RP filed w/county 0226105/8" SIR
W /CAP
1/2" FIR C.M.
3,181 S.F.
R .0.W. DEDICATION
BY THIS PLAT
5/8" SIR W /CAP
A= 6 °0 8
R= 674.24'
T= 36.00'
L= 71.94'
CL= 71.91'
CB= S37 °31'43 "W
A =3 57' 25"
R 674.24'
T 23.29'
L 46.56'
CL 46.55'
CB S 36° 27' 01" W
1/2" FIR W/CAP
C.M.
A= 55 °28'55"
R= 700.00'
T= 368.15'
L= 677.84'
CL= 651.67'
CB= N62 °12'46 "E
LOT 1R-1
BLOCK 2
16" AR
C.M.
LEGEND:
BOUNDARY LIMITS OF PLAT
PROPERTY AND R.O.W. LINES
(BY THIS PLAT)
PROPERTY AND R.O.W. LINES
(EXISTING)
PROPERTY AND R.O.W. LINES
(TO BE ABANDONED BY THIS PLAT)
EASEMENT
(EXISTING AND BY THIS PLAT)
EASEMENT
(TO BE ABANDONED BY THIS PLAT)
R.O.W. AND EASEMENTS
(TO BE ABANDONED BY THIS PLAT)
R.O.W.
(DEDICATED BY THIS PLAT)
EASEMENTS
(DEDICATED BY THIS PLAT)
100 -YEAR FLOODWAY LIMIT
APPROXIMATE ABSTRACT LINE
CENTERLINE SOUTHWESTERN BLVD,
5 SET IRON ROD WITH PLASTIC CAP
STAMPED "HALFF ASSOC. INC."
FOUND IRON ROD
CONTROL MONUMENT
RECORD INFORMATION
OWNER:
PARK WEST COMMERCE CENTER, L.L.C.
11701 LUNA ROAD
FARMERS BRANCH, TX 75234
Attn. Priscilla McKinney
Phone: 972 831 -3969
Fax: 972 869 -0180
EASEMENT DEDICATION LINE TABLE
BEARING
DISTANCE
S34°28'20 "W
N00°04'52 "W
N00'04'52 "W
S00°04'47 "E
S85°29 '28 "W
N4 °30'32 "W
S85°29'28 "W
S72°07'34 "E
N33 °59'04 "E
N00°22'56 "W
N00°22'56 "W
N56 °58'06 "W
N85°29'28 "E
N89 °57'15 "E
S85 °29'28 "W
N85 °29'28 "E
N56 °58'06 "W
S72 °07'34 "E
1250,4'
687.81'
103.37'
685.84'
50.34'
20.00'
347.26'
243.33'
330.14'
313.99'
46.22'
955.66'
112.96'
13.96'
84.97'
20.82'
EASEMENT DEDICATION CURVE TABLE
NO. DELTA
RADIUS TANGENT LENGTH
00°34'54"
02 °12'14"
15 °49'29"
04 °07'15"
01 °29'54"
775.00'
775.00'
10 °50'25"
22°22'58"
29°29'16"
18 °43'20"
23 °26'45"
30 °21'01"
55 °58'11"
01 °47'58"
654.24'
654.24'
750.00'
170.00'
945.00'
285.00'
1020.00'
315.00'
150.00'
1020.00'
1020.00'
280.00'
770.00'
3.32'
12.58'
104.24'
27.88'
10.13'
16.13'
186.97'
75.00'
15.01'
83.28'
24.73'
211.66'
148.78'
12.09'
6.64'
25.16'
55.74'
20.27'
32.16'
369.17'
146.68'
30.01'
162.83'
49.01'
417.39'
540.31'
273.52'
24.18'
LOCATION
AREA (S.F.)
