Item 5 - PlansKI
R
K
W
O
O
D
B
O
U
L
E
V
A
R
D
STATE HIGHWAY 114
EX-PL EX-PL∆
∆
∆
405'
P
O
R
T
E
C
O
C
H
E
R
E
LOT 1
105,587 SF
(±2.422 AC)
FFE = 589.00
BLDG = 16,055 SF
LOT 2
51,029 SF
(±1.169 AC)
FFE = 596.00
BLDG = 5,000 SF
LOT 3
50,465 SF
(±1.160 AC)
FFE = 596.00
BLDG = 5,000 SF
LOT 4
37,979 SF
(±.873 AC)
FFE = 588.00
BLDG = 5,000 SF
FIRE
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FIR
E
L
A
N
E
FIR
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRELA
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRELA
N
E
F
I
R
E
L
A
N
E
FIR
E
L
A
N
E
∆
S
5
6
°
0
0
'
4
0
"
W
8
2
.
6
5
'
S
3
8
°
5
1
'
1
0
"
W
1
2
4
.
6
7
'
N51° 0
8
'
5
0
"
W
162.01
'
N51° 0
8
'
5
0
"
W
99.15'
N
0
8
°
0
9
'
3
0
"
E
9
8
.
6
8
'
N81
°
5
0
'
4
0
"
W
43.
8
7
'
S7
1
°
1
2
'
2
0
"
W
21
7
.
8
6
'
N
0
8
°
0
9
'
3
0
"
E
1
3
7
.
6
5
'
N7
1
°
4
9
'
3
0
"
E
33
.
1
0
'
N15°
1
5
'
1
0
"
W
59.60'
EX
-
1
2
'
'
W
EX
-
1
2
'
'
W
EX
-
1
2
'
'
W
EX
-
1
2
'
'
W
FH
FH
FH
FH
SS
SS
SST
T
T
T
P
P
FH
FH
FH
FH
SS
SS
SS
17
11
5
3
EFFECTIVE 500
YEAR FLOOD PLAIN
EFFECTIVE 100
YEAR FLOOD PLAIN
AND NATURAL
STREAM BUFFER
RETAINING WALL
DOUBLE TRASH
ENCLOSURE
10'X50'
LOADING ZONE
25' BUILDING SETBACK
12
13
12
11
12
9
3
10
2
10L
5
8
8
8
8
5
8
6L
17L
9L
ROW DEDICATION
.38 AC (16,553 SF)
R30'
R54'
R30'
R30'
R31'
R30'
R30'
R54'
R112'
R87'
R30'
R54'
R30'
R30'
R30'
R30'
R54'
R30'
R30'
R30'
2
4
'
F
I
R
E
L
A
N
E
E
A
S
'
M
T
2
4
'
F
I
R
E
L
A
N
E
E
A
S
'
M
T
NEXT DRIVE DOVE ROA
D
RETAINING WALL
SHARED TRASH
ENCLOSURE
(LOTS 2 & 3)
231'
445'
TRASH
ENCLOSURE
25' TYPE 'J' BUFFER YARD
1
2
'
M
I
N
.
B
T
O
B
(
T
Y
P
.
)
10' TYPE 'B' BUFFER YARD
10' TYPE 'B' BUFFER YARD
47'
S
T
A
C
K
I
N
G
DE
P
T
H
47' S
T
A
C
K
I
N
G
DEP
T
H
7
5
'
S
T
A
C
K
I
N
G
D
E
P
T
H
30' BUILDING SETBACK
16L
18U
9U
17U
7U
13U
5L
LEGEND
C
DRAWN BY:
SHEET:
JOB NUMBER:
CHECKED BY:
DESIGNED BY:
Copyright 2018, Adams
DATE:
RE
V
I
S
I
O
N
S
DA
T
E
T h i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . (A d a m s ) a s a n i n s t r u m e n t o f
s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y
t h e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f
o r t h e p u r p o s e o f
c o n s t r u c t i n g o r
i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g
(w
i
t
h
o
u
t
l
i
m
i
t
a
t
i
o
n
)
a
n
y
r
e
p
r
o
d
u
c
t
i
o
n
o
r
a
l
t
e
r
a
t
i
o
n
,
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
,
a
n
d
t
h
e
u
s
e
r
s
h
a
l
l
h
o
l
d
h a r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e .
C
Co
p
y
r
i
g
h
t
20
1
8
,
A
d
a
m
s
89
5
1
C
y
p
r
e
s
s
W
a
t
e
r
s
B
l
v
d
,
S
t
e
.
1
5
0
■
D
a
l
l
a
s
,
T
e
x
a
s
7
5
0
1
9
■
(
8
1
7
)
3
2
8
-
3
2
0
0
MAY 2018
SO
U
T
H
W
E
S
T
M
E
A
D
O
W
S
SO
U
T
H
L
A
K
E
,
T
E
X
A
S
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF INTERIM REVIEW,
AGENCY APPROVAL, AND COMMENT
UNDER THE AUTHORITY OF
G. ROBERT ADAMS, P.E.
REGISTRATION No. 86184, ON 05/31/18
THIS DOCUMENT IS NOT
TO BE USED FOR
CONSTRUCTION PURPOSES
TBPE Registration #: F-1002
CO
N
C
E
P
T
P
L
A
N
S3.0
GRA
FI
L
E
N
A
M
E
:
S3
.
0
C
O
N
C
E
P
T
P
L
A
N
.
d
w
g
PL
O
T
T
E
D
B
Y
:
Mi
k
e
P
e
t
e
r
s
o
n
PL
O
T
T
E
D
O
N
:
Th
u
r
s
d
a
y
,
M
a
y
3
1
,
2
0
1
8
PL
O
T
T
E
D
A
T
:
12
:
4
4
:
3
4
P
M
PL
O
T
T
E
D
W
I
T
H
:
PD
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
FU
L
L
P
A
T
H
:
I:
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
2
9
W
i
l
k
s
D
e
v
e
l
o
p
m
e
n
t
-
K
i
r
k
w
o
o
d
S
o
u
t
h
l
a
k
e
H
o
t
e
l
\
D
r
a
w
i
n
g
s
\
0
3
-
p
r
o
d
u
c
t
i
o
n
I:
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
2
9
W
i
l
k
s
D
e
v
e
l
o
p
m
e
n
t
-
K
i
r
k
w
o
o
d
S
o
u
t
h
l
a
k
e
H
o
t
e
l
\
D
r
a
w
i
n
g
s
\
0
3
-
p
r
o
d
u
c
t
i
o
n
\
S
3
.
0
C
O
N
C
E
P
T
P
L
A
N
2017.129
DWL
LMG
CASE NO: ZA18-006
CIVIL ENGINEER :
ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS
8951 CYPRESS WATER BLVD. SUITE 150
DALLAS, TX 75019
CONTACT: ROBERT ADAMS, P.E.
PHONE: (817) 328-3200
EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM
OWNER/DEVELOPER
WILKS SOUTHLAKE DEVELOPMENT, LLC
17018 I-20.
CISCO, TX 76437
CONTACT: JOSH WILKS
PHONE: 254-488-0600
EMAIL: JOSH.WILKS@WILKSDEVELOPMENT.COM
APPLICANT / ARCHITECT :
HODGES ASSOCIATES
13642 OMEGA
DALLAS, TX 75244
CONTACT: CHARLES HODGES, AIA
PHONE: 972-387-1000
EMAIL: CHODGES@HODGESUSA.COM
NTS
SITE MAP
PROJECT
LOCATION
LOT 1R1R2, BLOCK 1
SABRE GROUP CAMPUS ADDITION
AN ADDITION TO THE CITY OF SOUTHLAKE,
ACCORDING TO THE PLAT RECORDED IN
THE COUNTY CLERK'S DOCUMENT NUMBER
D215221562, PLAT RECORDS, TARRANT
COUNTY, TXPRELIMINARY
FOR REVIEW PURPOSES ONLY
PROPOSED FACE AND
BACK OF CURB
PROPOSED VEHICULAR
PAVEMENT
PROPOSED SIDEWALK
OPEN SPACE
PROPOSED RETAINING
WALL
PROPOSED FIRE
HYDRANT
PROPOSED SANITARY
MANHOLE
PROPOSED CURB INLET
PARKING COUNT
ACCESSIBLE ROUTE
PERMISSIBLE BUILDING
AREA
BACK OF CURB
TO BACK OF CURB
BUILDING SETBACK LINE
BUFFERYARD
FH
S
S
1
ARTICLE V11 - PARK AND RECREATION
DEDICATION REQUIREMENTS.
