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Page 4 of 10 <br />4) North 18°12'34" East a distance of 79.19 feet (record per Volume 1505, Page 38: North <br />15°30'47" East a distance of 79.19 feet) to a calculated point; <br />5) North 23°39'43" East a distance of 43.22 feet (record per Volume 1505, Page 38: North <br />20°57'56" East a distance of 43.22 feet) to a calculated point for the northwest comer of the <br />85.596 acre tract; the northeast comer of the 3.61 acre tract, and being in the south line of a <br />100 foot wide railroad right-of-way conveyed to Taylor, Bastrop & Houston Railroad <br />Company by deed of record in Volume V, Page 447 of the Deed Records of Hays County, <br />Texas; <br />THENCE South 72°53'45" East (record per Volume 1505, Page 38: South 75°35'32" East), along <br />the north line of the 85.596 acre tract and the south line of said 100 foot wide railroad right-of-way, a <br />distance of 2539.12 feet (record per Volume 1505, Page 38: 2539.12 feet) to a 1/2" iron rebar found <br />with plastic cap which reads "CDS MAUERY S.A. TX", for the northwest comer of said 5.11 acre <br />tract and being an angle point in the north line of the 85.596 acre tract; <br />THENCE, along the north line of the 85.596 acre tract and the west and south lines of the 5.11 acre <br />tract, the following two (2) courses: <br />1) South 17°05'21" West a distance of 299.95 feet (record per Volume 1505, Page 38: South <br />14°24'28" West a distance of 299.24 feet, record per Volume 306, Page 284: South <br />15°00'00" West a distance of 299.50 feet) feet to a 1/2" iron rebar found with plastic cap <br />which reads "CDS MAUERY S.A. TX" for the southwest corner of the 5.11 acre tract; <br />- 2) South 72°54'22" East a distance of 630.72 feet (record per Volume 1505, Page 38: South <br />75°35'32" East a distance of 630.73 feet, record per Volume 306, Page 284: South <br />75°00'00" East a distance of 631.00 feet) to the POINT OF BEGINNING. <br />This parcel contains 103.788 acres of land, more or less, out of the Juan De Veramendi Survey No. 2, <br />Abstract No. 17 and the Thomas G. McGehee Survey, Abstract No. 11, both in Hays County, Texas. <br />Bearing Basis: Chord bearing of the north right-of-way line of Highway No. 21 between Engineer's <br />Centerline P.C. Station 5+49.00 offset 49.91 feet left and Engineer's Centerline P. T. Station <br />33+00.00 offset 50.00 feet left, being North 81 '43'16" East. <br />J. Scott Laswell Date iN .»..»•»••••o ??? <br />Registered Professional Land Surveyor SCOTT WM?U <br />. <br />State of Texas No.5583 5583 .° ;? <br />? • ?FESS?? ? <br />File: S:\Projects\Blanco River \7illage\Does\FNotes\103ac fn.doc ?%•-.•,,,,,..?? „ <br />R,-.? <br />S U