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<br /> along the arc of the said curve, having a radius of
<br /> 3,766.69 feet and a chord which bears, N 76 52' W,
<br /> 1,384.70 feet to the POINT OF TANGENCY at Engineer's
<br /> Centerline Station 633 + 05.7:
<br /> (12) N 66 16' W, at about 400 feet passing the Northwest
<br /> line of the said Glasgow Survey, the Southeast line of
<br /> the said Maxarnillon Survey, same being the Northwest
<br /> 1 ine of that 51.0 acre tract of land conveyed to Oren
<br /> E. Laid1 ey, et al, by Theo Laidley, et ux, by deed
<br /> dated February 16, 1957, and recorded in Volume 170,
<br /> Page l70, Hays County Deed Records, a Southeast line of
<br /> that 666.42 acres of land of the Freeman Ranch as
<br /> designated on the Hays County Appraisal Office
<br /> "Ownership Maps", at about 3,250 feet passing a wire
<br /> fence, the West line of the said 666.42 acre tract, the
<br /> East line of that 625.19 acre tract of land, conveyed
<br /> to Joe Freeman, et aI, by Gene Scrutchin, by deed dated
<br /> August l3, 1943, and recorded in Volume 127, Page 42l,
<br /> Hays County Deed Records, and continuing on, in all,
<br /> 3,693.30 feet to the POINT OF CURVATURE of a curve to
<br /> the right at Engineer's Centerline Station 596 + l2.4;
<br /> (13) at about 250 feet along the arc of the said curve to
<br /> the right passing the Northwest line of the said
<br /> Maxamillon Survey, the Southeast line of the said
<br /> Patrick McGreal Survey, and continuing on, in all,
<br /> 550.24 feet along the arc of the said curve, having a
<br /> radius of 2,814.84 feet and a chord which bears,
<br /> N 60 40' W, 549.36 feet to the POINT OF TANGENCY, at
<br /> Engineer's Centerl ine Station 590 + 52.4:
<br /> (14) N 55 04' W, 511.20 feet to the POINT OF CURVATURE of a
<br /> curve to the left at Engineer's Centerline Station 585
<br /> + 4l.2;
<br /> (15) 374.72 feet along the arc of the said curve to the
<br /> 1 ef t, having a radius of 2,914.47 feet and a chord
<br /> which bears, N 58 45' W, 374.46 feet to the POINT OF
<br /> TANGENCY at Engineer's Centerline Station 581 + 72.7;
<br /> (16) N 62 26' W, 1,023.30 feet to the POINT OF CURVATURE of
<br /> a curve to the left at Engineer's Centerline Station
<br /> 571 + 49.4:
<br /> (l7) 1,168.42 feet along the arc of the said curve to the
<br /> left having a radius of 2,914.89 feet and a chord which
<br /> bears, N 73 55' W, 1,160.6l feet to the POINT OF
<br /> TANGENCY at Engineer's Centerline Station 560 + Ol.4;
<br /> (18) N 85 24' W, 1,656.95 feet to the East side of County
<br /> Road No. 213, same being at Engineer's Centerline station 543 +
<br /> 63 (Record), for the Southwest corner of the tract herein
<br /> described:
<br /> THENCE, leaving the said Ranch Road No. 12, with the East side of
<br /> the said County Road No. 213, approximately N 15 45' W,
<br /> 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 tract
<br /> herein described;
<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 curve
<br /> having a radius of 2 miles (lO,560.00 feet) and a sub-chord
<br /> which bears, approximately N 29 49' E, about 304 feet to the
<br /> Northwest corner of the tract herein described, same being 500
<br /> feet North of, and perpendicular to the North line of the said
<br /> Ranch Road No. 12;
<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 /> (19) S 85 24' E, 1,610.87 feet to the POINT OF CURVATURE
<br /> of a curve to the right;
<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
<br /> which bears, S 73 55' E, l, 3 5 9 . 6 9 fee t to t he PO IN T OF
<br /> TANGENCY;
<br /> (2l) S 62 261 E, 1,023.30 feet to the POINT OF CURVATURE of
<br />
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