Item 7 - Civil PlansEX
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FH
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C
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C
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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 = 6,297 SF
LOT 3
50,465 SF
(±1.160 AC)
FFE = 596.00
BLDG = 5,740 SF
LOT 4
37,979 SF
(±.873 AC)
FFE = 588.00
BLDG = 5,831 SF
FIRE
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FIREL
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21
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43.
8
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∆
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STATE HIGHWAY 114
EX-PL EX-PL∆
∆
∆
5
8
5
58
5
5
9
0
59
0
59
5
59
5
6
0
0
60
0
58
1
58
1
58
2
5
8
3
58
3
5
8
4
58
4
5
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6
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5
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59
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59
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59
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584
586
587
588
589
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594
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57
6
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58
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58
2
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6
58
7
58
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5
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2
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3
594
5
9
6
5
9
7
598
599
601
585
5
8
5
581
582
583
584
PROPOSED
CURB INLET
PROPOSED
CURB INLET
PROPOSED
CURB INLET
5
9
5
5
9
4
5
9
3
59
2
590
589
588
5
8
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589
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6
58
5
58
4
5
8
8
58
6
RETAINING WALL
RETAINING WALL
RETAINING WALL
C
DRAWN BY:
SHEET:
JOB NUMBER:
CHECKED BY:
DESIGNED BY:
Copyright 2017, Adams
DATE:
RE
V
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I
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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
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FEBRUARY 2018
SO
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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 02/22/18
THIS DOCUMENT IS NOT
TO BE USED FOR
CONSTRUCTION PURPOSES
TBPE Registration #: F-1002
THESE PLANS ARE SUBJECT TO REVIEW &
APPROVAL BY JURISDICTIONAL ENTITIES.
Know what's below.
before you dig.Call
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2017.129
DWL
LMG
LEGEND
FG=100.50
100
100
PROPOSED CONTOUR
EXISTING CONTOUR
FLOWLINE
GRADE BREAK
ACCESSIBLE ROUTE
SPOT GRADE
PROPOSED
RETAINING WALL
PROPOSED FLOW ARROW
FG FINISHED GRADE
TP TOP OF PAVEMENT
TC TOP OF CURB
FL FLOWLINE
FF FINISHED FLOOR
PROPOSED CURB INLET
PROPOSED CENTER
LINE OF STORM PIPE
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NTS
SITE MAP
PROJECT
LOCATION
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
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
FEET08040
1"=40'
PRO
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TP = 586.9
TP = 586.9
TP = 586.9
TP = 586.7
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N3
8
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1
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0
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E
58
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'
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E
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1
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"
W
59.60
'
N08° 09' 20"E
137.64'
N08° 09' 30"E
98.68'
N5
1
°
0
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"
W
99
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∆
58
8
589
590
5
9
0
589
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8
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588
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58
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6
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5
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5 8 8
589
588
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5
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TP = 585.5
TP = 587.2
TP = 587.3
TP = 587.6
TP = 587.8
TP = 587.8
TP = 587.3
TP = 587.1
TP = 587.2
TP = 587.7
TP = 587.9
TP = 588.2
TP = 588.8
TP = 588.6
TP = 589.8
TP = 590.1
TP = 590.2TP = 590.2TP = 590.1
TP = 588.6TP = 588.4TP = 588.7
TP = 588.0TP = 588.5
TP = 588.7
TP = 588.5 TP = 588.9TP = 588.2
TP = 587.6
TP = 587.8 TP = 588.0
TP = 587.4
TP = 587.6
TP = 587.2
TP = 586.6
TP = 587.0
TP = 586.5
TP = 586.0
TP = 586.0
TP = 587.6
TP = 588.0 TP = 588.0
TP = 587.6
TP = 588.0
TP = 588.5
TP = 588.7 TP = 588.7
TP = 588.0
TP = 588.7
TP = 588.5
TP = 588.0
TP = 587.8
TP = 584.0
TP = 584.0
TP = 587.6
TP = 588.0
TP = 584.0
TP = 585.0
TP = 587.6
TP = 588.0
TP = 588.8TP = 587.4TP = 586.8
C
DRAWN BY:
SHEET:
JOB NUMBER:
CHECKED BY:
DESIGNED BY:
Copyright 2017, Adams
DATE:
RE
V
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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
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SO
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SO
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,
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 02/22/18
THIS DOCUMENT IS NOT
TO BE USED FOR
CONSTRUCTION PURPOSES
TBPE Registration #: F-1002
THESE PLANS ARE SUBJECT TO REVIEW &
APPROVAL BY JURISDICTIONAL ENTITIES.
