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10' UTILITY EASEMENT
CAB. A, SLIDE 1251
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LOT 6
NO. 706 ADDITION
CAB. A, SLIDE 4122
ZONING: SF -1A
LOW DENSITY RESIDENTIAL
10' UTILITY EASEMENT
CAB. A, SLIDE 4122
EASEMENT
0 10' 20' 40'
1 "= 20'
LOT SIZE (GROSS):
R.O.W. DEDICATION:
NET LOT SIZE:
FOUNDATION AREA:
LOT COVERAGE:
EXISTING ZONING:
EXISTING USE:
PROPOSED ZONING:
PROPOSED USE:
LAND USE DESIGNATION
VICINITY MAP
N.T.S.
SITE DATA
1.50 ACRES (65,344 SQ. FT.)
4,891 SQ. FT.
1.39 ACRES (60,453 SQ. FT.)
6,533 SQ. FT.
10.8%
AG
SINGLE FAMILY RESIDENCE
SF -1A
SINGLE FAMILY RESIDENCE
LOW DENSITY RESIDENTIAL
IMPERVIOUS COVER
LOT SIZE: 60,453 SQ. FT.
FOUNDATION AREA: 6,533 SQ. FT.
POOL/DECK FLATWORK: 2,593 SQ. FT.
DRIVE/WALK FLATWORK: 6,347 SQ. FT.
TOTAL: 15,473 SQ. FT. (25.6%)
ENCLOSED GARAGE SPACES: 4
NO FENCING CURRENTLY PROPOSED. ANY FENCING ON THE PROPERTY
SHALL BE SET BACK A MINIMUM OF 10 FEET FROM THE SHADY OAKS DRIVE
R.O.W. AND BE WROUGHT IRON OR SIMILAR IN APPEARANCE. GATES SHALL
BE SET BACK A MINIMUM OF 25 FEET FROM THE SHADY OAKS DRIVE R.O.W.
BUILDING AREA TABULATION
FIRST FLOOR A/C: 4,457 SQ. FT.
SECOND FLOOR A/C: 1,442 SQ. FT.
TOTAL A/C: 5,899 SQ. FT.
GARAGES:
1,132 SQ. FT.
0
LAUREL LANEz
REAR PORCHES:
X
PLANTATION
319 SQ. FT.
STORAGE/MECHANICAL:
DRIVE
BALCONY:
xm
TOTAL SLAB AREA:
6,533 SQ. FT.
TOTAL AREA UNDER ROOF:
8,451 SQ. FT.
m0
D
SH 114
Lu
z
W
D
Q
w
W HIGHLAND STREET 1
z
O
W
SITE
CL
�
0
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Y
Q
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}
W CHAPEL
DOWNS DRIVE
x
CO
GREEN
F- OAKS LANE
LOT SIZE (GROSS):
R.O.W. DEDICATION:
NET LOT SIZE:
FOUNDATION AREA:
LOT COVERAGE:
EXISTING ZONING:
EXISTING USE:
PROPOSED ZONING:
PROPOSED USE:
LAND USE DESIGNATION
VICINITY MAP
N.T.S.
SITE DATA
1.50 ACRES (65,344 SQ. FT.)
4,891 SQ. FT.
1.39 ACRES (60,453 SQ. FT.)
6,533 SQ. FT.
10.8%
AG
SINGLE FAMILY RESIDENCE
SF -1A
SINGLE FAMILY RESIDENCE
LOW DENSITY RESIDENTIAL
IMPERVIOUS COVER
LOT SIZE: 60,453 SQ. FT.
FOUNDATION AREA: 6,533 SQ. FT.
POOL/DECK FLATWORK: 2,593 SQ. FT.
DRIVE/WALK FLATWORK: 6,347 SQ. FT.
TOTAL: 15,473 SQ. FT. (25.6%)
ENCLOSED GARAGE SPACES: 4
NO FENCING CURRENTLY PROPOSED. ANY FENCING ON THE PROPERTY
SHALL BE SET BACK A MINIMUM OF 10 FEET FROM THE SHADY OAKS DRIVE
R.O.W. AND BE WROUGHT IRON OR SIMILAR IN APPEARANCE. GATES SHALL
BE SET BACK A MINIMUM OF 25 FEET FROM THE SHADY OAKS DRIVE R.O.W.
