ST9304-ES 980820 BELTLINE ROAD
PROJECT 91-829
PARCEL ll-SE
AUGUST 20, 1998
SLOPE EASEMENT
BEING a 0.8112 acre tract of land in the City of Coppell 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 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 corner, at the most northeasterly corner of a
property described as Tract 1.3 to Crow-Billingsley North Lake I-IB&T Joint Venture in Volume
90106, Page 2492 and by plat in Volume 89096, Page 2351 in the (D.R.D.C.T.), said comer
being the northwesterly corner of said Crow-Billingsley, Belt Line, Ltd. tract and the existing
south Right of Way (R.O.W.) line of Beltline Road a variable width R.O.W., and located at the
centerline Station 88 + 12.22, offset 73.00 right as defined in Public Works Project number 490-
403.1 / 91-829 in the project records of Dallas County, Texas;
THENCE South 71 degrees 21 minutes 20 seconds East, along said existing south R.O.W. line, a
distance of 769.98 feet to a set 1/2 inch iron rod with cap for comer at the point of a tangent
curve to the left having a radius of 3819.72 feet with a chord which bears South 75 degrees 02
minutes 26 seconds East, with a chord distance of 490.99 feet;
THENCE northeasterly along said curve through a central angle of 07 degrees 22 minutes 12
seconds, an arc distance of 491.33 feet to a set 1/2 inch iron rod with cap for comer on the
existing south R.O.W. line of Beltline Road; ~ [h~'V~lr %~,~o eo, M~'
THENCE South 00 degrees 35 minutes 31 secondsCest)departing said existing south R,O.W.
line and along the westerly line of a tract of lan~scribed in deed as Crow-Billingsly ,
MacArthur, Ltd. as recorded by Volume 86029, Page 2261 of the D.R.D.C.T. and as platted by
Volume 85003, Page 4009 of the D.R.D.C.T., a distance of 21.46 feet to a set 1/2 inch iron rod
for comer on a non-tangent curve to the right having a radius of 3819.72 feet with,-~xa chord which
bears
North
77
degrees
49 minutes 35 seconds West, with a chord distance of 129.5[~et;
THENCE Southwesterly along said curve through a central angle of 01 degrees 56 minutes 26
seconds, an arc distance of 129.37 feet to a set 1/2 inch iron rod with cap for comer
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;
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 corner;
AVO: 1411 l\wp\98rowl 1.doc SHT. I of 2
1
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 to the east line of the said Tract 1.3 to
Crow-Billingsley North Lake HB&T Joint Venture at 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 a distance of 70.96 feet to the POINT OF
BEGINNING and containing 35,337square 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 from triangulation station GPS4 convergence angle at GPS4 is (+) 00048'34.9''
as computed by Corpscon version 4.11.
AUGUST 1998 ISSUE
Colin J. Henry, Registered Professional Land Surveyor
Texas Registration Number 5230
AVO: 1411 l\wp\98rowl 1.doc SHT. 2 of 2
" GROSS AREA : :3,069,952 SC. FT. or 70.48 AC. (DEED) PROJ. NO. 91-829
TAKE AREA = 35,337 SO. FT. or 0.8112 AC. PARCEL 11-SE
REMAINDER = 3,034,615 SQ. FT. or 69.67 AC, (DEED) SHEET 1 OF
~ FBELT LINE ROAD CENTERLINE
_~_j~ -~__~ __... / DALLAS COUNTY, TX. PROJECT
NO. 490-403.1 / 91-829 .
ARCEL 11-SE
~P.O..B~. o
~CL STA. 88+12.22 o
= · ~~73.00" LEFT ¢ BELTLINE ROAD
~ L R= 3'819 72 --
~_.~ ..~' R.O.W. VARIES
%~ ~ CB=S75 02'26'E ,,,
~ ~ CL=490.99 _z
I.R.S. S71 21'20'E 769.98' I.R.S.
o.L\ o
......
........................... ro~. ~x . ~- BELT LINE, LTD.
~:~~;4s.;8,-9~n; '~, CORPORATE LIMIT
' VOL. 86068, PO. 5186
N71'21'ZO'W
CITY OF COPPELL
~TRACT 1.3 CROW-BILLINGSLEY
LEGEND, NORTH LAKE HB&T JOINT VENTURE CITY OF DALLAS
,Cf PP POWER / UTILITY POLE VOL. 90106, PC. 2492
[] TPB PULL BOX
--PL--- PROPERTY or
RIGHT OF WAY LINE (R,O.W.) .
0 I.R.S. ~' IRON ROD SET w/
HALFF ASSOC., INC. CAP
· I.R.F. IRON ROD FOUND
[] TS TELEPHONE PEDESTAL
NOTES~
1. BASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202
(1983 ADJUSTMENT)BASED ON GPS MEASUREMENTS FROM TRIANGULATION STATION
CPS4 CONVERGENCE ANGLE AT CPS4 IS (+)00'48'34.9' AS COMPUTED BY CORPSCON
VERS.ON 4.,,. JOHN C. COOK SURVEY .
