Item 8 - Plans6
4
6
6
4
7
647
6
4
8
648
6
5
0
655
648
64
8
6
4
9
6
5
1
65
2
653654
6
5
0
6
5
0
6
4
9
6
4
9
6
5
0
6
4
7
648
6
4
9
651652653645
645
650
644
6
4
4
646
646
647
647
648
648
648
649651652 652653654
F
F
E
=
6
4
9
.
5
5
647
648
649
645
644
646
647
648
6
4
6
6
4
7
6
4
8
O
S
-
3
0
.
4
5
1
.
2
O
S
-
4
0
.
5
6
1
.
6
O
S
-
2
0
.
5
0
1
.
4
OS-1.20.775.5 A-1.10.725.9 A-
1
.
3
0.403
.
3
A
-
4
.
2
0
.
4
0
3
.
3
A
-
1
.
4
0
.
9
8
8
.
0
A-1.20.200.6
A
-
4
.
1
0
.
1
4
0
.
4
O
S
-
1
.
3
1
.
4
5
4
.
0
OS-1.10.120.3
A
-
2
0
.
0
1
0
.
1
A
-
3
0
.
0
3
0
.
1
DE
T
E
N
T
I
O
N
P
O
N
D
PRELIMINARY GRADING &
DRAINAGE PLAN
NORTH WHITE CHAPEL
OFFICE COMPLEX
SOUTHLAKE, TEXAS
C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.D
O
I
N
o
.
2
0
1
7
1
2
2
0
0
420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:XXXX
XXXX
XXXX
B
E
N
C
H
M
A
R
K
S
:
C
I
T
Y
B
E
N
C
H
M
A
R
K
X
X
X
E
L
E
V
A
T
I
O
N
:
X
X
X
DOI No. 201712200 - IMPROVEMENTS FOR NORTH WHITE CHAPEL OFFICE COMPLEX - WATER, SEWER, STORM DRAIN AND PAVING - SOUTHLAKE, TEXAS
C
I
T
Y
C
A
S
E
N
O
.
Z
A
1
8
-
0
0
0
3
S
.
H
.
1
1
4
N. WHITE CHAPEL
H
I
G
H
L
A
N
D
D
O
V
E
SHADY OAKS
S
I
T
E
C
-
2
0
.
5
2
0
.
2
D
R
A
I
N
A
G
E
A
R
E
A
L
A
B
E
L
Q
1
0
0
(
C
F
S
)
A
R
E
A
(
A
C
)
D
R
A
I
N
A
G
E
A
R
E
A
D
I
V
I
D
E
E
X
I
S
T
I
N
G
M
A
J
O
R
C
O
N
T
O
U
R
E
X
I
S
T
I
N
G
M
I
N
O
R
C
O
N
T
O
U
R
P
R
O
P
O
S
E
D
M
A
J
O
R
C
O
N
T
O
U
R
P
R
O
P
O
S
E
D
M
I
N
O
R
C
O
N
T
O
U
R
6
0
0
6
0
1
F
L
O
W
D
I
R
E
C
T
I
O
N
E
X
I
S
T
I
N
G
D
R
A
I
N
A
G
E
A
R
E
A
E
X
I
S
T
I
N
G
F
L
O
W
P
A
T
H
G
R
A
D
I
N
G
L
E
G
E
N
D
F
F
=
F
I
N
I
S
H
E
D
F
L
O
O
R
T
P
=
T
O
P
O
F
P
A
V
E
M
E
N
T
T
I
=
T
O
P
O
F
I
N
L
E
T
G
T
=
G
U
T
T
E
R
G
=
F
I
N
I
S
H
E
D
G
R
A
D
E
T
W
=
T
O
P
O
F
W
A
L
L
B
W
=
B
O
T
T
O
M
O
F
W
A
L
L
F
L
=
F
L
O
W
L
I
N
E
F
L
O
W
D
I
R
E
C
T
I
O
N
G
R
A
D
D
E
S
I
G
N
P
O
I
N
T
I
N
L
E
T
D
E
S
I
G
N
A
T
I
O
N
1
(
I
N
F
E
E
T
)
1
I
N
C
H
=
F
T
0
3
0
1
5
3
0
6
0
1
.
