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TRACT 2 Page 2 of 5 of EXHIBIT B 3. South 72°53'01" East a distance of 472.19 feet to a calculated point for a point of curvature; 4. Along a tangential curve to the right, having a radius of 260.00 feet, a delta angle of 57°13'07", an arc length of 259.65 feet, and a chord which bears South 44°16'27" East a distance of 248.99 feet to a calculated point for a point of tangency; 5. South 15°39'53" East a distance of 58.15 feet to a calculated point in the southeast line of the 9.00 acre tract and being in the north right-of-way line of State Highway 21 (R.O.W. varies), from which a 1/2" iron rebar found for the northeast comer of the 9.00 acre tract, the southeast corner of the 1.724 acre portion of the remainder of 128.67 acre tract bears along a non-tangential curve to the left, having a radius of 2815.00 feet (record - 2815.00 feet), a delta angle of 01°36'59 an arc length of 79.41 feet, and a chord which bears, North 74°20'28" East a distance of 79.41 feet; THENCE along a non-tangential curve to the right, with the south line of the 9.00 acre tract, the south line of a 0.428 acre tract of land quitclaimed to San Marcos Baptist Academy by Minute Order No. 109109, dated 11-21-02, and record in Document No. 03000796 of the Official Public Records of Hays County, Texas, and recorded in Volume 2136, Page 202 of the Official Public Records of Hays County, Texas, the south line of the 7.030 acre tract, and the north right-of-way line of State Highway 21, having a radius of 2815.00 feet (record- 2815.00 feet), a delta angle of 34°0923472 , passing at an arc length of 388.21 feet a Type I concrete monument found 49+73 feet left of and at right angles to State Highway 21 Engineer's Centerline Station 18+54.03 for the southeast corner of said 0.428 acre tract, and passing at an arc length of 668.89 feet a 1/2" iron rebar found, for the southwest corner of said 0.428 acre tract, and continuing a total arc length of 1678.28 feet, and having a chord which bears South 87°46' 16" East a distance of 1653.54 feet to a Type I concrete monument found 49.91 feet left of and at right angles to State Highway No. 21 Engineer's P.C. Centerline Station 5+49.00, same being 102.40 feet left of and at right angles to State Highway No. 80 Engineer's Centerline Station 73+20.02, for a point of tangency, from which a Type II concrete monument found 108.19 feet right of and at right angles to State Highway No. 80 Engineer's Centerline Station 72+86.14 bears, South 41°00'04" West a distance of 213.40 feet; THENCE North 59°54'30" West (record per Document No. 9904054: North 62°34'49" West), along the south line of the 7.020 acre tract and the north right-of-way line of State Highway No. 80 a distance of 47.79 feet (record per Document No. 9904054: 47.86 feet) to the POINT OF BEGINNING. This parcel contains 14.103 acres. of land, more or less, out of the Juan Martin De Veramendi Survey No. 2, Abstract No. 17 and the Thomas G. McGehee Survey, Abstract No. 11, both in Hays County, Texas. Bearing Basis: Chord bearing of the north right-of-way line of Highway No. 21 between Engineer's Centerline P.C. Station 5+49.00 offset 49.91 feet left and Engineer's Centerline P. T. Station 33+00.00 offset 50.00 feet left, being: North 81 °43'_1.6'.' East. OF . TX.-k11.\ C?? l ?f 0 I 0.' ............................. J. Scott Laswell Date .. ,i. SCOT T L ASS ........................... Registered Professional Land Surveyor f a s 5588 State of Texas No.5583 -9'• c o?•;;+> ??.,;ESS?G. ?t File: S:\Projects\Blanco River Village\Docs\FNotes\Co Iail