ST9304-ES 980630 BELTLINE ROAD
PROJECT 91-829
PARCEL 2-DE-2
JUNE 30, 1998
DRAINAGE EASEMENT
BEING a 0.0207 acre tract of land in the City of Dallas, Texas, said tract being part of the
McKinney and Williams Survey, Abstract No. 1054, Dallas County, Texas, filed on January 6,
1956 for 149.87 net acres per deed to Dallas Power and Light, 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 and located at centerline Station 20 +
75.79, offset 60.00 right, as defined in Public Works Project # 490-403.1 / 91-829 in the project
records of Dallas County, Texas located at the existing south right-of-way (R.O.W.) line of
Beltline Road and a curve to the right with a radius of 1492.40 feet and whose chord bears North
58 degrees 43 minutes 35 seconds East, with a chord distance of 30.00 feet,
THENCE continuing northeasterly along said existing south (R.O.W.) line and said curve to the
left through a central angle of 01 degrees 09 minutes 06 seconds, an arc distance of 30.00 feet to a
set 1/2 inch iron rod with cap for comer;
THENCE South 31 degrees 16 minutes 25 seconds East, departing said existing south (R.O.W.)
line, a distance of 30.00 feet to a set 1/2 inch iron rod with cap for comer, at the point of curvature
of a non-tangent circular curve to the right with a radius of 1522.40 feet and whose chord bears
South 58 degrees 43 minutes 35 seconds West, with a chord distance of 30.00 feet,
THENCE Southwesterly along said curve through a central angle of 01 degrees 07 minutes 45
seconds, an arc distance of 30.00 feet to a set 1/2 inch iron rod with cap for comer;
THENCE North 31 degrees 16 minutes 25 seconds West, departing said' non-tangent curve and
returning to the south right-of-way line of Beltline Road, a distance of 30.00 feet to the POINT OF
BEGINNING and containing 900 square feet or 0.0207 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\98row2b.doc SHT. 1 OF 1
'- GROSS AREA : 6,528,:337 SO. FT. or 149.87 AC. ,.' PROJ. NO. 91-829
TAKE AREA = 900 SO. FT. or 0.0207 AC ..... " : PARCEL 2-DE-2
SHEET l OF
REMAINDER = 6,527,4:37 SQ. FT. or 149.85 AC.
..... -~ 0¢¢ ,~ <- ~ ~ R= 1522.40
~ PP POWER / UTILITY POLE
~--- PROPERTY oF
RIGHT OF WAr LINE (R.O.W.)
0 I.R.S. ~z' IRON ROD SET w/
HALFF ASSOC., INC. CAP
· I.R.F. IRON ROD FOUND
B TS TELEPHONE PEDESTAL
1. BASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202
(198~ ADJUSTMENT)BASED ON 6PS MEASUREMENTS FROM TRIANGULATION STATION
GPS4 CONVERGENCE ANGLE AT GPS4 IS (+)00'48'34.9" AS COMPUTED BY CORPSCON -.
VERSION 4.11. ~
SCALE IN FEET
2. MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT'
ON BASIS OF BEARING CONTROL MAP SHEETS 1THROUGH 5. ALL G.P.S. POINTS ARE NO.
3' ALUMINUM DISKS, STAMPED, 'BL01' THRU 'BLOB'. REViSiON BY DATE
T.E * OVE SU.VE COUNTY OF DALLAS, TEXAS
MADE ON THE GROUND UNDER MY SUPERVISION ON
~, .. [ "!~ E'?/ ~'""' DRAINAGE EASEMENT
AUGUST 1998 SUBMITTAL ENGINEERS. ARCHITECTS. SCIENTISTS. PLANNERS_ SURVEYORS BELTLINE ROAD
COLIN J. HENRY, 8616 NORTHWEST PLAZA DRIVE, DALLAS, TEXAS 75225-4292 DENTON TAP ROAD TO MeoARTHUR BLVD.
REGISTERED PROFESSIONAL LAND SURVEYOR PHONE: (214) 346-6200, FAX: (214) 739-0095
DESIGNED IA , DRAWN IA , DAT~ AUGUST 1998 ,FILE AVO' 14111
TEXAS REGISTRATIO~ 5230 ~PPROVED cJ. mCHECKED mxImscALE