F
I
N
A
L
C
A
L
C
U
L
A
T
I
O
N
S
T
O
B
E
P
R
O
V
I
D
E
D
W
I
T
H
F
I
N
A
L
E
N
G
I
N
E
E
R
I
N
G
P
L
A
N
S
2
.
C
R
I
T
E
R
I
A
B
A
S
E
D
O
N
C
I
T
Y
O
F
F
O
R
T
W
O
R
T
H
I
S
W
M
C
R
I
T
E
R
I
A
M
A
N
U
A
L
F
O
R
S
I
T
E
D
E
V
E
L
O
P
M
E
N
T
A
N
D
C
O
N
S
T
R
U
C
T
I
O
N
.
(
L
A
T
E
S
T
E
D
I
T
I
O
N
)
3
.
D
O
C
U
M
E
N
T
A
T
I
O
N
A
N
D
S
U
P
P
O
R
T
I
N
G
C
A
L
C
U
L
A
T
I
O
N
S
F
O
R
D
E
T
E
N
T
I
O
N
A
S
S
E
S
S
M
E
N
T
T
O
B
E
P
R
O
V
I
D
E
D
B
Y
S
E
P
A
R
A
T
E
R
E
P
O
R
T
.
4
.
F
I
N
A
L
E
N
G
I
N
E
E
R
I
N
G
R
E
V
I
E
W
A
N
D
C
O
O
R
D
I
N
A
T
I
O
N
M
A
Y
R
E
S
U
L
T
I
N
M
I
N
O
R
A
D
J
U
S
T
M
E
N
T
S
T
O
T
H
I
S
P
L
A
N
INSTALL:8" GATE VALVE
I
N
S
T
A
L
L
:
F
I
R
E
H
Y
D
R
A
N
T
I
N
S
T
A
L
L
:
F
I
R
E
H
Y
D
R
A
N
T
INSTALL:SSMH
I
N
S
T
A
L
L
:
S
S
M
H
I
N
S
T
A
L
L
:
W
T
R
S
E
R
V
I
C
E
&
6
"
F
I
R
E
L
I
N
E
I
N
S
T
A
L
L
:
F
D
C
CONNECT TOEX 12" WATER
I
N
S
T
A
L
L
:
4
"
S
S
S
E
R
V
I
C
E
15'SANITARYSEWEREASEMENTSTO
R
M
W
A
T
E
R
DE
T
E
N
T
I
O
N
A
R
E
A
I
N
S
T
A
L
L
:
8
"
G
A
T
E
V
A
L
V
E
8
"
P
L
U
G
INSTALL:8"x6" TEE6" GATE VALVE
C
O
N
N
E
C
T
T
O
M
H
A
T
E
.
K
I
R
K
W
O
O
D
B
L
V
D
.
&
S
T
.
T
R
O
P
E
Z
D
R
.
300' FHRADIUS (TYP)
3
0
0
'
F
H
R
A
D
I
U
S
(
T
Y
P
)
I
N
S
T
A
L
L
:
S
S
M
H
8" WATER LINE
8
"
W
A
T
E
R
L
I
N
E
8" SE
W
E
R
L
I
N
E
8
"
S
E
W
E
R
L
I
N
E
18" STORM DRAIN
18
"
S
T
O
R
M
D
R
A
I
N
18" STORM DRAIN
I
N
S
T
A
L
L
:
2
'
x
2
'
G
R
A
T
E
I
N
L
E
T
I
N
S
T
A
L
L
:
2
'
x
2
'
G
R
A
T
E
I
N
L
E
T
I
N
S
T
A
L
L
:
5
'
C
U
R
B
I
N
L
E
T
1
5
'
S
A
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
15'WATEREASEMENT15'
W
A
T
E
R
EASE
M
E
N
T
1
5
'
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
DRAI
N
A
G
E
EASE
M
E
N
T
1
5
'
W
A
T
E
R
E
A
S
E
M
E
N
T
1
5
'
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
U
T
I
L
(
I
N
F
E
E
T
)
1
I
N
C
H
=
F
T
0
3
0
1
5
3
0
6
0
PRELIMINARY UTILITY PLAN
NORTH WHITE CHAPEL
OFFICE COMPLEX
SOUTHLAKE, TEXAS
N
O
T
E
S
:
1
.
