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d
r
a
i
n
s
G
e
o
t
e
x
t
i
l
e
f
o
r
U
n
d
e
r
d
r
a
i
n
s
O
u
t
l
e
t
P
i
p
e
R
e
q
u
i
r
e
d
Median Left
Ty
p
e
4
P
i
p
e
Outside Right
S
t
r
u
c
t
u
r
e
I
n
v
e
r
t
E
l
e
v
a
t
i
o
n
O
u
t
l
e
t
S
t
a
t
i
o
n
1
5
0
m
m
O
u
t
l
e
t
P
i
p
e
4
5
D
e
g
r
e
e
E
l
b
o
w
s
R
e
q
u
i
r
e
d
(
1
o
r
2
)
Outlet Protector Type Outlet Protector No. ___
O
u
t
l
e
t
E
l
e
v
a
t
i
o
n
Median Right Connect Outlet Pipe to Structure No. ___Remarks
OU
T
L
E
T
P
I
P
E
LocationOUTLET PROTECTORS HMA for Underdrains Ditch Flow Line Elevation at Outlet Protector Structure Invert Elevation Outside Left
UN
D
E
R
D
R
A
I
N
P
I
P
E
F
l
o
w
L
i
n
e
E
l
e
v
a
t
i
o
n
@
U
n
d
e
r
d
r
a
i
n
P
i
p
e
L
i
m
i
t
15
0
.
0
1
6
8
16
8
1
3
21
6
.
0
2
4
2
1
9
27
3
2
1
FEDERAL ROAD REGION NO STATE
P
R
O
J
E
C
T
N
O
F
I
S
C
A
L
Y
E
A
R
S
H
E
E
T
N
O
T
O
T
A
L
S
H
E
E
T
5
I
N
D
C
P
R
O
J
0
5
-
0
1
4
2
8
5
U
N
D
E
R
D
R
A
I
N
T
A
B
L
E
4
i
n
6
i
n
(f
t
)
(
f
t
)
(
s
y
s
)
(
c
y
s
)
(
T
o
n
)
%
(Y
/
N
)
(f
t
)
(CY)
(
T
o
n
)
Li
n
e
"
A
"
26
4
+
7
2
86
1
.
5
1
N
26
6
+
9
0
86
0
.
8
0
N
1
8
5
8
5
9
.
2
7
26
6
+
9
0
86
0
.
0
8
N
1
8
5
8
5
9
.
2
7
26
8
+
8
5
85
9
.
2
3
N
1
9
8
8
5
8
.
7
3
26
8
+
8
5
85
9
.
2
3
N
1
9
8
8
5
8
.
7
3
*Tie into existing underdrain
27
0
+
5
0
85
9
.
7
3
N
Li
n
e
"
A
"
23
0
+
6
0
85
3
.
5
7
N
*Tie into existing underdrain
23
1
+
0
0
85
3
.
7
7
N
1
1
8
8
5
3
.
0
5
23
1
+
0
0
85
3
.
7
7
N
1
1
8
8
5
3
.
0
5
23
2
+
5
0
85
4
.
6
0
N
1
2
1
8
5
3
.
8
9
23
2
+
5
0
85
4
.
6
0
N
1
2
1
8
5
3
.
8
9
23
4
+
0
0
85
5
.
5
7
N
1
2
4
8
5
4
.
8
6
23
4
+
0
0
85
5
.
5
7
N
1
2
4
8
5
4
.
8
6
23
5
+
5
0
85
6
.
5
5
N
1
2
7
8
5
5
.
8
3
23
5
+
5
0
85
6
.
5
5
N
1
2
7
8
5
5
.
8
3
23
7
+
9
4
85
7
.
8
3
N
23
7
+
9
4
85
7
.
8
3
N
24
0
+
0
0
85
6
.
7
2
N
1
3
1
8
5
6
.
2
0
24
0
+
0
0
85
6
.
7
2
N
1
3
1
8
5
6
.
2
0
24
1
+
0
5
85
6
.
7
2
N
24
1
+
9
0
85
6
.
0
8
N
24
2
+
1
6
85
5
.
5
7
N
1
3
4
8
5
5
.
0
4
24
2
+
2
1
85
5
.
5
7
N
1
3
6
8
5
5
.
0
5
24
3
+
0
0
85
5
.
7
7
N
1
3
9
8
5
5
.
2
5
24
3
+
0
0
85
5
.
7
7
N
1
3
9
8
5
5
.
2
5
24
3
+
8
5
85
6
.
5
5
N
24
4
+
5
5
85
6
.
4
6
N
24
5
+
5
0
85
5
.
5
2
N
1
4
2
8
5
5
.
0
0
24
5
+
5
0
85
5
.
5
2
N
1
4
2
8
5
5
.
0
0
24
6
+
1
5
85
5
.
2
0
N
1
4
5
8
5
4
.
6
8
24
6
+
1
5
85
5
.
2
0
N
1
4
5
8
5
4
.
6
8
24
7
+
0
0
85
5
.
0
2
N
1
4
8
8
5
4
.
