ST9304-ES011204 (3) 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 plu~
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, 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 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 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 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
,2001, by
NOTARY PUBLIC, State of Texas
My Commission Expires:
(Type / Print Name of Notary)
STATE OF TEXAS §
COUNTY OF DALLAS §
before me on the t..p.~.- day .Cf
~-~/~fi.~g~This instrument was acknowledged
~ ,200,,by /4~glr'~ 3i[],h~5/gt~
NOTARY ]~BLIC, State of Texas
My Commission Expires:
(Type / Pfin{ Name of Notary)
.I ~,~] MY COMMISSION EXPIRES Il
BELTLINE ROAD
PROJECT 91-829
PARCEL 8-SE
OCTOBER 28, 1998
SLOPE EASEMENT
BEING a 0.0170 acre tract of land in the City of Dallas, Texas, part of the Jacob G. Carlock Survey,
Abstract No. 312, Dallas County, Texas, and part of a Tract Two described by instrument 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:
BEGINNING at a set 1/2 inch iron rod with a yellow plastic cap stamped "HALFF ASSOC., INC.",
hereinafter referred to as "with cap" located at the centerline station 61445.48, offset 60.00 feet
right as defined in Public Works Project number 490-403.1 / 91-829 in the project records of Dallas
County, Texas, on the existing south fight-of-way line of Beltline Road (variable width), said point
being the northwest property comer of said Tract 2, and on the north line of a 19.0 net acre tract
filed on June 17, 1955, to Dallas Power & Light Company (D.P.&L.) by deed in D.R.D.C.T. at the
point of curvature of a circular curve to the right having a radius of 2804.79 feet and whose chord
bears North 69 degrees 55 minutes 30 seconds East, a distance of 249.88 feet;
THENCE Northeasterly, along said existing south right-of-way line and along said curve, through a
central angle of 05 degrees 06 minutes 22 seconds, an arc length of 249.96 feet to a set 1/2 inch iron
rod with cap for comer said point beingnon-ta'ngent;
THENCE South 17 degrees 31 minutes 17 seconds East, departing said existing south right-of-way
line, a distance of 5.00 feet to a set 1/2 inch iron rod with cap for comer;
THENCE South 71 degrees 32 minutes 58 seconds West, returning to said north line of DP&L tract
and the south line of said Tract Two a distance of 90.74 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 1330.00 feet and
whose chord bears South 70 degrees 47 minutes 53 seconds West, a distance of 158.97 feet;
THENCE Southwesterly along said curve and along said north line through a central angle of 06
degrees 51 minutes 09 seconds, an arc length of 159.06 feet, to the POINT OF BEGINNING and
containing 741 square feet or 0.0170 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
(+) 00048'34.9" as computed by Corpscon version 4.11.
Colin J. Henry, Registe.,/ed Professional Land Surveyor
Texas R~istration N~ber 5230
AVO: 1411 l\wp\98-8se.doc SHT. 1 OF 1
I
'"- ' ............ I PROJ. NO. 91-829
I
~-~.BELT_.LINE ROAD 6 ~3 ......
GROSS AREA = 454,215 SO. FT. or- 10.43 AC ...... ,_................... j ' ---- PARCEL 8-SE
AREA : 741 SO. FT. or 0.0170 AC. ~:~ ~AJ~il~ L _. SHEET
TAKE
1
OF
1
ELTLINE ROAD CENTERLiNE~j_l ...... -- ............
REMAINDER = 453,474 SO. FT. or- 10.41 AC. "'~
~- -- IDALLAS COUNTY PROJECT J
~o_ --.....~ - --....
R= 2804.79'
T= 125.06' "'~..
L= 249.96'
,' CB=N69'55':30"E "".
· ' CL=249.88'
- .~. r'.~,~. "
]~ .... .:!; ............... V~F-i:R:S: ............ j "-,. .
· ~ ~.-_ _ _.. __ -.. "~ ........ ~ "'F .............. "~'
· __ ~ - .~: ........ .....--. ~_ .... '_~
- i I.R.S. E XlS-T~ R.O.W.
: ;':"': .............. ~""'-.~~0.74' 5.00'
A= 06'51'09" IPARCEL _ .i__ S17'31'17'E
Z R= 1:330.00' " " -'-
- ' ' T= 79.62'
CL STA. 61+45:48 L= 159.06'
60.00' RIGHT CB=S70'47'53'W'
.~.~-' CL=158.97'
DALLAS POWER & LIGHT CO.
6-17-55
- 19.0 AC. (DEED) TRACT 2 CROW-BILLINGSLEY
NORTH LAKE HB&T JOINT VENTURE
:~u, VOL. 90106, PG. 2492
PP POWER / UTILITY POLE PLAT VOL. 89096, PC. 235
TPB PULL BOX
~--- PROPERTY or
RIGHT OF WAY LINE (R.O.W.)
) I.R.S. V2' IRON ROD SET w/ HALFF ASSOC., INC. CAP
(UNLESS NOTED OTHERWISE)
, LR.F. IRON ROD FOUND
] TS TELEPHONE PEDESTAL ...
TLS=
]ASlS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202
983 ADJUSTMENT) BASED ON CPS MEASUREMENTS FROM TRIANGULATION STATION CITY OF DALLAS
PS4 (PID CS3408). CONVERGENCE ANGLE AT CPS4 IS (+)00'48'34.9' AS COMPUTED .. o s ~o ~5 20 ~o 4o
CORPSCON VERSION 4.11. ' JACOB G. CARLOCK SURVEY SCALE IN FEET
MONUMENTS USED FOR BASIS OF BEARING ARE NOTED A5 "CONTROL MONUMENT"
N ,AS,S OFBEAR,NC CONTROL MAP S,EETS 1T,ROUGH ~. AL~ G.P.S. POINTS ARE ABSTRACT NO. 312 I
' ALUMINUMDISKS, STAMPED, 'BLOI" THRU 'BLOB". NO.' REVISION BY DATE
~EREBY CERTIFY THAT THE ABOVE SURVEY WAS COUNTY OF DALLAS, TEXAS
o. o. Associates o u.,c wo. s
~ PRIOR TO THE DATE NOTED HEREON, AND THAT .~, Halff
~E METES AND BOUNDS SHOWN HEREON ARE " JJJJJJ~JJ ¢' ' SLOPE EASEMENT
~U~ ~ t...-.
":~'~~---". ~ BELTLINE ROAD
II'0'''~-~''~'"~;~ ";:':.~""~'~',~]"'l ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS. SURVEYORS
. 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-4292 DENTON TAP ROAD TO MaoARTHUR BLVD.
)LIN J. H,,~NRY, ' ~' ,~;~'~.q',J' PHONE: (214) 346-6200, FAX: (214) 739-0095
:XAS REGISTRATION 5230 ,~,o~.:..~o~ APPROVED CJHICHECKEO IA ISCALE: 1':20' SHEEr I OF