R.O.W. DEDICATION
SOUTHWEST CORNER OF EXISTING BLOCK 3
SOUTH OF COPPELL SOUTH SUBSTATION
BLOCK 1, LOT 1
TOTAL
5,279
18,653
27,113
R.O.W. ABANDONMENT
SOUTH OF SOUTHWESTERN BLVD. AND
BETWEEN EXISTING BLOCK 3 BLOCK 4
SURVEYOR:
HALFF ASSOCIATES
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081 -2275
TEL (214) 346 -6200
FAX (214) 739 -0095
A= 55 °58'11"
R= 600.00'
T= 318.82'
L= 586.11'
CL= 563.09'
CB= N61 °08'50 "E
J 0
W J
J
0
m
LOCATION MAP
N.T.S.
BLOCK 3R, LOT 1
BEING A REPLAT OF
BLOCKS 3 AND 4
PARK WEST COMMERCE CENTER
AN ADDITION TO THE
CITY OF COPPELL, DALLAS COUNTY, TEXAS
BEING A 47.64 ACRE TRACT OF LAND
IN THE
JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296
CITY OF COPPELL, DALLAS COUNTY, TEXAS
FOR
PARK WEST COMMERCE CENTER
L.L.C.
PREPARED BY
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081 -2275
TEL (214) 346 -6200
FAX (214) 739 -0095
AVO. 27056 SEPTEMBER 2009
APPROX. ABSTRACT LINE
5/8" SIR
W /CAP
A= 55 °28'55"
R= 1000.00'
T= 525.92'
C9 L= 968.34'
CL= 930.95'
CB= S 62 °12'46" W
15' RAILROAD EASEMENT
EACH SIDE OF CENTERLINE
VOL. 90218, PG. 3264
5/8" SIR
W /CAP
GRAPEVINE CREEK
(NOT TO BE DEDICATED TO THE CITY OF COPPELL)
100 -YR. FLOODWAY LIMIT
100 -YR. FLOODWAY LIMIT
S8/°4235"E 204
(N79o48'O21 V V 40
A= 6 °47'58"
R= 655.00'
T= 38.91'
L= 77.73'
CL= 77.69'
CB= S 78 °19'09" E
150 200
A= 3°06'10"
R= 655.00'
T= 17.74'
L= 35.47'
CL= 35.47'
CB= S83 °15'40 "E
GATEWAY
BLVD.
LOT 2
BLOCK 1
GATEWAY
BUSINESS
PARK
VOL. 99014
PG. 182
co' S'
FRITZ DRIVE
1/2" FIR W/ DAVIS CAP
BEARS S17 "W -0.79'
A= 27 °36'31"
R= 216.34' 1
T= 53.16'
L= 104.25'
CL= 103.24'
CB= N13 °58'40 "W
(N12°04'07 "W)
Joel Wilson Survey
Abst. No. 1555
POINT OF
BEGINNING
A= 7°11'51"
R= 795.00'
T= 50.00'
L= 99.87'
CL= 99.80'
CB= N3°31'08'
LOT 3B
BLOCK 2
GATEWAY
BUSINESS
PARK
VOL. 2001083
PG. 00019
O
Q
E
1
15/8" SIR
W /CAP
C4
C2
C15
0
0
0
z
N
J
10' UTILITY EASEMENT
VOL. 79074, PG. 69_72
J
E-
z
W
2N
w w
C° Q
w a
rn
Z Off)
D
o0
r i
Z
Ili
2c)
W
CO
Q Q
>-C
F-
J 0
0
N
1 e r r
r �'""1T L13 5/8" SIR
W /CAP
A= 16 °15'48"
R= 865.00'
T= 123.60'
L= 245.53'
CL= 244.71'
1 1 1 CB= S42 °28'21 "W
20' DRAINAGE EASEMENT 1
1
1 1 1
A= 6 °39'02" VOL. 93070, PG. 7470
R= 795.00' 1 1 I 1' UTILITY PG
1 I
CL= N 3 °1 TO VOL. BE ABAN ONED
BY THIS PLAT I 1
CB= N 3 °14'44" E 1
C5 1 15' DRAINAGE &UTILITY EA SEMENT 1
1
VOL. 81090, PG. 480 1 1
10' WATER LINE EASEMENT
VOL. 90218 PG. 3264 1 1
1
TO BE ABANDONED BY THIS PLAT 1 1
A= 94 °13'38"
R= 30.05'
T= 32.35'
L= 49.42'
CL= 44.04'
CB= N47 °1 "W
5/8" SIR
W /CAP
BLOCK 1, LOT 24
TEXAS STOCK TAB INC.