BUILDING AREA TABULATION
FIRST FLOOR A/C: 4,457 SQ. FT.
SECOND FLOOR A/C: 1,442 SQ. FT.
TOTAL A/C: 5,899 SQ. FT.
GARAGES:
1,132 SQ. FT.
FRONT PORCH:
110 SQ. FT.
REAR PORCHES:
515 SQ. FT.
PORTE-COCHERE:
319 SQ. FT.
STORAGE/MECHANICAL:
370 SQ. FT.
BALCONY:
106 SQ. FT.
TOTAL SLAB AREA:
6,533 SQ. FT.
TOTAL AREA UNDER ROOF:
8,451 SQ. FT.
CONCEPT PLAN
PETERSON RESIDENCE
1029 SHADY OAKS DRIVE, 1.50 ACRES I
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
1029 SHADY OAKS DRIVE
ABSTRACT 706, TRACT 8A02
CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS
DESIGN
DEC
SIZEPLANNING ENGINEERING JENflnEMENTS
2591 DALLAS PARKWAY, SUITE 300
FRISCO, TEXAS 75034
972-731-4354
TBPE FIRM NO. F-20255
ISSUE DATE DEC FILE NO.
02/08/21 0401
CITY FILE N0. SHEET N0.
ZA20-0068 1 of 1
150 75 0 150 300
W
SCALE: 1 " = 150'
_ r - ----
�;' ; / --I //I(,, / /- L _ 11111111114 -
N
ri
■
WOOS 0000 a. woo
a► 0010
w
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ti
M ,
_ a
\ \ 4i IMW_ , = �
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4W-
1
1�
1
1
1
1
1
1
1
it
720
PRE -DEVELOPMENT
DRAINAGE AREA CALCULATIONS
AREA A
C
CA
Tc
Is
Qs
125
Qts
1100
Q100
COMMENTS
A 1.50
0.35
0.5
15
4.86
2.6
6.46
3.4
7.98
4.2
DRAINS TO EX. 40' DRAINAGE EASEMENT
OS -1 6.16
0.46
2.8
15
4.86
13.77
6.46
18.3
7.98
22.6
DRAINS TO EX. 40' DRAINAGE EASEMENT
ENGINEER'S NOTES TO CONTRACTOR
1. BY COMMENCING CONSTRUCTION CONTRACTOR
AFFIRMS THEY HAVE REVIEWED AND UNDERSTAND THE
PLANS AND SPECIFICATIONS. ANY QUESTIONS AND
DISCREPANCIES MUST BE ADDRESSED PRIOR TO
COMMENCING CONSTRUCTION.
2. ALL CONSTRUCTION SPECIFICATIONS WITHIN CITY
ROW AND EASEMENTS SHOULD COMPLY WITH CITY OF
SOUTHLAKE STANDARDS. PRIOR APPROVAL TO USE
ANY NON-STANDARD MATERIAL IS REQUIRED.
3. CONTRACTOR MUST VERIFY THE LOCATION OF ALL
EXISTING UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR MUST ENSURE THAT ALL AREAS ARE
GRADED TO DRAIN.
5. CONTRACTOR MUST NOTIFY ENGINEER OF ANY
DISCREPANCIES BETWEEN THESE PLANS & ONSITE
CONDITIONS.
RATIONAL METHOD
Q - Flow (c.f.s.)
C - Runoff Coefficient
I N Intensity (in./hr.)
A N Drainage Area (Acres)
Weighted 'C' Calculation
Ex. Conditions
Total Area= 1.5 acres
Area Type Area (acres) Percent of Area Runoff Coef Weighted C
Impervious Area= 0.1 7% 1.0 0.07
Pervious area= 1.4 93% 0.3 0.28
Calculated C= 0.35
Prop. Conditions
Total Area= 1.5 acres
Area Type Area (acres) Percent of Area Runoff Coef Weighted C
Impervious Area= 0.35 23% 1.0 0.23
Pervious area= 1.15 77% 0.3 0.23
*DISCHARGES TAKEN FROM
THE DURHAM SCHOOL (DTD)
DETENTION ASSESSMENT
SUMMARY SHADY OAKS -
PHASE 1A PREPARED BY
DeOTTE, INC.
