Item 7C - Plans/(*(1''5$:1%< 6+((7 -2%180%(5 &+(&.('%< '(6,*1('%< '$7( 5(9,6,216 '$7(dŚŝƐĚƌĂǁŝŶŐǁĂƐƉƌĞƉĂƌĞĚďLJĚĂŵƐŽŶƐƵůƚŝŶŐ ŶŐŝŶĞĞƌƐ͕/ŶĐ͘;ĚĂŵƐͿĂƐĂŶŝŶƐƚƌƵŵĞŶƚŽĨ ƐĞƌǀŝĐĞ͕ĂŶĚƐŚĂůůƌĞŵĂŝŶƚŚĞƉƌŽƉĞƌƚLJŽĨĚĂŵƐ͘dŚĞŝŶĨŽƌŵĂƚŝŽŶŚĞƌĞŽŶƐŚĂůůďĞƵƐĞĚŽŶůLJďLJ ƚŚĞĐůŝĞŶƚƚŽǁŚŽŵƚŚĞƐĞƌǀŝĐĞƐĂƌĞƌĞŶĚĞƌĞĚĂŶĚŽŶůLJĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨĐŽŶƐƚƌƵĐƚŝŶŐŽƌ ŝŶƐƚĂůůŝŶŐƚŚĞǁŽƌŬĂƐƐŚŽǁŶĂƚƚŚĞĚĞƐŝŐŶĂƚĞĚůŽĐĂƚŝŽŶĂŶĚƐŝƚĞ͘ŶLJŽƚŚĞƌƵƐĞ͕ŝŶĐůƵĚŝŶŐ ;ǁŝƚŚŽƵƚůŝŵŝƚĂƚŝŽŶͿĂŶLJƌĞƉƌŽĚƵĐƚŝŽŶŽƌĂůƚĞƌĂƚŝŽŶ͕ŝƐƐƚƌŝĐƚůLJƉƌŽŚŝďŝƚĞĚ͕ĂŶĚƚŚĞƵƐĞƌƐŚĂůůŚŽůĚ ŚĂƌŵůĞƐƐĂŶĚŝŶĚĞŵŶŝĨLJĚĂŵƐĨƌŽŵĂůůůŝĂďŝůŝƚŝĞƐǁŚŝĐŚŵĂLJĂƌŝƐĞĨƌŽŵƐƵĐŚƵŶĂƵƚŚŽƌŝnjĞĚƵƐĞ͘ŽƉLJƌŝŐŚƚϮϬϭϴ͕ĚĂŵƐ &\SUHVV:DWHUV%OYG6WHŶ'DOODV7H[DV Ŷ ŽƉLJƌŝŐŚƚϮϬϭϵ͕ĚĂŵƐ ^Khd,>< ͕d y^7%3(5HJLVWUDWLRQ )^/d W>E &*5$
)
,
/
(
1
$
0
(
&
6
,
7
(
3
/
$
1
G
Z
J
3
/
2
7
7
(
'
%
<
0
L
N
H
3
H
W
H
U
V
R
Q
3
/
2
7
7
(
'
2
1
0
R
Q
G
D
\
0
D
U
F
K
3
/
2
7
7
(
'
$
7
$
0
3
/
2
7
7
(
'
:
,
7
+
3
'
)
;
&
K
D
Q
J
H
)
R
U
$
F
U
R
3
O
R
W
3
U
R
S
F
)
8
/
/
3
$
7
+
,
?
3
U
R
M
H
F
W
V
?
?
/
D
Q
G
P
D
U
N
2
I
I
L
F
H
&
R
P
S
O
H
[
6
R
X
W
K
O
D
N
H
7
;
?
'
U
D
Z
L
Q
J
V
?
3
U
R
G
X
F
W
L
R
Q
,
?
3
U
R
M
H
F
W
V
?
?
/
D
Q
G
P
D
U
N
2
I
I
L
F
H
&
R
P
S
O
H
[
6
R
X
W
K
O
D
N
H
7
;
?
'
U
D
Z
L
Q
J
V
?
3
U
R
G
X
F
W
L
R
Q
?
&
6
,
7
(
3
/
$
1
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
3('(675,$1$&&(665287($66+2:1 $/21*6,'(:$/.63('(675,$1$&&(66
2
=
2
1
(
2)
)
,
&
(
&
2
0
0
(
5
&
,
$
/
&8
5
5
(
1
7
2
:
1
(
5
$8
7
+
(
1
7
(
;
'
(
9
(
/
2
3
0
(
1
7
/
7
'
1
&
$
5
5
2
/
/
$
9
(
6
7
(
62
8
7
+
/
$
.
