DCT Fellowship- PN141111 (2)0
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NOTES
1. Bearing system for this survey is is based on the Texas State Plane Coordinate System - NAD 83,
North Central Zone 4202.
1. Subject property is shown on the National Flood Insurance Program Flood Insurance Rate Map for
Dallas County, Texas and Incorporated Areas, Map No. 48113C0135K, Community -Panel No. 480170
0135 K, Effective Date. July 7, 2014. Subject property is also shown on the National Flood Insurance
Program Flood Insurance Rate Map for Tarrant County, Texas and Incorporated Areas, Map No.
48439CO110K, Community -Panel No. 4480598 0110 K, Effective Date. September 25, 2009. All of
the subject property is shown to be located in Zone "X" and Zone "AE" on said maps. The location
of the said floodzones is based on said map, is approximate and is not located on the ground.
Relevant zones are defined on said map as follows.
Zone "AE" - Special Flood Hazard Area inundated by 100 -year flood. • Base Flood Elevations
Determined.
Zone "X" - Other Areas. Areas determined to be outside the 0.29 annual chance flood.
2. The survey abstract lines city limits and county limits lines shown hereon are approximate and are
not located on the ground.
J. The purpose of this plat is to create one (1) lot from part of an unplatted tract of land.
L/NE TABLE
L/NE
BEA RING
LENGTH
L1
S 00 20'11" E
50.72'
L2
N 89'39'49" E
294.37'
L3
N 01'12'08" W
21.97'
L4
N 88'47'52" E
10.00'
L5
S 01 "12'08" E
22.13'
L6
N 8939'49" E
213.67'
L7
S 4458'00" E
29.82'
L8
S 0020'11" E
63.03'
L9
N 8939'49" E
22.31'
L10
S 0020'11" E
10.00'
L11
S 8939'49" W
22.31'
L12
S 0020'11" E
278.24'
L13
N 89'39'49" E
309.62'
L14
N 01'12'08" W
9.57'
L15
N 88'47'52" E
10.00'
L16
S 01112'08" E
9.72'
L17
N 89'39'49" E
279.32'
L18
S 4520'11" E
20.25'
L19
N 43'47'52" E
35.22'
L20
S 46'12'08" E
10.00'
L)WE TABLE
LINE
BEAR/NG
LENGTH
L21
S 43 47'52" W
35.37'
L22
S 45720'11" E
0.96'
L23
S 00'19'49" E
208.47'
L24
N 88'47'52" E
9.24-
L25
S 01'12'08" E
10.00-
L26
S 88 47'52" W
9.40'
L27
S 00'1949" E
129.18'
L28
S 4425'47" W
26.93'
L29
S 4341'05" E
16.00'
L30
S 46'18'55" W
10-00-
L31
I N 43'41'05- W
15.657-
L32
S 44'25'47" W
0.78'
L33
S 89'39'49" W
280.96'
L34
S 0024'21" E
11.12'
L35
S 8935'39" W
10-00-
L36
I N 0024'21" W
11.13-
L37
S 89-39'49- W
249.59'
L38
I S 0000'00" E
11.87-
L39
S 90'00'00" W
10.00'
L40
N 0000'00" E
11.81'
L/NE TABLE
L/NE
BEAR/NG
LENGTH
L41
S 8939'49" W
313.27'
L42
S 00'4357" E
10.59'
L43
S 89"16'03" W
10.00'
L44
N 00'43257" W
10.66'
L45
S 89'39'49" W
219.95'
L46
S 00'17'30" E
10.99'
L47
S 89 42'30" W
10.00'
L48
N 00'1730" W
10.98'
L49
S 8939'49" W
29.64'
L50
S 0020'11" E
60.98'
L51
S 00'09'47" E
72.84'
L52
N 89'40'25" E
5.00'
L53
N 00'09'48" W
72.82'
L54
N 89'38'09" E
92.50'
L55
S 00'09'47" E
72.82'
L56
N 89'50'13" E
5.00'
L57
N 0009'47" W
72.84'
L58
N 89 40'01" E
544-46-
L59
S 4520'11" E
22.93'
L60
S 00'19'49" E
339.4V7
OWNER'S CERTIFICATE
OWNER'S DEDICATION
STATE OF TEXAS
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS.-
L61
That, does hereby adopt this plat designating the herein described property as DCT FELLOWSHIP
COUNTY OF DALLAS
WEST ADDI770N, Lot 1, Block 1, an addition to the City of Coppell, Texas, and does hereby dedicate, In fee s/mple, to
S 8939'49" W
the public use forever the streets shown thereon. The easements shown thereon are hereby reserved for the purposes
WHEREAS, FELLOWSHIP OF LAS COUNAS is the owner of a 20.000 acre tract of land situated in the John Gibson Survey,
Indicated The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish
Abstract No. 586, Tarrant County, Texas and the John Gibson Survey, Abstract No. 1716, Dallas County, Texas; said
collection agencies, and all public and private utllit/es for each particular use. The maintenance of paving on the utility
tract being part of that certain tract of land described in Special Warranty Deed with Vendor's Lien to Fellowship of Las
and fire lane easements is the responsibility of the property owner. No buildings, ,fences, trees, shrubs, or other
Colinas recorded in Volume 11578, Page 1111 of the Deed Records of Tarrant County Texas and in Volume 94091, Page
Improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements shown.
