Replat Minor PlatFLOODWAY
FLOODWAY1 PCT ANNUAL CHANCE FLOOD HAZARDFLOODWAY
FLOODWAY
1 PCT ANNUAL CHANCE FLOOD HAZARD
I:\31000s\31760\CADD\Sheets\V501-FP-31760.DGNHALFFah281011:52:51 AM2/6/2017FOR
BY
SITUATED IN THE
N
2
5
4.8
6'
S3
7°11'30"E
C.B.=N63°23'52"E
C.L=299.62'
L= 302.14'
T= 153.65'
R= 674.24'
|= 25°40'31"
O.P.R.D.C.T.
VOL. 99172, PG. 16
IAAM HEADQUARTERS
(80' RIG
H
T-OF-WA
Y)
V
O
L. 8213
7, PG. 0
6
9
0
O.P.R.D.C.T."A"
See Detail
ABSTRACT NO. 1296JAMES A. SIMMONS SURVEY,
ABSTRACT NO. 1555JOEL WILSON SURVEY,
W/CAP
•" FIR
W/CAP
•" FIR W/CAP
•" FIR
W/CAP
•" FIR
SET CORNER
UNABLE TO
W/CAP
•" FIR
(FORMERLY KNOWN AS COTTON ROAD)
(57.50' R.O.W.)
N89°44'14"E 210.72'
5.89'
S00°15'48"E
N89°41'14"E 552.48'
0.24'
N18°53'49"W
Bears=
•" FIR
0.35'
Bears=N07°19'54"W
•" FIR
"X" CUT
FOUND
0.59'
Bears=N25°46'18"W
•" FIR
O.P.R.D.C.T.
Vol. 75073, Pg. 0007
Access Denied
(C.M.)
W/CAP
•" FIR N00°18'16"W576.39'13.76'
S00°39'34"W
(C.M.)
"X" CUT
FOUND
S54°27'44"W77.68'
S86°29'30"W
90.29'
N3
8°3
9'2
1"W10
6.8
6'
N49°11'41"W76.37'
C.B.=S14°50'55"E
C.L=173.89'
L= 176.31'
T= 90.67'
R= 306.59'
|= 32°56'56"
C.B.=S33°18'47"E
C.L.=21.29'
L= 21.30'
T= 10.65'
R= 306.59'
|= 03°58'49"
C.B.=S18°43'49"E
C.L.=194.20'
L= 197.60'
T= 102.37'
R= 306.59'
|= 36°55'40"
(Vol. 71159, Pg. 743)
T.P. & L. Easement
ZONE X
ZONE X
APPROX. FLOOD ZONE
LINE BY GRAPHICAL
PLOTTING AS PER
LOMR - CASE No. 07-06-0800A
~FRITZ DRIVE
FRE
E
P
O
RT P
AR
K
WA
Y
GRAPEVINE CREEK
(NOT TO BE DEDICATED TO THE CITY OF COPPELL)
BMSC
OF
CITY OF COPPELL, DALLAS COUNTY, TEXAS
JOEL WILSON SURVEY, ABSTRACT NO. 1555
JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296
REPLAT/MINOR PLAT
1
2
1007550250
SCALE: 1"=50'
C.B.= S70°28'37"W
C.L.=437.99'
L= 443.75'
T= 227.84'
R= 793.80'
|= 32°01'45"
C.B.=S68°55'43"W
C.L.=306.19'
L= 311.04'
T= 160.59'
R= 507.08'
|= 35°08'43"
~INTERSTATE HIG
H
WAY 635(LY
N
D
O
N
B. JO
H
N
SO
N FREEWA
Y)(V
ARIABLE WIDTH RIG
HT-OF-WA
Y)V
OL. 75
0
7
3
, PG. 00
0
7
O.P.R.D.C.T.
