AG 1998 11 16 - Laserfiche WebLink

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EXHIBIT "B" FOR INDUSTRIAL GRANT PURPOSES LEGAL DESCRIPTION OF APPROXIMATELY 54.1025 ACRES IN'CABARRUS COUNTY BEGINNING at an existing iron rod located at the southeast corner of the property of J. A, Pender (now or formerly), as shown in Book 516, Page 465, 'Cabarrus County Public Registry; thence with the eastern boundary line of said Pender property N 06-05-15 W 235.48 feet to an existing bolt in a concrete monument; thence with the eastern boundary line of the properly of M. L. Plowman (now or formerly), as shown in Book 746, Page 377, Cabarrus County Public Registry N 06-05-15 W 413.73 feet to an existing iron rod; thence N 06-05-15 W 49.97 feet to an existing nail in the Southern Railroad right-of-way; thence N 84-04-40 E 1,270.69 feet to a new iron rod; thence with the'western boundary of the right-of-way of Caldwell Road (S.R. 1173) the following thirteen (13) calls and distances: (1) S 02-17-43 E 287.64 feet to a new iron pin; (2) With the arc of a circular curve to the right having a radius of 500.00 feet, a chord bearing and distance Of S 01.-46- 56 W 71.10 feet, an arc length of 71.16 feet to a new iron rod; (3) S 05-51~35 W 77.57 feet to a new iron rod; (4) S 10-38-09 W 95.00 feet to a new iron rod; (5) S 14-43-57 W 96.37 feet to a new iron rod; (6) S 17-05- 52 W 95.94 feet to a new iroh rod; (7) S 18-26-10 W 97.25 feet to a new iron rod; (8) S 19-49-20 W 96.85 feet to a new iron rod; (9) S 20-22-10 W 370.45 feet to a new iron rod; (10) S 18-43-56 W 98.80 feet to a new iron rod; (11)S 18-17-43 W 68.41 feet to a new iron rod; (12)S 18-28-42 W 46,79 feet to a new iron rod; (13) S 12-34-41 W 291.74 feet to a point; thence with the centedine of Back Creek, the following twenty-six (26) calls and dis~:ances: (1) S 73-18-53 W 73.71 feet to a point; (2) S 43-38-34 W 60.72 feet to a point; (3) S 55-24-55 W 127.71 feet to a point; (4) S 82-15-42 W 37.99 feet to a point; (5) N 36-35-05 W 26.07 feet to a point; (6) N 15-11-39 W 72.69 feet to a point; (7) N 64-45-02 W 38.39 feet to a point; (8) S 81-50-33 W 250.46 feet to a point; (9) S 55~44-48 W 38.91 feet to a point; (10) S 83-41-27 W 118.55 feet to a point; (11 ) N 45-49-56 W 75.03 feet to a point; (12) N 65-48-06 W 84.06 feet to a point; (13) N 31-08-35 W 103,91 feet to a point; (14) N 07-34-37 E 100.15 feet to a point; (15) N 56-37-33 E 62.40 feet to a point; (16) N 08-13- 17 E 44.07 feet to a point; (17) N 56-45-30 W 248.99 feet to a point; (18) N 65-11-17 W 128.97 feet to a point; (19) N 89-33..48 W 136.90 feet to a point; (20) S 56-09-16 W 277.43 feet to a point; (21) S 70-21-36 W 182.41 feet to a point; (22) S 45-13-23 W 90.90 feet to a point; (23) S 86-04-18 W 107.82 feet to a point; (24) N 73-30- 03 W 67.57 feet to a point; (25) N 51-49-09 W 90.18 feet to a point; (26) N 80-47-27 W 150.87 feet to a point; thence with the county line dividin9 Mecklenburg County and Cabarrus County N 09-39-27 W 242.04 feet to a point at a 28 inch oak; thence with the southern boundary of the property of Concrete Supply Company (now or formerly), as shown on Book 385, Page 323, Cabarrus County Public Registry, N 74-30-01 E 1,491,45 feet to the POINT AND PLACE OF BEGINNING, said property containing 54.1025 acres of land as shown on survey for The Crosland Group, Inc. prepared by R. B. Pharr and Associates, P.A. dated September 18, 1998 and revised September 21, 1998 and September 22, 1998, said survey sealed by C. Clark Neilson and described as file number W-2207.