5
0
24
7
+
0
0
85
5
.
0
2
N
1
4
8
8
5
4
.
5
0
24
7
+
8
0
85
5
.
1
8
N
1
5
1
8
5
4
.
6
6
24
7
+
8
0
85
5
.
1
8
N
1
5
1
8
5
4
.
6
6
24
8
+
8
0
85
5
.
6
7
N
1
5
4
8
5
5
.
1
5
24
8
+
8
0
85
5
.
6
7
N
1
5
4
8
5
5
.
1
5
24
9
+
8
0
85
6
.
2
9
N
1
5
7
8
5
5
.
7
7
24
9
+
8
0
85
6
.
2
9
N
1
5
7
8
5
5
.
7
7
25
1
+
8
0
85
8
.
4
0
N
25
1
+
8
0
85
8
.
4
0
N
25
4
+
3
0
85
5
.
3
8
N
1
6
0
8
5
4
.
8
6
25
4
+
3
0
85
5
.
3
8
N
1
6
0
8
5
4
.
8
6
25
5
+
6
0
85
4
.
0
5
N
1
6
3
8
5
3
.
5
3
25
5
+
6
0
85
4
.
0
5
N
1
6
3
8
5
3
.
5
3
25
6
+
9
0
85
3
.
3
6
N
1
6
6
8
5
2
.
8
4
25
6
+
9
0
85
3
.
3
6
N
1
6
6
8
5
2
.
8
4
25
8
+
2
0
85
2
.
7
2
N
1
6
9
8
5
2
.
2
0
R
I
G
H
T
R
I
G
H
T
11
14
6
1
1
14
6
11
28
0
2
2
25
0
.
0
14
6
17
20
0
.
0
11
2
9
10
0
.
0
22
4
9
10
0
.
0
90
7
80
.
0
11
2
95
7
85
.
0
73
6
65
.
0
10
6
8
95
.
0
95
7
85
.
0
88
7
79
.
0
29
2
26
.
0
11
8
9
10
5
.
0
21
24
4
.
0
23
1
1
8
20
6
.
0
27
3
13
15
0
.
0
16
8
1
3
15
0
.
0
16
8
16
8
1
3
15
0
.
0
40
.
3
16
5
.
0
1
4
18
5
3
45
24
4
21
8
19
5
.
0
21
8
.
0
UN
D
E
R
D
R
A
I
N
P
I
P
E
13
0
.
0
F
l
o
w
L
i
n
e
E
l
e
v
a
t
i
o
n
@
U
n
d
e
r
d
r
a
i
n
P
i
p
e
L
i
m
i
t
13
0
.
0
13
0
.
0
19 17
Median Right Connect Outlet Pipe to Structure No. ___Remarks
OU
T
L
E
T
P
I
P
E
LocationOUTLET PROTECTORS HMA for Underdrains Ditch Flow Line Elevation at Outlet Protector Structure Invert Elevation Outside Left Median Left
Ty
p
e
4
P
i
p
e
Outside Right
S
t
r
u
c
t
u
r
e
I
n
v
e
r
t
E
l
e
v
a
t
i
o
n
O
u
t
l
e
t
S
t
a
t
i
o
n
1
5
0
m
m
O
u
t
l
e
t
P
i
p
e
4
5
D
e
g
r
e
e
E
l
b
o
w
s
R
e
q
u
i
r
e
d
(
1
o
r
2
)
Outlet Protector Type Outlet Protector No. ___
O
u
t
l
e
t
E
l
e
v
a
t
i
o
n
B Borrow for Structure Backfill
U
n
d
e
r
d
r
a
i
n
P
i
p
e
L
i
m
i
t
s
C
o
n
n
e
c
t
U
n
d
e
r
d
r
a
i
n
P
i
p
e
t
o
S
t
r
u
c
t
u
r
e
N
o
.
_
_
_
S
p
e
c
i
a
l
G
r
a
d
e
H
M
A
f
o
r
U
n
d
e
r
d
r
a
i
n
s
A
g
g
r
e
g
a
t
e
f
o
r
U
n
d
e
r
d
r
a
i
n
s
G
e
o
t
e
x
t
i
l
e
f
o
r
U
n
d
e
r
d
r
a
i
n
s
O
u
t
l
e
t
P
i
p
e
R
e
q
u
i
r
e
d
0.
3
0
0
%
0.
4
3
6
%
O
u
t
l
e
t
a
t
O
u
t
l
e
t
P
r
o
t
e
c
t
o
r
N
o
.
_
_
_
0.
2
0
0
%
L
E
F
T
FEDERAL ROAD REGION NO STATE
P
R
O
J
E
C
T
N
O
F
I
S
C
A
L
Y
E
A
R
S
H
E
E
T
N
O
T
O
T
A
L
S
H
E
E
T
5
I
N
D
C
P
R
O
J
0
5
-
0
1
4
3
8
5
U
N
D
E
R
D
R
A
I
N
T
A
B
L
E
4
i
n
6
i
n
(f
t
)
(
f
t
)
(
s
y
s
)
(
c
y
s
)
(
T
o
n
)
%
(Y
/
N
)
(f
t
)
(CY)
(
T
o
n
)
Li
n
e
"
A
"
25
8
+
2
0
85
2
.