ABSTRACT NO. 1439S. A. & M. G. R. R. CO. SURVEY,
LOCATION
PROJECTCIRCLEEXCHANGE
NORTH
LOCATION MAP
NOT TO SCALE
SOUTHWESTERN DRIVE
ST. LOUIS & SOUTHWESTERN RAILROAD
AIRLINEGRAPEVINE CREEK
COWBOY
I.H. 635 ( LBJ FREE
WA
Y )
GATEWAY BLVD.FREEPORT PKWY.FRITZ
N76°14'07"E
1.09'
LOMR - CASE No. 07-06-0800A
PLOTTING AS PER
LINE BY GRAPHICAL
APPROX. FLOOD ZONE
C.B.=N69°47'01"E
C.L.=477.68'
L= 487.62'
T= 254.33'
R= 695.00'
|= 40°11'59"
C.B.=N86°16'57"E
C.L.=63.44'
L= 63.48'
T= 31.78'
R= 505.00'
|= 07°12'07"
76.33'
N33°29'36"E
1.09'
N76°14'07"E 328.44'S02°32'15"WDEVELOPER/OWNER
50.30'
3.38'
71.93'
N00°00'00"W 71.93'
S00°00'00"E
18.03'
N90°00'00"W
POINT OF BEGINNING
15.40'
2
39.4
6'
18.03'D1
D2 D4
D
5
24.84'
160.87'
S68°23'11"W
78.87'
S69°26'22"W
56.49'
S70°42'31"W
104.98'
S73°54'23"W
60.69'
S37°25'01"W
95.80'
S64°33'20"W
ENGINEER/SURVEYOR
EMAIL: ashafer@halff.com
EMAIL: dlittleton@halff.com
TBPE FIRM NO: F-312
FAX: 214-739-0095
TELE: 214-346-6200
CONTACT: DAVID B. LITTLETON
RICHARDSON, TX 75081
1201 N. BOWSER RD.
HALFF ASSOCIATES, INC.
LOTS 1R AND 3, BLOCK A
GATEWAY BUSINESS PARK NO. 2LINEAPPROX. ABSTRACTLINE
APPROX. ABSTRACT
N.T.S.
DETAIL "A"
rnovak@beautymanufacture.comEMAIL:
TELE: 817-851-4723
CONTACT: RALPH NOVAK
COPPELL, TEXAS 75019
1250 S. FREEPORT PKWY.
SFPLP HOLDINGS MANAGEMENT LLC
(BY THIS PLAT)
WATER LINE EASEMENT
(BY THIS PLAT)
WATER LINE EASEMENT
(BY THIS PLAT)
DRAINAGE EASEMENT
(BY THIS PLAT)
24' FIRE LANE EASEMENT
87
7.38'
661.06'
ABANDONED BY THIS PLAT
EXISTING LOT LINE TO BE
(C.M.)
"X" CUT
FOUND
ABSTRACT NO. 1555ABSTRACT NO. 1296C.M.CONTROL MONUMENT
R.O.W.RIGHT-OF-WAY
INST. NO.INSTRUMENT NUMBER
LEGEND
VOL.
PG.
VOLUME
PAGE
FND. MON.FOUND MONUMENT
FOUND IROD ROD
"HALFF" (UNLESS NOTED OTHERWISE)
1/2" SET IRON ROD WITH CAP STAMPED
O.P.R.D.C.T.OFFICIAL PUBLIC RECORDS OF DALLAS COUNTY, TEXAS
FOUND IROD PIPE
SET "X"SET "X" CUT IN CONCRETE
C.C.#COUNTY CLERK NUMBER
FIR
FIP
4.340 ACRES
OR
189,045 SQ. FT.
LOT 1R
7.384 ACRES
OR
321,660 SQ. FT.
LOT 3
11.724 ACRES
OR
510,705 SQ. FT.
LOTS 1R AND 3, BLOCK A
GATEWAY BUSINESS PARK NO. 2
20.03'D6
D7D9
D3
D8
D10
78.51'
10.00'
49.11'
S00°00'00"E
39.16'
N00°00'00"W
(BY THIS PLAT)
EASEMENT
10' SANI. SEWER
(BY THIS PLAT)
EASEMENT
10' DRAINAGE
143.20'14.47'141.75'
S44°01'04"E
10.11'
132.80'
N44°01'04"W
207.17'
8.24'
GRAPHICAL PLOTTING
APPROX. FLOOD ZONE LINE BY
344.82'
22
9.25'
10.00'
LINES
DEED
DEED LINEO.P.R.D.C.T.