SECTION 7.03-2 LAND DEDICATION
REQUIREMENTS
Non-Residential Developments: Although
non-residential development does not generate
residential occupancies per se, it does create
environmental impacts which may negatively affect the
living environment of the community. These impacts
may be ameliorated or eliminated by providing park or
open space areas which buffer adjoining land uses,
prevent undue concentration of paved areas, allow for
the reasonable dissipation of automotive exhaust
fumes, provide natural buffers to the spread of fire or
explosion, and provide separation of lighting, waste
disposal, and noise by-products of non-residential
operations and activities from adjacent residential
areas. The City has therefore determined that
non-residential developments must provide
dedicated parks and/or reserved open space at a ratio
of one (1) acre of park land for every fifty (50)
non-residential gross acres of development or prorated
portion thereof.
GRAPHIC SCALE
FEET08040
1"=40'
PEDESTRIAN ACCESS ROUTE AS SHOWN
ALONG 6' WIDE SIDEWALKS
PEDESTRIAN ACCESS
B TO B
*PARKING WILL BE MET PER THE "S-P-2" REGULATIONS FOR THE SITE AS A WHOLE AND NOT ON A LOT
BY LOT BASIS
LANDSCAPE REQUIREMENT
FOR THE CITY OF SOUTHLAKE
Site Data Summary Lot 1 Lot 2 Lot 3 Lot 4 Total
Existing Zoning NRPUD NRPUD NRPUD NRPUD NRPUD
Proposed Zoning SP-2 SP-3 SP-4 SP-5 SP-6
Land Use Designation MIXED USE MIXED USE MIXED USE MIXED USE MIXED USE
Gross Acreage 2.424 1.201 1.338 1.044 6.007
ROW Dedication -0.03 0.179 0.172 0.38
Net Acreage 2.424 1.171 1.159 0.872 5.626
Number of Proposed Lots 1 1 1 1 4
Percentage of Site Coverage 15.21%9.80%9.90%13.16%12.67%
Area of Open Space (Acres)0.682 0.581 0.422 0.259 1.944
Percentage of Open Space 28.14%49.62%36.41%29.70%34.91%
Area of Impervious Coverage (Acres)1.742 0.59 0.737 0.613 3.682
Percentage of Impervious Coverage 71.86%50.38%63.59%70.30%65.09%
Proposed Building Area (Foot Print in Sq. Ft.) P.B.A.16,055 5,000 5,000 5,000 31,055
Number of Stories 5 1 1 1
Maximum Building Height 60'35'35'35'-
Proposed Floor Area (Square Feet)80,700 5000 5000 5000 95,700
Proposed Floor Area by Use (Square Feet)
Hotel (Square Feet)77,200 0 0 0 77,200
Restaurant (Square Feet)3,500 5,000 5,000 5,000 18,500
Required Parking (Per S-P-2 Regulations)138 50 50 50 288
Provided Parking
Standard (9'X18')115 30 45 95 285
ADA Accessible 6 4 0 2 12
Total 121 34 45 97 297
Required Loading Spaces
10' x 25'-----
10' x 50'1 ---1
Provided Loading Spaces
10' x 25'-----
10' x 50'1 ---1
Start Construction Month/Year Oct-2018 Feb-2019 Jan-2020 Sep-2020 Jun-2018
End Construction Month/Year Jun-2019 Sep-2019 Aug-2020 May-2021 May-2021
CO
N
C
E
P
T
P
L
A
N
DA
T
A
S
H
E
E
T
S3.1
GRA
FI
L
E
N
A
M
E
:
S3
.
0
C
O
N
C
E
P
T
P
L
A
N
.
d
w
g
PL
O
T
T
E
D
B
Y
:
Mi
k
e
P
e
t
e
r
s
o
n
PL
O
T
T
E
D
O
N
:
Th
u
r
s
d
a
y
,
M
a
y
3
1
,
2
0
1
8
PL
O
T
T
E
D
A
T
:
11
:
0
6
:
3
1
A
M
PL
O
T
T
E
D
W
I
T
H
:
PD
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
FU
L
L
P
A
T
H
:
I:
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
2
9
W
i
l
k
s
D
e
v
e
l
o
p
m
e
n
t
-
K
i
r
k
w
o
o
d
S
o
u
t
h
l
a
k
e
H
o
t
e
l
\
D
r
a
w
i
n
g
s
\
0
3
-
p
r
o
d
u
c
t
i
o
n
I:
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
2
9
W
i
l
k
s
D
e
v
e
l
o
p
m
e
n
t
-
K
i
r
k
w
o
o
d
S
o
u
t
h
l
a
k
e
H
o
t
e
l
\
D
r
a
w
i
n
g
s
\
0
3
-
p
r
o
d
u
c
t
i
o
n
\
S
3
.
0
C
O
N
C
E
P
T
P
L
A
N
2017.129
DWL
LMG
C
DRAWN BY:
SHEET:
JOB NUMBER:
CHECKED BY:
DESIGNED BY:
Copyright 2018, Adams
DATE:
RE
V
I
S
I
O
N
S
DA
T
E
T h i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . (A d a m s ) a s a n i n s t r u m e n t o f
s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y
t h e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f
o r t h e p u r p o s e o f
c o n s t r u c t i n g o r
i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g
(w
i
t
h
o
u
t
l
i
m
i
t
a
t
i
o
n
)
a
n
y
r
e
p
r
o
d
u
c
t
i
o
n
o
r
a
l
t
e
r
a
t
i
o
n
,
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
,
a
n
d
t
h
e
u
s
e
r
s
h
a
l
l
h
o
l
d
h a r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e .
C
Co
p
y
r
i
g
h
t
20
1
8
,
A
d
a
m
s
89
5
1
C
y
p
r
e
s
s
W
a
t
e
r
s
B
l
v
d
,
S
t
e
.
1
5
0
■
D
a
l
l
a
s
,
T
e
x
a
s
7
5
0
1
9
■
(
8
1
7
)
3
2
8
-
3
2
0
0
MAY 2018
SO
U
T
H
W
E
S
T
M
E
A
D
O
W
S
SO
U
T
H
L
A
K
E
,
T
E
X
A
S
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF INTERIM REVIEW,
AGENCY APPROVAL, AND COMMENT
UNDER THE AUTHORITY OF
G. ROBERT ADAMS, P.E.
REGISTRATION No. 86184, ON 05/31/18
THIS DOCUMENT IS NOT
TO BE USED FOR
CONSTRUCTION PURPOSES
TBPE Registration #: F-1002
CIVIL ENGINEER :
ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS
8951 CYPRESS WATER BLVD. SUITE 150
DALLAS, TX 75019
CONTACT: ROBERT ADAMS, P.E.
PHONE: (817) 328-3200
EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM
OWNER/DEVELOPER
WILKS SOUTHLAKE DEVELOPMENT, LLC
17018 I-20.
CISCO, TX 76437
CONTACT: JOSH WILKS
PHONE: 254-488-0600
EMAIL: JOSH.WILKS@WILKSDEVELOPMENT.COM
APPLICANT / ARCHITECT :
HODGES ASSOCIATES
13642 OMEGA
DALLAS, TX 75244
CONTACT: CHARLES HODGES, AIA
PHONE: 972-387-1000
EMAIL: CHODGES@HODGESUSA.COM
CASE NO: ZA18-006
LOT 1R1R2, BLOCK 1
SABRE GROUP CAMPUS ADDITION
AN ADDITION TO THE CITY OF SOUTHLAKE,
ACCORDING TO THE PLAT RECORDED IN
THE COUNTY CLERK'S DOCUMENT NUMBER
D215221562, PLAT RECORDS, TARRANT
COUNTY, TX
PRELIMINARY
FOR REVIEW PURPOSES ONLY
K
I
R
K
W
O
O
D
B
O
U
L
E
V
A
R
D
STA
T
E
H
I
G
H
W
A
Y
1
1
4
EX-
P
L
∆
PORTE
COCHERE
FIR
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRE
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FIRELANE
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FIRELA
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRE
L
A
N
E
FIRE
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRE
L
A
N
E
FIRE
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FIRELA
N
E
F
I
R
E
L
A
N
E
∆
S
5
6
°
0
0
'
4
0
"
W
8
2
.
