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 plu~all
number as such term respectively represents one or more than one person.
THAT, HENRY BILLINGSLEY
herein after referred to as ORANTORS, in consideration o£ the sum o£ 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 Coppell, Texas, ("OR. ANTEE"), 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 Orantor's main tract with the right and privilege at all
times, of the ORANTEE 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,
ORANTEE shall, except for removed obstructions, return the surf.ace 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.
OILaaNTORS reserve the right to use and maintain the surface of the slope easement strip for
purposes which will not interfere with ORANTEE'S rights hereby granted and agree that,
ORANT£E shall not be obligated for fiature 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 §
This instrument was acknowledged before me on the 7t''~ day of
NOT~Y~LIC, State of Tex~
My Co~ission Expos:
(T~e / P~ N~e of No~)
I1{ ~*~ MY COMMISSION EXPIRES II
BELTLINE ROAD
PROJECT 91-829
PARCEL 12-SE
OCTOBER 28, 1998
SLOPE EASEMENT
BEING a 1.577 acre tract of land in the City of Coppell, part of the John C. Cook Survey,
Abstract No. 315, Dallas County, Texas, and a part of the tract described by instrument as Crow-
Billingsley, MacArthur, Ltd. as recorded by Volume 86029, Page 2261 and by plat Volume
85003, Page 4009 of 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 "with cap" located at centerline station 100+65.78, offset 65.78
feet right, as defined in Public Works Project number 490-403.1 / 91-289 in the Project Records
of Dallas County, Texas, said point being the northwest comer of said MacArthur,' Ltd. tract and
the northeast comer of the tract described by instrument to Crow-Billingsley, Belt Line, Ltd.
filed in Volume 86068, Page 5186, on the existing south right-of-way line of Beltline Road
(variable width) at the point of curvature of a circular curve to the left having a radius of 3819.72
feet whose chord bears South 82 degrees 29 minutes 36 seconds East, a distance of 502.04 feet;
THENCE Southeasterly along said south right-of-way line and said curve through a central angle
of 07 degrees 32 minutes 10 seconds, an arc length of 502.41 feet to a set 1/2 inch iron rod with
cap, for the point of tangency;
THENCE South 86 degrees 15 minutes 41 seconds East, along said existing south right-of-way
line, a distance of 1026.74 feet to a set 1/2 inch iron rod with cap for comer at the.northeast
comer of said Crow-Billingsley MacArthur Tract and the northwest comer of a tract described by
instrument to Belt Line, MacArthur Joint Venture in Volume 94124, Page 00918 in D.R.D.C.T.;
THENCE South 00 degrees 41 minutes 30 seconds East, departing said common north property
comer and along the common property line of said Crow-Billingsley, MacArthur, Ltd. and
Beltline MacArthur Joint Venture tracts a distance of 45.62 feet to set "Crows Foot" for comer;
THENCE North 86 degrees 05 minutes 42 seconds West, departing said common property line a
distance of 28.98 feet to a set 1/2 inch iron rod with cap for comer;
THENCE North 00 degrees 30 minutes 25 seconds West, a distance of 9.19 feet to a set 1/2 inch
iron rod with cap for comer;
THENCE South 89 degrees 09 minutes 52 seconds West, a distance of 172.67 feet to a set 1/2 inch
iron rod with cap for comer;
THENCE North 86 degrees 15 minutes 41 seconds West, a distance of 838.08 feet to aset 1/2 inch
iron rod with cap for comer;
THENCE North 82 degrees 11 minutes 08 seconds West, a distance of 292.72 feet to a set 1/2 inch
iron rod with cap for comer;
THENCE North 71 degrees 39 minutes 11 seconds West, a distance of 124.87 feet to a set 1/2-inch
iron rod with cap at the point of curvature of a non-tangent circular curve to the right having a
radius of 3840.72 feet whose chord which bears North 79 degrees 22 minutes 09 seconds West, a
distance of 77.48 feet;
AVO: 1411 l\wp\98-12sel.doc SHT. 1 of 2
~?~ENCE Northwesterly along said curve through a central angle of 01 degrees 09 minutes 21
seconds, an arc distance of 77.48 feet to a set 1/2 inch iron rod with cap for comer returning to
the said common property line between the said Crow-Billingsley, Belt Line, Ltd. and
MacArthur, Ltd. tracts;
THENCE North 00 degrees 35 minutes 32 seconds West along said common property line, a
distance of 21.46 feet, to the POINT OF BEGINNING and containing 68,715 square feet or 1.577
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
(+) 00°48'34.9'' as computed by Corpscon version 4.11.