DATED 2/8/2008
Calculated C= 0.46
OF
*:
DAYTON C. MACATEE
.............................
. 65028
ON
NAL
PRE ARY
FOR REVIEW ONLY
DAYTON MACATEE
ENGINEERING, LLC
TX. REG. NO. F-456
LEGEND
-562-
EXISTING 2 FOOT CONTOUR INTERVAL
560
EXISTING 10 FOOT CONTOUR INTERVAL
DRAINAGE DIVIDE
X
DRAINAGE AREA
XX.XX
ACRES
XX.XX
RUNOFF IN CFS (100yr)
MME10-
DIRECTION OF FLOW
---------
FEMA 100 YEAR FLOOD PLAIN
Weighted 'C' Calculation
Ex. Conditions
Total Area= 1.5 acres
Area Type Area (acres) Percent of Area Runoff Coef Weighted C
Impervious Area= 0.1 7% 1.0 0.07
Pervious area= 1.4 93% 0.3 0.28
Calculated C= 0.35
Prop. Conditions
Total Area= 1.5 acres
Area Type Area (acres) Percent of Area Runoff Coef Weighted C
Impervious Area= 0.35 23% 1.0 0.23
Pervious area= 1.15 77% 0.3 0.23
*DISCHARGES TAKEN FROM
THE DURHAM SCHOOL (DTD)
DETENTION ASSESSMENT
SUMMARY SHADY OAKS -
PHASE 1A PREPARED BY
DeOTTE, INC.
DATED 2/8/2008
Calculated C= 0.46
OF
*:
DAYTON C. MACATEE
.............................
. 65028
ON
NAL
PRE ARY
FOR REVIEW ONLY
DAYTON MACATEE
ENGINEERING, LLC
TX. REG. NO. F-456
t
1
W
It
------------
10'
- -
10' UTILITY
♦ TIP
♦ �� 1� woo
101k M3
4
ENGINEER'S NOTES TO CONTRACTOR
1. BY COMMENCING CONSTRUCTION CONTRACTOR
AFFIRMS THEY HAVE REVIEWED AND UNDERSTAND THE
PLANS AND SPECIFICATIONS. ANY QUESTIONS AND
DISCREPANCIES MUST BE ADDRESSED PRIOR TO
COMMENCING CONSTRUCTION.
2. ALL CONSTRUCTION SPECIFICATIONS WITHIN CITY
ROW AND EASEMENTS SHOULD COMPLY WITH CITY OF
SOUTHLAKE STANDARDS. PRIOR APPROVAL TO USE
ANY NON-STANDARD MATERIAL IS REQUIRED.
3. CONTRACTOR MUST VERIFY THE LOCATION OF ALL
EXISTING UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR MUST ENSURE THAT ALL AREAS ARE
GRADED TO DRAIN.
5. CONTRACTOR MUST NOTIFY ENGINEER OF ANY
DISCREPANCIES BETWEEN THESE PLANS & ONSITE
CONDITIONS.
150 75 0 150 300
SCALE: 1 " = 150'
RATIONAL METHOD
Q - Flow (c.f.s.)
C - Runoff Coefficient
I N Intensity (in./hr.)
A N Drainage Area (Acres)
W
I
S
E
POST -DEVELOPMENT DRAINAGE AREA CALCULATIONS
LEGEND
- -562-
EXISTING 2 FOOT CONTOUR INTERVAL
560-
EXISTING 10 FOOT CONTOUR INTERVAL
Is
DRAINAGE DIVIDE
125
Qts
X
DRAINAGE AREA
XX.XX
ACRES
XX.XX
0.46
0.7
RUNOFF IN CFS (100yr)
4.86
DIRECTION OF FLOW
--------
FEMA 100 YEAR FLOOD PLAIN
POST -DEVELOPMENT DRAINAGE AREA CALCULATIONS
AREA
A
C
CA
Tc
Is
Qs
125
Qts
1100
Qioo
COMMENTS
A
1.50
0.46
0.7
15
4.86
3.4
6.46
4.5
7.98
5.5
DRAINS TO EX. 40' DRAINAGE EASEMENT
OS -1
6.16
0.46
2.8
15
4.86
13.77
6.46
18.3
7.98
22.6
DRAINS TO EX. 40' DRAINAGE EASEMENT
Weighted 'C' Calculation
Ex. Conditions
Total Area= 1.5 acres
Area Type Area (acres) Percent of Area Runoff Coef Weighted C
Impervious Area= 0.1 7% 1.0 0.07
Pervious area= 1.4 93% 0.3 0.28
Calculated C= 0.35
Prop. Conditions
Total Area= 1.5 acres
Area Type Area (acres) Percent of Area Runoff Coef Weighted C
Impervious Area= 0.35 23% 1.0 0.23
Pervious area= 1.15 77% 0.3 0.23
Calculated C= 0.46
SEE SHEET C4 FOR EX.