VOL. 98043, PG. 1
GATEWAY BUSINESS PARK NO. 2
LOT 1, BLOCK A
O.P.R.D.C.T.
VOL. 98043, PG. 1
GATEWAY BUSINESS PARK NO. 2
LOT 2, BLOCK AO.P.R.D.C.T.Vol. 98043,
Pg. 1Fl
oodpl
ai
n Easement
S56°38'06"W ~ 164.39'38.62'
O.P.R.D.C.T.
Vol. 98043, Pg. 1
Pedestrian Easement
7' Floodplain And
ABANDO
NED BY THIS PLAT
EXISTING LOT LINE
LOT LINE
NEW
ABANDONED BY THIS PLAT
EXISTING LOT LINE
(
Aban
d
o
n
ed b
y this plat)
O.P.R.
D.C.T.
Vol. 98
2
5
2
, Pg. 06
8
2
4
2
0' Drainage
Ease
ment
(BY THIS PLAT)
EASEMENT
24' FIRE LANE
(BY THIS PLAT)
TRAIL EASEMENT
HIKE AND BIKE
18.03'
N90°00'00"W
17.65'
S00°00'00"W
17.48'
N00°00'00"E
45.54'L=83.16'
L
=
9
3
.
1
5'
L=19.64'
199.75'
S75°29'38"W
149.55'
S89°41'14"W
31.76'
N89°41'14"E 139.61'
C1
C3
C2
F1
F2
F3F4
C4 C5 C6C7 C8
15.84'
2.19'
34.17'C9C10C11
C12
F5 F6F7F8
F9F10S1
S2
S3 S4
S5
S6 S7
S8
38.55
4.76'
7.40'
S9 L=4.28'20'100.00'N13°37'41"WZONING: PD-290-LI
NO.BEARING DISTANCE
D1 S36°41'08"E
D2 S81°41'08"E
D4 N89°39'47"E 230.33'
D5 S30°20'13"E
D6
D7 S89°39'47"W
D9 N81°41'08"W
D10 N36°41'08"W
DRAINAGE EASEMENT LINE TABLE
15.47'
34.62'
241.93'
42.90'
38.48'
252.32'
218.78'
CB= S 86°00'40" E
CL= 19.44'
L= 19.46'
T= 9.75'
R= 128.85'
Δ= 08°3
D3
CB= S 86°00'40" E
CL= 22.45'
L= 22.48'
T= 11.26'
R= 148.85'
Δ= 08°3
D8
DRAINAGE EASEMENT - CURVE DATA TABLE
NO.BEARING DISTANCE
S1 N89°41'14"E
S2 N00°18'46"W
S3 N89°41'14"E 140.34'
S4 S00°18'46"E
S5
S6 N00°18'46"W
S7 N89°30'41"E
S8 S00°18'46"E
SIDEWALK EASEMENT LINE TABLE
100.06'
21.20'
125.93'
60.24'
10.29'
7.55'
13.24'
S9 N89°41'44"E 172.29'
FIRELANE EASEMENT - CURVE DATA TABLE
CB= S04°15'39"W
CL= 8.32'
L= 8.33'
T= 4.17'
R= 56.00'
Δ= 8°3
C2
CB= S04°06'31"W
CL= 4.62'
L= 4.62'
T= 2.32'
R= 30.00'
Δ= 8°4
C3
CB= S46°10'01"W
CL= 23.46'
L= 23.93'
T= 12.45'
R= 35.00'
Δ= 39°1
C1
CB= S45°18'16"E
CL= 42.43'
L= 47.12'
T= 30.00'
R= 30.00'
Δ= 90°0
C4
CB= N78°56'27"E
CL= 224.49'
L= 225.81'
T= 114.25'
R= 601.50'
Δ= 21°3
C5
CB= S 15°20'39" W
CL= 18.88'
L= 19.12'
T= 9.80'
R= 35.00'
Δ= 31°1
C8
CB= N33°56'27"E
CL= 33.76'
L= 35.86'
T= 20.42'
R= 30.00'
Δ= 68°2
C6
CB= N15°55'34"W
CL= 18.85'
L= 19.09'
T= 9.79'
R= 35.00'
Δ= 31°1
C7
CB= S33°55'37"W
CL= 60.80'
L= 64.58'
T= 36.78'
R= 54.00'
Δ= 68°3
C9
CB= S78°56'27"W
CL= 233.45'
L= 234.82'
T= 118.81'
R= 625.50'
Δ= 21°3
C10
NO.BEARING DISTANCE
F1 S00°00'00"W
F2 S08°31'18"W
F3 S00°18'16"E 153.56'
F4 N89°41'44"E
F5
F6 N00°18'16"W
F7 S00°18'16"E
F8 S68°11'09"E
FIRELANE EASEMENT LINE TABLE
70.83'
94.63'
177.94'
220.96'
177.94'
183.40'
221.04'
F9 S89°41'44"W 183.40'
326.88'N00°18'16"WF10
(BY THIS PLAT)
EASEMENT
SIDEWALK
(BY THIS PLAT)
EASEMENT
SIDEWALK
(
B
Y
T
HIS
P
L
A
T)
D
R
AI
NA
GE
E
A