(
7
;
/$1'6&$3(5(48,5(0(17 )257+(&,7<2)6287+/$.(/27/$.(:22'$&5(6 $1$'',7,21727+(&,7<2)6287+/$.($&&25',1*727+(3/$75(&25'(',1 92/80(3$*(3/$75(&25'67$55$17&2817<7;
Kt
E
Z
ͬ
s
>
K
W
Z
ͬ
W
W
>
/
E
d
E͘
Z
Z
K
>
>
ϭ
ϭ
ϰ
W
Z
K
W
Z
d
/
^
͕
>
>
ϳϱ
ϲ
E
͘
Z
Z
K
>
>
s
͘
^K
h
d
,
>
<
͕
d
y
ϳ
ϲ
Ϭ
ϵ
Ϯ
K
E
d
d
͗
,
Z
/
^
>
K
d
d
W,
K
E
͗
ϴ
ϭ
ϳ
Ͳ
ϰ
Ϯ
ϰ
Ͳ
Ϭ
ϴ
ϴ
ϴ
D
/
>
͗
>
K
d
d
Λ
>
'
/
E
͘
K
D
Z
,
/
d
d
6)
$
=
2
1
(
/2
:
'
(
1
6
,
7
<
5
(
6
,
'
(
1
7
,
$
/
/
$
1
'
8
6
(
&8
5
5
(
1
7
2
:
1
(
5
1,
0
3
+
,
8
6
-
$
0
(
6
-
/
$
.
(
:
2
2
'
'
5
62
8
7
+
/
$
.
(
7
;
6)
$
=
2
1
(
/2
:
'
(
1
6
,
7
<
5
(
6
,
'
(
1
7
,
$
/
/
$
1
'
8
6
(
&8
5
5
(
1
7
2
:
1
(
5
-2
6
(
3
+
$
1
'
6
8
=
$
1
1
(
2
/
,
9
(
7
,
:
,
/
'
:
2
2
'
/
1
62
8
7
+
/
$
.
(
7
;
&
=
2
1
(
5(
7
$
,
/
&
2
0
0
(
5
&
,
$
/
/
$
1
'
8
6
(
&8
5
5
(
1
7
2
:
1
(
5
*5
(
(
1
:
$
<
&
$
5
5
2
/
/
2
$
.
6
/
3
)
$
,
5
0
2
8
1
7
6
7
6
7
(
'$
/
/
$
6
7
;
E
/
>
^
Θ
>
K
s
>
z
Z
,
/
d
d
h
Z
ϲϲ
ϵ
/
Z
W
K
Z
d
&
Z
t
z
͕
^
h
/
d
ϭ
Ϭ
ϭ
,h
Z
^
d
͕
d
y
ϳ
ϲ
Ϭ
ϱ
ϯ
K
E
d
d
͗
Z
E
d
͘
>
K
s
>
z
͕
/
W,
K
E
͗
ϴ
ϭ
ϳ
Ͳ
ϱ
ϭ
Ϭ
Ͳ
ϲ
ϳ
ϯ
Ϭ
D
/
>
͗
Z
E
d
Λ
>
Z
,
/
d
d
h
Z
͘
E
d
/
s
/
>
E
'
/
E
Z
D
^
Ͳ
E
'
/
E
Z
/
E
'
ͬ
s
>
K
W
D
E
d
K
E
^
h
>
d
E
d
^
ϴϵ
ϱ
ϭ
z
W
Z
^
^
t
d
Z
>
s
͘
^
h
/
d
ϭ
ϱ
Ϭ
>
>
^
͕
d
y
ϳ
ϱ
Ϭ
ϭ
ϵ
K
E
d
d
͗
E
E
/
^
t
͘
>
E
'
͕
W
͘
͘
W,
K
E
͗
;
ϴ
ϭ
ϳ
Ϳ
ϯ
Ϯ
ϴ
Ͳ
ϯ
Ϯ
Ϭ
Ϭ
D
/
>
͗
E
E
/
^
͘
>
E
'
Λ
D
^
Ͳ
E
'
/
E
Z
/
E
'
͘
K
D
>
E
^
W
Z
,
/
d
d
>
D
/
E
'
^
/
'
E
'
Z
K
h
W
>
E
^
W
Z
,
/
d
d
^
ϰϵ
ϭ
ϯ
Z
h
&
^
E
K
t
Z
/
s
͕
^
h
/
d
ϭ
Ϭ
ϭ
Ͳ
EK
Z
d
,
Z
/
,
>
E
,
/
>
>
^
͕
d
y
ϳ
ϲ
ϭ
ϴ
Ϭ
K
E
d
d
͗
/
>
>
>
D
/
E
'
W,
K
E
͗
;
ϴ
ϭ
ϳ
Ϳ
ϱ
ϳ
ϳ
Ͳ
Ϭ
ϴ
ϴ
ϵ
D
/
>
͗
>
D
/
E
'
^
/
'
E
'
Z
K
h
W
Λ
^
'
>
K
>
͘
E
d
^h
Z
s
z
K
Z
:W
,
>
E
^
h
Z
s
z
/
E
'
͕
/
E
͘
ϴϬ
ϳ
>
h
K
E
E
d
Z
/
s
͕
^
h
/
d
<
>
>
Z
͕
d
y
^
ϳ
ϲ
Ϯ
ϰ
ϴ
W,
K
E
͗
ϴ
ϭ
ϳ
Ͳ
ϰ
ϯ
ϭ
Ͳ
ϰ
ϵ
ϳ
ϭ
'(11,6:/$1*3(5(*,675$7,21127+,6'2&80(17,6127
5
5
5
10
19
Si
t
e
D
a
t
a
S
u
m
m
a
r
y
L
o
t
1
E
x
i
s
t
i
n
g
Z
o
n
i
n
g
O
-
1
P
r
o
p
o
s
e
d
Z
o
n
i
n
g
S
P
-
1
(
O
-
1
)
L
a
n
d
U
s
e
D
e
s
i
g
n
a
t
i
o
n
OF
F
I
C
E
CO
M
M
E
R
C
I
A
L
Gr
o
s
s
A
c
r
e
a
g
e
1
.