Colin J. Henffy, Registered~rofessional Land Surveyor r~.~
Texas Reg~lttration Numar 5230 ,/(...~.
AVO: 1411 l\wp\98-12sel.doc SHT. 2 of 2
I · .
GROSS AREA = 3,061,942 SQ. FT. or- 70.29 AC. IA= 07'32'10' PROJ. NO. 91-829
TAKE AREA = 68,715 SD. FT. or- 1.577 AC. _ _ i/-I/-I'T~-251'5'6'' -R= ::5819.72' _- -- ----~-'- ~.O,,~J · PARCEL 12-5E
REMAINDER = 2,993,227 SCI. FT. or 68.72 AC. - ....... - L= 502.41' /~.,J~.~.'T,, SHEET l OF 2
~ CB=S82'29'36"E (300' ~I~OE)
CL=502.04'
-----'i .............. j 1
~ARCEL 12-SE-1 . . - --
....... ~ .... !--r~ ¢,. ............ ' -' --' '
~--'/ - - ~, . " o
., ... ........... _ ...... _
CL STA, 100+65,78 ...~-
..... ' .... -~ ....... ~'~" ..- . '> Z '~
.... - 0~'
. - ~ -.'~"~ ~ _~,~,,,~.,~-.~ ..... .-- ,---
.. ,... - .... ...... .... .-.. ~: ~ -- .. ,, ....... _.-.
~.R.S. ~7~ ' U~m'OS'W .... -- BELT .U~E':ROAD C'E~TER~E
VI,R,S,
~ u~ ~. ~ ~ ~,] ~ o~'o~'2~' ~2,.~z, ~.z~' VII_ _ - ~-~zs cOU~T~. ~x. PRO,ECT
~ L= 77,48' VOL, ~611, POt~2~ _ - -
CB~79'2~og.~.W- ........... ' '
LEG~D~ CROW-BILLINGS LEY
-- ' ...... MocARTHUR, LTD. ~%~SO~L~.- ~
¢ PR POWER / UTILITY POLE -
o TPB PULL aOX .. --- -'- VOL. 86029, PG. 2261
--~--- PROPERTY or PLAT VOL. 85003, PG. 4009
RIGHT OF WAY LINE (R,O,W,) ....
0 I.R,S, ~z' IRON ROD SET w/ HALFF A550C., INC, CAP
(UNLESS NOTED OTHERWISE) _- - .__..--
t I,R,F, IRON ROD FOUND
~ TS TELEPHONE PEDESTAL . .
NOT~ "'
,..~,~ o...~.,.~ ,~ ..x.. ~...~...o.~. ~..~.~ zo...~o~ CITY OF COPPELL
(1983 ADJUSTMENT)BASED ON GPS MEASUREMENTS FROM TRIANGULATION STATION o zo 4o 6o 9o ~zo 1~o
GPS4 (PID CS3408). CONVERGENCE ANGLE AT GPS4 IS (+)00'48'34.9" AS COMPUTED
.~ co...co, v~.s,o..... JOHN C. COOK SURVEY ~... ,~ ..~T
2. MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT'
~' ALUMINUM DISKS, STAMPED,'BL01' THRU 'BLOB'. ~ REVISION ~ DATE
MADE ON THE GROUND UNDER MY SUPERVISION ON ~~ - ~'¢ ' '* DEPARTMENT OF PUBLIC WORKS
OR PRIOR TO THE DATE NOTED HEREON, AND THAT
THE METES AND BOUNDS SHOWN HEREON ARE ~J SLOPE EASEMENT
TRUE~ COR~ECT¥ '".. J~J - - -
~ ~ /0'~7~ ..... , . -,,... ENGINEERS. ARCHITECTS.SCIENTISTS.PLANNERS.SURVEYORS BELTLINE ROAD
',.~~.:~.,. 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-4292 DENTON TAP ROAD TO ~aoARTHUR BLVD.
COLIN
HE~,
'~": ..... r~-%','~ PHONE: (214) ~46-G200, FAX: (214) 739-0095
REGISTERE~PROFESSIO~L LAND SURVEYOR DESIGNEO mA[DRAWN IA J DATE. OCTOBER 199B IF,L~ AVO' ,~,.