6
5
'
S3
8
°
5
1
'
1
0
"
W
12
4
.
6
7
'
N5
1
°
0
8
'
5
0
"
W
16
2
.
0
1
'
N5
1
°
0
8
'
5
0
"
W
99
.
1
5
'
N08° 09' 30"E
98.68'
N8
1
°
5
0
'
4
0
"
W
43
.
8
7
'
S
7
1
°
1
2
'
2
0
"
W
2
1
7
.
8
6
'
N08° 09' 30"E
137.65'
N
7
1
°
4
9
'
3
0
"
E
3
3
.
1
0
'
N15° 1
5
'
1
0
"
W
59.60
'
FH
FH
FH
SS
SS
SS
T
T
T
P
P
FH
FH
SS
SS
SS
17
11
5
RET
A
I
N
I
N
G
W
A
L
L
DOUBLE TRASH
ENCLOSURE
10'X50'
LOADING ZONE
8 8
3
8
10
2
8
6U
6L
ROW
D
E
D
I
C
A
T
I
O
N
.38
A
C
(
1
6
,
5
5
3
S
F
)
R30'
R54'
R30'
R30'
R31'
R30'
R30'
R54'
R112'
R87'
R30'
R54'
R30'
R30'
R30'
R30'
R54'
R30'
R30'
R30'
24' FIRE LANE EAS'MT
24'
F
I
R
E
L
A
N
E
E
A
S
'
M
T
TRA
S
H
ENC
L
O
S
U
R
E
25' TYPE 'J' BUFFER YARD
12' MIN.
B TO B (TYP.)
10' TYPE 'B'
BUFFER YARD
10' TYPE 'B'
BUFFER YARD
LOT 1
105,587 SF
(±2.422 AC)
FFE = 589.00
BLDG = 16,055 SF
1
1 1
2
PROPOSED
4' WIDE
SIDE WALK
3
3
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
5' WIDE
SIDEWALK
2
22
4L
5L
7U
1L
1U
3
8
2
2
LOT
2
51,0
2
9
S
F
(±1
.
1
6
9
A
C
)
FFE
=
5
9
6
.
0
0
BLD
G
=
P
.
B
.
A
.
6
,
7
0
0
S
F
LOT
3
50,4
6
5
S
F
(±1
.
1
6
0
A
C
)
FFE
=
5
9
6
.
0
0
BLD
G
=
P
.
B
.
A
.
6
,
0
0
0
S
F
LOT
4
37,9
7
9
S
F
(±.8
7
3
A
C
)
FFE
=
5
8
8
.
0
0
BLD
G
=
P
.
B
.
A
.
6
,
0
0
0
S
F
F
I
R
E
L
A
N
E
FIRELANE
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
LOT 1
STA
T
E
H
I
G
H
W
A
Y
1
1
4
∆
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FIRELA
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRE
L
A
N
E
FIRE
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRE
L
A
N
E
FIRE
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FIRELA
N
E
F
I
R
E
L
A
N
E
S
5
6
°
0
0
'
4
0
"
W
8
2
.
6
5
'
S3
8
°
5
1
'
1
0
"
W
12
4
.
6
7
'
N5
1
°
0
8
'
5
0
"
W
99
.
1
5
'
N08° 09' 30"E
98.68'
N8
1
°
5
0
'
4
0
"
W
43
.
8
7
'
N08° 09' 30"E
137.65'
N
7
1
°
4
9
'
3
0
"
E
3
3
.
1
0
'
N15°
1
5
'
1
0
"
W
59.60
'
SS
SS
P
SS
SS
8 8
3
8
8
R30'
R31'
R30'
R30'
R112'
R87'
R30'
R54'
R30'
R30'
R30'
R54'
24'
F
I
R
E
L
A
N
E
E
A
S
'
M
T
PROPOSED
4' WIDE
SIDE WALK
8
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
S
5
6
°
0
0
'
4
0
"
W
8
2
.
6
5
'
S3
8
°
5
1
'
1
0
"
W
12
4
.
6
7
'
N5
1
°
0
8
'
5
0
"
W
16
2
.
0
1
'
SS
T
FH
6U
R30'
R30'
R54'
TRA
S
H
ENC
L
O
S
U
R
E
25' TYPE 'J' BUFFER YARD
3
PROPOSED
FIRE HYDRANT
4L
LEGEND
C
DRAWN BY:
SHEET:
JOB NUMBER:
CHECKED BY:
DESIGNED BY:
Copyright 2018, Adams
DATE:
RE
V
I
S
I
O
N
S
DA
T
E
T h i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . (A d a m s ) a s a n i n s t r u m e n t o f
s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y
t h e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f
o r t h e p u r p o s e o f
c o n s t r u c t i n g o r
i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g
(w
i
t
h
o
u
t
l
i
m
i
t
a
t
i
o
n
)
a
n
y
r
e
p
r
o
d
u
c
t
i
o
n
o
r
a
l
t
e
r
a
t
i
o
n
,
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
,
a
n
d
t
h
e
u
s
e
r
s
h
a
l
l
h
o
l
d
h a r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e .
C
Co
p
y
r
i
g
h
t
20
1
8
,
A
d
a
m
s
89
5
1
C
y
p
r
e
s
s
W
a
t
e
r
s
B
l
v
d
,
S
t
e
.
1
5
0
■
D
a
l
l
a
s
,
T
e
x
a
s
7
5
0
1
9
■
(
8
1
7
)
3
2
8
-
3
2
0
0
MAY 2018
SO
U
T
H
W
E
S
T
M
E
A
D
O
W
S
SO
U
T
H
L
A
K
E
,
T
E
X
A
S
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF INTERIM REVIEW,
AGENCY APPROVAL, AND COMMENT
UNDER THE AUTHORITY OF
G. ROBERT ADAMS, P.E.
REGISTRATION No. 86184, ON 05/31/18
THIS DOCUMENT IS NOT
TO BE USED FOR
CONSTRUCTION PURPOSES
TBPE Registration #: F-1002
SI
T
E
P
L
A
N
LO
T
1
S3.2
GRA
FI
L
E
N
A
M
E
:
S3
.
1
S
I
T
E
P
L
A
N
L
O
T
1
.
d
w
g
PL
O
T
T
E
D
B
Y
:
Mi
k
e
P
e
t
e
r
s
o
n
PL
O
T
T
E
D
O
N
:
Th
u
r
s
d
a
y
,
M
a
y
3
1
,
2
0
1
8
PL
O
T
T
E
D
A
T
:
10
:
5
4
:
4
8
A
M
PL
O
T
T
E
D
W
I
T
H
:
PD
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
FU
L
L
P
A
T
H
:
I:
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
2
9
W
i
l
k
s
D
e
v
e
l
o
p
m
e
n
t
-
K
i
r
k
w
o
o
d
S
o
u
t
h
l
a
k
e
H
o
t
e
l
\
D
r
a
w
i
n
g
s
\
0
3
-
P
r
o
d
u
c
t
i
o
n
I:
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
2
9
W
i
l
k
s
D
e
v
e
l
o
p
m
e
n
t
-
K
i
r
k
w
o
o
d
S
o
u
t
h
l
a
k
e
H
o
t
e
l
\
D
r
a
w
i
n
g
s
\
0
3
-
P
r
o
d
u
c
t
i
o
n
\
S
3
.
