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EXHIBIT B <br />Grantee's Property <br />THAT CERTAIN PARCEL OF LAND LOCATED IN TOWNSHIP 2, CABARRUS COUNTY, <br />NORTH CAROLINA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: <br />BEGINNING AT A SET #4 REBAR ON THE WESTERLY•SIDL~ OF COX MILL ROAD (SR <br />1448 - A 60' PUBLIC RIGHT OF WAY -DEED BOOK 365 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 BBING S 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 PAGB 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 IRON; 2) N 03-10-03 W, A DISTANCE OF 642.80 FEET TO A FOUND i/2" <br />PIl'E NEAR AN ANGLE IRON, 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 1/2" PIPE AT 1103.28 <br />FEET, AND A SET #4 REBAR AT ] 175.39 FEET FOR A TOTAL DISTANCE OF 1215.39 <br />FEET TO A POINT IN ROCKY RIVER, SAID POINT BEING ALONG THE LINE OF <br />LAURA ALIDA VAN EVERY TRACT (DEED BOOK 1937 PAGE 222); THENCE WITH <br />ROCKY RIVER AND.EVERY'S LINE THE FOLLOWING THIRTEEN (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; 5) 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 />i0) S 64-45-44 E, A DISTANCE OF 140.00 FEET TO A POINT; I1) 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 RIVER AND THE LINE OF WEST <br />WINDS ENTERPRISES II, LLC, THE FOLLOWING FIVE (5) 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 60-14-26 W, A DISTANCE OF 220.94 FEET TO A POINT; 4) S 79-01-37 <br />W, A DISTANCE OF 78.96 FEET TO A POINT; 5} S 58-18-25 W, A DISTANCE OF 68.43 <br />FEET TO A POINT; THENCE DEPARTING ROCKY RIVER AND WTTH 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-50-42 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 <br />955.92 FEET FOR A DISTANCE OF 1010.52 FEET TO A SET #4 REBAR ON THE WEST <br />SIDE OF THE ABOVE REFERENCED COX MILL ROAD; THENCE ALONG THE <br />WCSR 3906259vi Item# 13 <br />Attachment number 3 <br />Page 85 of 199 <br />