S
E
ME
N
T
and being a Minor Plat of 7.384 acres
(VOL. 98043, PG. 1)
GATEWAY BUSINESS PARK NO. 2
BEING A REPLAT OF LOT 1, BLOCK A
O.P.R.D.C.T.
Vol. 82137, Pg. 0690
10' Utility Easement
O.P.R.D.C.T.
Vol. 98043, Pg. 00001
Trail Easement
20' Hike and Bike
4.73 AC.
(TRACT 1)
(C.C.# 201200031715)
MANAGEMENT, LLC
SFPLP HOLDINGS
1.407 acres
(C.C.# 201200037650)
MANAGEMENT, LLC
SFPLP HOLDINGS
O.P.R.D.C.T.
Vol. 82137, Pg. 0690
10' Utility Easement
5.58 acres
(TRACT 2)
(C.C.# 201200031715)
MANAGEMENT, LLC
SFPLP HOLDINGS
LIMIT
FLOODWAY
ZONE AE
LIMIT
FLOODPLAIN
ZONE AE
LIMIT
FLOODPLAIN
C13
CB= N45°18'16"W
CL= 76.37'
L= 84.82'
T= 54.00'
R= 54.00'
Δ= 90°0
C11
CB= N31°41'41"W
CL= 36.46'
L= 38.35'
T= 21.36'
R= 35.00'
Δ= 62°4
C12
CB= S12°55'11"W
CL= 11.34'
L= 11.45'
T= 5.83'
R= 24.00'
Δ= 27°1
C13
SCALE: 1"=50' (214) 346-6200 AVO. 31760 FEBRUARY 6, 2017
1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081
HALFF ASSOCIATES, INC. ENGINEERS - SURVEYORS
TBPLS FIRM NO. 10029600
I:\31000s\31760\CADD\Sheets\V502-FP-31760.DGNHALFFah281011:52:53 AM2/6/2017BY
DEDICATION S'OWNER
§ TEXAS OFSTATE
§ DALLAS OFCOUNTY
installed. as locationtheir
by determined be shallde grant herein easements additional such of descriptionand
line, pavement or curb the to main the from services water waste and serviceswater
hydrants, fire cleanouts, manholes, of maintenance and installation for conveyedalso
is area easementsdditional A systems. the or maintenance and construction forspace
working of areas additional include also shall easements water waste and mainWater
Texas. Coppell, of Citythe of
resolutions andregulations rules, ordinances,platting all to subject approved platThis
Member SoleIts:
____________________________
__________________________
Title: Name:
TEXAS OFSTATE
DALLAS OFCOUNTY
true. are certificate foregoing the in statements theat thstated
oath under and expressed therein purpose the for same the executed he thatme
to acknowledged and instrument foregoing the to subscribed is name whoseperson
the be to me toknown __________, ________________ appearedy personall daythis
onState, and County said for and in Public Notary a undersigned, the ME,BEFORE
__________________________________
Texas of State the for and in PublicNotary
________________________________________________________
Approval ofDate AdministratorFloodplain
Texas Coppell, ofCity
Accepted: andApproved
_______________________________________________________
Approval ofDate Commission Zoning and PlanningChairman,
Texas Coppell, ofCity
____________________________
Secretary, Commission Zoning andPlanning
Texas Coppell, ofCity
shown."
