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<br />Parcel 2 <br />Page 4 of6 <br />August 22, 2006 <br /> <br />16. along said Access Denial Line with an arc of a curve to the left 121.06 feet, <br />through a central angle of 03057'10", having a radius of 1754.86 feet, and <br />whose chord bears N29032'03"W 121.04 feet to a 1/2" iron rod with a <br />TxDOT aluminum cap set 155.00 feet right of Engineer's Centerline Station <br />37+72.20; <br />17. along said Access Denial Line N37024'26"E 72.14 feet to a 1/2" iron rod <br />with a TxDOT aluminum cap set 87.50 feet right of Engineer's Centerline <br />Station 37+45.00; <br />18. along said Access Denial Line with an arc of a curve to the left 1189.49 feet <br />through a central angle of 37023'53", having a radius of 1822.36 feet, and <br />whose chord bears N51001'32"W 1168.49 feet to a 1/2" iron rod with a <br />TxDOT aluminum cap set at the end of said Access Denial Line 87.50 feet <br />right of Engineer's Centerline Station 24+98.39; and <br />19. N23014'29"E 14.07 feet to a 1/2" iron rod with a TxDOT aluminum cap set <br />73.45 feet right of Engineer's Centerline Station 24+99.15, for the northwest <br />comer of this tract, same being in the north line of said Bank tract, and in <br />the existing south ROW line ofF.M. Hwy. 12; <br /> <br />20. THENCE, with the north line of this tract, same being the north line of said Bank <br />tract and the existing south ROW line of F.M. Hwy. 12, S66045'50"E at 792.58 <br />feet passing a TxDOT Type I concrete monument, in all a total distance of 885.26 <br />feet to the POINT OF BEGINNING and containing 6.4500 acres of land within <br />these metes and bounds, more or less. <br /> <br />All bearings are based on the Texas State Plane Coordinate System, South Central <br />Zone, NAD83(93) HARN. All distances and coordinates were adjusted to surface <br />using a combined scale factor of 1.000128. <br /> <br /> <br />SURVEYED BY: <br />McGRAY & McGRAY LAND SURVEYORS, INC. <br />3301 Hancock Drive, Suite 6 Austin, Texas 78731 <br />(512) 451-8591 <br />