1
S
I
T
E
P
L
A
N
L
O
T
1
2017.129
DWL
LMG
CASE NO: ZA18-006
LOT 1R1R2, BLOCK 1
SABRE GROUP CAMPUS ADDITION
AN ADDITION TO THE CITY OF SOUTHLAKE,
ACCORDING TO THE PLAT RECORDED IN
THE COUNTY CLERK'S DOCUMENT NUMBER
D215221562, PLAT RECORDS, TARRANT
COUNTY, TX
PRELIMINARY
FOR REVIEW PURPOSES ONLY
PROPOSED FACE AND
BACK OF CURB
PROPOSED VEHICULAR
PAVEMENT
PROPOSED SIDEWALK
OPEN SPACE
PROPOSED RETAINING
WALL
PROPOSED FIRE
HYDRANT
PROPOSED SANITARY
MANHOLE
PROPOSED CURB INLET
PARKING COUNT
ACCESSIBLE ROUTE
PERMISSIBLE BUILDING
AREA
BACK OF CURB
TO BACK OF CURB
FH
S
S
1
GRAPHIC SCALE
FEET06030
1"=30'
P.B.A
B TO B
TYPICAL ACCESSIBLE PARKING
SPACES SEE PAVING DETAILS
(TYP)
INSTALL BARRIER FREE RAMP
(BFR) REFER TO PAVING
DETAILS. (TYP)
1
2
3 PROPOSED CURB INLET, GRATE
INLET, OR VANE DRAIN
(REF DRAINAGE PLAN)
SYMBOL KEY
SITE PLAN KEY MAP
CIVIL ENGINEER :
ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS
8951 CYPRESS WATER BLVD. SUITE 150
DALLAS, TX 75019
CONTACT: ROBERT ADAMS, P.E.
PHONE: (817) 328-3200
EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM
OWNER/DEVELOPER
WILKS SOUTHLAKE DEVELOPMENT, LLC
17018 I-20.
CISCO, TX 76437
CONTACT: JOSH WILKS
PHONE: 254-488-0600
EMAIL: JOSH.WILKS@WILKSDEVELOPMENT.COM
APPLICANT / ARCHITECT :
HODGES ASSOCIATES
13642 OMEGA
DALLAS, TX 75244
CONTACT: CHARLES HODGES, AIA
PHONE: 972-387-1000
EMAIL: CHODGES@HODGESUSA.COM
*PARKING WILL BE MET PER THE "S-P-2" REGULATIONS FOR THE SITE AS A
WHOLE AND NOT ON A LOT BY LOT BASIS
!!!CAUTION!!!
EXISTING OVERHEAD & UNDERGROUND UTILITIES IN THE VICINITY.
VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES
BY VACUUM EXCAVATION OR OTHER POTHOLING TECHNIQUES.
Know what's below.
before you dig.Call
R
THESE PLANS ARE SUBJECT TO REVIEW &
APPROVAL BY JURISDICTIONAL ENTITIES.
Site Data Summary Lot 1
Existing Zoning NRPUD
Proposed Zoning SP-2
Land Use Designation MIXED USE
Gross Acreage 2.424
ROW Dedication -
Net Acreage 2.424
Number of Proposed Lots 1
Percentage of Site Coverage 15.21%
Area of Open Space (Acres)0.682
Percentage of Open Space 28.14%
Area of Impervious Coverage (Acres)1.742
Percentage of Impervious Coverage 71.86%
Proposed Building Area (Foot Print in Sq. Ft.) P.B.A.16,055
Number of Stories 5
Maximum Building Height 60'
Proposed Floor Area (Square Feet)80,700
Proposed Floor Area by Use (Square Feet)
Hotel (Square Feet)77,200
Restaurant (Square Feet)3,500
Required Parking (Per S-P-2 Regulations)138
Provided Parking
Standard (9'X18')115
ADA Accessible 6
Total 121
Required Loading Spaces
10' x 25'-
10' x 50'1
Provided Loading Spaces
10' x 25'-
10' x 50'1
Start Construction Month/Year Oct-2018
End Construction Month/Year Jun-2019
LOT 1
LOT
2
51,0
2
9
S
F
(±1.
1
6
9
A
C
)
FFE
=
5
9
6
.
0
0
BLD
G
=
P
.
B
.
A
.
6
,
7
0
0
S
F
LOT
3
50,4
6
5
S
F
(±1.
1
6
0
A
C
)
FFE
=
5
9
6
.
0
0
BLD
G
=
P
.
B
.
A
.
6
,
0
0
0
S
F
LOT
4
37,9
7
9
S
F
(±.8
7
3
A
C
)
FFE
=
5
8
8
.
0
0
BLD
G
=
P
.
B
.
A
.
6
,
0
0
0
S
F
F
I
R
E
L
A
N
E
FIRELANE
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
LOT
4
37,9
7
9
S
F
(±.8
7
3
A
C
)
FFE
=
5
8
8
.
0
0
BLD
G
=
5
,
0
0
0
S
F
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
S28
°
0
7
'
0
9
"
W
119.
4
9
'
S
5
6
°
0
0
'
4
0
"
W
8
2
.
6
5
'
S3
8
°
5
1
'
1
0
"
W
12
4
.
6
7
'
N5
1
°
0
8
'
5
0
"
W
16
2
.
0
1
'
S3
7
°
0
2
'
5
7
"
W
16
8
.
0
5
'
S
4
6
°
3
3
'
5
5
"
W
1
2
0
.
1
0
'
S28
°
0
7
'
0
9
"
W
119.
4
9
'
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
10' BUFFERYARD
TYPE 'B'
LOT
3
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FIRELAN
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRE
L
A
N
E
FIREL
A
N
E
FIRELANE FIRELA
N
E
FIR
E
L
A
N
E
FIRE
L
A
N
E
F
I
R
E
L
A
N
E
FIRE
L
A
N
E
FIREL
A
N
E
FIRELANE
FI
R
E
L
A
N
E
FIRELAN
E
FIRELANE
U
.
P
.
M
A
R
T
I
N
S
U
R
V
E
Y
A
B
S
T
R
A
C
T
N
O
.
1
0
1
5
STA
T
E
H
I
G
H
W
A
Y
1
1
4
(VA
R
I
A
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
)
=
2
1
°
1
0
'
4
5
"
R
=
1
4
1
9
.
5
0
'
L
=
5
2
4
.
7
1
'
C
H
=
N
7
3
°
1
8
'
2
6
"
E
5
2
1
.
7
3
'
!
D
-
9
4
3
7
-
1
1
2
7
FI
R
E
L
A
N
E
FIRELAN
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRE
L
A
N
E
FIREL
A
N
E
FIRELANE FIRELA
N
E
Z
O
N
E
"
X
"
U
N
S
H
A
D
E
D
1
0
.
d
.
1
0
'
W
A
T
E
R
E
A
S
E
M
E
N
T
C
A
B
I
N
E
T
A
,
S
L
I
D
E
7
2
1
2
P
.
R
.
T
.
C
.
T
.
C
O
N
C
R
E
T
E
P
A
V
I
N
G
C
O
N
C
R
E
T
E
P
A
D
10' BUFFERYARD
TYPE 'B'
PORTE
COCHERE
LOT
1
105
,
5
8
7
S
F
(±2
.
4
2
2
A
C
)
FFE
=
5
8
9
.
0
0
BLD
G
=
1
6
,
0
5
5
S
F
LOT
2
51,0
2
9
S
F
(±1
.
1
6
9
A
C
)
FFE
=
5
9
6
.
0
0
BLD
G
=
5
,
0
0
0
S
F
LOT
3
50,4
6
5
S
F
(±1
.
1
6
0
A
C
)
FFE
=
5
9
6
.
0
0
BLD
G
=
5
,
0
0
0
S
F
LOT
4
37,9
7
9
S
F
(±.8
7
3
A
C
)
FFE
=
5
8
8
.
0
0
BLD
G
=
5
,
0
0
0
S
F
FIR
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIR
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIREL
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FIRELANE
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FIRELAN
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRE
L
A
N
E
FIREL
A
N
E
FIRELANE FIRELA
N
E
FIR
E
L
A
N
E
FIRE
L
A
N
E
F
I
R
E
L
A
N
E
FIRE
L
A
N
E
FIREL
A
N
E
FIRELANE
FI
R
E
L
A
N
E
FIRELAN
E
FIRELANE
S06°06'1
1
"
E
7
1
.
0
5
'
S08°13'29"W 172.54'S06°31'52"W 182.88'
S28
°
0
7
'
0
9
"
W
119.
4
9
'
=
2
1
°
1
0
'
4
5
"
R
=
1
4
1
9
.
5
0
'
L
=
5
2
4
.
7
1
'
C
H
=
N
7
3
°
1
8
'
2
6
"
E
5
2
1
.
7
3
'
K
I
R
K
W
O
O
D
B
O
U
L
E
V
A
R
D
(
1
3
1
'
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
)
C
O
N
C
R
E
T
E
P
A
V
I
N
G
C
.
C
.
D
.
