ST9304-ES011204 SLOPE EASEMENT
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS
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.
THAT, HENRY BILLINGSLEY ,
herein after referred to as GRANTORS, 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, r~eipt
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 for the purpose of a
slope easement for grading, sloping or filling along, upon and across said property to provide a
more subtle grade change transition, across Grantor's main tract with the fight 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 for the purpose of maintaining,
making additions to, improvements on and repairs to the said slope easement or any part thereof.
Said slope easement strip being described in Exhibits "A" and "B" attached hereto and made
a part hereof for all purposes.
After construction has been completed or after any entry for repairs or maintenance,
GRANTEE shall, except for removed obstructions, return the surface area of the easement strips to
its original condition as nearly as practical taking into consideration the nature of the work being
performed including but not limited to reseeding and adjustment of sprinkler heads to new grade.
GRANTORS reserve the fight to use and maintain the surface of the slope easement strip for
purposes which will not interfere with GRANTEE'S rights hereby granted and agree that,
GRANTEE shall not be obligated for future maintenance and upkeep of the slope easement strip.
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 4TH day of December ,2001.
STATE OF TEXAS §
COUNTY OF DALLAS §
This instrument was acknowledged before me on the day of
., 20O 1, by
NOTARY PUBLIC, State of Texas
My Commission Expires:
(Type / Prim Name of Notary)
STATE OF TEXAS §
COUNTY OF DALLAS §
This instrument was acknowledged before me on the q44q day of
'~~~U , 2001, by ]4~FI ('t]
NOTARY~UBLIC, State of Texas
My Commission Expires:
t (Type / Print Name of Notary)
, -. BELTLINE ROAD
PROJECT 91-829
PARCEL 10-SE
OCTOBER 28, 1998
SLOPE EASEMENT
BEING a 0.6824 acre tract of land in the City of Dallas, Texas, and a pan being in the City of
Coppell, Texas in the Sacob G. Carlock Survey, Abstract No. 312 in Dallas County, Texas, and within
the tract described by instrument as Tract 1.3 to Crow-Billingsley North Lake HB&T Joint Venture
filed on May 25, 1990 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 '2with cap" for comer located at thc centerline station 83+74.45, 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 easterly point of a corucr clip, at the southeast~ corner of the
intersection of Beltline Road (variable width) Northlake Road (80 feet wide);
THENCE South 71 degrees 21 minutes 20 seconds East, along the existing south right-of-way line of
said Beltline Road, a distance of 437.77 feet to a set 1/2 inch iron rod with cap for corner at the
northeast comer of said Crow-Billingsley Tract 1.3, and the northwest comer of thc Crow-Billingsley
Bcltlinc Ltd. tract filed by instrument in Volume 86068, Page 5186 (D.R.D.C.T.);
THENCE South 00 degrees 35 minutes 36 seconds East, departing said existing south right-of-way
line and along the common line between the Crow-Billingsley tracts, a distance of 70.96 feet to a
point for comer;
THENCE North 71 degrees 21 minutes 20 seconds West, departing said common line a distance of
335.60 feet to a set 1/2 inch iron rod with cap for comer;
THENCE North 18 degrees 38 minutes 41 seconds East, a distance of 20.00 feet to a set 1/2 inch iron
rod with cap for comer;
THENCE North 71 degrees 21 minutes 20 seconds West, a distance of 125.10 feet to a set 112 inch
iron rod with cap for corner;
THENCE South 59 degrees 52 minutes 30 seconds West, a distance of 34.10 feet to a set 1/2 inch
iron rod with cap for comer;
THENCE South 30 degrees 02 minutes 30 seconds West, a distance of 49.50 feet to a set 1/2 inch
iron rod with cap on the existing east right-of-way line of said Northlake Road for the point of
curvature of a non-tangent circular curve to the right having a radius of 778.51 feet and whose chord
bears North 13 degrees 37 minutes 24 seconds East, a distance of 81.35 feet;
THENCE Northeasterly, along said existing east right-of-way line of Northlake Road and along said
curve, through a central angle of 05 degrees 59 minutes 23 seconds, an arc length of 81.38 feet to a set
1/2 inch iron rod with cap for comer, said point being non-tangent and also being the most southerly
point of the said comer clip;
AVO: 1411 l\wp\98-10se.doc SHT. 1 OF2
THENCE North 62 degrees 46 minutes 18 seconds East, along said comer clip departing the said east
right-of-way line and returning to the said south right-of-way line, a distance of 55.91 feet to the POINT
OF BEGINNING and containing 29,725 square feet or 0.6824 acres of land more or less.