VOL. 79166, PG. 0012
A= 24 °40'22"
R= 405.00'
T= 88.57'
L= 174.40'
CL= 173.06'
CB= S46 °40'38 "W
A= 10 °44'38"
R= 670.63'
T= 63.06'
L= 125.75'
CL= 125.57'
CB= N 81 °19'45" E
A= 86 °54'34"
R= 26.74'
T= 25.34'
L= 40.56'
CL= 36.78'
CB= N 43 °22'30" E
A= 18 °46'26"
R= 770.00'
-T= 127.29'
L= 252.30'
CL= 251.17'
CB= N9 °28'04 "W
15' RAILROAD EASEMENT
EACH SIDE OF CENTERLINE
VOL. 90218, PG. 3264
5,279 S.F.
R.O.W. DEDICATION
BY THIS PLAT
SOUTHWESTERN PLACE)
675.25'
N85 °29'28 "E
1
1 1
11 11
+1 +1
11
15' RAILROAD EASEMENT 1
EACH SIDE OF CENTERLINE
VOL. 90218, PG. 3264
TO BE ABANDONED
BY THIS PLAT
20' UTILITY EASEMENT
VOL. 90218, PG. 3264
TO BE ABANDONED
BY THIS PLAT
A= 22 °59'39"
R= 238.50'
T= 48.51'
L= 95.72'
CL= 95.07'
CB= N70 °30'38 "E
A= 5 °41'09"
R= 261.50'
T= 12.99'
L= 25.95'
CL= 25.94'
CB= S 79 °09'53" W
OWNER
PARKWEST COMMERCE CENTER, LLC
VOL. 93230, PG. 3698
1
V
10' UTILITY EASEMENT
C�� N� L. 90218, PG. 3264 ABANDONED
BE
n o m 1 TO N BY THIS PLAT
1 i N N
1
A= 9 °22'16"
R= 555.00'
T= 45.49'
L= 90.77'
CL= 90.67'
CB= S 81 °00'27" W
L1
Pip l/\
44,e
O
co` 7
O 44/ ry
J.
CB= S69 °23'51 "E
1 TO BE ABANDONED /1 v Qv Q`
BY THIS PLAT 0)
(BLOCK 4)
A= 41 °29'16"
R= 495.00'
T= 187.48'
L= 358.43'
CL= 350.65'
CB= N55 °05'05 "E
N04 °30 2 "W
60.00'
32.44' R.O.W.
35.0' R.O.W.
<0
r (2 5
10' UTLITY EASEMENT
VOL. 90218, PG. 3264
TO BE ABANDONED
BY THIS PLAT
20' UTILITY EASEMENT
VOL. 90218, PG. 3264
TO BE ABANDONED
BY THIS PLAT
5/8" SIR
W/CAP
A= 50 °13'23"
R= 230.00'
T= 107.80'
L= 201.61'
CL= 195.22'
1/ 4 c 0. 4z
k
BLOCK 3R
LOT1
2,025,818 S.F.
46.51 Acres
BLOCK 1, LOT 1
TEXAS POWER LIGHT CO.
VOL. 83196, PG. 2063
A= 47 °36'55"
R= 170.00'
T= 75.01'
L= 141.28'
CL= 137.25'
CB= S70 °42'05 "E
EXISTING ROW
N85 °30'05 "E
1
x'04 "E L12 --2>`
S05 °08'28 "W
40.74'
DRAINAGE EASEMENT _TN] o
BY THIS PLAT
I 1
UTILITY EASEMENT
VOL. 90218, PG. 3264 I
TO BE ABANDONED
BY THIS PLAT
18,653 S.F.