N
O
D
2
1
5
2
3
2
7
5
1
D
.
R
.
T
.
C
.
T
.
STA
T
E
H
I
G
H
W
A
Y
1
1
4
(VA
R
I
A
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
)
CON
C
R
E
T
E
P
A
V
I
N
G
DIRE
C
T
I
O
N
A
L
CON
T
R
O
L
L
I
N
E
N30°
0
8
'
4
9
"
W
232.
6
3
'
S3
7
°
0
2
'
5
7
"
W
16
8
.
0
5
'
S
4
6
°
3
3
'
5
5
"
W
1
2
0
.
1
0
'
S28
°
0
7
'
0
9
"
W
119.
4
9
'
S06°31'52"W 182.88'S08°13'29"W 172.54'
S06°06'1
1
"
E
7
1
.
0
5
'
=
2
1
°
1
0
'
4
5
"
R
=
1
4
1
9
.
5
0
'
L
=
5
2
4
.
7
1
'
C
H
=
N
7
3
°
1
8
'
2
6
"
E
5
2
1
.
7
3
'
EX-P
L
WM
CO
!
!
!
17
8
5
D
-
9
4
3
7
-
1
1
2
7
C
&
B
C
&
B
FI
R
E
L
A
N
E
FIRELAN
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRE
L
A
N
E
FIREL
A
N
E
FIRELANE FIRELA
N
E
1
0
.
d
.
1
0
'
W
A
T
E
R
E
A
S
E
M
E
N
T
C
A
B
I
N
E
T
A
,
S
L
I
D
E
7
2
1
2
P
.
R
.
T
.
C
.
T
.
1
5
'
E
L
E
C
T
R
I
C
E
A
S
E
M
E
N
T
C
A
B
I
N
E
T
A
,
S
L
I
D
E
7
2
1
2
P
.
R
.
T
.
C
.
T
.
C
O
N
C
R
E
T
E
P
A
V
I
N
G
C
O
N
C
R
E
T
E
P
A
D
C
O
N
C
R
E
T
E
P
A
D
10' BUFFERYARD
TYPE 'B'
10' BUFFERYARD
TYPE 'B'
10' BUFFERYARD
TYPE 'B'
10' BUFFERYARD
TYPE 'B'
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF INTERIM REVIEW,
AGENCY APPROVAL, AND COMMENT
UNDER THE AUTHORITY OF
LANDSCAPE ARCHITECT No. 1826, ON ----
THIS DOCUMENT IS NOT
TO BE USED FOR
CONSTRUCTION PURPOSES
BEN R. HENRY, ASLA
SYM.KEY QTY.COMMON NAME
SCIENTIFIC NAME SPREADHEIGHTSIZEROOTO.C.COMMENT
Plant Material List City of Southlake, Texas
Reference Recommended Plant Material List
In Accordance to the Current Edition of The American Standard for Nursery Stock
LA
N
D
S
C
A
P
E
P
L
A
N
LO
T
1
S7.1
FI
L
E
N
A
M
E
:
S7
.
1
L
A
N
D
S
C
A
P
E
P
L
A
N
L
O
T
1
.
d
w
g
PL
O
T
T
E
D
B
Y
:
Ja
m
e
s
K
i
n
d
r
e
d
PL
O
T
T
E
D
O
N
:
Fr
i
d
a
y
,
M
a
r
c
h
1
6
,
2
0
1
8
PL
O
T
T
E
D
A
T
:
11
:
4
6
:
1
1
A
M
PL
O
T
T
E
D
W
I
T
H
:
No
n
e
FU
L
L
P
A
T
H
:
I:
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
2
9
W
i
l
k
s
D
e
v
e
l
o
p
m
e
n
t
-
K
i
r
k
w
o
o
d
S
o
u
t
h
l
a
k
e
H
o
t
e
l
\
D
r
a
w
i
n
g
s
\
0
3
-
P
r
o
d
u
c
t
i
o
n
I
:
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
2
9
W
i
l
k
s
D
e
v
e
l
o
p
m
e
n
t
-
K
i
r
k
w
o
o
d
S
o
u
t
h
l
a
k
e
H
o
t
e
l
\
D
r
a
w
i
n
g
s
\
0
3
-
P
r
o
d
u
c
t
i
o
n
\
S
7
.
1
L
A
N
D
S
C
A
P
E
P
L
A
N
L
O
T
1
BRH
2017-129
JRK
JRK
3.0 LANDSCAPE /IRRIGATION REQUIREMENTS
3.3 INTERIOR LANDSCAPE AREA REQUIREMENTS: The amount of landscape area required on the interior of
the lot (excludes bufferyards) shall be on the square footage of the proposed buildings. The square footage of the
building for the purpose of this ordinance will be the square footage of the first floor or the square footage of the
largest floor, whichever is greater.
a. Calculating Interior Landscape Area: The required landcape area for each zoning shall be based on the
percentage (%) of the floor area as determined above in accordance with the following chart.
ZONING C1, C2, C3, HC = 50% OF FLOOR AREA
b. Planting requirements: The following plants shall be required, at a minimum within the required interior
landscape areas at the ratio indicated.
- 1 Canopy Tree per 500 square feet
- 1 Understory Tree per 250 square feet
- 1 Shrub per 40 square feet
- Ground Cover - 15% of required area
- Seasonal Color - 2% of required area
3.4 PARKING LOT LANDSCAPE REQUIREMENTS: The parking lot landscape area requirements shall be as
follows based on the percentage of parking located between the building façade and the R.O.W.. Any new parking
area added to an existing site shall comply with the requirements herein.
Less than 25% = 15 sq. ft. per parking stall
Each row of parking stalls shall provide the required landscape area, however, it shall be the applicant's right to
place the islands near the buildings, throughout the parking, or at the end of the rows away from the building. The
Landscape Administrator may modify the island requirement for each row in situations where it would appear
beneficial to combine an awkward or hazardous island into a larger island within the parking area. Planter islands
shall have a minimum width of 12' back-to-back if curbed or 13' edge-to-edge if no curb is intended, and shall be
equal to the length of the parking stall. Parking lot landscape areas do count towards the total required interior
landscape area.
a. Existing Trees: The Landscape Administrator may approve variations to the parking lot landscape island
requirements in order to preserve existing trees in interior parking areas. For existing trees the minimum width of
the parking lot landscape island shall be as follows:
Tree Size Min. Island Width Min. Dist. Tree to Curb
6" - 12" DBH = 12' minimum width 4’
Greater than 12" DBH = 18' minimum width 8’
b. Planting Requirements: Each individual parking lot landscape island shall contain a minimum of one (1) canopy
tree with the remaining area in shrubs, ground cover, ornamental grasses, or seasonal color. Parking lot landscape
islands which have light poles for lighting the parking areas may substitute two (2) understory/accent trees for the
required canopy tree. All required landscape areas shall be evenly distributed throughout the entire required
parking lot landscape areas.
LANDSCAPE REQUIREMENTS for the City of Southlake, TX
LANDSCAPE CALCULATIONS for the City of Southlake, TX
REQUIRED
Interior Landscape Area Requirements:First Floor = 16,055 SF x 50% = 8,028 SF
Canopy Trees (1 per 500 SF)8,028 SF / 500 SF = 17 Trees
Understory Trees (1 per 250 SF)8,028 SF / 250 SF = 33 Trees
Shrubs (1 per 40 SF)8,028 SF / 40 SF = 201 Shrubs
Ground Cover (15%)8,028 SF x 15% = 1,205 SF
Seasonal Color (2%)8,028 SF x 2% = 161 SF
LOT 1
PROPOSED SHRUB-296 N/A CONT.--
-N/A CONT.---
PROVIDED
33 Trees
201 Shrubs
1,205 SF
161 SF
17 Trees
8,028 SF
PROPOSED GROUNDCOVER /
SEASONAL COLOR
3 gal.
min.
Shrubs at parking adjacent to public
R.O.W. must be 30" o.c. min.
CASE NO:ZA18-006
LOT 1R1R2, BLOCK 1
SABRE GROUP CAMPUS ADDITION
AN ADDITION TO THE CITY OF SOUTHLAKE,
ACCORDING TO THE PLAT RECORDED IN
THE COUNTY CLERK'S DOCUMENT NUMBER
D215221562, PLAT RECORDS, TARRANT
COUNTY, TX
GRAPHIC SCALE
FEET06030
1"=30'
CANOPY TREES:
UNDERSTORY TREES:
CE Cedar Elm
Ulmus crassifolia N/A 4" cal.14' min.8' min.