A
L
L
S
E
W
E
R
L
I
N
E
S
H
A
L
L
B
E
S
D
R
-
3
5
P
V
C
.
2
.
A
L
L
W
A
T
E
R
P
I
P
E
S
H
A
L
L
B
E
S
D
R
-
1
8
C
-
9
0
0
.
3
.
A
L
L
C
O
N
S
T
R
U
C
T
I
O
N
S
H
A
L
L
B
E
I
N
C
O
N
F
O
R
M
A
N
C
E
W
I
T
H
T
H
E
C
I
T
Y
O
F
S
O
U
T
H
L
A
K
E
S
T
A
N
D
A
R
D
S
F
O
R
P
U
B
L
I
C
W
O
R
K
S
C
O
N
S
T
R
U
C
T
I
O
N
.
4
.
A
L
L
S
E
W
E
R
S
E
R
V
I
C
E
S
A
R
E
P
R
I
V
A
T
E
.
5
.
A
L
L
W
A
T
E
R
S
E
R
V
I
C
E
S
A
R
E
P
R
I
V
A
T
E
F
R
O
M
T
H
E
B
U
I
L
D
I
N
G
T
O
T
H
E
M
E
T
E
R
A
N
D
P
U
B
L
I
C
F
R
O
M
T
H
E
M
E
T
E
R
T
O
T
H
E
W
A
T
E
R
M
A
I
N
.
6
.
A
L
L
W
A
T
E
R
L
I
N
E
S
H
A
L
L
H
A
V
E
A
M
I
N
I
M
U
M
2
'
V
E
R
T
I
C
A
L
C
L
E
A
R
A
N
C
E
F
R
O
M
D
R
A
I
N
A
G
E
S
T
R
U
C
T
U
R
E
S
A
N
D
S
E
W
E
R
S
E
R
V
I
C
E
S
.
7
.
T
H
E
L
O
C
A
T
I
O
N
O
F
E
X
I
S
T
I
N
G
W
A
T
E
R
A
N
D
S
A
N
I
T
A
R
Y
S
E
W
E
R
U
T
I
L
I
T
I
E
S
A
R
E
A
P
P
R
O
X
I
M
A
T
E
.
F
I
N
A
L
E
N
G
I
N
E
E
R
I
N
G
R
E
V
I
E
W
A
N
D
C
O
O
R
D
I
N
A
T
I
O
N
M
A
Y
R
E
S
U
L
T
I
N
S
O
M
E
M
I
N
O
R
A
D
J
U
S
T
M
E
N
T
S
T
O
T
H
I
S
P
L
A
N
.
8
.
A
L
L
W
A
T
E
R
L
I
N
E
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
W
I
T
H
A
M
I
N
I
M
U
M
C
O
V
E
R
O
F
4
2
"
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
O
R
E
X
P
L
I
C
I
T
L
Y
A
P
P
R
O
V
E
D
B
Y
T
H
E
C
I
T
Y
E
N
G
I
N
E
E
R
.
9
.
F
I
R
E
H
Y
D
R
A
N
T
S
S
H
A
L
L
B
E
P
L
A
C
E
D
W
I
T
H
S
T
E
A
M
E
R
N
O
Z
Z
L
E
A
T
L
E
A
S
T
3
'
B
E
H
I
N
D
B
A
C
K
O
F
C
U
R
B
.