R.O.W. DEDICATION
BY THIS PLAT
613.43'
N85 °29'28 "E
c r L17
A= 51 °09'01"
R= 775.00' N
T=
L= 691.87' 370.90'
CL= 669.13' I�
CB= N59 °54'57 "E t�, J
N N C8
C10
\N
7
5/8" SIR
W/CAP
2181.40'
EXISTING ROW
20' UTILITY EASEMENT
VOL. 90218, PG. 3264
TO BE ABANDONED
BY THIS PLAT
30' DRAINAGE EASEMENT
BY THIS PLAT
COPPELL FIRE STATION NO. 1
VOL. 96006, PG. 2849
CITY OF COPPELL
VOL. 84246, PG. 6513
SO4°32'35"E
A= 26°56'17"
R= 864.90'
T= 207.15'
L= 406.64'
CL= 402.90'
CB= N72°00'21"E
LOT 1
BLOCK 1
32.44' R.O.W.
TO BE ABANDONED
BY THIS PLAT
20' UTILITY EASEMENT
VOL. 79074, PG. 240
)1 "0 r
3 5.0' \I_ 8 5 2 L 8 6
tv
945.74'
SOUTHWESTERN
INDUSTRIAL ADDITION LOT 18
VOL. 84230, PG. 1633
P. WALLER
LOT 1 VOL. 92183
PG. 2087,
BONDE LIGHTING 1 VOL. 72004
PROTECTION 1 PG. 052
SOUTHWESTERN BOULEVARD
(SOUTHWESTERN DRIVE)
891.19'
20' DRAINAGE EASEMENT
VOL. 90218, PG. 3264
TO BE ABANDONED
BY THIS PLAT
James A. Simmons Survey,
Abst. No. 1296
L7 BY THIS PLAT
20' UTILITY, DRAINAGE AND
MAINTENANCE EASEMENT
VOL. 90218, PG. 3264 L14
T. P. L. EASEMENT
(NO WIDTH GIVEN)
VOL. 1305, PG. 349
VOL. 1305, PG. 352
VOL. 1305, PG. 355
LOT 22 LOT 20 L.A. TALLEY
1 R. FERRUSEA1 VOL. 5364
CONC. INC. PG. 541,
VOL. 74 VOL. 84192 VOL. 69155
I PG 1139 1 PG. 3725 1 PG. 8905
W/CAP
LOT 19
20' WATER LINE EASEMENT
I I
1 1 J. M. ROBERTSON
5/8" SIR
W/CAP
LOT 12
CL= 300.83'
CB= S83°19'03"E
A= 22°22'58"
R= 965.00'
L= 376.98'
CL= 374.59'
5/8" SIR
W/CAP
L8
PARK WEST COMMERCE CENTER W/CAP
2,075,368 S. F.