Basis of beating 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 (+)
00048'34.9'' as computed by Corpscon version 4.11.
Colin J. Hej(ry', R~g[stere~t~ofessional Land Surveyor
Texas Re~(~2ation Numt/6r 5230
1
AVO: 1411 l\wp\98-10se.doc SHT. 2 OF 2
GRO~.S' AREA = 254,596 SQ. FT. or- 5.845 AC ~' _L - ~ .... '~'..'--..~' PROJ. NO. 91-829
~ .......... '~ ' ' , PARCEL lO-SE
\ -: · ~,_...=., -,. SHEET 1 OF 1
REMAINDER = 224,871 SQ. FT. or- 5.162 AC. _=
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~ vi
P 0B ~' LINE ROAD CENTERUNE I '
10-SE CL STA. 83+74.45 DALLAS COUNTY, TX. PR ECTI , ..... ,,., ~,~;"--~-*;-=~cc. .
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7~.00'RIGH~'~NO. 490-403.1 /91-829 I ..... ,' '
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.-~?:-t .... ' ~ ' ' ............. ':" ,-¢, CITY OF COPPELL
" ~ .....': ' -'~'::':':':::-:::;'; '~ ' - ..... CITY OF D
~ ;(':,C':'" ':" ?;..': .: '.':7 '~:-',:.. " ..... ....
"'- :i~ " ~ I.R.S.' :.' '
· N~"' ', ~ I.R.S. ~ I.R.S. ~ ---~.;~%t~,, % APPROXIMATE
~;'~;- , / :..; ~ / : :-~' :" :~;?¥] ~, CORPORATE LIMIT
1= 40.~3'
o a~ ' NPARCEL ~O-SEI
CB=N13'37'24"E , ~:~ ~ ~
I.R.S~ ~ 125.10' % z ..
CL=81.35' t , "'..
'~ ~-... , N71'21'20"W
0
~o: ', ' TRACT 1.3 CROW-BILLINGSLEY . '.
= POWER / UTILITY POLE ~ NORTH LAKE HB&T JOINT VENTURE '
,8 PULL aOX , VOL. 90106, PO. 2492
RIGHT OF WAY LINE (R.O.W.) ~ PLAT VOL. 89096, PG. 2351 Z
~.S. ~' IRON ROD SET w/ HALFF ASSOC., INC. CAP , .. , ¢
(UNLESS NOTED OTHERWISE) ' '., ' 0
~.F. IRON ROD FOUND ~ " ~ ~
5 TELEPHONE PEDESTAL , " , ~
~,~ o...,.,.. ,~ ~,~ ~,,T..~,...o.~. ~..~.,. zo...~o~ CITY OF DALLAS o
3 ADJUSTMENT)BASED ON 6PS MEASUREMENT5 FROM TRIANGULATION STATION
4 (PID 6S3408). CONVERGENCE ANGLE AT 6P54 IS (+)00'48'34.9' AS COMPUTED
~.~o. v..,,o.,.,,. JACOB O. CARLOCK SURVEY
~...~ ,,.o .o..,~,~ o...,.,.~ ,...o~ ,~ .~o,~,o, ,o,~,,,~. ABSTRACT NO 312
~AStS OF BEARING CONTROL MAP SHEETS 1 THROUGH 4. ALL 6.P.S. POINTS ARE
LUMINUM DISKS, STAMPED, 'BLOI' THRU '8L08'. REWS~ON DATE
T.,. T.. ,.OV. ,,,V., W,, Bal : A
: ON THE GROUND UNDER MY SUPERVISION ON FT
~RIOR TO THE DATE NOTED HEREON, AND THAT l/&~..~ ~~ "' ' DEPARTMENT OF PUBLIC WORKS
METES AND BOUTS SHOWN HEREON ARE .,'~?~' ~ ~~
,, ..... SSOC
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¢ ~¢ ...?.;----5t3o .~f. BELTLINE ROAD
: X~~~ ENGINEERS . ARCHITECTS . SCIENTISTS . PLANNERS . SURVEYORS
N J. HENRY, ~ ~ :. ~4.~ .... ~ 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-4292 DENTON TAP ROAD TO M~cARTHUR BLVD.
' STEREO~PROFESSI~AL LAND SURVEYOR ~~ PHONE= (214) ~46-6200, FAX= (214) 7~9-0095
&S PROSTRATION 5230 " ~.,~.,~. ~P~OV~ ~lc,~c~ ~ ISC*LE' ~'=~0' ~S~T ~ 0¢ ~ ,