LO Live Oak
Quercus virginiana N/A 4" cal.14' min.8' min.
Full Canopy, Healthy, Good Form
Full Canopy, Healthy, Good FormCont.
Cont.
8
7
SO Shumard Oak
Quercus shumardii N/A 4" cal.14' min.8' min.Full Canopy, Healthy, Good Form
Strong Single Leader12Cont.
CP Chinese Pistache
Pistacia chinensis N/A Cont.4" cal.14' min.8' min.Healthy, Good Form
Strong Single Leader6
RB Redbud
Cersis canadensis N/A Cont.2" cal.10' min.5' min.Large Full Canopy, Healthy, Good Form
Single Trunk19
Cont.2" cal.10' min.5' min.Full Canopy, Healthy, Good FormN/ACMCrape Myrtle 'Natchez'
Lagerstroemia indica 'Natchez'Multi-trunk, Upright10
MP Mexican Plum
Prunus mexicana Cont.2" cal.10' min.5' min.Full Canopy, Healthy, Good Form9N/A
Eldarica (Afgan) Pine
Pinus eldarica 2" cal.10' min.5' min.Full Canopy, Healthy, Good Form
Strong Single Leader11EPN/A Cont.
PH Possumhaw Holly
Ilex verticillata Cont.2" cal.10' min.5' min.7 N/A Full Canopy, Healthy, Good Form
9,945
sf
C
DRAWN BY:
SHEET:
JOB NUMBER:
CHECKED BY:
DESIGNED BY:
Copyright 2018, Adams
DATE:
RE
V
I
S
I
O
N
S
DA
T
E
T h i s
d r a w i n g
w a s
p r e p a r e d
b y
A d a m s
C o n s u l t i n g
E n g i n e e r s ,
I n c .
(A d a m s )
a s
a n
i n s t r u m e n t
o f
s e r v i c e ,
a n d
s h a l l
r e m a i n
t h e
p r o p e r t y
o f
A d a m s .
T h e
i n f o r m a t i o n
h e r e o n
s h a l l
b e
u s e d
o n l y
b y
t h e
c l i e n t
t o
w h o m
t h e
s e r v i c e s
a r e
r e n d e r e d
a n d
o n l y
f o r
t h e
p u r p o s e
o f
c o n s t r u c t i n g
o r
i n s t a l l i n g
t h e
w o r k
a s
s h o w n
a t
t h e
d e s i g n a t e d
l o c a t i o n
a n d
s i t e .
A n y
o t h e r
u s e ,
i n c l u d i n g
(w
i
t
h
o
u
t
l
i
m
i
t
a
t
i
o
n
)
a
n
y
r
e
p
r
o
d
u
c
t
i
o
n
o
r
a
l
t
e
r
a
t
i
o
n
,
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
,
a
n
d
t
h
e
u
s
e
r
s
h
a
l
l
h
o
l
d
h a r m l e s s
a n d
i n d e m n i f y
A d a m s
f r o m
a l l
l i a b i l i t i e s
w h i c h
m a y
a r i s e
f r o m
s u c h
u n a u t h o r i z e d
u s e .
C
Co
p
y
r
i
g
h
t
2
0
1
4
,
A
d
a
m
s
89
5
1
C
y
p
r
e
s
s
W
a
t
e
r
s
B
l
v
d
,
S
t
e
.
1
5
0
D
a
l
l
a
s
,
T
e
x
a
s
7
5
0
1
9
(
8
1
7
)
3
2
8
-
3
2
0
0
MAY 2018
SO
U
T
H
W
E
S
T
M
E
A
D
O
W
S
SO
U
T
H
L
A
K
E
,
T
E
X
A
S
CIVIL ENGINEER :
ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS
8951 CYPRESS WATER BLVD. SUITE 150
DALLAS, TX 75019
CONTACT: ROBERT ADAMS, P.E.
PHONE: (817) 328-3200
EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM
OWNER/DEVELOPER
WILKS SOUTHLAKE DEVELOPMENT, LLC
17018 I-20.
CISCO, TX 76437
CONTACT: JOSH WILKS
PHONE: 254-488-0600
EMAIL: JOSH.WILKS@WILKSDEVELOPMENT.COM
APPLICANT / ARCHITECT :
HODGES ASSOCIATES
13642 OMEGA
DALLAS, TX 75244
CONTACT: CHARLES HODGES, AIA
PHONE: 972-387-1000
EMAIL: CHODGES@HODGESUSA.COM
SITE PLAN KEY MAP
PRELIMINARY
FOR REVIEW PURPOSES ONLY
P
O
R
T
E
C
O
C
H
E
R
E
LOT 1
105,587 SF
(±2.422 AC)
FFE = 589.00
BLDG = 16,055 SF
LOT 2
51,029 SF
(±1.169 AC)
FFE = 596.00
BLDG = 5,000 SF
LOT 3
50,465 SF
(±1.160 AC)
FFE = 596.00
BLDG = 5,000 SF
LOT 4
37,979 SF
(±.873 AC)
FFE = 588.00
BLDG = 5,000 SF
FIRE
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FI
R
E
L
A
N
E
FIR
E
L
A
N
E
FIR
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRELA
N
E
FI
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRELA
N
E
FI
R
E
L
A
N
E
FIR
E
L
A
N
E
S0
6
°
0
6
'
1
1
"
E
7
1
.
0
5
'
S
0
8
°
1
3
'
2
9
"
W
1
7
2
.
5
4
'
S
0
6
°
3
1
'
5
2
"
W
1
8
2
.
8
8
'
S
2
8
°
0
7
'
0
9
"
W
1
1
9
.
4
9
'
=2
1
°
1
0
'
4
5
"
R=
1
4
1
9
.
5
0
'
L
=
5
2
4
.
7
1
'
CH
=
N
7
3
°
1
8
'
2
6
"
E
5
2
1
.
7
3
'
HE
L
D
RO
T
A
T
E
D
U
.
P
.
M
A
R
T
I
N
S
U
R
V
E
Y
A
B
S
T
R
A
C
T
N
O
.
1
0
1
5
KI
R
K
W
O
O
D
B
O
U
L
E
V
A
R
D
(1
3
1
'
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
)
CO
N
C
R
E
T
E
P
A
V
I
N
G
C.
C
.
D
.
N
O
D
2
1
5
2
3
2
7
5
1
D.
R
.
T
.
C
.
T
.
STATE HIGHWAY 114
(VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)
CONCRETE PAVING
DIRECTIONAL
CONTROL LINE
=
9
9
°
1
8
'
4
0
"
R
=
9
0
.
0
0
'
L
=
1
5
6
.
0
0
'
C
H
=
N
1
3
°
0
3
'
5
5
"
E
1
3
7
.
1
9
'
=6°26'28"
R=1452.40' L=163.28'
CH=N33°22'03"W 163.19'
N30°08'49"W 232.63'N32°38'51"W 129.99'
S
3
7
°
0
2
'
5
7
"
W
1
6
8
.
0
5
'
S
4
6
°
3
3
'
5
5
"
W
1
2
0
.
1
0
'
S
2
8
°
0
7
'
0
9
"
W
1
1
9
.
4
9
'
S
0
6
°
3
1
'
5
2
"
W
1
8
2
.
8
8
'
S
0
8
°
1
3
'
2
9
"
W
1
7
2
.
5
4
'
S0
6
°
0
6
'
1
1
"
E
7
1
.
0
5
'
=2
1
°
1
0
'
4
5
"
R=
1
4
1
9
.
5
0
'
L
=
5
2
4
.
7
1
'
CH
=
N
7
3
°
1
8
'
2
6
"
E
5
2
1
.
7
3
'
N6
2
°
4
3
'
0
3
"
E
32
.
2
5
'
AP
P
R
O
X
I
M
A
T
E
L
O
C
A
T
I
O
N
O
F
65
L
D
N
A
I
R
P
O
R
T
O
V
E
R
L
A
Y
L
I
N
E
SC
A
L
E
D
F
R
O
M
P
L
A
T
R
E
C
O
R
D
E
D
IN
C
A
B
I
N
E
T
A
,
S
L
I
D
E
1
2
2
1
6
P.R
.