CREEK X -SECTIONS
*DISCHARGES TAKEN FROM
THE DURHAM SCHOOL (DTD)
DETENTION ASSESSMENT
SUMMARY SHADY OAKS -
PHASE 1A PREPARED BY
DeOTTE, INC.
DATED 2/8/2008
DAYTON C. MACATEE
. 65028
F`SS� 0/
NAL
PR NARY
FOR REVIEW ONLY
DAYTON MACATEE
ENGINEERING, LLC
TX. REG. NO. F-456
660 660
660 660 660 660
650 650
650 650 650 650cz
640 ml 640
640 640 640 640s=0-009 ft/ft
630 630
63 630 630 630
OF
*:
.............................
DAYTON C. MACATEE
.............................
65028
0
S/0' AL:-�;� BENCHMARKS
NAL
PR ARY BM #'
TBM 'X" CUT SET
N 7032778.1570 E 2379573.1960 ELEV 661.57
FOR REVIEW ONLY
M #2.•
DAYTON MACATEE M ':V" CUT SET
ENGINEERING, LLC 7032685.2630 E 2J79573 4700 ELEV 660.0
TX. REG. NO. F-456
CREEK CROSS SECTIONS
1029 SHADY OAKS
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
CIVIL ENGINEERING
� DESIGN & CONSULTING
(Tex. Reg. No. F-456)
12655 N. CENTRAL EXPWY, SUITE 420
DALLAS, TEXAS 75243
TEL 214-373-1180 * FAX 214-373-6580
daytonm@macatee-engineering.com
MACATEE phillipf@macatee-engineering.com
CIVIL E N G I NEERING
DESIGNED CHECKED DATE DWG FILE PROJECT # SHEET NO.
BCP PJF 01/18/2021 SO -DRAINAGE C4
S CTIO A-
EAS MENT C B A,
SLIDE 4122, P.R.T.C.T.
I
I I
1
SECTION 13-13
PROPOSED
DRAINAGE
EASEM NT
SE
TION
C-
I
I
I
I
i
I
40' DRAINAGE
EASEMENT CAB
SLIDE 4122, P.R.T.
PROPO
ED
I
I
I
I
I
100yr WS
ELEV N 649.30
ELE
r WS
N 65
.92
I
I
EASEM
NT
I
I
w
z
I
I
I
I
40' DRAINAGE
EASEME
SLIDE
T CAB
22 P.
A,
.T. C. T.
wl
I
I
I
100yr
XISTING CONDITIONS
—351.8cfs
ioo—
of
Q_
OSED
353.1
009 ft
CONDITIONS
fs
ft
I
PRO
Qioo
s=0
I
=3.9ft
=2.43
ps
I
I
d=3
V=2
9ft
43fps
I
I
SCALE:
1 "=40'H
1 "=4'V
0+00 1 +00
660 660
660 660 660 660
650 650
650 650 650 650cz
640 ml 640
640 640 640 640s=0-009 ft/ft
630 630
63 630 630 630
OF
*:
.............................
DAYTON C. MACATEE
.............................