3
6
4
RO
W
D
e
d
i
c
a
t
i
o
n
-
N
e
t
A
c
r
e
a
g
e
1
.
3
6
4
N
u
m
b
e
r
o
f
P
r
o
p
o
s
e
d
L
o
t
s
1
P
e
r
c
e
n
t
a
g
e
o
f
S
i
t
e
C
o
v
e
r
a
g
e
1
9
.
7
6
%
A
r
e
a
o
f
O
p
e
n
S
p
a
c
e
(
A
c
r
e
s
)
0
.
4
4
3
P
e
r
c
e
n
t
a
g
e
o
f
O
p
e
n
S
p
a
c
e
3
2
.
5
0
%
A
r
e
a
o
f
I
m
p
e
r
v
i
o
u
s
C
o
v
e
r
a
g
e
(
A
c
r
e
s
)
0
.
9
2
1
P
e
r
c
e
n
t
a
g
e
o
f
I
m
p
e
r
v
i
o
u
s
C
o
v
e
r
a
g
e
6
7
.
5
0
%
P
r
o
p
o
s
e
d
B
u
i
l
d
i
n
g
A
r
e
a
(F
o
o
t
P
r
i
n
t
i
n
S
q
.
F
t
.
)
P
.
B
.
A
.
11
,
7
4
2
N
u
m
b
e
r
o
f
S
t
o
r
i
e
s
1
M
a
x
i
m
u
m
B
u
i
l
d
i
n
g
H
e
i
g
h
t
1
8
'
1
0
"
P
r
o
p
o
s
e
d
F
l
o
o
r
A
r
e
a
(
S
q
u
a
r
e
F
e
e
t
)
1
1
,
7
4
2
P
r
o
p
o
s
e
d
F
l
o
o
r
A
r
e
a
b
y
U
s
e
(
S
q
u
a
r
e
F
e
e
t
)
Me
d
i
c
a
l
O
f
f
i
c
e
(
S
q
u
a
r
e
F
e
e
t
)
8
,
1
4
7
.
0
Ge
n
e
r
a
l
O
f
f
i
c
e
(
S
q
u
a
r
e
F
e
e
t
)
2
,
9
9
7
.
0
R
e
q
u
i
r
e
d
P
a
r
k
i
n
g
(
P
e
r
R
e
g
u
l
a
t
i
o
n
s
)
6
5
P
r
o
v
i
d
e
d
P
a
r
k
i
n
g
St
a
n
d
a
r
d
(
9
'
X
1
8
'
)
6
4
AD
A
A
c
c
e
s
s
i
b
l
e
3
To
t
a
l
6
7
R
e
q
u
i
r
e
d
L
o
a
d
i
n
g
S
p
a
c
e
s
10
'
x
2
5
'
-
10
'
x
5
0
'
1
10' BUFFERYARD EASEMENT
11
,
7
4
2
SP
R
I
N
K
L
E
R
RO
O
M
FD
C
66.30 ft
4'
C
O
N
C
R
E
T
E
LA
N
D
I
N
G
6
6
.
0
6
f
t
62
.
2
7
ft
6
4
.
6
4
f
t
84
.
3
1
f
t
5
2
.
3
8
f
t
83
.
3
5
f
t
44.83 ft
23
.
8
'
19
.
0
'
17
.
2
'
7.
0
'
31
.
0
'
11
.
2
'
12
.
7
'
10
.
0
'
10
.
0
'
4.