47.64 Acres
7
LOT 21
LOT 25
5/8" SIR
W/CAP
5/8" SIR W/CAP
L9
City of Coppell
Dallas County
State of Texas
OWNER'S DEDICATION
WHEREAS Parkwest Commerce Center, L.L.C. is the owner of a 47.64 acre tract of
land situated in the James A. Simmons Survey, Abstract Number 1296, in Dallas
County, Texas, and being all of Block 3 and Block 4 of Gateway Park at Coppell, an
addition to the City of Coppell, Texas, as recorded in Volume 88100, Page 2893, of
the Deed Records of Dallas County, Texas, and also being a part of Southwestern
Drive (a 90 foot wide right -of -way) and a part of Southwestern Place (a 60 foot
wide right -of -way) as dedicated by said addition, and also being part of a tract of land
described to Parkwest Commece Center, L.L.C. by Special Warranty Deed as
recorded in Volume 93230, Page 3698, of said Deed Records, and being more
particularly described as follows:
BEGINNING at a 5/8 -inch set iron rod with yellow plastic cap stamped "HALFF
ASSOC. INC." (hereinafter referred to as "with cap at the intersection of the south
right -of -way line of said Southwestern Place with the east right -of -way line of
Freeport Parkway (a 95 foot wide right -of -way) for a corner;
THENCE North 85 degrees 29 minutes 28 seconds East, along said south right -of-
way line, a distance of 675.25 feet to a 5/8 -inch set iron rod with cap for corner;
THENCE North 04 degrees 30 minutes 32 seconds West, departing said south right
of -way line and crossing said Southwestern Place, a distance of 60.00 feet to a 5/8-
inch set iron rod with cap for corner on the southwest prolongation of the north right
of -way line of Southwestern Drive;
THENCE North 85 degrees 30 minutes 05 seconds East, along said north right -of-
way line, a distance of 613.43 feet to a 5/8 -inch set iron rod with cap for corner;
THENCE North 85 degrees 29 minutes 28 seconds East, departing said north right -of-
way line and crossing said Southwestern Drive, a distance of 67.33 feet to a 5/8 -inch
set iron rod with cap for corner, said point being on the new south right -of -way line of
Southwestern Boulevard (a 70 foot wide right -of -way);
THENCE North 85 degrees 29 minutes 28 seconds East, along said new south right
of -way line, a distance of 891.19 feet to a 5/8 -inch set iron rod with cap for the point
of curvature of a tangent circular curve to the right, having a radius of 965.00 feet,
and whose chord bears South 83 degrees 19 minutes 03 seconds East, a distance of
374.59 feet;
THENCE Southeasterly, continuing along said new south right -of -way line and along
said curve through a central angle of 22 degrees 22 minutes 58 seconds, for an arc
distance of 376.98 feet to a 5/8 -inch set iron rod with cap for the point of tangency;
THENCE South 72 degrees 07 minutes 34 seconds East, continuing along said new
south right-of-way line, a distance of 353.04 feet to a 5/8-inch set iron rod with cap
for corner on the northeast prolongation of the northwesterly line of the Grapevine
Creek Channel common area (300 feet wide);
THENCE South 33 degrees 59 minutes 03 seconds West, departing said new south
right -of -way line and along the prolongation of said northwesterly line, passing at a
distance of 14.29 feet the south right -of -way line of Southwest Drive, continuing in all,
a total distance of 249.11 feet to a 5/8 -inch set iron rod with cap for the point of
curvature of a tangent circular curve to the right, having a radius of 300.00 feet, and
whose chord bears South 61 degrees 58 minutes 08 seconds West, a distance of
281.54 feet;
THENCE Southwesterly, continuing along said northwesterly line and along said curve
through a central angle of 55 degrees 58 minutes 11 seconds, for an arc distance of
293.06 feet to a 5/8 -inch set iron rod with cap for the point of tangency;
THENCE South 89 degrees 57 minutes 14 seconds West, continuing along said
northwesterly line, a distance of 901.53 feet to a 5/8 -inch set iron rod with cap for the
point of curvature of a tangent circular curve to the left, having a radius of 1,000.00
feet, and whose chord bears South 62 degrees 12 minutes 46 seconds West, a
distance of 930.95 feet;
THENCE Southwesterly, continuing along said northwesterly line and along said curve
through a central angle of 55 degrees 28 minutes 55 seconds, for an arc distance of
968.34 feet to a 5/8 -inch set iron rod with cap for the point of tangency;
THENCE South 34 degrees 28 minutes 19 seconds West, continuing along said
northwesterly line, a distance of 1,243.75 feet to a 5/8 -inch set iron rod with cap for
