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 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 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 4 th 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 ']~7'''~t4 day of
,.~.~.~O[.~lZ.~ .,2001, by ~'r~ ~1'[[1~[~
LIC, State of Tex~
My Co~ission Expires:
(T~e / P~{ Nme of No~)
[~; .~ MY COMMISSION EXPIRES
-.,~ ...... ~.- June 27, 2002
BELTLINE ROAD
PROJECT 91-829
PARCEL 11-SE
OCTOBER 28, 1998
SLOPE EASEMENT
BEING a 0.8112 acre tract of land in the City of Coppell, Texas and a part being in the City of
Dallas, Texas, said tract being in the John C. Cook Survey, Abstract No. 315 in Dallas County,
Texas, and part of the tract described by instrument as Crow-Billingsley, Belt Line, Ltd. filed in
Volume 86068, Page 5186 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 "with cap" for comer located at thc centerline Station 88+12.22,
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 northeast comer of the tract described as Tract 1.3
to Crow-Billingsley North Lake HB&T Joint Venture in Volume 90106, Page 2492 and by plat
in Volume 89096, Page 2351 in the (D.R.D.C.T.), and the northwest comer of said Crow-
Billingsley, Belt Line, Ltd. tract on the existing south right-of-way line of Beltline Road
(variable width);
THENCE South 71 degrees 21 minutes 20 seconds East, departing said comrfion property comer
between the Crow-Billingsley tracts and along said existing south right-of-way line, a distance of
769.98 feet to a set 1/2 inch iron rod with cap for the point of curvature of a circular curve to the
left having a radius of 3819.72 feet with a chord bearing of South 75 degrees 02 minutes 26
seconds East, a distance of.490.99 feet;
THENCE Northeasterly along said existing south right-of-way line and along said curve, through
a central angle of 07 degrees 22 minutes 12 seconds, an arc length of 491.33 feet to a set 1/2 inch
iron rod with cap for comer at the point of tangency for the common north property comer
between the said Crow-Billingsley Beltline Ltd. tract and the tract filed by instrument to Crow-
Billingsley, MacArthur, Ltd. as recorded by Volume 86029, Page 2261 and by plat in Volume
85003, Page 4009 of the D.R.D.C.T.,
THENCE South 00 degrees 35 minutes 31 seconds East, departing said existing south right-of-
way line and said common property corner along the common line of said Crow-Billingsley
MacArthur and Beltline Ltd. tracts, a distance of 21.46 feet to a set 1/2 inch iron rod at the point
of curvature of a non-tangent circular curve to the right having a radius of 3819.12 feet whose
chord bears North 77 degrees 49 minutes 35 seconds West, a distance of 129.36 feet;
THENCE Southwesterly departing said common property line and along said curve through a
central angle of 01 degree 56 minutes 26 seconds, an arc length of 129.37 feet to a set 1/2 inch
iron rod with cap for comer, said point being non-tangent;
THENCE South 14 degrees 41 minutes 34 seconds West, a distance of 41.12 feet, to a set 1/2 inch
iron rod with cap for corner;
AVO: 1411 l\wp\98-1 lse.doc SHT. 1 of 2
THENCE North 75 degrees 18 minutes 26 seconds West, a distance of 60.00 feet, to a set 1/2 inch
iron rod with cap for comer;
THENCE North 14 degrees 41 minutes 34 seconds East, a distance of 24.50 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 996.28 feet, to a set 1/2
inch iron rod with cap for comer;
THENCE South 65 degrees 24 minutes 40 seconds West, a distance of 62.78 feet, to a set 1/2 inch
iron rod with cap for comer;
THENCE North 71 degrees 21 minutes 20 seconds West, returning to the said common line
between the said Crow-Billingsley Northlake 'H~B~&T. Joint Venture and Beltline''Ltd. -tracts, a
distance of 14.38 feet, to a set 1/2 inch iron rod with cap for comer;
THENCE North 00 degrees 35 minutes 36 seconds West, along said common line a distance of
70.96 feet to the POINT OF BEGINNING and containing 35,337 square feet or 0.8112 acres of
land more or less.
