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<br />~egrees 40' W, 549.36 feet to the POINT OF TANGENCY,
<br />at Engineer's Centerline Station 590 + 52.4;
<br />
<br />(14) N 55 degrees 041 W, 511.20 feet to the POINT OF CURVATURE
<br />of a curve to the left at Engineer's Centerline Station
<br />585 + 41.2;
<br />
<br />(15) 374.72 feet along the arc of the said curve to the left,
<br />having a radius of 2,914.47 feet and a chord which bears,
<br />N 58 degrees 451 W, 374.46 feet to the POINT OF TANGENCY
<br />at Engineer's Centerline Station 581 + 72.7;
<br />
<br />(16) N 62 degrees 26' W, 1,023.30 feet to the POINT OF
<br />CURVATURE of a curve to the left at Engineer's Centerline
<br />Station 571 + 49.4;
<br />
<br />(17) 1,168.42 feet along the arc of the said curve to the left
<br />having a radius of 2,914.89 feet and a chord which bears,
<br />N 73 degrees 55' W, 1,160.61 feet to the POINT OF TANGENCY
<br />at Engineer's Centerline Station 560 + 01.4;
<br />
<br />(18) N 85 degrees 24' W, 1,656.95 feet to the East side of
<br />County Road No. 213, same being at Engineer's Centerline
<br />Station 543 + 63 (Record), for the Southwest corner of the
<br />tract herein described;
<br />
<br />THENCE, leaving the said Ranch Road No. 12, with the East side
<br />of the said County Road No. 213, approximately N 15 degrees 45'
<br />W, about 240 feet to the 2 mile limit of the Extra Territorial
<br />Jurisdiction of the City of San Marcos, for a corner of the
<br />tract herein described:
<br />
<br />THENCE, leaving the said County Road No. 213, with an arc of a
<br />curve to the left, of the said City of San Marcos Extra
<br />Territorial Jurisdiction line, approximately 304 feet, said
<br />curve having a radius of 2 miles (10,560.00 feet) and a
<br />sub-chord which bears, approximately N 29 degrees 491 E, about
<br />304 feet to the Northwest corner of the tract herein described,
<br />same being 500 feet North of, and perpendicular to the North
<br />line of the said Ranch Road No. 12;
<br />
<br />THENCE, with a line 500 feet North of, and parallel to the North
<br />line of the said Ranch Road No. 12, the following courses
<br />numbered (19) through (25);
<br />
<br />(19) S 85 degrees 24' E, 1,610.87 feet
<br />CURVATURE of a curve to the right;
<br />
<br />to
<br />
<br />the
<br />
<br />POINT
<br />
<br />OF
<br />
<br />(20) 1,368.84 feet along the arc of the said curve to the
<br />right, having a radius of 3,414.89 feet and a chord which
<br />bears, S 73 degrees 551 E, 1,359.69 feet the POINT OF
<br />TANGENCY;
<br />
<br />(21) S 62 degrees 26' E, 1,023.30 feet
<br />CURVATURE of a curve to the right;
<br />
<br />to
<br />
<br />the
<br />
<br />POINT
<br />
<br />OF
<br />
<br />(22) 439.01 feet along the arc of the said curve to the right,
<br />having a radius of 3,414.47 feet and a chord which bears,
<br />S 58 degrees 45' E, 438.70 feet to the POINT OF TANGENCY;
<br />
<br />(23) S 55 degrees 041 E, 511.20 feet to the POINT OF
<br />of a curve to the left;
<br />
<br />CURVATURE
<br />
<br />(24) at about 400 feet along the arc of the said curve to the
<br />left passing, the Southeast line of the said McGreal
<br />Survey, the Northwest line of the aforementioned
<br />Maxamillon Survey, and continuing on, in all 452.50 feet
<br />along the arc of the said curve, having a radius of
<br />2,314.84 feet and a chord which bears, S 60 degrees 40' E,
<br />451.78 feet to the POINT OF TANGENCY;
<br />
<br />(25) S 66 degrees 161 E, at about 400 feet passing the East line
<br />of the said Freeman 625.19 acre tract, the West line of the
<br />aforementioned Freeman 666.42 acre tract, and continuing
<br />on, in all, approximately 3,394.36 feet to the Southeast
<br />line of the said Freeman 666.42 acre tract, the Northwest
<br />line of the aforementioned Laidley 51.0 acre tract,
<br />
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