ST9301-ES021101DRAINAGE EASEMENT
STATE OF TEXAS §
COUNTY OF DALLAS §
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.
known herein as GRANTOR, in consideration o~the sum ~1~ T~ 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 Grantors 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, retum 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
11/01/08 3535D72 $19.00
Deed
IGVOW ALL MEN BY THESE P~SE~TS
the purposes aforesaid, the premises/~ve described.
EXECUTED this ,3 dayof Itl~/., 2002.
GRANTOR
STATE OF TEXAS §
COUNTY OF DALLAS §
This insmnnent was acknowledged before me on the ,_~ t
~L~ , 2002, by Ross Rains, P~':~, ~
Rains Custom Dl~velopments, Inc., a corporation, on behalf of said corporation.
day of
of
My Commission Expires:
NOTAR~ I~UBLIC, State pfTexas '
(Type / Print Name o£Notary)
· ~2 1 ~, 050~7
EXHIBIT A
County: Dallas
Account No:
CS J:
Highway No: Sandy Lake Road
Parcel: 12D_E
Grantor: Rains Custc~m D~.v~.l~pm~.nfs~ In~
Page 1 of 2
November 29, 1999
Revised: February 08, 2002
Legal Land Description for Pame112_DE
BEING 729 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 called 0.7620 acre tract
described as Tract Two in a deed to Rains Custom Developments, Inc. being executed
on June 15, 2000 as recorded in Volume 2000124, Page 1835 of the Deed Records of
Dallas County, Texas, and being more particularly described by metes and bounds as
follows:
Commencing at the east comer of said Tract Two and the north comer of a tract of land
described as Tract Four in said 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
Tract Two and said Tract Four a distance of 305.42 feet to a one-half inch steel rebar with
yellow plastic cap marked "AB&A" set in the proposed northeast dght of way line of Sandy
Lake Road for the POINT OF BEGINNING, said steel rebar being located at a distance of
55.00 feet left from centedine station 38+09.79 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, along the proposed
northeast dght of way line of Sandy Lake Road, a distance of 16.67 feet to a one-half
inch steel rebar with yellow plastic cap marked "AZ.B", set for the southwest comer of
the proposed drainage easement;
2. THENCE, North 00 degrees 57 minutes 38 seconds West, along the west line of the
proposed drainage easement, a distance of 31.50 feet to a one-half inch steel rebar
with yellow plastic cap marked "AZB", set for comer on the proposed slope easement;
1 L, 050L 8
NOV I ~ool
255 PARKWAY
P 0 BOX 478
EXHIBIT A
County: DaJ~3s
Account No:
CS J:
Highway No: Sandy Lake Road
Parcel: _12D. E
Grantor: R~in.~ Clmtorn DP. vPJn.nrnP, nt.% Inc.
Page 2 of 2
November 29, 1999
Revised: February 08, 2002
3; THENCE, South 53 degrees 29 minutes 06 seconds East, along the proposed slope
easement, a distance of 37.80 feet to a one-half inch steel rebar with yellow plastic
cap marked "AZB", set for the northeast comer of the proposed drainage easement;
4. THENCE South 00 degrees 57 minutes 38 seconds East, along the east line of the
proposed drainage easement, a distance of 5.77 feet to a one-half inch steel rebar
with yellow plastic cap marked "AZB", set for the southeast comer of the proposed
drainage easement in the common line of said Tract Two and said Tract Four;
THENCE, South 51 degrees 31 minutes 00 seconds West, along said common line, a
distance of 21.14 feet to the POINT OF BEGINNING and containing 729 square feet
or 0.0167 acres of land, more or less.
A plat of even survey date herewith accompanies this legal description.
All beadngs are on the NAD 83 Texas State Plane Coordinate System, North Central
Zone.
Arredondo, Zepeda & Brunz, Inc.
John F Pleme, R P L S
Registered Professional Land Surveyor
Texas No. 2011
z z21 050 ,9
MAP CHECK TRAVERSE/CLOSURE AND AREA
Tract name : 12DE
Origin :
Northing / Easting
20,000.000
50,000.000
Course 1 : Northwest
Azimuth/Distance
Delta North/Delta East
Northing / Eastlng
: N 53'
29' 6.0" W
9.919
20,009.919
16.670'
-13.398
49,986.602
Course 2 : Northwest
Azimuth/Distance
Delta North/Delta East
Northing / Eastlng
: N 0'
57' 38.0" W
31.496
20,041.415
31.500'
-0.528
49,986.074
Course 3 : Southeast
Azimuth/Distance
Delta North/Delta East
Northing / Easting
: S 53'
29' 6.0" E
-22.492
20,018.923
37.800'
30.380
50,016.454
Course 4 : Southeast
Azimuth/Distance
Delta North/Delta East
Northing / Eastlng
: S 0'
57' 38.0" E
-5.769
20,013.153
5.770'
0.097
50,016.551
Course 5 : Southwest
Azimuth/Distance
Delta North/Delta East
Northing / Easting
: S 51'
31' 0.0" W
-13.155
19,999.998
21.140'
-16.548
50,000.003
TOTAL LENGTH OF TRAVERSE = 112.88
CLOSURE : N 56' 6' 58.8" W ,
Ratio : 1 in 34,694
Parcel Area = 729.25 SQ. FT.
Parcel Area = 0.0167 ACRES
FEET
0.003'
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