ST9304-ES 980820 BELTLINE ROAD
PROJECT 91-829
PARCEL 10-SE
AUGUST 20, 1998
SLOPE EASEMENT
BEING a 0.6824 acre tract of land in the City of Dallas, Texas, in the Jacob G. Carlock Survey,
Abstract No. 312 in Dallas County, Texas, described by instrument as Tract 1.3 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 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, at the most easterly point of a comer clip,
at the of the intersection of the existing south right-of-way line of Beltline Road (variable width )
and the existing east right-of-way line of Northlake Road (80 feet wide);
THENCE South 71 degrees 21 minutes 20 seconds East, along said existing south right-of-way
line, a distance of 437.77 feet to a set 1/2 inch iron rod with cap for corner being the northeast
comer of said Crow-Billingsley Tract;
THENCE South 00 degrees 35 minutes 36 seconds East, departing said existing south right-of-
way line and along said boundary lines, a distance of 70.96 feet to a set 1/2 inch iron rod with cap
for comer;
THENCE North 71 degrees 21 minutes 20 seconds West, departing said boundary lines and
parallel to said existing south right-of-way line, a distance of 335.60 feet to a set 1/2 inch iron
rod with cap for comer;
THENCE North 18 degrees 38 minutes 41 seconds East, a distance of 20.00 feet to a set 1/2 inch
iron rod with cap for corner;
THENCE North 71 degrees 21 minutes 20 seconds West, parallel to said existing south right-of-
way line, a distance of 125.10 feet to a set 1/2 inch iron rod with cap for corner;
THENCE South 59 degrees 52 minutes 30 seconds West, a distance of 34.10 feet to a set 1/2
inch iron rod with cap for corner
THENCE South 30 degrees 02 minutes 30 seconds West, a distance of 49.50 feet to a set 1/2
inch iron rod with cap for comer on the existing west right-of-way line of Northlake Road (80
feet wide) at the point of curvature of a non-tangent circular curve to the right having a radius of
778.51 feet and whose chord bears North 13 degrees 37 minutes 24 seconds East, a chord
distance of 81.35 feet;
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THENCE Northeasterly, along said curve and along said existing east right-of-way line of
Northlake Road, through a central angle of 05 degrees 59 minutes 23 seconds, an arc distance of
81.38 feet to a set 1/2 inch iron rod with cap for comer, said point being non-tangent and also
being the southernmost point of the previously mentioned comer clip;
THENCE North 62 degrees 46 minutes 18 seconds East, a distance of 55.91 feet to the POINT OF
BEGINNING and containing 29,725 square feet or 0.6824 acres of land more or less
Basis of beating 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
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PROd. NO. 91-829
GROSS AREA = 254,596 SO. FT. or- 5.8447 AC ALFRED LOGSDON SURVEY
TAKE AREA - 29,725 SO. FT. or- 0.6824 AC. PARCEL lO-SE
REMAINDER = 224,871 SO. FT. or- 5.1623 AC..~t.ABSTRACT NO, 78:3 SHEET 10F1
-~,'i~ ~..o... ,~ .. P.O.B. ~~BELt LNE.ROAD CENTERLINE
I' '~"~ '~-~ CL STA. 83+7445~/ DALLAS COUNTY, TX PROJECT
'---- ~ ~ ' ~' ;, ;~;~ ,] . ........ ', ~L R.O.W. VARIES
, ~R.S. s~'s~'so"~ ~s~.~' ~.~.s.
,~ CITY OF COPPELL
~ I.m~~ ~ ~ ~- ~ ' CITY OF DALLAs
¢ ~I.R.S. ~ I.R.S. T Nm~ APPROXIMATE
~. ~ ~ ~ /% / ~ ~ CORPORATE LIMIT
,~,, ~~ ¢I.R.S.~ ~ /% N=~'~'=O"W ~ ~5.~0' ~ ..m.S.
A= 5'59 /¢ I ~'~' ~., / F ~ I.R.S. ~
~=_ =Z~¢J', ~' ~ :~ I _~ %~.~-~ % ~ ~PARCEL ~o-sel
~I-~1 35' ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ .
~ N71 '21' 20" W
0 Oo
LEGEND=
~ TRACT 1,~ CROW-B]EEINCS~E?
~ PP POWER / UTILITY POLE ~ NORTH LAKE HB&T JOINT V~NTURE
m TPB PULL BOX ~ VOL. 90106, PG. 2492
--~--- PROPERTY OF ~ Z
RIGHT OF WAY LINE (R.O.W.) ~
0 I.R.S. W~' IRON ROD SET w/ ~ ~ 0
HALFF ASSOC., INC. CAP ~ ~
I I.R.F. IRON ROD FOUND
m TS TELEPHONE PEDESTAL
NOTES= ~'
,.BASIS OF BEARI,G IS TEXAS STATE PLANE ,O,TH CENT,AL ZONE 4202 CItY OFDALLAS
(1983 ADJUSTMENT)BASED ON GPS MEASUREMENTS FROM TRIANGULATION STATION
GPS4 CONVERGENCE ANGLE AT GPS4 IS (+)00'48'34.9'AS COMPUTED BY CORPSCON JACOB 0 CARLOCK SURVEY SCALE IN FEET
VERSION 4.11. i
2. MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT' ABSTRACT NO 312
ON BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 5. ALL G.P.S. POINTS ARE
3' ALUMINUM DISKS, STAMPED. 'BL01" THRU 'BLOB'. No. REVISION , BY OATE
,H~,~,~ c~,~ ~HA~ ~H~ ~OW SU,V~ W~S COUNTY OF DALLAS, TEXAS
MADE ON THE GROUND UNDER MY SUPERVISION ON
OR PRIOR TO THE DATE NOTED HEREON, AND THAT ~ DEPARTMENT OF PUBLIC WORKS
THE METES AND BOUNDS SHOWN HEREON ARE SLOPE EASEMENT
TRUE AND CORRECT.
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 M~oARTHUR BLVD.
DESIGNED IA DRAWN IA DATE: AUGUST 1998 FILE AVO* 14111
TEXAS REGISTRATION 5230 APPROVED CJH CHECKED IA SCALE: ?=60' SHEET 1 OF
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