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R' EXHIBIT B -2 (PAGE 1 OF 5) CABARRUS COUNTY EASEMENTS UTILITY AND ACCESS EASEMENT LYING AND BEING IN THE NUMBER 2 TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA, SOUTH SIDE OF WEDDINGTON ROAD, BEING A PORTION OF THE PROPERTY CONVEYED TO CABARRUS COUNTY (DB. 1453 PG. 136 AND DB. 8757 PG. 318; CABARRUS COUNTY REGISTRY), AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: TO GET TO THE TRUE POINT OF BEGINNING, BEGIN Al A CONCMTE MONUMENT LOCATED IN THE REAR OF LOT A -30 SHEFFIELD MANOR VILLAGE "A" MAP 1 (MB. 27 PG. 80) OWNED BY JEF_ERY AND ANGELA DITILLO (DB. 1682 PG. 57). THENCE CONTINUE N 83 °16'30" E 419.68' TO A COMPUTED PDINT ON THE NORTHERN PROPERTY LINE OF CABARRUS COUNTY (DB. 1453 PG. 136) IN WEDDINGTON ROAD TO THE TRUE POINT OF BEGINNING: THENCE FROM THE TRUE POINT OF BEGINNING CONTINUING WITH THE NORTHERN PROPERTY LINE OF CABARRUS COUNTY A CIRCULAR CURVE TO THE RIGHT WITH AN ARC LENGTH OF 60.11', A RADIUS OF 2285.00' AND A CHORD OF S 89 0 23'57" E 60.11' TO A COMPUTED POINT ON THE EAST SIDE OF A NEW UTILITY AND ACCESS EASEMENT; THENCE LEAVING THE NORTH PROPERTY LINE OF CASARRUS COUNTY AND FOLLOWING THE LINE OF THE NEW UTILITY AND ACCESS EASEMENT ACROSS THE LANDS OF CABARRUS COUNTY (DB. 1453 PG. 136 AND DB. 8757 PG. 318) THE FOLLOWING TWENTY (20) COURSES AND DISTANCES: 1. S 00 -07 -58 E 280.85' TO A COMPUTED POINT; 2. A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 90.71', A RADIUS OF 157.00 AND A CHORD OF S 16 0 41'07" E B9.46' TO A COMPUTED POINT; 3. S 33 0 14'15" E,55.88' TO A COMPUTED POINT; 4. A CIRCULAR CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 259.75', A RADIUS OF 513.00' AND A CHORD OF S 18 °43'54" E 256.99' TO A COMPUTED POINT; 5. S 04 0 13 -34 E 61.96' TO A COMPUTED POINT; 6. A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 145.60', A RADIUS OF 217.00' AND A CHORD OF S 23 0 26 1 53" E 142.89' TO A COMPUTED POINT; 7. S 50 0 34'09" 11 62.84' TO A COMPUTED POINT; 8. A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 65.22 A RADIUS OF 52.00' AND A CHORD OF S 14 0 50 1 43" W 61.03' TO A COMPUTED POINT; 9. S 21 0 05'07" E 217.70' TO A COMPUTED POINT; 10. A CIRCULAR CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 116.59', A RADIUS OF 413.00' AND A CHORD OF S 12 0 59'53" E 116.20' TO A COMPUTED POINT; 11, S 04 0 54'39" E 25.75' TO A COMPUTED POINT; 12. A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 119.83', A RADIUS OF 387.00' AND A CHORD OF S 13 0 4651" E 119.35' TO A COMPUTED POINT; 13. S 22 0 39'04" E 208.50' TO A COMPUTED POINT; 14. A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 74.67', A RADIUS OF 387.00' AND A CHORD OF S 28 0 10 1 42" E 74.55' TO A COMPUTED POINT; 15. S 33 0 42'20" E 191.68' TO A COMPUTED POINT; 16. A CIRCULAR CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 255.45', A RADIUS OF 213.00' AND A CHORD OF S 00 0 39'04" N 240.41' TO A COMPUTED POINT; 17. S 35 0 00'28" W 124.95' TO A COMPUTED POINT; 18. A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 39.27', A RADIUS OF 25.00' AND A CHORD OF S 09 6 59'34" E 35.36' TO A COMPUTED POINT; 19. S 54 0 59'35" E 371.37' TO A COMPUTED POINT; 20. N 47 0 53'38" E 33.47' TO A COMPUTED POINT ON THE WESTERLY LINE OF A NEW UTILITY EASEMENT; WCSR 4412262v1 14 Attachment number 1 F -4 Page 71