ST9304-ES011204a
STATE OF TEXAS §
COUNTY OF DALLAS §
DRAINAGE EASEMENT
tai && i&
95/06/02 3222923 $19.00
Deed
KNOW ALL MEN BY THESE PRESENTS
THAT the term Grantor used herein shall be construed in the singular or plural
number as such term respectively represents one or more than one person.
THAT, A E A p q '1 �> I LLl 1J C,rS LF Y
known herein as GRANTOR, in consideration of the sum of Ten and no /100 Dollars ($10.00) and
other good and valuable consideration in hand paid by City of Coppell, Texas, receipt of which is
hereby acknowledged, does by these presents grant, bargain, sell and convey unto City of Coppell,
Texas, ( "GRANTEE "), the free and uninterrupted use, liberty and privilege of passage in, along,
upon and across the following described property owned by Grantor (the "easement strip ") for the
purpose of constructing and maintaining an underground drainage system across Grantor's main
tract with the right and privilege at all times, of the GRANTEE herein, its agents, employees,
workmen and representatives having ingress, egress, and regress in, along, upon and across said
premises (the "easement strip ") for the purpose of making additions to, improvements on and
repairs to said drainage system or any part thereof.
Said easement strip being described in Exhibits "A" and 'B" attached hereto and made a
part hereof for all purposes.
That in consideration of the benefits above set out, Grantee will remove from the easement
strip, such fences, buildings and other obstructions as may be found upon said property. After
construction of the underground drainage system has been completed or after any entry for repairs
or maintenance, GRANTEE shall, except for removed obstructions, return the surface area of the
easement strip to its original condition as nearly as practical taking into consideration the nature of
the work being performed. GRANTORS reserve the right to use and maintain the surface of the
easement strip for purposes which will not interfere with GRANTEE'S rights hereby granted and
agree that upon completion of the underground facility and restoration of the surface, GRANTEE
shall not be obligated for future maintenance and upkeep of the surface area.
TO HAVE AND TO HOLD unto the City of Coppell, Texas, its successors or assigns for
the purposes aforesaid, the premises above described.
EXECUTED this `1 1-k day of , 2001.
2002088 06357
� J
STATE OF TEXAS §
COUNTY OF DALLAS §
This instrument was acknowledged before me on the
day of
2001 by
NOTARY PUBLIC, State of Texas
My Commission Expires:
(Type / Print Name of Notary)
STATE OF TEXAS §
COUNTY OF DALLAS §
This instrument was acknowledged before me on the % day of
2001 by �T Pr 1 M -- b; l 5 f
My Commission Expires:
�U Z1 2om'
BETSY ROYVE
MY COMMISSION EXPIRES
- Atw'13'waw t�-
NOTAR UBLIC, State of Texas
136 A 4 11 D Uk,
(Type / Print Name of Notary)
2002088 08358
BELTLINE ROAD
PROJECT 91 -829
PARCEL 8 -DE -2
OCTOBER 28, 1998
DRAINAGE EASEMENT
BEING a 0.0663 acre tract of land in the City of Dallas, Texas, part of the Jacob G. Carlock Survey,
Abstract No. 312 in Dallas County, Texas and part of a tract described by instrument as Tract 2 to Crow -
Billingsley North Lake HB &T Joint Venture filed in Volume 90106, Page 2492 and by plat in Volume
89096, Page 2351 in the Deed Records Dallas County, Texas (D.R.D.C.T.), and being more particularly
described as follows:
BEGINNING at a set 1/2 inch iron rod with a yellow plastic cap stamped "HALFF ASSOC. INC. ",
hereinafter referred to as "with cap" for corner and located at centerline Station 82 +14.71, offset 73.00
feet right, as defined in Public Works Project number 490 -403.1 / 91 -829 in the project records of Dallas
County, Texas at the most northerly point of a corner clip on the southwest corner of the intersection of
Beltline Road (variable width) and Northlake Road (80 feet wide);
THENCE South 26 degrees 14 minutes 10 seconds East, along said corner clip a distance of 57.81 feet to
a found 3/8 inch iron rod on the existing west right -of -way line of Northlake Road, at the point of
curvature of a non - tangent circular curve to the left having a radius of 858.51 feet and whose chord bears
South 16 degrees 00 minutes 13 seconds West, a distance of 22.41 feet;
- THENCE along said existing west right -of -way line and said curve through a central angle of 01 degree
29 minutes 43 seconds, an arc length of 22.41 feet to a set 1/2 inch iron rod with cap for corner said point
being non - tangent;
THENCE North 26 degrees 14 minutes 10 seconds West, departing said existing west right -of -way line, a
distance of 45.85 feet to a set 1/2 inch iron rod with cap for comer;
THENCE North 49 degrees 44 minutes 32 seconds West, a distance of 51.60 feet to a set 1/2 inch iron rod
with cap for corner;
THENCE North 70 degrees 40 minutes 05 seconds West, a distance of 131.79 feet to a set 1/2 inch iron
rod with cap at the point of curvature of a non - tangent circular curve to the left having a radius of 2799.79
feet and whose chord bears North 75 degrees 01 minute 02 seconds West, a distance of 14.27 feet;
THENCE Northwesterly along said curve through a central angle of 00 degrees 17 minutes 31 seconds, an
arc length of 14.27 feet to a set 1/2 inch iron rod with cap for corner said point being non - tangent;
THENCE North 14 degrees 55 minutes 52 seconds East, departing said curve and returning to said
existing south right -of -way line of Beltline Road, a distance of 5.00 feet to a set 1/2 inch iron rod with cap
at the point of curvature of a circular curve to the right having a radius of 2804.79 feet and whose chord
bears South 73 degrees 16 minutes 26 seconds East, a distance of 184.94 feet;
zaa2088 06359 Xti,b�/
AVO: 14111 \wp \98- 8de2.doc SHT. I OF 2
THENCE Southeasterly, along said existing south right -of -way line of Beltline Road and along said curve,
through a central angle of 03 degrees 46 minutes 43 seconds, an arc length of 184.97 feet to the POINT
OF BEGINNING and containing 2,886 square feet or 0.0663 acres of land more or less.
Basis of bearing is Texas state plane north central zone 4202 (1983 adjustment) based on GPS
measurements from triangulation station GPS4 (PID CS3408). Convergence angle at GPS4 is ( +)
00 °48'34.9" as computed by Corpscon version 4.11.
Colin J iry, R7egiste,99d Professional Land Surveyor
Texas Rokistration N4&ber 5230
20 02088 06360
AVO: 14111 \wp \98- 8de2.doc SHT. 2 OF 2
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A l.� �`• °tamped hereon p =instrument was tiled an the date a LAS
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of the e d me and was duly recorded in the volum�e
n by me. mad fecords of Dallas County, to the es stampp amill
MAY 6 2002
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