currently are abandonments and/or easements utility franchise all andproposal
development and plat the of copy a provided and contacted been each haveutilities
franchise all that verify Engineer), or (Surveyor _______________________"I,
§STATE OF TEXAS
§ DALLAS OFCOUNTY
________________________________________________
Texas of State the for and in PublicNotary
CERTIFICATIONSURVEY
PRESENTS: THESE BY MEN ALLKNOW
____________________________________________
SURVEYOR LAND PROFESSIONALREGISTERED
10029600 NO. FIRMTBPLS
2
2
FOR
BMSC
ENGINEER/SURVEYOR
EMAIL: ashafer@halff.com
EMAIL: dlittleton@halff.com
TBPE FIRM NO: F-312
FAX: 214-739-0095
TELE: 214-346-6200
CONTACT: DAVID B. LITTLETON
RICHARDSON, TX 75081
1201 N. BOWSER RD.
HALFF ASSOCIATES, INC.
signing his/her name as hereinabove subscribed.
set forth in and upon said plat, and said Chairman to note the acceptance thereof
alleys, parks, easements, public places, and water and sewer lines, as shown and
Commission, by formal action, then and there accepted the dedication of streets,
________ day of ____________________, 2017, and the Planning and Zoning
the City of Coppell was submitted to the Planning and Zoning Commission on the
, an Addition to GATEWAY BUSINESS PARK NO. 2, LOTS 1R AND 3, BLOCK A
Coppell, Texas, hereby certifies that the foregoing Replat \ Minor Plat of
The undersigned, the Planning and Zoning Commission Secretary of the City of
ANDREW J. SHAFER
TEXAS REGISTRATION NUMBER 5017
accordance with the platting rules and regulations of the City of Coppell, Texas.
monuments shown hereon were found and/or placed under my personal supervision in
that I have prepared this plat from an actual on the ground survey of the land; and the
That I, Andrew J. Shafer, a Registered Professional Land Surveyor, do hereby certify
statements in the foregoing certificate are true.
executed the same for the purpose therein expressed and under oath stated that the
name is subscribed to the foregoing instrument and acknowledged to me that he
on this day personally appeared Andrew J. Shafer, known to me to be the person whose
BEFORE ME, the undersigned, a Notary Public in and for the said County and State,
BE RECORDED FOR ANY PURPOSE." FOR REVIEW PURPOSES ONLY.
TXBLS RULE 663.18(C); "PRELIMINARY, THIS DOCUMENT SHALL NOT
the utility.)