1680 of the Deed Records of Dallas County, Texas; said 20.000 acre tract being more particularly described as follows
Sold easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to
(bearing system for this survey Is based on a bearing of South 00 degrees, 42 minutes, 18 seconds East for the west
use some. All and any public utility shall have the right to remove and keep removed all or parts of any buildings,
right-of-way line of Creekview Drive).
fences, trees, shrubs, or other Improvements or growths which In any way endanger or interfere with the construction,
11.02'
maintenance or efficiency of Its respective right or ingress or egress to or from and upon the sold easement for the
BEGINNING, at a 1/2 -Inch Iron rod with 'GOODWIN MARSHALL" cap found for corner at the southwest end of a
purpose of constructing, reconstructing, Inspecting, patroll/ng, maintaining and adding to or removing oil or parts of Its
right-of-way corner clip at the Intersection of the north right-of-way line of Bethel Road/Bass Pro Drive (a variable
respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall
width right-of-way) and the sold west line of Creekview Drive (a variable 60 -foot wide right-of-way);
have the right to Ingress or egress to private property for the purpose of reading meters and any maintenance or
S 8939'49" W
service required or ordinarily performed by the utility).
THENCE, in a westerly direction, departing said comer clip and along the said north line of Bethel Road/Bass Pro Drive,
N 011 VOW W
the following six (6) cal/s.
Water main and waste water easements shall also include additional areas of working space for construction and
Is 88'47'52" W
maintenance or the systems. Additional easement area is also conveyed for installation and maintenance of manholes,
South 89 degrees, 31 minutes, 11 seconds West, a distance of 632.79 feet to a point for corner, said point being
cleanouts, fire hydrants, water services and waste water services from the main to the curb or pavement line, and
an angle point in the said north line of Bethel Road/Bass Pro Drive,
description of such additional easements herein granted shall be determ/ned by their location as installed.
South 00 degrees, 12 minutes, 36 seconds West, along an offset In the sold north line of Bethel Road/Boss Pro
This plat approved subject to al/ platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas.
Drive, a distance of 2.28 feet to a point for comer; sold point being an angle point in the said north line of
14T77VESS, my hand this the day of 2014.
Bethel Road/Bass Pro Drive,
_ _,
South 89 degrees, 30 minutes, 44 seconds West, a distance of 15.88 feet to a point at the beginning of a
NAME 717LE
tangent curve to the left,
N 0020'11" W
Along sold curve to the left, having a central angle of 00 degrees, 31 minutes, 48 seconds, a radius of 22960.81
STA 7E OF 7i=XAS
feet, a chord bear/ng and distance of South 89 degrees, 14 minutes, 50 seconds West, 212.35 feet, an arc
45.31'
distance of 21235 feet to a point for comer,
COUNTY OF DALLAS
South 88 degrees, 58 minutes, 57 seconds West, a distance of 350.00 feet to a point at being the beginning of
BEFORE ME, the undersigned, a Notary Public in and for sold County and State, on this day personally appeared
a tangent curve to the right,
'of known to me to be the person and officer whose name Is subscribed to the foregoing
Along said curve to the right, having a central angle of 00 degrees, 07 minutes, 07 seconds, a radius of 11416.66
Instrument and acknowledged to me that he executed the some for the purposes and considerations therein expressed,
feet, a chord bearing and distance of South 89 degrees, 02 minutes, 30 seconds West, 23.62 feet, an arc
and in the capacity therein stated.
distance of 23.62 feet to a point for comer In the west line of said Fellowship tract and the east line of Lot 1,
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of 2014.