Basis of bearing is Texas state plane north central zone 4202 (1983 adjustment) based on GPS
measurements fi:om triangulation station GPS4 (PID CS3408). Convergence angle at GPS4 is
(+) 00o48'34.9'' as computed by Corpscon version 4.11.
Colin J. H~y, l~egisty/t~ed Professional Land
Surveyor
Texas
Re~j~tration N~3/nber 5230
AVO: 1411 l\wp\98-1 lse.doc SHT. 2 of 2
GROSS AREA = :3,069,952 SQ. FT. or- 70.48 AC. (DEED) I PROJ.'NO. 91-829
TAKE AREA = 35,337 SO ........... FT or- 0 8112 AC '
11-SE
1
OF
2
~..~. , "/BELT LINE ROAD CENTERLINE I '
J'"~%:i,.~== ~ .~ ..... -? /-J DALLAS COUNTY, TX. PROJECT I '
...... ~- "~ ii' ~. ~ '~--- , CROW-BILLINGSLEY
~ ~14.38 cj -...... . .
-'-'"""%'"""-'~-- TRACT 1.3 CROW-BILLINGSLEYnr DALLAS '"'
GI~D: NORTH LAKE HB&T JOINT VENTURE CITY
~,
PR POWER / UTILITY POLE VOL. 90106, PG. 2492
TPB PULL BOX .
-~-- PROPERTY or .
RIGHT OF WAY LINE (R.O.W.)
, I.R.S. ~2' IRON ROD SET w/ HALFF ASSOC., INC. CAP '',
(UNLESS NOTED OTHERWISE)
I.R.F. IRON ROD FOUND
TS TELEPHONE PEDESTAL
rES= ....
IASlS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202
983 ADJUSTMENT)BASED ON GP5 MEASUREMENTS FROM TRIANGULATION STATION
=54 (PID C53408). CONVERGENCE ANGLE AT GPS4 IS (+)00'48'34.9' AS COMPUTED o 20 40 60 90 12o i~o
CORPSCON VERS,ON 4... . JOHN C. COOK SURVEY ,
JONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT' ABSTRACT '~U''~.:315 , sCA~E ,. ~T
~ BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 4. ALL G.P.S. POINTS ARE
' ALUMINUM DISKS, STAMPED, 'BLOI' THRU '8L08'. NO. I
REVISION
EREBY CERTIFY THAT THE ABOVE SURVEY WAS
,DE ON THE GROUND UNDER MY SUPERVISION ON :~~ COUNTY OFDALLAS,TEXAS
PRIOR TO THE DATE NOTED HEREON, AND ' THAT --' ..... ~~Halff Associates
E METES AND.BOUNDS SHOWN HEREON ARE "~%~'~ JJ~J~
~ ....... :'",,:i~_~.. ~~ '
HENDr(, ~/~ Jr/ .... '7'...¢:~. -¢~.r>~~'"' ~230~.."~ )/...~: ENGINEERS . ARCHITECTS . SCIENTISTS . PLANNERS . SURVEYORS DENTON TAP BELTLINERoAD TO ROAD
L~N~J.
:.:.,t~.~,..~..'_,o:~',: 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-4292
MocARTHUR
BLVD.
GISTERED/~ROFESSION~LxAs REG~TRATION 52'0 LAND SURVEYOR "%~,;;5'~'~'.~..>)~''' PHONE: (214)'46-6200, FAX: (214)7'9-0095 ,
DESIGNED IA I DRZWN L~ DATE4 OCTOBER 1998 FILE AVO' 14111
98roIIAI.dgn APPROVED CJHI CHECKED IA SCALE= 1" = 60' SHEET 1 OF 2
I ! &= 07'22'12' ........ PROJ. NO. 91-829
I
I
T= 246 O0
/-IBELT LINE ROAD CENTERLINE I ri L- 491 ~3' .~: SHEET 2 OF 2
I IDALLAS COUNTY, TX. PROJECTI / C~-S7~'02'26'E ....