reading meters and any maintenance or service required or ordinarily performed by
utility shall have the right to ingress or egress to private property for the purpose of
without the necessity at any time of procuring the permission of anyone. (Any public
patrolling, maintaining and adding to or removing all or parts of its respective systems
upon the said easement for the purpose of constructing, reconstructing, inspecting,
maintenance or efficiency of its respective right or ingress or egress to or from and
improvements or growth which in any way endanger or interfere with the construction,
and keep removed all or parts of any buildings, fences, trees, shrubs, or other
using or desiring to use same. All and any public utility shall have the right to remove
being hereby reserved for the mutual use and accommodation of all public utilities
reconstructed or placed upon, over or across the easements shown. Said easements
buildings, fences trees shrubs, or other improvements or growths shall be constructed,
on the utility and fire lane easements is the responsibility of the property owner. No
and all public and private utilities for each particular use. The maintenance of paving
be open to the public, fire and police units, garbage and rubbish collection agencies,
are hereby reserved for the purposes indicated. The utility and fire lane easements shall
simple to the public use forever, the streets shown thereon. The easements shown thereon
, an addition to the City of Coppell, Texas, and does hereby dedicate, in fee BLOCK A
GATEWAY BUSINESS PARK NO. 2, LOTS 1R AND 3,the herein described property as
That SFPLP HOLDINGS MANAGEMENT LLC, does hereby adopt this plat designating
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
SFPLP HOLDINGS MANAGEMENT LLC
DEVELOPER/OWNER
rnovak@beautymanufacture.comEMAIL:
TELE: 817-851-4723
CONTACT: RALPH NOVAK
COPPELL, TEXAS 75019
1250 S. FREEPORT PKWY.
SFPLP HOLDINGS MANAGEMENT LLC
CERTIFICATEOWNER'S
§ TEXAS OFSTATE
§ DALLAS OFCOUNTY
follows: as described particularly more beingand
O.P.R.D.C.T., 201200031715, Number Instrument in recorded LLC, Management, HoldingsSFPLP
to Deed Warranty Special in described tract acre 5.58 a 2, Tract and tract acre 4.73 a 1, Tractall
and (O.P.R.D.C.T.) Texas County, Dallas Records Public Official 201200037650, NumberInstrument
in recorded LLC, Management Holdings SFPLP to Deed Warranty Special in described land oftract
acre 1.407 that of all being and (D.R.D.C.T.), Texas County, Dallas Records Deed 1, Page98043,
Volume in recorded Texas, County, Dallas Coppell, of City the to addition an 2, No. ParkBusiness
Gateway of 1 Lot of all including tract said Texas, County, Dallas Coppell, of City 1296,Number
Abstract Survey, Simmons A James the and 1555 Number Abstract Survey, Wilson Joel ofHeirs
the in situated land of acres 11.724 of owner the is LLC, Management, Holdings SFPLPWHEREAS,
tract; SFPLP acre 1.407 said of corner northeastthe
being right-of-way), wide foot 80 (a Parkway Freeport of line right-of-way west the andright-of-way)
wide foot 57.50 (a Drive Fritz of line right-of-way south the of intersection the for found cap")"with
as to referred (hereinafter "HALFF" stamped cap plastic yellow with rod iron 1/2-inch a atBEGINNING
feet; 194.20 of distance a East, seconds 49 minutes 43degrees
18 South bears chord whose and feet 306.59 of radius a having left the to curve circular a ofcurvature
of point the for found cap with rod iron 1/2-inch a to feet 5.89 of distance a Parkway,Freeport
said of line right-of-way west the along East, seconds 48 minutes 15 degrees 00 SouthTHENCE
corner;
found cut "X" to feet 197.60 of distance arc an seconds, 40 minutes 55 degrees 36 of anglecentral
a through curve, said along and line right-of-way west said along continuing Southerly,THENCE
; 2 No. Park Business Gateway said of 2 Lot ofcorner
northeast the and 1 Lot said of corner southeast the for found cut "X" a to feet 254.86 ofdistance
a line, line right-of-way said along continuing East, minutes 30 seconds 11 degrees 37 SouthTHENCE