TEXAS REGmSTRATmON ~30 ~o,~,.,~ APPROVED CdR CHECKED IA SCALE= l"= 60~ SHEET 1 OF 2
I t~ ::> PROJ. NO. 91-829
o SHEET 2 OF 2
: _ D.A.R.T. ACQUISITION CORP, D.A.R.T.R.O.W.--,,,
,,VOL. 9!008, PC. 1341 (100'WIDE) " S, THOMPSON SURVE~
ABSTRACT NO. 1493
o ................................................. . ,~ .. ' ? ~- ~ BELTLINE:.. ROAD
.?: ?' ............. ~: ................ R.O.W. VARIES ./ -.
~ .... ?' >.. .,,; '"::.:~ _ . .........
I ~ ................ S~8~ ~"~"l~E=' .................. i'", .... ..' ........... . ........... T0-2-6.7:4'
; ' - -45;62'
'~' ('/) , ' : ?':~' SO'41f30'E
............... -'- - 28.98'
N86'15'41'W ° ...... '"'2'W
......... ~T EX-A ' ' l'i'2.G-I" 5'42'W
S UTILITIES ELEC. CO.-- 838.08' I.~.5. 589 u~
BELT-LINE
MACARTHUR
VOL. 4594, PG. 300
JOINT VENTURE
................................................. -°'~o, VOL. 94124, PG. 00918
LEOmO= (PADS B THRU I)
.0' PP POWER/ UTILITY POLE
n TPB PULL BOX WENDYS INTERNATIONAL INC.
.... ~1~~: __.~, VOL. 94121, PG. 3535
~--- PROPERTY or- ' CROW-BILLINGSLEY (PAD H)
RIGHT OF WAY LINE (R.O.W.)
0 I.R.S. ~/2' IRON ROD SET w/ HALFF ASSOC., INC. CAP
(UNLESS NOTED OTHERWISE) . MacARTHUR, LTD. ~ ',~I ST LENDING INC.
· I.R,F. IRON ROD FOUND _. ' ' PLATVOL'voL.86029'85003,PG'pG22614009 ~' --"' ~ VOL. 92021, PG. 0506
[3 TS TELEPHONE PEDESTAL - T.P. & L. POWER POLE \~,
' ' ' ' ' EASEMENT ~"-- t (PAD E)
NOTES~VOL. 4611, PG.323
1. BASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202
ADJUSTMENT) BASEDON GPS MEASUREMENTS FROM TRIANGULATION STATION CiTY""-..--lipCOPPELL o~o~o.o ~o ,~o ,~.o
(1983
CPS4 (PID CS3408). CONVERGENCE ANGLE AT CPS4 IS (+)00'48'34.9' AS COMPUTED ~ J
BY CORPSCON VERS,ON ,.,,. JOHN C. COOK SURVEY SCALE IN FEET
ON BASIS OF BEARING CONTROL MAP SHEETS 'THROUGH 4. ALL G.P.S. POINTS ARE ABSTRACT ,,,~x~n. :315
3" ALUMINUM DISKS, STAMPED, 'EL01' THRU "BLOB'. REVISION J BY J DATE
I HEREBY CERTIFY THAT THE ABOVE SURVEY WAS COUNTY OF DALLAS, TEXAS
OR PRIOR TO THE DATE NOTED HEREON, AND THAT
DEPARTMENT
OF
PUBLIC
WORKS
THE METES AND BOUI't,DS SHOWN HEREON ARE ~,~J '?
TRU/Ej)~ COI;~EEC];./ .- .~ ~:'~J . ..iL . ~,J,,j~ , ,,,,, SLOPE EASEMENT
~ /7'/..~./ ,,/o ~'~- ~ g ~-,F."~_..P,...Y... ~;' - BELTUNE ROAD
DO ...;. ............. ;. ENGINEERS ARCHITECTS . SCIENTISTS . PLANNERS . SURVEYORS
~:OLIN J. H~'''~,~r~ "'//~ ":.['.,~'5230..~//~._,/ 8616 NORTHWEST PLAZA DRIVE. DALLAS, TEXAS 75225-4292 DENTON
TAP
ROAD
TO
MooARTHUR
BLVD.
TEXAS RF_~61STRATION 5230 ~.o,2o~..~.: APPROVED CJH CHECKED IA SCALE; 1': 60' J SHEET 2 OF 2