0
'
4.
0
'
10
.
0
'
10
.
0
'
23
.
8
'
19
.
0
'
17
.
2
'
7.
0
'
31
.
0
'
11
.
2
'
12
.
7
'
3
4
.
0
'
3
4
.
0
'
3
4
.
0
'
1
5
.
0
'
1
5
.
0
'
1
0
.
0
'
5
.
5
'
2
.
5
'
1
1
.
0
'
1
1
.
0
'
3
2
.
5
'
7
.
0
'
2
4
,
1
'
7
.
0
'
3
2
.
5
'
2
.
5
'
1
.
5
'
5
.
5
'
1
0
.
0
'
/(*(1''5$:1%< 6+((7 -2%180%(5 &+(&.('%< '(6,*1('%< '$7( 5(9,6,216 '$7(dŚŝƐĚƌĂǁŝŶŐǁĂƐƉƌĞƉĂƌĞĚďLJĚĂŵƐŽŶƐƵůƚŝŶŐ ŶŐŝŶĞĞƌƐ͕/ŶĐ͘;ĚĂŵƐͿĂƐĂŶŝŶƐƚƌƵŵĞŶƚŽĨ ƐĞƌǀŝĐĞ͕ĂŶĚƐŚĂůůƌĞŵĂŝŶƚŚĞƉƌŽƉĞƌƚLJŽĨĚĂŵƐ͘dŚĞŝŶĨŽƌŵĂƚŝŽŶŚĞƌĞŽŶƐŚĂůůďĞƵƐĞĚŽŶůLJďLJ ƚŚĞĐůŝĞŶƚƚŽǁŚŽŵƚŚĞƐĞƌǀŝĐĞƐĂƌĞƌĞŶĚĞƌĞĚĂŶĚŽŶůLJĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨĐŽŶƐƚƌƵĐƚŝŶŐŽƌ ŝŶƐƚĂůůŝŶŐƚŚĞǁŽƌŬĂƐƐŚŽǁŶĂƚƚŚĞĚĞƐŝŐŶĂƚĞĚůŽĐĂƚŝŽŶĂŶĚƐŝƚĞ͘ŶLJŽƚŚĞƌƵƐĞ͕ŝŶĐůƵĚŝŶŐ ;ǁŝƚŚŽƵƚůŝŵŝƚĂƚŝŽŶͿĂŶLJƌĞƉƌŽĚƵĐƚŝŽŶŽƌĂůƚĞƌĂƚŝŽŶ͕ŝƐƐƚƌŝĐƚůLJƉƌŽŚŝďŝƚĞĚ͕ĂŶĚƚŚĞƵƐĞƌƐŚĂůůŚŽůĚ ŚĂƌŵůĞƐƐĂŶĚŝŶĚĞŵŶŝĨLJĚĂŵƐĨƌŽŵĂůůůŝĂďŝůŝƚŝĞƐǁŚŝĐŚŵĂLJĂƌŝƐĞĨƌŽŵƐƵĐŚƵŶĂƵƚŚŽƌŝnjĞĚƵƐĞ͘ŽƉLJƌŝŐŚƚϮϬϭϴ͕ĚĂŵƐ &\SUHVV:DWHUV%OYG6WHŶ'DOODV7H[DV Ŷ ŽƉLJƌŝŐŚƚϮϬϭϵ͕ĚĂŵƐ ^Khd,>< ͕d y^7%3(5HJLVWUDWLRQ )7+(6(3/$16$5(68%-(&7725(9,(: $33529$/%<-85,6',&7,21$/(17,7,(6.QRZZKDW
V5)* 352326('&217285 (;,67,1*&217285 (;,67,1*6327*5$'(6327*5$'(352326(')/2:$552:)* ),1,6+('*5$'(73 7232)3$9(0(17 7& 7232)&85%)/ )/2:/,1()) ),1,6+(')/225 7, 7232),1/(7 352326('&85%,1/(71766,7(0$3 &$6(12 =$*5$3+,&6&$/()((7
/27/$.(:22'$&5(6 $1$'',7,21727+(&,7<2)6287+/$.($&&25',1*727+(3/$75(&25'(',1 92/80(3$*(3/$75(&25'67$55$17&2817<7;352-(&7 /2&$7,21
68
5
9
(
<
2
5
1
2
7
(
7+
(
6
,
7
(
%
(
1
&
+
0
$
5
.
,
6
$
0
$
*
1
$
,
/
:
,
7
+
0
(
7
$
/
:
$
6
+
(
5
67
$
0
3
(
'
-
3
+
/
$
1
'
6
8
5
9
(
<
,
1
*
6
(
7
2
1
7
+
(
1
2
5
7
+
6
,
'
(
2
)
$
67
2
5
0
'
5
$
,
1
,
1
/
(
7
/
2
&
$
7
(
'
2
1
7
+
(
1
2
5
7
+
6
,
'
(
2
)
/
$
.