T
.
C
.
T
.
ZO
N
E
"
X
"
S
H
A
D
E
D
ZO
N
E
"
X
"
U
N
S
H
A
D
E
D
ZO
N
E
"
X
"
S
H
A
D
E
D
EX-PL EX-PL
WILKS S
O
U
T
H
L
A
K
E
D
E
V
E
L
O
P
M
E
N
T
,
L
L
C
C.C.D.
N
O
.
D
2
1
3
1
6
8
1
2
1
D.R.T.C.
T
.
LOT 1R
1
R
2
,
B
L
O
C
K
1
SABRE
G
R
O
U
P
C
A
M
P
U
S
A
D
D
I
T
I
O
N
C.C.D.
N
O
.
D
2
1
5
2
2
1
5
6
2
P.R.T.C.
T
.
TD A
M
E
R
I
T
R
A
D
E
S
E
R
V
I
C
E
S
C
O
M
P
A
N
Y
,
I
N
C
.
C.C.D.
N
O
.
D
2
1
5
2
3
5
0
0
1
D.R.T.
C
.
T
.
LOT 1
R
1
R
1
,
B
L
O
C
K
SABR
E
G
R
O
U
P
C
A
M
P
U
S
A
D
D
I
T
I
O
N
C.C.D
.
N
O
.
D
2
1
5
2
2
1
5
6
2
P.R.T.
C
.
T
.
N6
2
°
4
3
'
0
3
"
E
32
.
2
5
'
WM
W
M
WM
104
0
104
1
117
3
117
4
117
5
117
6
117
7
117
8
117
9
118
0
118
1
118
2
118
3
118
4
118
5
119
9
120
0
120
1
120
2
120
3
12
0
4
162
9
163
0
163
1
163
2
163
3
163
4
163
5
163
7
163
8
16
3
9
164
0
1641
164
2
1643
164
4
164
5
164
6
164
7164
8
164
9
165
0
165
1
1
6
5
2
165
3
1655
16
5
6
165
7
16
6
0
1
6
6
1
16
6
2
1
6
6
3
166
4 1665
166
6
16
6
7
16
6
8
16
6
9
167
0
167
1
167
3
167
4 167
5
167
6
167
7
167
9
168
0
168
7
168
8
168
9
169
0
1691
169
2
169
3
169
4
169
5
169
6
169
7
169
8
169
9
170
0
170
1
170
2
170
3
170
7
170
8
170
9
171
0
303
8
304
1
304
3
304
4
304
9
305
1
305
5
305
6
305
7
305
9
3
0
6
0
306
1
306
2
306
3
30
6
4
306
5
306
6
30
6
7
306
8
306
9
3
0
7
0
307
1
307
2
3073
3074
30
7
5
3076
3077
307
8
3079
308
0
3
0
8
1
308
2
30
8
3
308
4
308
6
308
7
308
8
308
9
309
0
309
1
3092
30
9
3
309
4
30
9
5
309
7
30
9
8
309
9
310
0
310
1
310
2
310
3
310
4
310
5
310
6
3107
310
8
31
0
9
3
1
1
0
31
1
1
311
2
3113
3114
311
5
312
2
312
3
312
5
313
0
313
1
172
0
172
1
172
2
172
3
17
2
4
172
5
172
7
172
8
172
9
173
0
173
1
173
2
173
3
173
4
173
5
173
6
173
7173
8
174
0
174
1
174
2
17
4
4
174
5
174
6
174
7
174
8
174
9
175
0
175
1
175
2
175
3
175
4
175
5
175
6
175
7
175
8
175
9
176
0
176
1
176
2
1764
176
5
1766
176
7
17
6
8
17
6
9
177
0
177
1
177
2
177
4
177
7
177
8
177
9
178
0
178
1
178
2
178
3
178
4
178
5
178
6
178
8
1789
17
9
0
313
3
313
4
313
5
313
6
313
7
313
8
313
9
314
0
314
1
314
2
314
3
314
4
314
5
314
6
314
7
314
8
314
9
315
0
315
1
315
2
315
3
315
4
315
5
315
6
316
3
316
4
316
5316
6
317
5
317
6
317
7
317
8
317
9
318
2
318
3
318
8
318
9
319
0
319
1
319
2
319
3
319
4
319
5
319
6
319
7
319
8 319
9
320
0
320
1
32
0
2
320
3
32
0
4
3
2
0
5
3
2
0
6
320
7
CO
SD
SD
!
!!
!
!
!
!
!
!
!
!
!
!
EB
E
B
EB
EB
EB
TVT
TVT
TVT
TVT
D-
9
4
3
7
-
1
1
2
7
C&
B
C&
B
C&
B
C&
B
C&
B
C&
B
AC
C
E
S
S
GR
A
N
T
E
D
AC
C
E
S
S
DE
N
I
E
D
5
8
5
585
5
9
0
59
0
59
5
59
5
6
0
0
60
0
58
1
58
1
582
5
8
3
58
3
5
8
4
58
4
5
8
6
58
6
5
8
7
58
7
5
8
8
588
5
8
9
589
59
1
59
1
59
2
59
2
59
3
59
3
59
4
59
4
59
6
59
6
59
7
59
7
59
8
59
8
5
9
9
59
9
601
60
1
58
0
5
8
5
5
9
0
59
5
578
57
9
58
1
58
2
58
3
5
8
4
5
8
6
5
8
7
5
8
8
5
8
9
5
9
1
5
9
2
5
9
3
5
9
4
59
6
59
7
5
9
8
5
9
9
5
8
0
5
8
5
5
7
9
5
8
1
5
8
2
5
8
3
5
8
4
5
8
6
585
590
595
600
584
586
587
588
589
591
592
593
594
596
597
598
599
601
585
58
1
5
8
1
5
8
2
58
2
582
58
3
584
58
0
580
585
5
9
0
5
9
5
600
57
6
576
57
7
577
57
8
578
57
9
579
58
1
581
582
58
2
583
58
3
584
5
8
4
5
8
6
5
8
7
58
8
58
9
5
9
1
5
9
2
5
9
3
594
59
6
59
7
598
599
601
585
58
5
581
582
583
584
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
F
I
R
E
L
A
N
E
FIRELA
N
E
FI
R
E
L
A
N
E
UN
D
E
R
G
R
O
U
N
D
GA
S
L
I
N
E
10
.
d
.
10
'
W
A
T
E
R
E
A
S
E
M
E
N
T
CA
B
I
N
E
T
A
,
S
L
I
D
E
7
2
1
2
P.R
.
T
.
C
.
T
.
10
.
d
.
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
CA
B
I
N
E
T
A
,
S
L
I
D
E
7
2
1
2
P.R
.
T
.
C
.
T
.
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10
.
g
.
OV
E
R
F
L
O
W
E
A
S
E
M
E
N
T
TR
A
C
T
N
O
.
C
-
2
5
6
A
VO
L
U
M
E
4
5
5
8
,
P
A
G
E
5
0
5
D.R
.
T
.
C
.
T
.
SA
B
R
E
G
R
O
U
P
C
A
M
P
U
S
CA
B
I
N
E
T
A
,
S
L
I
D
E
7
2
1
2
P.R
.
T
.
C
.
T
.
10
.
d
.
15
'
E
L
E
C
T
R
I
C
E
A
S
E
M
E
N
T
CA
B
I
N
E
T
A
,
S
L
I
D
E
7
2
1
2
P.
R
.
T
.
C
.
T
.
10
d
.
25
'
P
E
D
E
S
T
R
A
I
N
E
A
S
E
M
E
N
T
VO
L
U
M
E
9
4
3
7
,
P
A
G
E
1
1
2
7
D.
R
.
T
.
C
.
T
.
CO
N
C
R
E
T
E
P
A
V
I
N
G
CO
N
C
R
E
T
E
P
A
D
CO
N
C
R
E
T
E
P
A
D
30
'
B
U
I
L
D
I
N
G
L
I
N
E
CA
B
I
N
E
T
A
,
S
L
I
D
E
7
2
1
2
P.
R
.
T
.
C
.
T
.
50
'
B
U
I
L
D
I
N
G
L
I
N
E
CA
B
I
N
E
T
A
,
S
L
I
D
E
7
2
1
2
P.R
.