65028
0
S/0' AL:-�;� BENCHMARKS
NAL
PR ARY BM #'
TBM 'X" CUT SET
N 7032778.1570 E 2379573.1960 ELEV 661.57
FOR REVIEW ONLY
M #2.•
DAYTON MACATEE M ':V" CUT SET
ENGINEERING, LLC 7032685.2630 E 2J79573 4700 ELEV 660.0
TX. REG. NO. F-456
CREEK CROSS SECTIONS
1029 SHADY OAKS
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
CIVIL ENGINEERING
� DESIGN & CONSULTING
(Tex. Reg. No. F-456)
12655 N. CENTRAL EXPWY, SUITE 420
DALLAS, TEXAS 75243
TEL 214-373-1180 * FAX 214-373-6580
daytonm@macatee-engineering.com
MACATEE phillipf@macatee-engineering.com
CIVIL E N G I NEERING
DESIGNED CHECKED DATE DWG FILE PROJECT # SHEET NO.
BCP PJF 01/18/2021 SO -DRAINAGE C4
S CTIO A-
EAS MENT C B A,
SLIDE 4122, P.R.T.C.T.
I
I I
1
SECTION 13-13
PROPOSED
DRAINAGE
EASEM NT
SE
TION
C-
I
I
I
I
i
I
40' DRAINAGE
EASEMENT CAB
SLIDE 4122, P.R.T.
PROPO
ED
I
I
I
I
I
100yr WS
ELEV N 649.30
A,
C. T.
I
I
EASEM
NT
I
I
I
I
I
40' DRAINAGE
EASEME
SLIDE
T CAB
22 P.
A,
.T. C. T.
I
I
I
100yr
S
I
N
I
I
I
w
z
�
I
XISTIN
CONDITIONS
PR
POSED
CONDITIONS
�I
�I
�
I
I
w
J
X00=3
=0.00
=2.57
V=2.49fps
1.8cfs
ft/ft
t
Quo
s=
d=
V=2.50fps
=353. cfs
.008 ft/ft
.57ft
o
�
w
I
w
I
I
SCALE:
1 "=40'H
1 "=4'V
EXISTING CONDITIONS
X00=3 1.8cfs
=2.78 t
=2.19fps
�I
PROPOSED
Quo =353.
d= .78ft
V= .20fps
CONDITIONS
cfs
0+00 1 +00 2+00
660 660
660 660 660 660
650 650
650 650 650 650cz
640 ml 640
640 640 640 640s=0-009 ft/ft
630 630
63 630 630 630
OF
*:
.............................
DAYTON C. MACATEE
.............................
65028
0
S/0' AL:-�;� BENCHMARKS
NAL
PR ARY BM #'
TBM 'X" CUT SET
N 7032778.1570 E 2379573.1960 ELEV 661.57
FOR REVIEW ONLY
M #2.•
DAYTON MACATEE M ':V" CUT SET
ENGINEERING, LLC 7032685.2630 E 2J79573 4700 ELEV 660.0
TX. REG. NO. F-456
CREEK CROSS SECTIONS
1029 SHADY OAKS
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
CIVIL ENGINEERING
� DESIGN & CONSULTING
(Tex. Reg. No. F-456)
12655 N. CENTRAL EXPWY, SUITE 420
DALLAS, TEXAS 75243
TEL 214-373-1180 * FAX 214-373-6580
daytonm@macatee-engineering.com
MACATEE phillipf@macatee-engineering.com
CIVIL E N G I NEERING
DESIGNED CHECKED DATE DWG FILE PROJECT # SHEET NO.
BCP PJF 01/18/2021 SO -DRAINAGE C4
S CTIO A-
EAS MENT C B A,
SLIDE 4122, P.R.T.C.T.
I
I I
1
SE
TION
C-
I
I
PROPO
ED
I
I
EASEM
NT
I
I
I
I
I
40' DRAINAGE
EASEME
SLIDE
T CAB
22 P.
A,
.T. C. T.
I
I
I
100yr
S
I
N
I
I
I
I
I
I
w
J
w
I
I
EXISTING CONDITIONS
X00=3 1.8cfs
=2.78 t
=2.19fps
�I
PROPOSED
Quo =353.
d= .78ft
V= .20fps
CONDITIONS
cfs
I
0+00 1 +00 2+00 3+00
660 660
660 660 660 660
650 650
650 650 650 650cz
640 ml 640
640 640 640 640s=0-009 ft/ft
630 630
63 630 630 630
OF
*:
.............................
DAYTON C. MACATEE
.............................