(
:
2
2
'
'5
,
9
(
$
7
7
+
(
1
2
5
7
+
:
(
6
7
,
1
7
(
5
6
(
&
7
,
2
1
2
)
1
&
$
5
5
2
/
/
$
9
(
1
8
(
$1
'
/
$
.
(
:
2
2
'
'
5
,
9
(
(
/
(
9
$
7
,
2
1
['Z/E'W>E & ,668()253(50,7
)
,
/
(
1
$
0
(
&
*
5
$
'
,
1
*
3
/
$
1
G
Z
J
3
/
2
7
7
(
'
%
<
5
\
D
Q
6
L
P
V
3
/
2
7
7
(
'
2
1
:
H
G
Q
H
V
G
D
\
2
F
W
R
E
H
U
3
/
2
7
7
(
'
$
7
3
0
3
/
2
7
7
(
'
:
,
7
+
'
:
*
7
R
3
'
)
S
F
)
8
/
/
3
$
7
+
,
?
3
U
R
M
H
F
W
V
?
?
/
D
Q
G
P
D
U
N
2
I
I
L
F
H
&
R
P
S
O
H
[
6
R
X
W
K
O
D
N
H
7
[
?
'
U
D
Z
L
Q
J
V
?
S
U
R
G
X
F
W
L
R
Q
,
?
3
U
R
M
H
F
W
V
?
?
/
D
Q
G
P
D
U
N
2
I
I
L
F
H
&
R
P
S
O
H
[
6
R
X
W
K
O
D
N
H
7
[
?
'
U
D
Z
L
Q
J
V
?
S
U
R
G
X
F
W
L
R
Q
?
&
*
5
$
'
,
1
*
3
/
$
1
':/ ':/506
x
7+
(
*
5
2
8
1
'
,
0
0
(
'
,
$
7
(
/
<
$
'
-
$
&
(
1
7
7
2
7
+
(
)
2
8
1
'
$
7
,
2
1
6+
$
/
/
%
(
6
/
2
3
(
'
$
:
$
<
)
5
2
0
7
+
(
%
8
,
/
'
,
1
*
$
7
$
6
/
2
3
(
2
)
1
2
7
/(
6
6
7
+
$
1
2
1
(
8
1
,
7
9
(
5
7
,
&
$
/
,
1
8
1
,
7
6
+
2
5
,
=
2
1
7
$
/
3
(
5
&
(
1
7
6
/
2
3
(
)
2
5
$
0
,
1
,
0
8
0
'
,
6
7
$
1
&
(
2
)
)
(
(
7
0(
$
6
8
5
(
'
3
(
5
3
(
1
'
,
&
8
/
$
5
7
2
7
+
(
)
$
&
(
2
)
7
+
(
:
$
/
/
x x
,)
3
+
<
6
,
&
$
/
2
%
6
7
5
8
&
7
,
2
1
6
2
5
/
2
7
/
,
1
(
6
3
5
2
+
,
%
,
7
)
(
(
7
2
)
+2
5
,
=
2
1
7
$
/
'
,
6
7
$
1
&
(
$
3
(
5
&
(
1
7
6
/
2
3
(
6
+
$
/
/
%
(
3
5
2
9
,
'
(
'
72
$
1
$
3
3
5
2
9
(
'
$
/
7
(
5
1
$
7
,
9
(
0
(
7
+
2
'
2
)
'
,
9
(
5
7
,
1
*
:
$
7
(
5
$:
$
<
)
5
2
0
7
+
(
)
2
8
1
'
$
7
,
2
1
6
:
$
/
(
6
8
6
(
'
)
2
5
7
+
,
6
3
8
5
3
2
6
(
6+
$
/
/
%
(
6
/
2
3
(
'
$
0
,
1
,
0
8
0
2
)
3
(
5
&
(
1
7
:
+
(
5
(
/
2
&
$
7
(
'
:,
7
+
,
1
)
(
(
7
2
)
7
+
(
%
8
,
/
'
,
1
*
)
2
8
1
'
$
7
,
2
1
x
,0
3
(
5
9
,
2
8
6
6
8
5
)
$
&
(
6
:
,
7
+
,
1
)
(
(
7
2
)
7
+
(
%
8
,
/
'
,
1
*
)2
8
1
'
$
7
,
2
1
6
+
$
/
/
%
(
6
/
2
3
(
'
$
0
,
1
,
0
8
0
2
)
3
(
5
&
(
1
7
$
:
$
<
)5
2
0
7
+
(
%
8
,
/
'
,
1
*
x
62
0
(
,
0
3
(
5
9
,
2
8
6
$
5
(
$
6
$
'
-
$
&
(
1
7
7
2
7
+
(
%
8
,
/
'
,
1
*
+
$
9
(
%
(
(
1
'(
6
,
*
1
(
'
/
(
6
6
7
+
$
1
7
2
$
/
/
2
:
)
2
5
&
2
1
6
7
5
8
&
7
,
2
1
7
2
/
(
5
$
1
&
(
6
:+
,
/
(
0
$
,
1
7
$
,
1
,
1
*
&
2
0
3
/
,
$
1
&
(
:
,
7
+
$
'
$
5
(
4
8
,
5
(
0
(
1
7
6
:
(
81
'
(
5
6
7
$
