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Parcel 6 Page 4 of 6 August 22, 2006 N30045' 43"W 466.20 feet to a 1/2" iron rod with a TxDOT aluminum cap set 100.00 feet right of Engineer's Centerline Station 87+00.00; 20. along said Access Denial Line N32009'40"W 103.23 feet to a 1/2" iron rod with a TxDOT aluminum cap set at 110.00 feet right of Engineer's Centerline Station 186+00.00; 21. along said Access Denial Line with an arc of a curve to the right 102.88 feet, through a central angle of 01030'00", having a radius of 3929.72 feet, whose chord bears N25006'09"W 102.88 feet to a 1/2" iron rod with a TxDOT aluminum cap set 110.00 feet right of Engineer's Centerline Station 85+00.00; 22. along said Access Denial Line N18002'39"W 103.23 feet to a 1/2" iron rod with a TxDOT aluminum cap set at 100.00 feet right of Engineer's Centerline Station 84+00.00; 23. along said Access Denial Line with an arc of a curve to the right 220.64 feet, through a central angle of 03013'31", having a radius of 3919.72 feet, whose chord bears N21014'24"W 220.61 feet to a 1/2" iron rod with a TxDOT aluminum cap set 100.00 feet right of Engineer's Centerline Station 81 +84.99; and 24. along said Access Denial Line N19037'40"W 54.78 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 81+30.21, same also being in the west comer of this tract, and being in the northwest line of said Buie tract and in the southeast line of said Wills (Tract A), froIn said point a fence comer post found at the southwest corner of said Buie tract, same being an angle point in the southeast line of said Wills tract, and the north comer of said C & G tract, bears S43027'54"W 399.33 feet; 25. THENCE, vvith the northwest line of this tract, same being the northwest line of said Buie tract and the southeast line of said Wills (Tract A) N43027'54"E 224.28 feet to the POINT OF BEGINNING and containing 18.1443 acres of land \vithin these Inetes 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 1.000 128. ~-~ .~ .-, :- ~~~ .~ v ?"" ..... ~~, /,1, {;~:: s'~~' '/~.~1-:::l~%, /32, .oJ' <;.- / '* 0 \-G;"\\ /I. :~.cr-'l>'I>.j>."*'" .e... ;<:~ojl" "'-~<>"" e"",...~.. '" '" % t\ JUDiTH J. tVlcGRp.,y ~) \ 11 <rill C"~4>....e$l.<! ""'a>>*34'1>"'",~<)""'l!"'<:>Q-Il>l> A f \\~~):~.~ ::~~ c:~:l&J \,.~s~j.~~..y/ ~, ~Yl ~ SURVEYED BY: McGRAY & McGRAY LAND SURVEYORS, INC. 3301 Hancock Drive, Suite 6 Austin, Texas 78731 (512) 451-8591 ()UdLtrV}lk"1~ ct -{g# 1/;//2- JuUith J. MtGray, :RA;. Professional Land Surveyor No. 2093 Date / ~ j · Note: There is a plat to accompany this description. De02061P6 Revised 8/22/06~i