Know what's below.
before you dig.Call
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PROPOSED FLOW ARROW
FG FINISHED GRADE
TP TOP OF PAVEMENT
TC TOP OF CURB
FL FLOWLINE
FF FINISHED FLOOR
PROPOSED CURB INLET
PROPOSED CENTER
LINE OF STORM PIPE
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NTS
SITE MAP
PROJECT
LOCATION
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
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
FEET04020
1"=20'
KI
R
K
W
O
O
D
B
O
U
L
E
V
A
R
D
STATE HIGHWAY 114
EX-PL EX-PL
5
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59
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0.95
C
DRAWN BY:
SHEET:
JOB NUMBER:
CHECKED BY:
DESIGNED BY:
Copyright 2017, Adams
DATE:
RE
V
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N
S
DA
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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
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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
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C
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(
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1
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)
3
2
8
-
3
2
0
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FEBRUARY 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 02/22/18
THIS DOCUMENT IS NOT
TO BE USED FOR
CONSTRUCTION PURPOSES
TBPE Registration #: F-1002
THESE PLANS ARE SUBJECT TO REVIEW &
APPROVAL BY JURISDICTIONAL ENTITIES.
Know what's below.
before you dig.Call
R
PR
E
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E
V
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DL
2017.129
DL
MP
PRELIMINARY
FOR REVIEW PURPOSES ONLY CASE NO: ZA18-006
NTS
SITE MAP
PROJECT
LOCATION
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
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
FEET08040
1"=40'
LEGEND
ACRES
BASIN
NAME
DRAINAGE BASIN
DRAINAGE AREA
EXISTING FLOW
ARROW
DA-00
1.00
P
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C
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C
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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 = 6,297 SF
LOT 3
50,465 SF
(±1.160 AC)
FFE = 596.00
BLDG = 5,740 SF
LOT 4
37,979 SF
(±.873 AC)
FFE = 588.00
BLDG = 5,831 SF
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EX-PL EX-PL∆
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9
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5
9
5
600
57
6
57
6
57
7
57
7
57
8
57
8
57
9
579
58
1
581
582
58
2
583
58
3
584
5
8
4
58
6
58
7
58
8
58
9
5
9
1
5
9
2
5
9
3
594
5
9
6
5
9
7
598
599
601
585
5
8
5
581
582
583
584
PROPOSED 15'
CURB INLET
PROPOSED 5'
CURB INLET
PROPOSED 5'
CURB INLET
RETAINING WALL
RETAINING WALL
RETAINING WALL
C-2
0.21
A-2
0.36
A-1
0.23
C-1
1.47
D-1
0.35
B-1
1.83
E-1
0.55
E-2
1.00
PROPOSED 21"
SET OUTFALL
PROPOSED
21" RCP
PROPOSED 21"
SET OUTFALL
PROPOSED
21" RCP
PROPOSED
21" RCP
C
DRAWN BY:
SHEET:
JOB NUMBER:
CHECKED BY:
DESIGNED BY:
Copyright 2017, 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
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C
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A
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(
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0
FEBRUARY 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 02/22/18
THIS DOCUMENT IS NOT
TO BE USED FOR
CONSTRUCTION PURPOSES
TBPE Registration #: F-1002
THESE PLANS ARE SUBJECT TO REVIEW &
APPROVAL BY JURISDICTIONAL ENTITIES.
Know what's below.
before you dig.Call
R
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DL
2017.129
DL
MP
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NTS
SITE MAP
PROJECT
LOCATION
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
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
FEET08040
1"=40'
LEGEND
DA-00
1.00ACRES
BASIN
NAME
DRAINAGE BASIN
DRAINAGE AREA
PROPOSED FLOW
ARROW
STORM SEWER
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 = 6,297 SF
LOT 3
50,465 SF
(±1.160 AC)
FFE = 596.00
BLDG = 5,740 SF
LOT 4
37,979 SF
(±.873 AC)
FFE = 588.00
BLDG = 5,831 SF
FIRE
L
A
N
E
F
I
R
E
L
A
N
E
F
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L
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F
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L
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F
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L
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L
A
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E
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R
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L
A
N
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FI
R
E
L
A
N
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FI
R
E
L
A
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FIREL
A
N
E
FIR
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L
A
N
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L
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F
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F
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E
F
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E
L
A
N
E
FIRELA
N
E
F
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L
A
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E
F
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L
A
N
E
FIRELA
N
E
F
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E
L
A
N
E
FIR
E
L
A
N
E
∆
W
W
W
W
W
W
W
W
W
W
W
FH
FH
FH
FH
SS SS
SS
SS
GA
S
GA
S
GA
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
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T
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T
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P
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FH
FH
FH
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SS SS
SS
SS
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SS
SS
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W
W
W
W
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STATE HIGHWAY 114
EX-PL EX-PL
TIE INTO EXISTING
MANHOLE
INSTALL DROP
CONNECTION
18"
E
X
.