1
'
7
+
$
7
7
+
(
%
8
,
/
'
,
1
*
2
)
)
,
&
,
$
/
+
$
6
7
+
(
$
8
7
+
2
5
,
7
<
7
2
$3
3
/
<
7
+
(
0
,
1
,
0
8
0
6
/
2
3
(
5
(
4
8
,
5
(
0
(
1
7
6
2
)
,
%
&
$
7
+
,
6
2
5
+
(
5
',
6
&
5
(
7
,
2
1
$
3
3
5
2
9
$
/
2
)
7
+
,
6
3
/
$
1
:
,
/
/
%
(
5
(
*
$
5
'
(
'
$
6
&2
0
3
/
,
$
1
&
(
:
,
7
+
7
+
(
,
%
&
5
(
4
8
,
5
(
0
(
1
7
12
7
(
7
2
%
8
,
/
'
,
1
*
2
)
)
,
&
,
$
/
6,
7
(
*
5
$
'
,
1
*
,
%
&
5
(
4
8
,
5
(
0
(
1
7
6
(
&
//20 SP-1 REVISIONS09/14/2020
TC
=
6
6
0
.
5
0
TP
=
6
6
0
.
0
0
TC
=
6
5
9
.
2
0
TP
=
6
5
8
.
7
0
TC
=
6
5
9
.
5
0
TP
=
6
5
9
.
0
0
TP
=
6
5
9
.
5
0
FL
=
6
5
4
.
8
5
FL
=
6
5
8
.
5
LEGEND PROPOSED CURB INLET FIRELANE PAVEMENT SURFACE FLOW DIRECTION FL FLOWLINE TI TOP OF INLET TC TOP OF PAVEMENT TP TOP OF CURB CDRAWN BY:SHEET:JOB NUMBER:CHECKED BY:DESIGNED BY:DATE:REVISIONSDATE This drawing was prepared by Adams Consulting Engineers, Inc. (Adams) as an instrument of service, and shall remain the property of Adams. The information hereon shall be used only by the client to whom the services are rendered and only for the purpose of constructing or installing the work as shown at the designated location and site. Any other use, including (without limitation) any reproduction or alteration, is strictly prohibited, and the user shall hold harmless and indemnify Adams from all liabilities which may arise from such unauthorized use.C Copyright 2018, Adams8951 Cypress Waters Blvd, Ste. 150 ■ Dallas, Texas 75019 ■ (817) 328-3200Copyright 2020, Adams 10/28/2019SOUTHLAKE, TEXAS TBPE Registration #: F-1002 CASE NO: ZA 20 -00 4 8NTSSITE MAPPROJECTLOCATIONGRAPHIC SCALE FEET 0 40 20 1"=20'LOT 15 LAKE WOOD ACRES AN ADDITION TO THE CITY OF SOUTHLAKE,ACCORDING TO THE PLAT RECORDED IN VOLUME 388-137, PAGE 33, PLAT RECORDS,TARRANT COUNTY, TX
RE
C
O
R
D
D
R
A
I
N
A
G
E
S
Y
S
T
E
M
F
R
O
M
:
CI
T
Y
O
F
S
O
U
T
H
L
A
K
E
N
O
R
T
H
C
A
R
R
O
L
L
AV
E
.
P
A
V
I
N
G
A
N
D
D
R
A
I
N
A
G
E
R
E
C
O
R
D
DR
A
W
I
N
G
S
1
1
/
1
5
/
2
0
0
6
.
DR
A
I
N
A
G
E
A
R
E
A
M
A
P
N
O
T
E
PRELIM DRAINAGE PLAN C6.21 ISSUE FOR PERMIT09/14/2020 2 REVISED PER SP-1 REVISION
F
I
L
E
N
A
M
E
:
C
6
.
