C
h
a
y
s
e
S
t S
W
C
h
a
y
s
e
S
t
S
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W
e
s
t
r
i
d
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e
S
t
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C
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k
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D
r
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k
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D
r
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C
r
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e
k
s
i
d
e
D
r
S
W
2ND ST NW (NE 78TH AVE)
1
8
100
BM502
NE 78TH AVENUE
Asphalt
A
s
p
h
a
lt T
r
a
il
A
s
p
h
a
lt T
r
a
il
9
3
3
9
4
0
9
3
0
9
3
0
9
3
5
9
3
3
9
3
49
3
6
9
3
79
3
8
9
4
0
9
4
2
9
4
3
9
4
5
9
4
1
9
4
2
9
4
3
9
4
4
9
4
6
9
4
5
9
4
1
9
4
2
9
4
3
9
4
4
9
4
5
9
4
2
9
4
3
9
4
4
9
4
6
9
5
0
9
4
9
9
4
8
947
9
4
9
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4
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9
4
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4
6
9
4
5
9
4
4
9
4
2
9
4
2
9
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1
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1
9
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3
9
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4
9
5
5
9
5
6
9
5
7
9
5
8
9
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9
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6
0
9
6
1
9
5
5
960
9
5
1
9
5
2
9
5
3
9
5
4
9
5
6
957
958
959
961
9
6
2
9
6
5
963
9
6
4
9
6
0
9
6
1
9
6
2
9
6
3
9
6
4
960
9
6
1
9
6
2
9
6
3
960
957
958
959
961
9
6
2
9
5
3
9
5
3
9
5
3
9
5
3
9
5
4
9
5
4
952
9
5
3
9
5
4
951
9
5
2
9
5
3
950
9
5
1
9
5
2
9
5
6
9
5
7
9
5
5
9
5
2
9
5
3
9
5
4
9
5
6
9
5
0
9
4
9
9
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1
9
5
2
9
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3
9
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4
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9
4
8
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1
9
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5
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9
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9
6
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9
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958
9
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1
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2
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9
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9
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5
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1
9
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9
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3
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3
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9
9
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9
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1
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0
9
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950
946
947
948
949
951
945
9
5
0
9
4
6
9
4
7
9
4
8
9
4
9
9
4
7
9
4
8
9
4
9
9
4
9
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1
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2
9
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9
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9
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5
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9
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1
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5
2
9
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3
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3
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4
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9
4
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4
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0
951
952
9
5
3
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0
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1
951
950
9
5
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9
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0
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4
9
948
9
4
7
9
4
7
949
948
9
4
6
9
4
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9
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0
9
4
9
9
4
8
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9
948
9
4
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9
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9
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9
3
8
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3
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3
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3
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9
2
5
9
2
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3
0
9
3
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9
3
7
9
3
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0
9
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4
6
9
4
5
9
4
09
3
8
9
3
79
3
5
9
3
0
9
2
5
9
4
7
9
4
6
9
4
5
9
4
0
9
4
0
9
4
5
9
3
5
9
3
7
9
3
0
9
2
5
9
4
5
9
4
5
9
4
0
9
3
7
9
3
8
9
6
0
9
6
1
9
5
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5
2
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9
6
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9
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5
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NORMAL POOL=940.00
100YR=945.88
F
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D
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V
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L
O
P
M
E
N
T
F
U
T
U
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D
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V
E
L
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P
M
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N
T
F
U
T
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R
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D
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V
E
L
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P
M
E
N
T
F
U
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D
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L
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P
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N
T
F
U
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L
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T
F
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9
4
1
9
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4
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F
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N
T
F
U
T
U
R
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D
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V
E
L
O
P
M
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N
T
10,927 SF
8
9,730 SF
7
9,925 SF
4
9,511 SF
5
9,411 SF
6
17,638 SF
3
10,270 SF
15
10,270 SF
16
10,071 SF
44
10,071 SF
47
10,071 SF
46
10,071 SF
45
10,326 SF
17
10,125 SF
19
10,500 SF
22
10,500 SF
21
10,383 SF
20
9,592 SF
40
12,511 SF
38
9,592 SF
39
9,919 SF
43
9,450 SF
42
9,477 SF
41
13,387 SF
54
10,466 SF
25
13,579 SF
23
10,702 SF
24
16,857 SF
2
12,385 SF
9
14,049 SF
10
10,125 SF
11
10,125 SF
12
10,125 SF
13
10,248 SF
14
9,450 SF
51
9,450 SF
50
9,450 SF
49
9,742 SF
48
10,344 SF
53
9,450 SF
52
16,727 SF
55
11,817 SF
27
10,466 SF
26
15,091 SF
31
11,753 SF
1
12,624 SF
32
OUTLOT W
145,712 SF
3.35 AC
11,488 SF
33
10,500 SF
35
OUTLOT V
29,032 SF
0.67 AC
10,500 SF
36
OUTLOT R
1,779,548 SF
40.85 AC
9,800 SF
37
15,307 SF
29
17,976 SF
30
10,500 SF
34
10,126 SF
18
OUTLOT X
153,303 SF
3.52 AC
OUTLOT T
155,534 SF
3.57 AC
6
0
.
