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I Parcel 8 Page 3 of4 August 22, 2006 9. along said Access Denial Line N31054'45''W 310.02 feet to a 112" iron rod with a TxDOT aluminum cap set 200.00 feet right of Engineer's Centerline Station 137+ 14.37; . 10. along said Access Denial Line NS70S9'43"E 100.00 feet to a 112" iron rod with a TxDOT aluminum cap set 100.00 feet right of Engineer's Centerline Station 137+14.21; l1.along said Access Denial Line N31054'45"W 555.25 feet to a 112" iron rod with a TxDOT aluminum cap set 100.00 feet right of Engineer's Centerline Station 131+58.96; and 12. along said Access Denial Line with the arc of a curve to the left 489.61 feet, through a central angle of 10008'47", having a radius of 2764.79 feet, and whose chord bears N360S9'08"W 488.97 feet to a 1/2" iron rod with a TxDOT aluminum cap set at the end of said Access Denial Line 100.00 feet right of Engineer's Centerline Station 126+51.64, same also being the west comer of this tract and being in the north line of said Laidley tract and the southeast line of said C & G tract, from said point a 30" dead oak found laid over, same being an angle point in the northwest line of said Laidley tract and in the southeast line of said C & G tract bears S8300S'50"W 101.12 feet; I 13.1lIENCE, with the north line of this tract, same being the north line of said Laidley tract and the southeast line of said C & G tract, N8300S'50"E 240.66 feet to the POINT OF BEGINNING and containing 9.5801 acres of land within these metes and bounds, more or less. All bearings are based on the Texas State Plane Coordinate System, South Central Zone, NAD83(93) HARN. All distances and coordinates were adjusted to surface using a combined scale factor of 1.000128. SURVEYED BY: McGRAY & McGRAY LAND SURVEYORS, INC. 3301 Hancock Drive, Suite 6 Austin, Texas 78731 (512) 451-8591 -(r J ith J. Gray, . Professional Land Surveyor No. 2093 Date Note: There is a plat to accompany this description. De02061P8 Revised 8/22/06 q'}~ I Page 4.0