2
D
R
A
I
N
A
G
E
P
L
A
N
.
d
w
g
P
L
O
T
T
E
D
B
Y
:
R
y
a
n
S
i
m
s
P
L
O
T
T
E
D
O
N
:
T
h
u
r
s
d
a
y
,
A
u
g
u
s
t
2
7
,
2
0
2
0
P
L
O
T
T
E
D
A
T
:
1
:
0
3
:
2
8
P
M
P
L
O
T
T
E
D
W
I
T
H
:
P
D
F
-
X
C
h
a
n
g
e
F
o
r
A
c
r
o
P
l
o
t
P
r
o
.
p
c
3
F
U
L
L
P
A
T
H
:
\
\
D
F
W
D
C
1
\
E
n
g
i
n
e
e
r
i
n
g
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
9
6
L
a
n
d
m
a
r
k
O
f
f
i
c
e
C
o
m
p
l
e
x
-
S
o
u
t
h
l
a
k
e
,
T
X
\
D
r
a
w
i
n
g
s
\
0
3
-
P
r
o
d
u
c
t
i
o
n
\
\
D
F
W
D
C
1
\
E
n
g
i
n
e
e
r
i
n
g
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
9
6
L
a
n
d
m
a
r
k
O
f
f
i
c
e
C
o
m
p
l
e
x
-
S
o
u
t
h
l
a
k
e
,
T
X
\
D
r
a
w
i
n
g
s
\
0
3
-
P
r
o
d
u
c
t
i
o
n
\
C
6
.
2
D
R
A
I
N
A
G
E
P
L
A
N
DWL2017-196 DWL RMS
PE
A
K
D
I
S
C
H
A
R
G
E
A
T
D
E
S
I
G
N
P
O
I
N
T
De
s
i
g
n
Po
i
n
t
Ex
i
s
t
i
n
g
C
o
n
d
i
t
i
o
n
s
Co
m
m
e
n
t
s
De
s
i
g
n
Po
i
n
t
Pr
o
p
o
s
e
d
C
o
n
d
i
t
i
o
n
s
Co
m
m
e
n
t
s
1-
Y
e
a
r
5
-
Y
e
a
r
1
0
-
Y
e
a
r
1
0
0
-
Y
e
a
r
1-
Y
e
a
r
5
-
Y
e
a
r
1
0
-
Y
e
a
r
1
0
0
-
Y
e
a
r
(c
f
s
)
(
c
f
s
)
(
c
f
s
)
(
c
f
s
)
(c
f
s
)
(
c
f
s
)
(
c
f
s
)
(
c
f
s
)
Ch
a
n
n
e
l
6.
9
2
1
0
.
1
2
1
1
.
5
2
1
6
.
6
2
Ar
e
a
A
-
1
Ch
a
n
n
e
l
6.
9
5
1
0
.
0
4
1
1
.
0
7
1
4
.
9
6
Ar
e
a
D
A
-
3
+
P
o
n
d
D
i
s
c
h
a
r
g
e
Gu
t
t
e
r
1
.
3
0
1
.
9
1
2
.
1
7
3
.
1
4
Ar
e
a
A
-
2
&
A
-
3
Gu
t
t
e
r
1
.
0
9
1
.
6
0
1
.
8
2
2
.
6
3
Ar
e
a
D
A
-
2
To
t
a
l
8.
2
2
1
2
.
0
3
1
3
.
6
9
1
9
.
7
6
8.
0
4
1
1
.
6
4
1
2
.
8
9
1
7
.
5
9
Co
n
c
l
u
s
i
o
n
:
T
h
e
G
u
t
t
e
r
f
l
o
w
i
n
C
a
r
r
o
l
l
A
v
e
i
s
s
l
i
g
h
t
l
y
r
e
d
u
c
e
d
.
T
h
e
d
r
a
i
n
a
g
e
c
h
a
n
n
e
l
e
x
p
e
r
i
e
n
c
e
s
a
s
l
i
g
h
t
i
n
c
r
e
a
s
e
i
n
t
h
e
1
-
y
e
a
r
s
t
o
r
m
a
n
d
d
e
c
r
e
a
s
e
i
n
a
l
l
o
t
h
e
r
e
v
e
n
t
s
.
T
h
e
t
o
t
a
l
d
i
s
c
h
a
r
g
e
t
o
t
h
e
i
n
l
e
t
o
n
C
a
r
r
o
l
l
A
v
e
is
d
e
c
r
e
a
s
e
d
i
n
a
l
l
s
t
o
r
m
e
v
e
n
t
s
.