the point of curvature of a tangent circular curve to the right, having a radius of
674.24 feet, and whose chord bears South 37 degrees 31 minutes 43 seconds West,
a distance of 71.91 feet;
THENCE Southwesterly, continuing along said northwesterly line and along said curve
through a central angle of 06 degrees 06 minutes 48 seconds, for an arc distance of
71.94 feet to a 5/8-inch set iron rod with cap for a corner on the east right-of-way
line of Freeport Parkway (a variable width right -of -way, at this point), said point being
the point of curvature of a non tangent circular curve to the right, having a radius of
216.34 feet, and whose chord bears North 13 degrees 58 minutes 40 seconds West, a
distance of 103.24 feet;
THENCE Northwesterly, departing said northwesterly line and along said east right
of -way line and along said curve through a central angle of 27 degrees 36 minutes 31
seconds, for an arc distance of 104.25 feet to the point of tangency, from which point
a 1/2 -inch found iron rod with plastic cap stamped "DE DAVIS CONC ENG" bears
South 17 degrees 26 minutes 35 seconds West, 0.79 feet;
THENCE North 00 degrees 04 minutes 52 seconds West, continuing along said east
right -of -way line, a distance of 1,644.17 feet to the point of curvature of a tangent
circular curve to the right, having a radius of 795.00 feet, and whose chord bears
North 03 degrees 31 minutes 08 seconds East, a distance of 99.80 feet;
THENCE Northeasterly, continuing along said east right -of -way line and along said
curve through a central angle of 07 degrees 11 minutes 51 seconds, for an arc distance
of 99.87 feet to the POINT OF BEGINNING AND CONTAINING 2,075,368 square feet
or 47.64 acres of land, more or Tess.
Basis of bearing is NAD 83 (NSRS 2007) Texas State Plane North Central Zone
4202, as observed by GPS on Julian Day 226, 2009 from the City of Coppell geodetic
control monument Station 5 and Benchmark 13. Convergence angle at Station 5 is 0
degrees 49 minutes 17.84 seconds.
Colin J. Henry
Registered Professional Land Surveyor
Texas Number 5230
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That, PARK WEST COMMERCE CENTER, L.L.C., does hereby adopt this plat designating
the herein described property as PARK WEST COMMERCE CENTER, LOT 1, BLOCK 3R,
an addition to the City of Coppell, Texas, and does hereby dedicate, in fee simple, to the
public use forever the streets shown thereon. The easements shown thereon are hereby
reserved for the purposes indicated. The utility and fire lane easements shall be open to
the public, fire and police units, garbage and rubbish collection agencies, and all public and
private utilities for each particular use. The maintenance of paving on the utility and fire
lane easements is the responsibility of the property owner. No buildings, fences, trees,
shrubs, or other improvements or growths shall be constructed, reconstructed or placed
upon, over or across the easements shown. Said easements being hereby reserved for the
mutual use and accommodation of all public utilities using or desiring to use same. All and
any public utility shall have the right to remove and keep removed all or parts of any
buildings, fences, trees, shrubs, or other improvements or growths which in any way
endanger or interfere with the construction, maintenance or efficiency of its respective right
or ingress or egress to or from and upon the said easement for the purpose of constructing,
reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of
its respective systems without the necessity at any time of procuring the permission of
anyone. (Any public utility shall have the right to ingress or egress to private property for
the purpose of reading meters and any maintenance or service required ordinarily
performed by the utility).
Water main and waste water easements shall also include additional areas of working
space for construction and maintenance of the systems. Additional easement area is also
conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water
services and waste water services from the main to the curb or pavement line, and
description of such additional easements herein granted shall be determined by their
location as installed.
This plat approved subject to all platting ordinances, rules, regulations, and resolutions of
the City of Coppell, Texas.
WITNESS, my hand this the /1 day of 2010.
BY:
enjamin Chessar, Asset Manager
NOTARY FOR PARK WEST COMMERCE CENTER L.L.C.