SCALE
IN
FEET
2. MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT' ABSTRACT,,~kl~. 315
ON BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 5. ALL 6,P.S. POINTS ARE
I I
3' ALUMINUM DISKS, STAMPED, 'BL01" THRU 'BL08'. NO. REVISION I BY I DATE
I HEREBY CERTIFY THAT THE ABOVE SURVEY WAS COUNTY OF DALLAS, TEXAS
MADE ON THE GROUND UNDER MY SUPERVISION ONIIIIIIlil","'""
, '"NE '~' , DEPARTMENT OF PUBLIC WORKS
OR PRIOR TO THE DATE NOTED HEREON, AND THAT I ,
THE METES AND BOUNDS SHOWN HEREON ARE !illt]lttll[,llillllllllltl , "'. '"" ,,.,:': "",,""""' '"'? "'....,',
TRUE AND CORRECT. li!iilili~lllllll':" "......'"' I. [",, . ..:..,.... ,,,,... .,,,,... SLOPE EASEMENT
AUGUST 1998 SUBMITTAL ENGINEERS ARCHITECTS SCIENTISTS . PLANNERS. SURVEYORS BELTLINE ROAD
COLIN J. HENRY, 8616 NO~RTHWEST PLAZa, DRIVE, DALLAS, TEXAS 75225-4292 DENTON TAP ROAD TO MooARTHUR BLVD.
REOISTERED PROFESSIONAL LAND SURVEYOR PHONE: (214) 346-6200, FAX: (214) 7:.'59-0095 ~, ~,*WN I J
DESIGNED IA DATE~ AUGUST 1998 FILE AVOe 14111
TEXAS REGISTRATION 5230 APPROVED CJH CHECKED IA
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' A: 7'22'12' PROJ. NO. 91-829
R=-.--:38t 9;-72' - PARCEL ll-SE
- T= 246.00'
LINE
ROAD
CENTERLINE
SHEET 2 OF
BELT I- ~ql
DALLAS COUNTY, TX. PROOECT
NO. 490-403.1 / 91-829 ' CL=490.99'
~ R.O.W. VARIES
' A= 1'5 ,~ VOL.
/ ~UI,R,S, L: 129.37' ~~
24.50'~ I.R.S. 60,00' CB=N77'49'35"W' ~1 -~
Nt 4'41 '34"E N75'18'26"W CL =129.36'
I
LE~
~ PP POWER / UTILITY POLE
B TPB PULL BOX CROW-BILLINOSLEY
~--- PROPERTY or BELT LINE, LTD,
RIGHT OF WAY LINE (R.O.W.) ..
OI.R.S. ~2IlRON ROD SET w/ VOL. 86068, PG. 5186
HALFF ASSOC., INC, CAP
· I.R.F. IRON ROD FOUND
B TS TELEPHONE PEDESTAL
~T~l
,...~,~ o.....,.~ ,s T.x. ~T,T...*.~ .0.~. C..T.*, ZO.. ~0~ CITY~--Ub~~---UU~bLL
(198~ ADJUSTMENT)BASED ON CPS MEASUREMENTS FROM TRIANGULATION STATION
CPS4 CONVERGENCE ANGLE AT CPS4 IS (+)00"48']4.9' AS COMPUTED BY CORPSCON o 2o 40 60
v..,,o...,,, dOHN C. COOK SUSV[Y ,
SCALE
IN
FEET
2. MONUMENTS
u~...o..~s,s o. ~.~.,.~ ~...o~.~ ~ 'co.~o..o.~...~. ABSTRACT,.~x~. 315
4
ON BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 5. ALL G.P.S. POINTS ARE
3' ALUMINUM DISKS, STAMPED, 'BL01' THRU 'BL08'. No.IREVISION J BY DATE
~H~,~,~ c~,~,,~ ~HA~ ~H~ ~,OV~ SU,W~ W~S COUNTY OF DALLAS, TEXAS
MADE ON THE OROUND UNDER MY SUPERVISION ON
OR PRIOR TO THE DATE NOTED HEREON, AND THAT lllll~llll[ ......... ,, ',:': """~ ,,,¢,~~,, B '" ," ~m~m or ~U~L,C
AUGUST 1998 SUBMITTAL ENOINEERS ARCHITECTS SCIENTISTS . PLANNERS . SURVEYORS BELTLINE ROAD
COLIN J. HENRY, 8616 NORTHWEST PLAZ~ DRIVE, DALLAS, TEXAS 75225-4292 DENTON TAP ROAD TO MooARTHUR BLVD,
REGISTERED PROFESSIONAL LAND SURVEYOR PHONE: (21~) 346-6200, FAX: (21q) 739-0095
DRAWN lA AUGUST ,998
DES'O"EO 'AIAPPRoVED CJH ,IOAT~,I F'LE AVOI '4m
TEXAS
REGISTRATION
5230
CHECKED IA I SCAL~ 1"= 60' I SHEET 2 OF
II
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