ST9301-ES021101 (2)STATE OF TEXAS §
COUNTY OF DALLAS §
DRAINAGE EASEMENT :='ot:5-~-;3 :t
11/01/0~ 3535869 $19.00
~eed
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.
known herein as GRANTOR, in c~'~s-i~-eration Of the sum of ~l'en and no/l~0 Dollars ($10.00) and
other good and valuable consideration in hand paid by City of Coppeli, 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 .0 t' ~{ day of
p~l~ ,2002.
GRANTOR
05030
STATE OF TEXAS §
COUNTY OF DALLAS §
This instrument was acknowledged before me on the ~,~ d
~ , 2002, by Ross Rains, ~)('~.~td.,e~ 3
Rains Custom Developments, Inc., a corporation, on behalf of said corporation.
day of
of
My Commission Expires:
NOTAk~ PUBLIC, State offfexa~
(Type / Print Name of Notary)
zor21 t~ 05031
EXHIBIT "A"
County: Dallas
Account No.:
CS J:
Highway No.: Sandy Lake Road
Parcel: 13DE2
Grantor: Rains Custom Developments, Inc.
Page 1 of 2
March 08, 2002
Legal Land Description for Parcel 13DE2
BEING 462 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 as Tract
Three and Tract Four 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 north comer of said Tract Four and the east comer of a called 0.7620
acre tract described as Tract Two 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 for comer on the proposed northeast dght of way line
of Sandy Lake Road;
Thence, South 53 degrees 29 minutes 06 seconds East, along the proposed northeast right
of way line of Sandy Lake Road, a distance of 92.09 feet to a one-half inch steel rebar with
yellow plastic cap marked "AZB", set for the POINT OF BEGINNING, said steel rebar also
being the southwest comer of the proposed drainage easement and being located a distance
of 55.00 feet left from centedine station 39+02.06 as shown on Dallas County's Bond
Program Right of Way plans on file at the Dallas County Public Works Department;
THENCE, North 06 degrees 30 minutes 58 seconds East, along the west line of the
proposed drainage easement, a distance of 28.87 feet to a one-half inch steel rebar with
yellow plastic cap marked "AZB", set on the proposed slope easement;
THENCE, South 53 degrees 29 minutes 06 seconds East, along the proposed slope
easement, a distance of 29.06 feet to a one-half inch steel rebar with yellow plastic cap
marked "AZB", set on the common line of said Tract Three and a called 0.5450 acre tract
of land described ina deed to Robert King and wife, Heather King as recordrd in Volume
2000002, Page 5434 of said Deed Records;
o
THENCE, South 51 degrees 31 minutes 00 seconds West, along said common line, a
distance of 25.88 feet to a one-half inch steel rebar with yellow plastic cap marked
"AB&A", set on the proposed northeast dght of way line of Sandy Lake Road;
05032
EXHIBIT "A"
County: Dallas
Account No.:
CS J:
Highway No.: Sandy Lake Road
Parcel: 13DE2
Grantor: Rains Custom Developments, Inc.
Page 2 of 2
March 08, 2002
4. THENCE, North 53 degrees 29 minutes 06 seconds West, along the proposed northeast
dght of way line of Sandy Lake Road, a distance of 7.93 feet to the POINT OF
BEGINNING and containing 462 square feet or 0.0106 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 ~. Pierce, R.P.L.S.
Registered Professional Land Surveyor
Texas 2011
05033
9[;0§0 "'--' ~L~z
255 PA~'KWAY 8LVD ';-
· ~: . POBOX478 ~.~
(~OPPELL. I'X 750H)
MAP CHECK TRAVERSE/CLOSURE AND AREA
Tract name : 13DE2
Origin :
Northing / Easting
: 20,000.000 50,000.000
Course 1 : Northeast
Azimuth/Distance
Delta North/Delta East
Northing / Easting
: N 6' 30' 58.0" E
: 28.683
: 20,028.683
28.870'
3.276
50,003.276
Course 2 : Southeast
Azimuth/Distance : S 53'
Delta North/Delta East :
Northing / Easting :
29' 6.0" E
-17.292
20,011.392
29.060'
23.356
50,026.632
Course 3 : Southwest
Azimuth/Distance : S 51' 31' 0.0" W
Delta North/Delta East : -16.105
Northing / Easting : 19,995.287
25.880'
-20.259
50,006.373
Course 4 : Northwest
Azimuth/Distance
Delta North/Delta East
Northing / Easting
: N 53' 29' 6.0" W
: 4.719
: 20,000.006
7.930'
-6.373
50,000.000
TOTAL LENGTH OF TRAVERSE = 91.74 FEET
CLOSURE : S 1' 23' 37.7" E , 0.006'
Ratio : 1 in 16,201
Parcel Area 462.33 SQ. FT.
Parcel Area 0.0106 ACRES
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