1
0
.
P
R
I
V
A
T
E
S
A
N
I
T
A
R
Y
S
E
W
E
R
S
E
R
V
I
C
E
S
N
E
E
D
A
P
L
U
M
B
I
N
G
P
E
R
M
I
T
A
N
D
M
U
S
T
B
E
I
N
S
P
E
C
T
E
D
B
Y
B
U
I
L
D
I
N
G
I
N
S
P
E
C
T
I
O
N
S
P
R
I
O
R
T
O
B
U
R
I
A
L
.
1
1
.
I
N
S
T
A
L
L
B
A
C
K
F
L
O
W
P
R
O
T
E
C
T
I
O
N
(
D
O
U
B
L
E
C
H
E
C
K
V
A
L
V
E
)
F
O
R
S
P
R
I
N
K
L
E
R
S
Y
S
T
E
M
O
N
R
I
S
E
R
.
L
E
G
E
N
D
P
R
O
P
.
W
A
T
E
R
L
I
N
E
P
R
O
P
.
S
E
W
E
R
L
I
N
E
P
R
O
P
.
W
A
T
E
R
P
L
U
G
E
X
I
S
T
.
W
A
T
E
R
M
A
I
N
P
R
O
P
.
F
I
R
E
H
Y
D
R
A
N
T
P
R
O
P
.
C
U
L
V
E
R
T
E
X
I
S
T
.
S
E
W
E
R
M
A
I
N
C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.D
O
I
N
o
.
2
0
1
7
1
2
2
0
0
420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:XXXX
XXXX
XXXX
B
E
N
C
H
M
A
R
K
S
:
C
I
T
Y
B
E
N
C
H
M
A
R
K
X
X
X
E
L
E
V
A
T
I
O
N
:
X
X
X
DOI No. 201712200 - IMPROVEMENTS FOR NORTH WHITE CHAPEL OFFICE COMPLEX - WATER, SEWER, STORM DRAIN AND PAVING - SOUTHLAKE, TEXAS
C
I
T
Y
C
A
S
E
N
O
.
Z
A
1
8
-
0
0
0
3
S
.
H
.
1
1
4
N. WHITE CHAPEL
H
I
G
H
L
A
N
D
D
O
V
E
SHADY OAKS
S
I
T
E
P
R
O
P
.
S
E
W
E
R
M
A
N
H
O
L
E
1395 13961397
1
3
9
8
1
3
9
9
1
4
0
0
1
4
0
1
1
4
0
2
1
4
0
3
1
4
0
4
1
4
0
5
1
4
0
6
1
4
0
7
1
4
0
8
1
4
0
9
1
4
1
0
1
4
1
1
1
4
1
2
1
4
1
3
1
4
1
4
1
4
1
5
1
4
1
6
1417 1419 1420 142114221423
T
R
E
E
S
T
O
R
E
M
A
I
N
T
r
e
e
#
1
3
9
5
1
3
9
6
1
3
9
7
1
3
9
8
1
3
9
9
1
4
0
0
1
4
0
1
1
4
0
2
1
4
0
3
1
4
0
4
1
4
0
5
1
4
0
6
1
4
0
7
1
4
1
2
1
4
1
4
1
4
1
5
1
4
1
6
1
4
1
7
1
4
1
9
1
4
2
0
1
4
2
1
1
4
2
2
1
4
2
3
S
i
z
e
&
S
p
e
c
i
e
s
2
0
"
P
O
S
T
O
A
K
O
A
K
D
O
U
B
L
E
1
4
"
1
6
"
1
1
"
1
2
"
1
0
"
6
"
7
"
8
"
1
0
"
7
"
1
8
"
P
O
S
T
O
A
K
O
A
K
8
"
9
"
1
8
"
1
1
"
1
2
"
1
2
"
1
2
"
1
0
