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t4�O+�IATES, I1�1C <br />IFEALI <br />CIVIL ENGINEERING. SURVEYING • CONS I7CUC TION <br />1 Chisholm Trail, Suite 5150 <br />Round Rock, Texas 78681 <br />512-394-7126 <br />TBPE FIRM #17145 TBPLS FIRM #10194151 <br />Page 2 of 3 <br />THENCE, through said Las Colinas San Marcos Phase 1, LLC 40.241 acre tract, 10.000 acre <br />tract, and 39.785 acre tract with the centerline of said proposed Street C, Street A, and Street B (all <br />having 82' Right -of -Way widths) respectively, the following five (5) courses and distances: <br />1) with said curve to the right, an arc length of 464.07 feet, having a radius distance of 601.64 <br />feet, a central angle of 44°11'42", a chord which bears S71°48'53"W, a distance of 452.65 <br />feet to a calculated point of reverse curvature of a curve to the left, for a point in the east <br />line of this tract; <br />2) with said curve to the left, an arc length of 232.93 feet, having a radius of 600.00 feet, a <br />central angle of 22°14'37", and a chord which bears S84°28'23"W, a distance of 231.47 <br />feet to a calculated point of tangency, for a point in the east line of this tract; <br />3) S73°21'05"W, a distance of 132.05 feet to a calculated point, for the south corner of this <br />tract; <br />4) with the centerline of said Street A, N46°16'36"W, a distance of 856.56 feet, to a calculated <br />point, for the west corner of this tract; <br />5) with the centerline of said Street B, N43°37'53"E, a distance of 697.52 feet to the POINT <br />OF BEGINNING and containing approximately 17.567 Acres of land more or less. <br />This description is accompanied by and made a part of a sketch issued by Stephen R. Lawrence, <br />Registered Professional Land Surveyor No. 6352. <br />T <br />% co S T FRF6 '9 <br />°N <br />............................................. <br />STEPHEN R. LAWRENCE <br />Step n R. Lawrence Date 09-26-16...................................... 5 $°° ° <br />Registered Professional Land Surveyor No. 6352 10 <br />j <br />ss <br />