]NO. 490-403.1 / 91-829 I / CL-490 ' ~ "':'-""
........ , ............ ~ .~ ~. ,.~ ~; ~.t ?t{t; ~ ~., ~.;.:99' ~ :: ?::,,,::;.~; ~;;: :_, ....
/
..... :., ....... ..[~ ~ ,, , ........... , _
L~ ~ -R:o~w. VARIES -~:' ........................... ' ....
- ~ ~.:.~-; .;;:L'7 , .. - ............. -'-
~ , ~:~ .................. ·
~ .... ~ ............... . - - - _ ,4 ~ ...... ='~ -
CRO~ _B~LLINGSLE~
N71"21'20"W 996.28 : ': ' ~1.12' R= 3819.12' ~ ....
:~:;.- -' 514'41'34'W ,T= 64.69' ~ ~ .... ~ .........
I.R.S. ~L= 129.37' ~ ............. .
24.50' I.R.S. 60.00' CB=N7~..4.9. 35 W-,,,-
N14'41'34'E N75'lS'26'W ........ CL~129.36'
. ....
PP POWER / UTILITY POLE ....
....-~
TPB PULL BOX CROW-BILLINGSLEY
'~--- PROPERTY or BELT LINE, LTD ....... -"' ~ --
RIGHT OF WAY LINE (R,O,W,) -'-
)I,R,S, ~z'IRON ROD SET w/ HALFF ASSOC,,INC, CAP VOL. 86068, PG, 5186 .....
(UNLESS NOTED OTHERWISE) ...... '-" " .
I,R,F, IRON ROD FOUND .... ' ....
TS TELEPHONE PEDESTAL ..... " .... .. -~..
...... ' ..... .'t'."-.." ~,
T~: '" .-.. ..... ' .... ~ -' '~. -"
CITY OF COPPEkE '
~s~ ,~,~ cs~o~,, co.v[.~[.c~ ~.~ ~ ~s. ,s ,+,oo..~.~..~.~s co~u~ JOHN~ c COOK SURVEY o ~o ~o ~o ~o ,~o ,~o
CORPSCON VERSION 4.11 .... .
.o.~.~.~s ~s~ ~o...s,s o~ .~..,.~ ..~ .o.~ ~s .~o.~.o..o.u.~.~. ~.,.~.~c'*~~ ,.~x~n 315 sc~
~ BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 4. ALL G,P.S. POINTS ARE . ~
' ALUMINUM DISKS. STAMPED. 'BL01' THRU 'BL08'. REVISION
,DE ON THE GROUND UNDER MY SUPERVISION ON ,' COUNTY OFDALLAS,TEXAS
.,,"~t~~'~~~ ~ ~~ T ~'-, ~ r~,o i · ,
:PRIOR TO THE DATE NOTED HEREON, AND THAT ~t___~-_~ ~EP~RmENT OF PUBUC ~OR~S
s.ow , .... Half, Associates
:u A~ C¢C '. .... ce~2~;..'?":~ ~ SLOPE EASEMENT
,.,,:<~.. ;~, ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS. SURVEYORS BELTLINE ROAD
,LIN J.~R~~ ~ ':t~~ 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-4292 DENTON TAP ROAD TO MooARTHUR BLVD.
GISTER~PROFE~ONAL LAND SURVEYOR PHONE: (214) 346-6200, FAX: (214) 739-0095
XAS REGISTRATION 5230 DES'GNED 'A I ORAWN 'A ~OAT~ OCTOB" '998
9sro]]A~.~g¢ APPROVED C~ I CHECK~ ~ SCALE= 1' = 60' SHEET 2 OF 2