ST9301-ES030506 (2)STATE OF TEXAS §
COUNTY OF DALLAS §
DRAINAGE EASEMENT
3879940
05/08/03
2322986
~.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 tjrm respectively represents one or more than one person.
THAT, The l~Iim~s Builders, Inc., 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 Coppeil, 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 "Drainage Easement") 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 Drainage Easement for the purpose of making additions
to, improvements on and repairs to said drainage system or any part thereof.
Said Drainage Easement 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
Drainage Easement, 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 Drainage Easement to its original condition as nearly as practical taking into
consideration the nature of the work being performed. GRANTOR reserves the right to use and
maintain the surface of the Drainage Easement for purposes ;vhich 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.
day of /~?iZt ~- ,2003.
EXECUTED this
The ~ Buil~
GRANTOR
]m O 8 7 )9 t
STATE OF TEXAs §
COUNTY OF DALLAS §
This instrument was acknowledged before me on the 17~ day of April 2003, by Terry
Holmes, of The Holmes Builders, Inc., on behalf of said corporation.
.-': :*: PAULA J. CROCKER
~.[_-, ,~, ~ber 17, 2004
Notary Pubhc, State of T/xas ~ - '
EXHIBIT "A"
County: Dallas
Account No.:
CJS:
Highway No.:
Parcel:
Grantor: The Holmc. s Build..rs:
Page 1 of 2
March 12, 2002
Legal Land Description for Parcel 3DDE
BEING 915 square feet of land situated in the David Meyers Survey, Abstract No. 886 in
the City of Coppell, Dallas County, Texas, and being part of a tract of land described in a
deed to The Holmes Builders, Inc. executed on June 30, 2000 as recorded in Volume
2000135, Page 3104 of the Deed Records of Dallas County, Texas, and being more
particularly described by metes and bounds as follows:
Commencing at an interior comer of said Holmes Builders tract and the north corner of a
called 0.3844 acre tract described as tract one in a deed to Rains Custom Developments,
Inc. as recorded in Volume 2000124, Page 1835 of said Deed Records;
Thence, South 51 degrees 31 minutes 00 seconds West, along the common line of said
Holmes Builders tract and said Rains tract, a distance of 331.83 feet to a one-half inch
steel rebar with yellow plastic cap marked "AB&A", set for corner on the proposed
northeast right of way line of Sandy Lake Road;
Thence, North 53 degrees 29 minutes 06 seconds West, along the proposed northeast
right of way line of Sandy Lake Road, a distance of 95.57 feet to a one-half inch steel
rebar with yellow plastic cap marked "AZB", set for the south corner of the proposed
drainage easement, for the POINT OF BEGINNING, said steel rebar being located at a
distance of 55.00 feet left from centedine station 35+64.70 as shown on Dallas County's
1991 Bond Program Right of Way plans on file at the Dallas County Public Works
Department;
1. THENCE, North 53 degrees 29 minutes 06 seconds West, continuing along the
proposed northeast right of way line of Sandy Lake Road, a distance of 20.86 feet to a
one-half inch steel rebar with yellow plastic cap marked "AB&A", set for corner in the
common line of said Holmes tract and a called 0.508 acre tract described in a deed to
The Holmes Builders, Inc. as recorded in Volume 2001004, Page 2220 of said Deed
Records;
2. THENCE, North 37 degrees 50 minutes 15 seconds East, along the common line of
said Holmes tracts, a distance of 45.01 feet to a one-half inch steel rebar with yellow
plastic cap marked "AB&A", set for corner on the proposed slope easement;
3. THENCE, South 53 degrees 29 minutes 06 seconds East, along the proposed slope
easement, a distance of 19.82 feet to a one-half inch steel rebar with yellow plastic
cap marked "AZB', set for the east corner of the proposed drainage easement;
EXHIBIT "A"
County: DaJtas
Account No.:
CJS:
Highway No.:
Parcel: ~IQDE
Grantor: The Hc~lme.~ Builders; Inc.
Page 2 of 2
March 12, 2002
THENCE, South 36 degrees 30 minutes 54 seconds West, along the southeast line of
the proposed drainage easement, a distance of 45.00 feet to the POINT OF
BEGINNING and containing 915 square feet or 0.0210 acres of land, more or less.
A plat of even survey date herewith accompanies this legal description.
All bearings are on the NAD 83 Texas State Plane Coordinate System, Nodh Central
Zone.
Arredondo, Zepeda & Brunz, Inc.
John F. Pierce, R.P.L.S.
Registered Professional Land Surveyor
Texas No. 2011
~e~O 8 7 0 9 4 t 9
C~ , f CLERk(
DALLAS COUN[Y
MAP CHECK TRAVERSE/CLOSURE AND AREA
Tract name : 10DE-R
Origin :
Northing / Easting
20,000.000
50,000.000
Course 1 : Northwest
Azimuth/Distance : N 53'
Delta North/Delta East :
Northing / Easting :
29' 6.0" W
12.412
20,012.412
20.860'
-16.765
49,983.235
Course 2 : Northeast
Azimuth/Distance : N 37'
Delta North/Delta East :
Northing / Easting :
50' 15.0" E
35.547
20,047.959
45.010'
27.610
50,010.845
Course 3 : Southeast
Azimuth/Distance : S 53' 29' 6.0" E
Delta North/Delta East : -11.794
Northing / Easting : 20,036.166
19.820'
15.929
50,026.774
Course 4 : Southwest
Azimuth/Distance : S 36' 30' 54.0" W
Delta North/Delta East : -36.167
Northing / Easting : 19,999.999
45.000'
-26.776
49,999.998
TOTAL LENGTH OF TRAVERSE = 130.69
CLOSURE : N 67' 1' 23.0" E ,
Ratio : 1 in 56,592
Parcel Area 915.23 SQ. FT.
Parcel Area 0.0210 ACRES
FEET
0.002'
3 .S~,OSoL£ N
0
13_
6
<C
0
0~