STATE OF OREGON
COUNTY OF WASHINGTON
BEFORE ME, the undersigned authority, a Notary Public in and for Washington County,
Oregon, on this day personally appeared <.'8 5 known to me to be
the person whose name is subscribed to the above and foregoing instrument, and
acknowledged to me that he executed the same for the purposes and consideration
expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the /2- day of
2010.
Nota y Public, Washington County, Oregon
Commission expires: I L3
CERTIFICATE OF APPROVAL:
Rec9rnmended for appr:
Ch4fman, PI ni and oning Commission
City of Cop II, exas
Ap roved and Acce d:
aA..1) UL r
Ma r
City of Coppell, Texas
OFFICIAL SEAL
CANDACE L CLARDY
NOTARY PUBLIC -OREGON
COMMISSION NO. 434835
MY COMMISSION EXPIRES JAN. 11, 2013
e
D e
181 Us
Date
The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that
the foregoing replat of the Park West Commerce Center Subdivision or Addition to the City
of Coppell was submitted to the City Council on the 12th day of January, 2010, and the
Council, by formal action, then and there accepted the dedication of streets, alleys, parks,
easements, public places, and water and sewer lines, as shown and set forth in and upon
said plat, and said Council further authorized the Mayor to note the acceptance thereof
by signing his name as hereinabove subscribed.
Witness my hand th ay of 2010.
SURVEYOR'S CERTIFICATION
STATE OF TEXAS
COUNTY OF DALLAS
1, Colin J. Henry, a Registered Professional Land Surveyor in the State of Texas,
do hereby certify that I have prepared this plat from an actual on the ground survey
of the land and that the monuments shown hereon were found and /or placed under
my personal supervision in accordance with the platting rules and regulations of the
City Plan Commission of the City of Coppell, Texas.
DATED this t e 7f4" f 2010.
Colin J. Henry
Registered Professional Land Surveyor
Texas No. 5230
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared Colin J. Henry, known to me to be the person whose
name is subscribed to the above and foregoing instrument, and acknowledged to me
that he executed the same for the purposes and considerations therein expressed and
in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the G day
of d■ 2010.
j $TA witte►etee�
ei
13 A•
"ItAt...)/
NO, 4 RY PUBLIC in and f +r t e STATE OF TEXAS l
a
FLOODPLAIN ORDINANCE NOTES:
APPROVED AND ACCEPTUD BY:
ONCOR
ATMOS ENERGY
VERIZON
TIME WARNER
r
r*/1 0 0s"
1. SUBJECT TRACT LIES WITHIN A ZONE 'X' AREA DETERMINED TO BE OUTSIDE
500 YEAR FLOODPLAIN.
2 ALL FLOODPLAIN INFORMATION WAS PROVIDED BY F.E.M.A. FLOOD INSURANCE
RATE MAP, COMMUNITY PANEL No. 48113C0135J, REVISED AUGUST 23, 2001.
FLOODPLAIN ORDINANCE NOTE i't
FLOODPLAIN DEVELOPMENT PERMIT NO.
HAS BEEN FILED WITH THE CITY OF COPPELL
FLOOD ADMINISTRATION ON 2. 15 2010.
FLOODPLAIN ADMINISTRATOR
Conformed Copy
Official Public Records
John F Warren. County Clerk
Dallas County TEXAS
0 2'26/2010 09 08 49 AM
$55 00
BLOCK 3R, LOT 1
BEING A REPEAT OF
BLOCKS 3 AND 4
PARK WEST COMMERCE CENTER
AN ADDITION TO THE
CITY OF COPPELL, DALLAS COUNTY, TEXAS
BEING A 47.64 ACRE TRACT OF LAND
IN THE
JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296
CITY OF COPPELL, DALLAS COUNTY, TEXAS
FOR
201000046397
PARK WEST COMMERCE CENTER, L.L.C.
PREPARED BY
HALFF
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081 -2275
TEL (214) 346 -6200
FAX (214) 739 -0095
AVO. 27056 SEPTEMBER 2009