S
A
N
.
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E
W
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R
1
8
"
E
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.
S
A
N
.
S
E
W
E
R
CAP 14" WATER LINE
W/ 2" BLOW-OFF VALVE
8" PUBLIC SS
14" WATER LINE
PROPOSED FIRE
HYDRANT ASSEMBLY
PROPOSED FIRE
HYDRANT ASSEMBLY
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
1
2
"
W
A
T
E
R
L
I
N
E
TIE IN TO EXISTING
14" WATER LINE
TIE IN TO EXISTING
6" GAS LINE @ TWKING
PROPOSED
4'∅ MANHOLE
PROPOSED
4'∅ MANHOLE
PROPOSED
4'∅ MANHOLE
TIE IN TO EXISTING
14" WATER LINE
6" W
1
2
"
W
A
T
E
R
L
I
N
E
4"
W
6
"
W
METER
METERMETER
METER
PROPOSED FIRE
HYDRANT ASSEMBLY
8" W
A
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E
R
L
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N
E
PROPOSED FIRE
HYDRANT ASSEMBLY
PROPOSED FIRE
HYDRANT ASSEMBLY
PROPOSED FIRE
HYDRANT ASSEMBLY
2
1
2
GREASE
TRAP
ELEC. TRANSFORMER
ELEC. TRANSFORMER
ELEC. TRANSFORMER
GREASE
TRAP
GREASE
TRAP
ELEC. TRANSFORMER
GREASE
TRAP
14
"
E
X
.
W
A
T
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R
14
"
E
X
.
W
A
T
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R
14" WATER LINE
PROPOSED
4'∅ MANHOLE
PROPOSED
4'∅ MANHOLE
8" FIRE LINE
FDC
FDC
8" CAP W/ 2"
BLOW-OFF VALVE
8" FIRE LINE
FDC
6" FH LEAD
PROPOSED
4'∅ MANHOLE
6" WATER LINE
8" FIRE LINE FDC
8" WAT
E
R
L
I
N
E
8" FIRE LINE
4"
W6"
W
4"
W
4
"
W
6
"
W
6"
W
1
1
1
8" PUB
L
I
C
S
S
8
"
P
U
B
L
I
C
S
S
6" PRIVATE SS
8
"
P
U
B
L
I
C
S
S
8" PUB
L
I
C
S
S
6" PRIVATE SS
6" PRIVATE SS
6" PRIVATE SS
8" PUBLIC SS
C
DRAWN BY:
SHEET:
JOB NUMBER:
CHECKED BY:
DESIGNED BY:
Copyright 2017, 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
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C
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(
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3
2
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-
3
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0
FEBRUARY 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 02/22/18
THIS DOCUMENT IS NOT
TO BE USED FOR
CONSTRUCTION PURPOSES
TBPE Registration #: F-1002
LEGEND
PROPOSED UNDERGROUND ELECTRIC
PROPOSED GAS
PROPOSED SANITARY SEWER
PROPOSED TELEPHONE
PROPOSED WATER
PROPOSED FIRE HYDRANT
PROPOSED MANHOLE
PROPOSED TRANSFORMER
THESE PLANS ARE SUBJECT TO REVIEW &
APPROVAL BY JURISDICTIONAL ENTITIES.
Know what's below.
before you dig.Call
R
PR
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2017.129
DWL
LMG
W
FH
T
S
S
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, TXPRELIMINARY
FOR REVIEW PURPOSES ONLY
WATER-SANITARY SEWER
CROSSING PER CITY AND
TCEQ STANDARDS.
UTILITY CROSSINGS
1
SYMBOL KEY
2
NTS
SITE MAP
PROJECT
LOCATION
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
GRAPHIC SCALE
FEET08040
1"=40'
NOTES:
1.MINIMUM SIZE FOR SANITARY SEWER IS 8". SANITARY SEWER SERVICE LINES SHALL
CONNECT TO PUBLIC SANITARY SEWER SYSTEM BUILT TO CITY STANDARDS.
2.MINIMUM SIZE PUBLIC WATER MAIN IS 8".
3.PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE
INSPECTED BY BUILDING INSPECTIONS PRIOIR TO BURIAL.
4.FOR THE SPRINKLER SYSTEMS THE DOUBLE CHECK VALVES SHALL BE IN VAULTS.