65028
0
S/0' AL:-�;� BENCHMARKS
NAL
PR ARY BM #'
TBM 'X" CUT SET
N 7032778.1570 E 2379573.1960 ELEV 661.57
FOR REVIEW ONLY
M #2.•
DAYTON MACATEE M ':V" CUT SET
ENGINEERING, LLC 7032685.2630 E 2J79573 4700 ELEV 660.0
TX. REG. NO. F-456
CREEK CROSS SECTIONS
1029 SHADY OAKS
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
CIVIL ENGINEERING
� DESIGN & CONSULTING
(Tex. Reg. No. F-456)
12655 N. CENTRAL EXPWY, SUITE 420
DALLAS, TEXAS 75243
TEL 214-373-1180 * FAX 214-373-6580
daytonm@macatee-engineering.com
MACATEE phillipf@macatee-engineering.com
CIVIL E N G I NEERING
DESIGNED CHECKED DATE DWG FILE PROJECT # SHEET NO.
BCP PJF 01/18/2021 SO -DRAINAGE C4
S CTIO A-
EAS MENT C B A,
SLIDE 4122, P.R.T.C.T.
I
I I
1
N
cuz
0
V
N
c
G
CL
rn
N
r
N
N
O
N
� s
I I
0 10' 20' 40'
I I
1 "= 20'
I I
I I
(CALLED 1.0 ACRES)
ANN RUSSELL
DOC. NO. D182372979
I
I I
I I
I
I
I I
N 88 °42'07" E — 419.00'
-- - -- -X 6" M0
12 CKBE Y - - - - - - - O �X 30" ELM I
X----12' BkRADRORD€A+� - - - - - - - - - -
-- - -
---- - --------
5' UTILITY EASEMENT
EASEMENT
EX 39" EL TBR) I LEGEND
0
10" KBER 0
I
EX OAK EX 40" M (TBR) E 0" P N TREES TO BE PRESERVED
POOL
DQ I
O I W
E 15" C AR I �� TREES TO BE REMOVED
D
X 9" CKB Y
EX OA
mm
EX 2 HAC ERY Nm
6" HA BEHR
O RESIDENCE P II
0 6,533 SF `'� II NO. 706TD
ADDITION TREE COVERAGE DATA
10' UTILITY EASEMENT EX 9" NE (TBR)
CAB. A, SLIDE 4122
CAB. A, SLIDE 1251
EX HVAC ERRY. I I LOT AREA: 60,453 SF
EXISTING TREE COVER: 18,977 SF (31.6%)
X 10' UTILITY EASEMENT N I TREE COVER TO BE REMOVED: 6,009 SF (31.7%)
N
Z CAB. A, SLIDE 4122 TREE COVER TO BE PRESERVED: 12,986 (68.3%)
m eEX 7" BRADFORD PEAR (TBR) NET TREE COVER: 12,968 SF (21.4%)
EX 10" BRADFO PEA CONCRETE EX 1 CED Q
i IMPERVIOUS AREA: 16,058 SF (26.6%)
CONCRETE DR/UE
DRI VE
I I I
m R.O.W. DEDICATION J 5' UTILITY EASEMENT
D X 0.11 ACRES, 4,891 SF . - . - . -
m
z D EX 1 ELM
5' UTILITY EASEMENT - - - -
_ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — —
S 88°38'12" W — 418.80' I
I I
I I
I I
I I
(CALLED 0.945 ACRES)
BILLY W. RUNYAN AND WIFE, BETTY J. RUNYAN
DOC. NO. D181026230
I I
I I
I
I I
I I
I I
I I
I
I I
I I
I I
TREE CONSERVATION PLAN
PETERSON RESIDENCE
1029 SHADY OAKS DRIVE, 1.50 ACRES
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
DESIGN
1029 SHADY OAKS DRIVE (gDEC
ABSTRACT 706, TRACT 8A02
CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS SITE NANNING[ ENGINEERING I ENnnEMENTS
2591 DALLAS PARKWAY, SUITE 300
FRISCO, TEXAS 75034
972-731-4354
TBPE FIRM NO. F-20255
ISSUE DATE DEC FILE N0.
01/19/21 0401
CITY FILE N0. SHEET N0.
ZA20-0068 1 of 1