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' -ft <br />8757 <br />0317 <br />EXHIBIT A <br />Hickory Ridge Middle School <br />Legal Description <br />Lying and being in Number One (1) Township, Harrisburg Area, Cabarrus County, North Carolina, on the north side of <br />Hickory Ridge Road, adjoining the property of Lloyd L. Quay, Jr., now or formerly (Book 435, page 159), Cabarrus <br />County (parcels A,B,C,D), tow or formerly (Book 6851, page 56), Paul Q. and Dorthy S. Hams, now or formerly (Book <br />304, page 163), Yates M. and Mildred Stafford McCachren, now or formerly (Book 726, page 331), and International <br />Church of the Foursquare Gospel, now or formerly (Book 5071, page 170) and being more particularly described as <br />follows: <br />BEGINNING at a mag nail set in the center line of Hickory Ridge Road, a corner of Quay (Book 435, page 159) and <br />Cabarrus County (Book 6851, page 56), said mag nail being located N 54 -5744 W 38.27 feet from a mag nail set at the <br />center line intersection of Hickory Ridge Road (Public Maintenance R/W) and Raging Ridge Road; Thence from the <br />Point of Beginning, with the center line of Hickory Ridge Road the following (2 1) calls: 1) N 54 -59 -30 W 191.02 feet to <br />a point 2) N 55 -1843 W 217.28 feet to a point 3) N 54 -1347 W 121.25 feet to a point 4) N 53 -39 -59 W 76.82 feet to a <br />point 5) N 52 -2315 W 131.78 feet to a point 6) N 52 -02 -52 W 118.00 feet to a point 7) N 51 -21 -12 W 85.88 feet to a <br />point 8) N 50 -3842 W 43.69 feet to a point 9) N 49 -37 -09 W 87.38 feet to a point 10) N 4747 -23 W 87.69 feet to a <br />point 11) N 46 -38 -37 W 39.76 feet to a point 12) N 45 -53 -54 W 42.87 feet to a point 13) N 45 -33 -18 W 41.88 feet to a <br />point 14) N 44 -34 W 88.25 feet to a point 15) N 43 -39 -31 W 43.44 feet to a point 16) N 42 -38 -19 W 46.87 feet to a <br />point 17) N 41 -50-13 W 129.99 feet to a point 18) N 41 -22 -52 W 128.76 to a point l9) N 41 -11 -37 W 87.44 feet to a <br />point 20) N 41 -20 -54 W 45.58 feet to a point 21) N 40 -18 -08 W 130.64 feet to an existing rail road spike in the center <br />line of road, a comer of International Church of the Foursquare Gospel (Book 5071, page 170); thence with the <br />International Church line N 08 -01 -32 E 864.37 feet; (passing through a 45 rebar set at 60.00 feet and passing through an <br />existing rail road rail at 844.90 feet) to a point in the center of Back Creek; thence with the center line of Back Creek the <br />following (39) calls: 1) S 51 -32-02 E 75.59 feet to a point 2) S 31 -52 -12 E 41.81 feet to a point 3) S 31-30-56 E 31.90 <br />feet to a point 4) S 51 -57 -20 E 121.99 feet to a point 5) S 52 -00-17 E 58.51 feet to a point 6) S 79 -30 -33 E 36.30 feet to <br />a point 7) N 67 -50-01 E 36.06 feet to a point 8) N 59 -24 -07 E 46.14 feet to a point 9) N 26 -13 -29 W 17.06 feet to a point <br />10) N 04 -47 -35 E 20.10 feet to a point 11) N 33 -33 -26 E 20.98 feet to a point 12) N 7347 -47 E 64.78 feet to a point 13 ) <br />N 88 -23 -14 E 36.84 feet to a point 14) S 73 -50 -20 E 108.48 feet to a point 15) S 74 -01 -36 E 44.27 feet to a point 16) S <br />44 -29 -30 E 30.26 feet to a point 17) S 78 -54 -51 E 77.95 feet to a point 18) S 71 42 -26 E 98.97 feet to a point 19)S38- <br />32 E 43.83 feet to a point 20) S 32 -1149 E 43.39 feet to a point 21) S65 -29 -39 E 105.85 feet to a point 22) S 66-44- <br />12 E 68.43 feet to a point 23) S 36 -25 -20 E 75.70 feet to a point 24) S 56 -05 -09 E 43.18 feet to a point 25) N 82 -22 -08 E <br />37.94 feet to a point 26) N 62 -33 -50 E 149.83 feet to a point 27) N 57 -4449 E 81.41 feet to a point 28) N 19 -44 -56 E <br />126.57 feet to a point 29) N 61 -41-42 E 29.17 feet to a point 30) N 04 -22 -58 E 27.56 feet to a point 31) N 0848 -28 W <br />63.84 feet to a point 32) N 52 -22 -18 E 17.57 feet to a point 33) N 84 -56 -57 E 27.73 feet to a point 34) S 80-50 -04 E <br />59.27 feet to a point 35) N 58 -43 -28 E 18.73 feet to a point 36) N 06 -42 -33 W 37.13 feet to a point 37) N 28 -01 -03 W <br />110.14 feet to a point 38) N 35 -24 -30 E 29.91 feet to a point 39) N 83 -57-48 E 36.32 feet to a point in the center line of <br />Back Creek, a corner of Cabarrus County (Book 6851, page 56); thence with the Cabarrus County line S 27 -00-39 E <br />1285.20 feet, (passing through a #5 rebar set at 40.00 feet), to a #5 rebar set; thence with the Cabarrus County line and <br />with a circular curve to the right having a radius of 460.00 feet and an arc length of 268.02 feet, a chord and bearing of S <br />20 -16 -55 W 264.25 feet to a #5 rebar set, thence with the Cabarrus County line, S 36 -58 -26 W 462.97 feet to a #5 rebar <br />set, a comer of Cabarrus County; thence with the Cabarrus County line N 85 -34-25 W 249.80 feet to an existing 2" pipe, <br />a corner of Cabarrus County; thence with the Cabarrus County line S 02 -34 -04 W 372.66 feet to a #5 rebar, a corner of <br />Cabarrus County; thence with the Cabarrus County line S 36 -58 -26 W 137.16 feet, (passing through a #5 rebar set at <br />97.16 feet), to the place and POINT of BEGINNING, containing 64.582 acres, more or less, and being shown as a <br />portion of the property of Lloyd L. Quay, Jr. and Mary Quay (DB 435 at PG 56 and DB 221 at PG 127), on a plat and <br />boundary survey by CESI and Marion Sandlin Jr., PLS, dated February 151 of 2007, said plat and survey being <br />incorporated herein by reference. <br />WCSR 3999267v1 <br />F -4 <br />Aft(O number 1 <br />