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i <br />THENCE departing said common line, over and across said 242.985 acre tract, the following <br />three (3) courses and distances: <br />1) N 89° 59' 54" E, a distance of 140.00 feet to a point, for an angle corner of this <br />easement, <br />2) S 00° 00' 06" E, a distance of 1,410.81 feet to a point, to an angle corner of this <br />easement, and <br />3) S 88° 30' 05" E, a distance of 3,916.60 feet to a 5/8 -inch iron rod with aluminum cap <br />stamped "LCRA" found, on the common line of said 242.985 acre tract and said <br />remainder of a called 160.2 acre tract, for the northeast corner of this easement. From <br />said 5/8 -inch iron rod with aluminum cap stamped "LCRA", a PK nail found, for the <br />northeast corner of said 242.985 acre tract, same being the northwest corner of said <br />remainder of a called 160.2 acre tract bears N 17° 42' 50" E, 38.04 feet passing a 1/2 - <br />inch rod found for an angle point and N 170 41' 30" E, 1,820.82 feet; <br />THENCE S 170 42' 50" W, with said common line, a distance of 111.64 feet, to the POINT OF <br />BEGINNING and containing 12.834 acres, more or less. <br />The bearings shown hereon are based on the Texas Coordinate System, South Central Zone, <br />NAD 83/2011. All distances shown are in U.S. Survey Feet and may be converted to grid by <br />applying the combined scale factor of 1.00013. <br />�, o pcP <br />NEIL HIKES <br />.� Q,N.,...564......... <br />..> V. Q . <br />Neil Hines <br />Registered Professional Land Surveyor <br />Texas Registration Number 5642 <br />Date: 2— ', C- ?07-2- <br />B051C-REV-3 Page 3 of 5 <br />