Block 2, Genesis Addition, an addition to the City of Grapevine, Texas according to the plat recorded In
Instrument No. D204303185 of the Official Public Records of Tarrant County, Texas,
THENCE, North 00 degrees, 31 minutes, 30 seconds West, departing the said north line of Bethel Road/Bass Pro Drive
and along the said west line of the Fellowship tract and the said east line of Lot 1, at a distance of 382.41 feet
Notary Public in and for the State of Texas
passing the northeast comer of said Lot 1 and the southeast corner of Lot 5, Block 2, Genesis Addition, an addition to
the City of Grapevine according to the plat recorded In Instrument No. D207195455 of said Official Public Records,
My commission expires:
contlnuing along the east line of said Lot 5, at a distance of 747.50 feet passing the northeast corner of sold Lot 5
and the southeast comer of that certa/n tract of land described In Trustee's Deed to James B. Martino recorded in
Instrument No. D209170707 of sold Officlal Public Records, then contlnuing along the east line of sold Martino tract In
al/ a total distance of 881.12 feet to a point for comer,
THENCE, North 89 degrees, 28 minutes, 30 seconds East, departing the said west line of the Fe/lowshlp tract and the
Recommended for Approval.
sold east line of the Martino tract, a distance of 627.96 feet to a point for corner;
Chairman, Planning and Zoning Commission Date
THENCE, South 00 degrees, 31 minutes, 30 seconds East, a distance of 360.30 feet to a point for comer;
City of Coppell, Texas
THENCE, North 89 degrees, 28 minutes, 30 seconds East, a distance of 620.08 feet to a point for corner in the sold
west line of Creekview Drive,
THENCE, South 00 degrees, 42 minutes, 18 seconds East, along the sold west line of CreekWew Drive, a distance of
500.02 feet to a point for comer, sold point being at the northeast end of sold corner clip at the Intersection of the
Approved and Accepted.
west line of Creekview Drive and the north line of Bethel Road/Bass Pro Drive;
THENCE, South 44 degrees, 23 minutes, 44 seconds West, along said corner dip, a distance of 21.18 feet to to the
Karen Seibo Hunt, Mayor Date
POINT OF BEGINNING;
City of Coppell, Texas
CONTAINING 871,2OO square feet or 20.000 oorv4 mom or less.
The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of
Lot an oddl� to the Qfty
L/NE TABLE
LINE
BEAR/NG
LENGTH
L61
S 44'25'47" W
29.43'
L62
S 8939'49" W
1129.25'
L63
N 00'20'11" W
376.50'
L64
N 8939'49" E
486.84'
L65
S 0020'11" E
225.71'
L66
S 89'39'49" W
34.37'
L67
N 01'12'08" W
11.02'
L68
S 8847'52" W
10.00'
L69
S 01'12'08" E
10.86'
L70
S 8939'49" W
342.31'
L71
N 011 VOW W
12.24'
L72
Is 88'47'52" W
10.00'
L73
S 0112'08" E
12.09'
L74
S 8939'49" W
132.33'
L75
N 0020'11" W
287.30'
L76
N 8939'49" E
45.31'
L77
N 0020'11" W
10.00'
L78
S 89'3949" W
45.31'
L79
N 002011" W
65.20'
FL80
N 8939'49" E
513.87'
L/NE TABLE
L/NE
BEAR/NG
LENGTH
L81
S 44'58'00" E
21.54'
L82
S 0020'11" E
116.46'
L83
S 89'45'41" W
19.31'
L84
S 00'19'19" E
5.00'
L85
N 89 45'41" E
19.32'
L86
S 01'14'41" E
11.91'
L87
S 89'12'39" W
112.04'
L88
S 54'51'25" W
59.22'
L89
S 00'38'19" E
301.21'
L90
S 32'07'02" W
81.85'
L91
S 8939'54" W
21.15'
L92
S 00'08'59" E
223.03'
L93
S 8928'30" W
7.05'
L94
N 0020'11" W
311.54'
L95
N 89'52'10" W
28.17'
L96
N 00'00'00" E
10.00'
L97
S 8932'10" E
28.11'
L98
N 0020'11" W
559.28'
Floodplain Development Permit Application No. has been filed with the City of Coppell floodplain administrator on
2014.`
Roodplain Administrator Date
Approved and Accent, ed b^
Date of Approval
ATMOS ENERGY
/ ENGINEER:
Date of Approval
ONCOR ELECTRIC D WVERY COMPANY
FELLOWSHIP OF
Date of Approval
VERIZON
KOCH
Date of Approval
TiME WARNER CABLE
SURVEYOR'S STATEMENT
STATE OF TEXAS
COUNTY OF DALLAS
KNOW ALL MEN BY THESE PRESENTS.•
That I, John S. Andrlcopou/os, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat
from an actual on the ground survey of the land; and the monuments shown hereon were found and/or placed under
my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas
PRELIMINARY
THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY
PURPOSE AND SHALL NOT BE USED OR VIEWED OR
RELIED UPON AS A FINAL SURVEY DOCUMENT.