T
.
C
.
T
.
Walnut Grove
Park
SA
M
S
C
H
O
O
L
KIRKWO
O
D
BLVD
KING
T W
1
1
4
C
I
T
Y
L
I
M
I
T
W
E
S
T
L
A
K
E
KI
R
K
W
O
O
D
BL
V
D
1
1
4
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF INTERIM REVIEW,
AGENCY APPROVAL, AND COMMENT
UNDER THE AUTHORITY OF
LANDSCAPE ARCHITECT No. 1826, ON ----
THIS DOCUMENT IS NOT
TO BE USED FOR
CONSTRUCTION PURPOSES
BEN R. HENRY, ASLA
TREES TO BE REMOVED
TREES IN PUBLIC R.O.W. THAT MAY BE
PRESERVED PENDING UTILITY AND/OR
VEHICULAR CIRCULATION
CONNECTIONS TO KIRKWOOD BLVD.
LEGEND
REFERENCE PRELIMINARY TOPOGRAPHIC / TREE
SURVEY COMPLETED BY DUNAWAY DATED
FEBRUARY 17, 2017 FOR TREE SIZE AND SPECIES
EXISTING TREE INVENTORY LIST
- NO STREAMS / CREEKS / PONDS EXIST ON SITE
- CRITICAL ROOT ZONES ARE LOCATED WITHIN DRIPLINE OF TREES.
SITE NOTES
GROSS SITE AREA (6.00 ACRES):261,539 SF
EXISTING TREE CANOPY AREA:96,859 SF
% OF SITE AREA:38.0%
EXISTING TREE CANOPY PROPOSED TO BE REMOVED:96,859 SF
% OF CANOPY TO BE REMOVED:100.0%
EXISTING TREE CANOPY PROPOSED TO REMAIN:0 SF
% OF CANOPY TO REMAIN:0.0%
EXISTING TREE CANOPY IN R.O.W. THAT MAY BE PRESERVED:561 SF
% OF CANOPY POTENTIALLY PRESERVED WITHIN PROPERTY:0.0%
* NOTE : TREE CANOPY CALCULATIONS ARE APPROXIMATE BASED ON TREE
LOCATIONS FROM TREE SURVEY COMBINED WITH AERIAL IMAGERY.
TABULATION OF TREE REMOVAL ASSUMES NO TREES ARE TO BE PRESERVED.
HOWEVER AS DESIGN DOCUMENTS PROGRESS, EFFORTS WILL BE MADE TO IDENTIFY
AND PRESERVE ALL POTENTIAL TREES PRIOR TO EXECUTION OF MITIGATION
TREE TABULATIONS
SEE SEC. 9.5-379 - 'TREE REPLACEMENT AND TREE PROTECTION STANDARDS' IN THE CITY OF
SOUTHLAKE CODE OF ORDINANCES.
TREE REPLACEMENT & PROTECTION PROCEDURES FOR the City of Southlake
TR
E
E
C
O
N
S
E
R
V
A
T
I
O
N
P
L
A
N
S4.0
FI
L
E
N
A
M
E
:
S4
.
0
T
R
E
E
C
O
N
S
E
R
V
A
T
I
O
N
P
L
A
N
.
d
w
g
PL
O
T
T
E
D
B
Y
:
Ja
m
e
s
K
i
n
d
r
e
d
PL
O
T
T
E
D
O
N
:
Th
u
r
s
d
a
y
,
F
e
b
r
u
a
r
y
2
2
,
2
0
1
8
PL
O
T
T
E
D
A
T
:
2:
2
4
:
4
3
P
M
PL
O
T
T
E
D
W
I
T
H
:
No
n
e
FU
L
L
P
A
T
H
:
I:
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
2
9
W
i
l
k
s
D
e
v
e
l
o
p
m
e
n
t
-
K
i
r
k
w
o
o
d
S
o
u
t
h
l
a
k
e
H
o
t
e
l
\
D
r
a
w
i
n
g
s
\
0
3
-
P
r
o
d
u
c
t
i
o
n
I
:
\
P
r
o
j
e
c
t
s
\
2
0
1
7
\
2
0
1
7
.
1
2
9
W
i
l
k
s
D
e
v
e
l
o
p
m
e
n
t
-
K
i
r
k
w
o
o
d
S
o
u
t
h
l
a
k
e
H
o
t
e
l
\
D
r
a
w
i
n
g
s
\
0
3
-
P
r
o
d
u
c
t
i
o
n
\
S
4
.
0
T
R
E
E
C
O
N
S
E
R
V
A
T
I
O
N
P
L
A
N
BRH
2017-129
JWN
JRK
NTS
SITE MAP
PROJECT
LOCATION
GRAPHIC SCALE
FEET08040
1"=40'
CASE NO:ZA18-006
LOT 1R1R2, BLOCK 1
SABRE GROUP CAMPUS ADDITION
AN ADDITION TO THE CITY OF SOUTHLAKE,
ACCORDING TO THE PLAT RECORDED IN
THE COUNTY CLERK'S DOCUMENT NUMBER
D215221562, PLAT RECORDS, TARRANT
COUNTY, TX
C
DRAWN BY:
SHEET:
JOB NUMBER:
CHECKED BY:
DESIGNED BY:
Copyright 2018, Adams
DATE:
RE
V
I
S
I
O
N
S
DA
T
E
T h i s
d r a w i n g
w a s
p r e p a r e d
b y
A d a m s
C o n s u l t i n g
E n g i n e e r s ,
I n c .
(A d a m s )
a s
a n
i n s t r u m e n t
o f
s e r v i c e ,
a n d
s h a l l
r e m a i n
t h e
p r o p e r t y
o f
A d a m s .
T h e
i n f o r m a t i o n
h e r e o n
s h a l l
b e
u s e d
o n l y
b y
t h e
c l i e n t
t o
w h o m
t h e
s e r v i c e s
a r e
r e n d e r e d
a n d
o n l y
f o r
t h e
p u r p o s e
o f
c o n s t r u c t i n g
o r
i n s t a l l i n g
t h e
w o r k
a s
s h o w n
a t
t h e
d e s i g n a t e d
l o c a t i o n
a n d
s i t e .
A n y
o t h e r
u s e ,
i n c l u d i n g
(w
i
t
h
o
u
t
l
i
m
i
t
a
t
i
o
n
)
a
n
y
r
e
p
r
o
d
u
c
t
i
o
n
o
r
a
l
t
e
r
a
t
i
o
n
,
i
s
s
t
r
i
c
t
l
y
p
r
o
h
i
b
i
t
e
d
,
a
n
d
t
h
e
u
s
e
r
s
h
a
l
l
h
o
l
d
h a r m l e s s
a n d
i n d e m n i f y
A d a m s
f r o m
a l l
l i a b i l i t i e s
w h i c h
m a y
a r i s e
f r o m
s u c h
u n a u t h o r i z e d
u s e .
C
Co
p
y
r
i
g
h
t
2
0
1
4
,
A
d
a
m
s
89
5
1
C
y
p
r
e
s
s
W
a
t
e
r
s
B
l
v
d
,
S
t
e
.
1
5
0
D
a
l
l
a
s
,
T
e
x
a
s
7
5
0
1
9
(
8
1
7
)
3
2
8
-
3
2
0
0
MAY 2018
SO
U
T
H
W
E
S
T
M
E
A
D
O
W
S
SO
U
T
H
L
A
K
E
,
T
E
X
A
S
CIVIL ENGINEER :
ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS
8951 CYPRESS WATER BLVD. SUITE 150
DALLAS, TX 75019
CONTACT: ROBERT ADAMS, P.E.
PHONE: (817) 328-3200
EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM
OWNER/DEVELOPER
WILKS SOUTHLAKE DEVELOPMENT, LLC
17018 I-20.
CISCO, TX 76437
CONTACT: JOSH WILKS
PHONE: 254-488-0600
EMAIL: JOSH.WILKS@WILKSDEVELOPMENT.COM
APPLICANT / ARCHITECT :
HODGES ASSOCIATES
13642 OMEGA
DALLAS, TX 75244
CONTACT: CHARLES HODGES, AIA
PHONE: 972-387-1000
EMAIL: CHODGES@HODGESUSA.COM
PRELIMINARY
FOR REVIEW PURPOSES ONLY