7
2
N
1
6
9
8
5
2
.
2
0
25
9
+
0
0
85
2
.
5
6
N
1
7
2
8
5
2
.
0
4
25
9
+
0
0
85
2
.
5
6
N
1
7
2
8
5
2
.
0
4
25
9
+
8
0
85
2
.
7
2
N
1
7
5
8
5
2
.
2
0
25
9
+
8
0
85
2
.
7
2
N
1
7
5
8
5
2
.
2
0
26
0
+
7
5
85
3
.
5
4
N
1
7
8
8
5
3
.
0
2
26
0
+
7
5
85
3
.
5
4
N
1
7
8
8
5
3
.
0
2
26
2
+
2
5
85
7
.
0
6
N
1
8
1
8
5
6
.
5
4
26
2
+
2
5
85
7
.
0
6
N
1
8
1
8
5
6
.
5
4
26
4
+
7
2
86
1
.
5
1
N
26
4
+
7
2
86
1
.
5
1
N
26
6
+
9
0
85
9
.
9
6
N
1
8
6
8
5
9
.
4
4
26
6
+
9
0
85
9
.
9
6
N
1
9
6
8
5
9
.
4
4
26
8
+
7
0
85
8
.
2
1
N
1
9
7
8
5
7
.
7
1
26
8
+
7
0
85
8
.
2
1
N
1
9
7
8
5
7
.
7
1
26
9
+
6
0
85
8
.
4
8
N
26
8
+
8
5
-
"
A
"
85
8
.
7
5
N
1
9
9
8
5
7
.
5
7
10
8
+
6
5
-
"
B
"
85
9
.
0
2
N
Li
n
e
"
P
R
B
"
10
1
+
9
1
85
9
.
3
6
N
E
x
i
s
t
i
n
g
8
5
8
.
8
6
10
2
+
7
4
85
9
.
6
1
N
10
2
+
7
4
85
9
.
6
1
N
10
4
+
6
0
85
8
.
7
5
N
2
0
6
8
5
8
.
2
3
10
4
+
6
0
85
8
.
7
8
N
2
0
6
8
5
8
.
2
3
10
5
+
1
2
85
8
.
9
4
N
10
1
+
9
1
85
9
.
0
8
N
E
x
i
s
t
i
n
g
8
5
8
.
5
8
10
2
+
7
4
85
9
.
7
4
N
10
2
+
7
4
85
9
.
7
4
N
10
4
+
8
0
85
9
.
3
3
N
2
0
7
8
5
8
.
8
3
10
4
+
8
0
85
9
.
3
3
N
2
0
7
8
5
8
.
8
3
10
5
+
5
0
85
9
.
4
7
N
Li
n
e
"
B
"
10
6
+
7
0
85
9
.
2
8
N
10
7
+
5
5
85
9
.
0
2
N
2
0
3
8
5
7
.
9
2
10
7
+
5
5
85
9
.
0
2
N
2
0
3
8
5
7
.
9
2
10
8
+
3
0
85
8
.
6
4
N
2
0
4
8
5
8
.
1
2
10
8
+
3
0
85
8
.
6
4
N
2
0
4
8
5
8
.
1
2
11
0
+
1
2
85
9
.
1
9
N
10
8
+
6
5
85
9
.
1
9
N
2
0
5
8
5
8
.
6
9
11
0
+
1
2
85
9
.
6
3
N
Li
n
e
"
S
-
1
-
B
"
51
+
0
6
85
9
.
1
7
N
52
+
2
6
85
8
.
8
1
N
2
1
0
8
5
8
.
2
9
52
+
2
6
85
8
.
8
1
N
2
1
0
8
5
8
.
2
9
55
+
2
5
85
9
.
7
1
N
TO
T
A
L
R
I
G
H
T
L
E
F
T
R
I
G
H
T
19 15
20
2
10
1
8
15
0
.
0
24
7
.
0
13
4
21
8
.
0
16
8
27
7
24
4
18
2
.
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Median Right Connect Outlet Pipe to Structure No. ___Remarks
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LocationOUTLET PROTECTORS HMA for Underdrains Ditch Flow Line Elevation at Outlet Protector Structure Invert Elevation Outside Left
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5
Median Right Connect Outlet Pipe to Structure No. ___Remarks
OU
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LocationOUTLET PROTECTORS HMA for Underdrains Ditch Flow Line Elevation at Outlet Protector Structure Invert Elevation Outside Left Median Left
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B Borrow for Structure Backfill
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.
8
14 8 HORIZONTAL SCALE N/A VERTICAL SCALE N/A SURVEY BOOK 45 of 85 CONTRACT
.
1
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2
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1 HORIZONTAL SCALE N/A VERTICAL SCALE N/A SURVEY BOOK 48 of 85 CONTRACT
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