0
'
6
0
.
0
'
6
0
.0
'
6
0
.
0
'
6
0
.
0
'
3
0
'
B
.
S
.
L
3
0
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.S
.L
3
0
' B
.S
.L
3
0
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B
.
S
.
L
3
0
'
B
.
S
.
L
3
0
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B
.
S
.
L
3
0
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B
.
S
.
L
3
0
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.
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.
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3
0
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7
5
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G
a
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a
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m
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t
15' Sanitary Sewer Easement
9
3
'
N
o
r
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n
N
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t
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a
l
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a
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3
0
' B
.S
.L
3
0
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.S
.L
3
0
'
B
.
S
.
L
20' Drainage & Storm Sewer Easement
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
D
r
a
i
n
a
g
e
&
S
t
o
r
m
S
e
w
e
r
E
a
s
e
m
e
n
t
20' Public Utility, Drainage, & Storm Sewer Easement
Drainage, & Storm Sewer Easement
C
H
A
Y
S
E
S
T
S
W
L
A
N
D
O
N
D
R
N
W
Q
U
A
IL
R
U
N
P
L
A
T
2
1ST ST NW
ELIZABETH LN NW
LA
ND
ON
D
R N
W
ALPHA ST NW
Q
U
A
IL
R
U
N
P
L
A
T
1
30' Sanitary Sewer Easement
10' P.U.E.
10' P.U.E.
15' Drainage & Storm Sewer Easement
15' Drainage & Storm Sewer Easement
15' Storm Sewer Easement
STREET LOT B
3,475 SF
0.08 AC
STREET LOT C
5,163 SF
0.12 AC
30' B.S.L
30' B.S.L
30' B.S.L
15' Drainage & Storm Sewer
Easement
3
0
'
B
.
S
.
L
MPE=946.80
MPE=946.80
MPE=946.80
MPE=946.80
MPE=946.80
MPE=946.80
MPE=946.80
MPE=946.80
MPE=946.80
MPE=946.80
MPE=946.80
MPE=946.80
MPE=946.80
MPE=946.90
MPE=947.00
MPE=947.00
MPE=947.25
MPE=947.30
MPE=947.30
MPE=948.50
MPE=948.50
MPE=948.50
MPE=948.50
MPE=948.50
MPE=948.50
MPE=948.50
MPE=948.50
MPE=948.50
MPE=948.50
MPE=948.50
MPE=948.50
MPE=948.50
MPE=948.50
MPE=949.25
MPE=949.50
MPE=950.25
MPE=950.25
MPE=951.25
MPE=951.25
MPE=951.25
MPE=951.30
MPE=951.30
MPE=951.30
MPE=945.75
MPE=950.50
MPE=945.75
MPE=945.75
MPE=945.75
MPE=945.75
MPE=945.75
MPE=945.75
OUTLOT Z
48,875 SF
1.12 AC
24,249 SF
28
10' P.U.E
BYDATEREVISIONMARKScale:
Technician: T-R-S:
SNYDER & ASSOCIATES, INC. |
Checked By:Engineer:
Date:
1" =
Project No: Sheet
Project No:
Sheet
2727 S.W. SNYDER BLVD
ANKENY, IOWA 50023
515-964-2020 | www.snyder-associates.com
EDC
JWM
KMM
08-28-20
50
119.0971.01A
C100
11
9.0
97
1.0
1A
C1
00
QUAIL RUN PLAT 3
GRADING & EROSION CONTROL PLAN EXHIBIT
BONDURANT, IOWA
REVISED AS PER CITY COMMENTS
REVISED AS PER CITY COMMENTS
REVISED LOT LAYOUT
10-19-20
12-01-20
4-15-21
JWM
JWM
JWM
1
2
3
TTN-RRW-SS
V:\Projects\2019\119.0971.01A\CADD\CD_1190971_GRDG_EXH.dwg JEREMY W MCCORMICK, GRADING-SE, 2021/04/16, 7:51 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)
FEET
0100
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