distances; and bearings following the 2 Lot said of linenorth
the and 1 Lot said of line south common the along and line right-of-way west said departingTHENCE
feet; 437.99 ofdistance
a West, seconds 37 minutes 28 degrees 70 South bears chord whose and feet 793.80of
radius a having right the to curve circular tangent a of curvature of point the for found capwith
rod iron 1/2-inch a to feet 77.68 of distance a West, seconds 44 minutes 27 degrees 54South
corner; for found rod iron 1/2-inch a to feet 443.75 of distance arcan
seconds, 45 minute 01 degrees 32 of angle central a through curve, said alongSouthwesterly,
feet; 306.19 of distance a West, seconds 43 minutes 55 degrees 68 South bears chordwhose
and feet 507.08 of radius a having left the to curve circular a of curvature of point the forfound
rod iron 1/2-inch a to feet 90.29 of distance a West, seconds 30 minutes 29 degrees 86South
right-of-way); width variable a Freeway Johnson B (Lyndon 635 IH ofline
right-of-way east the on being and 2 Lot said of corner northwest the and 1 Lot said ofcorner
southwest the for set cap with rod iron 1/2-inch a to feet 311.04 of distance arc anseconds,
43 minutes 08 degrees 35 of angle central a through curve, said alongSouthwesterly,
corner; for point a to feet 106.86 of distance a 635, IH of line right-of-way east said theand
1 Lot said of line west common the along West, seconds 21 minutes 39 degrees 38 NorthTHENCE
D.R.D.C.T; 16,Page
99172, Volume in recorded Coppell, of City the to addition Headquarters),an (IAAM ParkBusiness
Gateway of 1 Block 1, Lot of corner south the being also acre, 5.58 said of corner southwestthe
and 1 Lot said of corner northwest the for cap with found rod iron 1/2-inch a to feet 76.37 ofdistance
a line, common said along continuing West, seconds 41 minutes 11 degrees 49 NorthTHENCE
Drive; Fritz said of line right-of-way south the on being and 1, Block 1, Lotsaid
of corner northeast the and acre 5.58 said of corner northwest the for found cap with rod iron1/2-inch
a to feet 576.39 of distance a 1, Block 1, Lot said of line east and acre 5.58 said of line westcommon
the along and line common said departing West, seconds 16 minutes 18 degrees 00 NorthTHENCE
tract; acre 5.58 said of corner northeastthe
for found cap with rod iron 1/2-inch a to feet 552.48 of distance a Drive, Fritz of line right-of-waysouth
said along and line common said departing East, seconds 14 minutes 41 degrees 89 NorthTHENCE
tract; acre 1.407 SFPLP said of cornernorthwest
the for found cap with rod iron 1/2-inch a to feet 13.76 of distance a acre, 5.58 said of lineeast
the along and line common said departing West, seconds 34 minutes 39 degrees 00 SouthTHENCE
less. or more land, of acres 11.724 or feet square 510,705 CONTANING ANDBEGINNING
OF POINT the to feet 210.72 of distance a Drive, Fritz of line right-of-way south said the and tractacre
1.407 said of line north common the along East, seconds 14 minutes 44 degrees 89 NorthTHENCE
of _____________, 2017. day ______ the HAND, this MYWITNESS
_________________, 2017. on administrator floodplainCoppell
of City _____ has been filed with the No. Development Permit ApplicationFloodplain
7. , 201______________ ofy da the _______WITNESS OUR HANDS, this
_____________, 2017.
of the _____ day this OFFICE, OF SEAL AND HAND UNDER MYGIVEN
. 2017 , of ______________y da _______ the WITNESS OUR HANDS, this
_________________, 2017.
of ______day this OFFICE OF SEAL AND HAND UNDER MYGIVEN
SITUATED IN THE
OF
CITY OF COPPELL, DALLAS COUNTY, TEXAS
JOEL WILSON SURVEY, ABSTRACT NO. 1555
JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296
REPLAT/MINOR PLAT
LOTS 1R AND 3, BLOCK A
GATEWAY BUSINESS PARK NO. 2
and being a Minor Plat of 7.384 acres
(VOL. 98043, PG. 1)
GATEWAY BUSINESS PARK NO. 2
BEING A REPLAT OF LOT 1, BLOCK A
SCALE: 1"=50' (214) 346-6200 AVO. 31760 FEBRUARY 6, 2017
1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081
HALFF ASSOCIATES, INC. ENGINEERS - SURVEYORS
TBPLS FIRM NO. 10029600