2
2
2 0 9 /14/2020
STONE COMPOSITION
SHINGLE ROOFING
CAST STONE PAINTED
BRICK
STANDING SEAM
METAL ROOFING
15
'
-
8
1
/
8
"
18
'
-
9
3
/
4
"
9'
-
1
3
/
8
"
NE
W
E
A
V
E
14
'
-
1
0
1
/
8
"
NE
W
E
A
V
E
11
'
-
8
"
18
'
-
9
1
/
2
"
COMPOSITION
SHINGLE ROOFING
CAST STONESTONE
STANDING SEAM
METAL ROOFING
PAINTED BRICK
NE
W
E
A
V
E
15
'
-
8
1
/
8
"
NE
W
E
A
V
E
11
'
-
8
"
NE
W
E
A
V
E
15
'
-
8
1
/
8
"
NE
W
P
E
A
K
18
'
-
9
3
/
4
"
9'
-
1
3
/
8
"
10
'
-
0
7
/
8
"
NE
W
P
E
A
K
18
'
-
8
1
/
4
"
11
'
-
4
1
/
2
"
98'-0"
4'
-
6
"
5'
-
6
"
31'-0"7'-0"17'-2 3/4"18'-11 3/4"23'-9 1/2"
1'
-
6
"
2'
-
6
"
10
'
-
0
"
125'-0"
32'-6"11'-0"38'-0"11'-0"32'-6"
12
'
-
6
"
10
'
-
0
"
8'
-
7
1
/
2
"
2'
-
2
1
/
2
"
1'
-
8
"
1'-8"
5'-3 1/2"24'-1"5'-3 1/2"
1'-8"
8'
-
6
"
2'
-
4
"
1'
-
8
"
12
'
-
6
"
10
'
-
0
"
Sheet:
C
669 Airport Freeway, Suite 101
Hurst, Texas 76053
Phone 817-510-6730
www.DLArchitecture.net
Daniels & Lovelady
A r c h i t e c t u r e
Issue Date:
Job Number:
Revisions:
Daniels & Lovelady Architecture
SP-1 FOR
750
N CARROLL
AVE
Southlake, Texas
20043
9-16-2020
EL1
2020 1/8" = 1'-0"EL1
1 EAST ELEVATION
1/8" = 1'-0"EL1
2 SOUTH ELEVATION
EL1
3 SOUTHEAST VIEW
CASE NO:
ZA20-0048
PAINTED BRICK COMPOSITION
SHINGLE ROOFING
CAST STONE STONE
STANDING SEAM
METAL ROOFING
NE
W
E
A
V
E
14
'
-
1
0
1
/
8
"
NE
W
P
E
A
K
18
'
-
8
1
/
4
"
NE
W
E
A
V
E
11
'
-
8
"
NE
W
E
A
V
E
15
'
-
8
1
/
8
"
NE
W
P
E
A
K
18
'
-
9
3
/
4
"
7'
-
3
"
STONE COMPOSITION
SHINGLE ROOFING
CAST STONE PAINTED
BRICK
STANDING SEAM
METAL ROOFING
7'
-
3
"
NE
W
E
A
V
E
14
'
-
9
3
/
4
"
15
'
-
8
1
/
8
"
18
'
-
8
1
/
4
"
9'
-
1
3
/
8
"
NE
W
E
A
V
E
11
'
-
8
"
NE
W
E
A
V
E
11
'
-
8
"
NE
W
E
A
V
E
14
'
-
1
0
1
/
8
"
NE
W
P
E
A
K
18
'
-
8
1
/
4
"
NE
W
P
E
A
K
18
'
-
8
1
/
4
"
34'-0"15'-0"34'-0"15'-0"
14
'
-
8
"
16
'
-
2
"
16
'
-
2
"
14
'
-
8
"
1'
-
6
"
34'-0"
132'-0"
4'
-
6
"
5'
-
6
"
10
'
-
0
"
31'-0"7'-0"17'-2 3/4"18'-11 3/4"23'-9 1/2"
98'-0"
2'
-
6
"
1'
-
6
"
Sheet:
C
669 Airport Freeway, Suite 101
Hurst, Texas 76053
Phone 817-510-6730
www.DLArchitecture.net
Daniels & Lovelady
A r c h i t e c t u r e
Issue Date:
Job Number:
Revisions:
Daniels & Lovelady Architecture
SP-1 FOR
750
N CARROLL
AVE
Southlake, Texas
20043
9-16-2020
EL2
2020 1/8" = 1'-0"EL2
1 NORTH ELEVATION
1/8" = 1'-0"EL2
2 WEST ELEVATION
EL2
3 SOUTHWEST VIEW
CASE NO:
ZA20-0048
Sheet:
Job Number:20043
Issue Date:
Revisions:
9-16-2020
2020 Daniels & Lovelady Architecture
669 Airport Freeway, Suite 101
Hurst, Texas 76053
Phone 817-510-6730
www.DLArchitecture.net
Daniels & Lovelady
A r c h i t e c t u r e
CASE NO:
ZA20-0048
www.DLArchitecture.net
C
A
S
E
N
O
:
Z
A
2
0
-
0
0
4
8
C
A
S
E
N
O
:
Z
A
2
0
-
0
0
4
8