RELEASED 11 /11/14.
John S. Andricopoulos
Registered Professional Land Surveyor
No. 6354
STA7E OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned, a Notary Public in and for sold County and State, on this day personally appeared
of . known to me to be the person and
officer whose name Is subscribed to the foregoing Instrument and acknowledged to me that he executed the same for
the purposes and considerations there/n expressed, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the ---day of . 2014.
Notary Public In and for the State of Texas
My commission expires.
GRAPEVINE PLANNING & ZONING COMMISSION.
Date Approved.
Chairman:
Secretary.
GRAPEVINE CITY COUNCIL:
Date Approved.
8350 N. CENTRAL EXPWY. SUITE 1000
OWNER:
Mayor.
SURVEYOR
/ ENGINEER:
Pacheco
v
FELLOWSHIP OF
City Secretory.
O
KOCH
J
m
TX REG. ENGINEERING FIRM F-14439
2450 HIGHWAY
121 NORTH
8350 N.
CENTRAL EXPWY . SUITE 1000
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FIRM LS -10193805
GRAPEVINE, TX
2w
DALLAS,
SHEET 2 OF 2
HONOR PD- L AIr
o
DCT FELLOWSHIP
PHONE :972-471
-6724
WEST ADDITION
k
DRAWN BY
I CHECKED BY
Q.
SCALE
LOT 19 BLOCK 1
co
CONTACT:BRAD
LOCATED IN
CONTACT:
BE%.r"THE
CITY OF GRAPEVINE, TEXAS, OUT OF THE
w
HN
" GIBSON SURVEY, ABSTRACT NO. 5869
I OCT. 2014
•
hk
TARRANT COUNTY, TEXAS
o
.z1 2014AND
LOCATED IN
'
THE
CITY OF COPPELL, TEXAS, OUT OF THE
Lt JOHN
GIBSON SURVEY, ABSTRACT NO. 1716
PLANNING & ZONING DEPARTMENT
DALLAS COUNTY, TEXAS
O
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-
1 LOT / 20.000 ACRES
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Z
8350 N. CENTRAL EXPWY. SUITE 1000
OWNER:
SURVEYOR
/ ENGINEER:
Pacheco
DALLAS, TX 75206 972.235.3031
Koch
FELLOWSHIP OF
LAS COL 1 NAS
PACHECO
KOCH
TX REG. ENGINEERING FIRM F-14439
2450 HIGHWAY
121 NORTH
8350 N.
CENTRAL EXPWY . SUITE 1000
TX REG. SURVEYING
FIRM LS -10193805
GRAPEVINE, TX
76051
DALLAS,
TEXAS 75206
PHONE :972-471
-6724
PHONE: 972-235-3031
DRAWN BY
I CHECKED BY
SCALE
DATE
JOB NUMBER
CONTACT:BRAD
STOVALL
CONTACT:
JOHN S. ANDRICOPOULOS
JSA/MNP
JSA
NONE
I OCT. 2014
2768-14.255
DWG FILE: 2768-14.255MP COPPELL.DWG