"
H
A
C
K
B
E
R
R
Y
1
0
"
1
5
"
M
U
L
T
I
P
L
E
P
O
S
T
O
A
K
O
A
K
2
2
"
2
2
"
M
U
L
T
I
P
L
E
2
4
"
P
O
S
T
O
A
K
O
A
K
1
1
"
P
O
S
T
O
A
K
O
A
K
1
6
"
P
O
S
T
O
A
K
O
A
K
1
2
"
P
O
S
T
O
A
K
O
A
K
2
2
"
P
O
S
T
O
A
K
O
A
K
D
O
U
B
L
E
1
2
"
e
l
m
e
l
m
T
R
E
E
S
T
O
B
E
R
E
M
O
V
E
D
T
r
e
e
#
1
4
0
8
1
4
0
9
1
4
1
0
1
4
1
1
1
4
1
3
S
i
z
e
&
S
p
e
c
i
e
s
1
4
"
1
0
"
1
1
"
1
9
"
P
O
S
T
O
A
K
O
A
K
D
O
U
B
L
E
1
3
"
P
O
S
T
P
O
S
T
D
O
U
B
L
E
1
8
"
P
O
S
T
P
O
S
T
D
O
U
B
L
E
1
8
"
P
O
S
T
P
O
S
T
C I V I L E N G I N E E R I N G TBPE No. F-003116
DEOTTE, INC.D
O
I
N
o
.
2
0
1
7
1
2
2
0
0
420 Johnson Road, Suite 303 Keller, Texas 76248
817-337-8899 (Office) 817-337-5133 (Fax)
PREPARED FOR:XXXX
XXXX
XXXX
B
E
N
C
H
M
A
R
K
S
:
C
I
T
Y
B
E
N
C
H
M
A
R
K
X
X
X
E
L
E
V
A
T
I
O
N
:
X
X
X
DOI No. 201712200 - IMPROVEMENTS FOR NORTH WHITE CHAPEL OFFICE COMPLEX - WATER, SEWER, STORM DRAIN AND PAVING - SOUTHLAKE, TEXAS
C
I
T
Y
C
A
S
E
N
O
.
Z
A
1
8
-
0
0
0
3
S
.
H
.
1
1
4
N. WHITE CHAPEL
H
I
G
H
L
A
N
D
D
O
V
E
SHADY OAKS
S
I
T
E
L
E
G
E
N
D
T
R
E
E
T
O
R
E
M
A
I
N
T
R
E
E
T
O
B
E
R
E
M
O
V
E
D
T
R
E
E
TREE PRESERVATION PLAN
NORTH WHITE CHAPEL
OFFICE COMPLEX
SOUTHLAKE, TEXAS
T
R
E
E
C
A
N
O
P
Y
C
O
V
E
R
A
G
E
T
O
T
A
L
S
I
T
E
A
R
E
A
1
2
7
,
0
5
3
S
.
F
.
T
O
T
A
L
E
X
I
S
T
I
N
G
C
A
N
O
P
Y
1
8
,
3
3
6
S
.
F
.
-
-
>
1
4
.
4
%
R
E
Q
U
I
R
E
D
C
A
N
O
P
Y
P
R
E
S
E
R
V
A
T
I
O
N
1
2
,
8
3
5
S
.
F
.
-
-
>
7
0
.
0
%
P
R
E
S
E
R
V
E
D
C
A
N
O
P
Y
1
3
,
9
7
9
S
.
F
.
-
-
>
7
6
.
2
%
R
E
M
O
V
E
D
C
A
N
O
P
Y
4
,
3
5
7
S
.
F
.
-
-
>
2
3
.
8
%
1
8
,
3
3
6
S
.
F
.
-
-
>
1
0
0
.
0
%
(
I
N
F
E
E
T
)
1
I
N
C
H
=
F
T
0
3
0
1
5
3
0
6
0
O
F
F
-
S
I
T
E
T
R
E
E