.3 ACRES (60% of 4.0 ACRES
WOODLAND)
ADDITIONAL OPEN SPACE (7.19.G)
1. MAN-MADE WATER FEATURES
N/A
2. MAN-MADE DRY DETENTION
FACILITY 5.1 ACRES
3. REQUIRED PERIMETER
LANDSCAPING
0.06 ACRES (50% of 0.12 ACRES
PERIMETER LA)
4. RECREATION FACILITIES
a. PASSIVE RECREATION N/A
b. ACTIVE RECREATION N/A
c. MEETING FACILITY N/A
5. COMMUNITY GARDENS N/A
6. ALTERNATIVE ENERGY N/A
7. SPECIAL OPPORTUNITY
CORRIDORS
a. BUCKEYE PARTNERS PIPELINE 0.6 ACRES (50% of 1.2 ACRES
PERIMETER PIPELINE)
ADDITIONAL NATURAL OPEN
SPACE
4.2 ACRES
ADDITIONAL DESIGNED OPEN
SPACE
0.5 ACRES
AGRICULTURAL OPEN SPACE N/A
TOTAL OPEN SPACE PROVIDED
(OSP)
12.7 ACRES (36% of 35.7 ACRES)
EXISTING WETLAND
TREE PRESERVATION FENCE
GAS PIPELINE EASEMENT
NATURAL OPEN SPACE - PRAIRIE GRASS 09/21/2018PRIMARY PLAT REVISIONS 1
L
5U`L�_.03 0FFIC
7Centon C. Ward, L.Elyl
Surveyor of Mamilton County
Phone (3 r7) 7764495
Fax (37)776-9629
)/ - ,,
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Suite z88
One 91amilton County Square
7Yoblendle, Indiana 46o6o-223o
3/24/2021
WEIHE Engineering
RE: Bedford Falls Conceptual Plan
We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on March
24, 2021, for this project and have the following comments:
1. The project falls in the incorporated area and MS4 jurisdiction of the City of Carmel.
2. The proposed project DOES NOT fall in a Carmel Wellhead Protection Zone.
3. The proposed project falls in the Williams Creek Regulated Drain Watershed.
4. The surrounding subdivisions currently have flood routes flowing onto this property from the
west. Flood protection measures for this project must take this into account.
5. Any farm tiles found during construction must be either removed or connected to the proposed
stormwater infrastructure. Any tiles which run offsite of the project must be connected to the
proposed infrastructure to prevent flooding of surrounding properties.
6. This project's drainage system is to be county regulated and will require the following procedural
items: Petition for regulated drain subdivision, engineer's estimate, and all associated bonds for
120% of construction cost.
7. If the landscaping plan is to include street trees, the Surveyor's Office will not be incorporating
the curbside sub -surface drains into our regulated system. Maintenance of these drains will be the
responsibility of the city of Carmel or Bedford Falls HOA.
8. I have uploaded the drainage calculations for the Centennial South subdivision which is directly
upstream of the proposed subdivision.
9. Please note, additional comments may be warranted at a later date.
Should you have any questions, I can be reached at Samuel.dark@hamiltoncounty.in.gov
Sincerely,
j
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i
Sam Clark
Plan Reviewer