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EXHIBIT A
<br />Grantor's Property
<br />BEING ALL of that certain tract or parcel of land located in Township 2, Cabazrus
<br />County, North Cazolina which was conveyed to E.G. Denny by deed set forth in Deed
<br />Book 152, Page 193 of the Cabazrus County Public Registry, LESS AND EXCEPT the
<br />following:
<br />BEGINNING AT A SET #4 REBAR ON THE WESTERLY SIDE OF COX MILL ROAD (SR
<br />1448 - A 60' PUBLIC RIGHT OF WAY -DEED BOOK 36S PAGE 82), SAID #4 REBAR
<br />HAVING NORTH CAROLINA GRID COORDINATES N.A.D. '83 OF N = 603,634.080 FEET
<br />AND E = 1,484,290.904 FEET AND BEINGS 80-49-54 W, 10,345.24 FEET (GROUND
<br />DISTANCE -COMBINED GRID FACTOR 0.99987598) FROM N.C.G.S. MONUMENT
<br />"7JS9" WITH NORTH CAROLINA GRID COORDINATES N.A.D. '83 OF N = 605,282.251
<br />FEET AND E = 1,494,502.713 FEET; THENCE CROSSING COX MILL ROAD AND WITH
<br />THE LINE OF DANIEL B HEFNER AND WIFE SHELLY H HEFNER TRACT (DEED BOOK
<br />889 PAGE 22) THE FOLLOWING TWO (2) COURSES; 1) S 86-27-39 E, PASSING A
<br />FOUND #4 REBAR AT 49.87 FEET, FOR A TOTAL DISTANCE OF 412.50 FEET TO A
<br />FOUND ANGLE IItON; 2) N 03-10-03 W, A DISTANCE OF 642.80 FEET TO A FOUND 1/2"
<br />PIPE NEAR AN ANGLE IItON, IN THE LINE OF EDWARD INGRAM GULLEDGE, JR
<br />AND WIFE JO ANN P. GULLEDGE TRACT (DEED BOOK 1679 PAGE 86); THENCE WITH
<br />GULLEDGE LINE, S 88-24-51 E, PASSING THROUGH A FOUND 1/2" SMOOTH IRON
<br />ROD AT 172.43 FEET, A FOUND 1/2" PINCHED PIPE AT 223.74 FEET, A FOUND 3/4"
<br />PIPE AT 308.65 FEET, A FOUND 1/2" PINCHED PIPE AT 406.37 FEET, A FOUND BENT
<br />1/2" SMOOTH IRON ROD AT 535.79 FEET, A 1/2" SMOOTH IRON ROD AT 771.50 FEET,
<br />A FOUND 1/2" SMOOTH IRON ROD AT 905.16 FEET, A FOUND ]/2" PIPE AT 1103.28
<br />FEET, AND A SET #4 REBAR AT 1175.39 FEET FOR A TOTAL DISTANCE OF 1215.39
<br />FEET TO A POINT IN ROCKY RNER, SAID POINT BEING ALONG THE LINE OF
<br />LAURA ALIDA VAN EVERY TRACT (DEED BOOK 1937 PAGE 222); THENCE WITH
<br />ROCKY RNER AND EVERY'S LINE THE FOLLOWING THIItTEEN (13) COURSES; 1) S
<br />27-37-19 W, A DISTANCE OF 57.60 FEET TO A POINT 2) S 01-40-19 W, A DISTANCE OF
<br />66.00 FEET TO A POINT; 3) S 22-21-43 E, A DISTANCE OF 290.01 FEET TO A POINT; 4) S
<br />OS-14-39 W, A DISTANCE OF 109.26 FEET TO A POINT; S) S 34-43-10 E, A DISTANCE OF
<br />82.00 FEET TO A POINT; 6) S 65-24-29 E, A DISTANCE OF 121.00 FEET TO A POINT; 7) S
<br />07-02-19 W, A DISTANCE OF 162.00 FEET TO A POINT; 8) S 03-40-01 E, A DISTANCE OF
<br />109.32 FEET TO A POINT; 9) S 13-56-39 W, A DISTANCE OF 106.26 FEET TO A POINT;
<br />10) S 64-45-44 E, A DISTANCE OF 140.00 FEET TO A POINT; 11) N 83-26-19 E, A
<br />DISTANCE OF 152.00 FEET TO A POINT; 12) S 43-02-38 E, A DISTANCE OF 97.34 FEET
<br />TO A POINT; 13) S 02-34-08 E, A DISTANCE OF 317.18 FEET TO A POINT, A COMMON
<br />CORNER WITH EVERY AND WEST WINDS ENTERPRISES II, LLC (DEED BOOK 5787
<br />PAGE 340) THENCE CONTINUING ALONG ROCKY RNER AND THE LINE OF WEST
<br />WINDS ENTERPRISES II, LLC, THE FOLLOWING FNE (S) COURSES; 1) S O4-22-19 W, A
<br />DISTANCE OF 139.46 FEET TO A POINT; 2) S 12-07-57 W, A DISTANCE OF 80.00 FEET
<br />TO A POINT; 3) S 60-19-26 W, A DISTANCE OF 220.94 FEET TO A POINT; 4) S 79-O1-37
<br />W, A DISTANCE OF 78.96 FEET TO A POINT; S) S 58-18-25 W, A DISTANCE OF 68.43
<br />FEET TO A POINT; THENCE DEPARTING ROCKY RNER AND WITH THREE NEW
<br />LINES; 1) N 84-09-18 W, PASSING A SET #4 REBAR AT 35.00 FEET FOR A TOTAL
<br />DISTANCE OF 756.52 FEET TO A SET #4 REBAR, 2) N OS-SO-42 E, A DISTANCE OF
<br />120.00 FEET TO A SET #4 REBAR; 3) N 84-09-18 W, PASSING A SET #4 REBAR AT
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<br />WCSR 3905992v1 ~.~
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