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r, (PAGE 3 OF 5) ACCESS EASEMENT TO GET TO THE TRUE POINT OF BEGINNING, BEGIN AT AN EXISTING IRON PIN AT THE COMMON CORNER OF CABARRUS COUNTRY CLUB (DB. 8089 PG. 147) AND CABARRUS COUNTY (DB. 1453 PG. 136 AND DB. 8757 PG. 318) CONTINUE N 42 ° 45'46" W'166.30' TO A COMPUTED POINT IN THE LINE OF A NEW UTILITY EASEMENT; THENCE CONTINUE THE FOLLOWING FIVE (5) COURSES AND DISTANCES: 1. S 69 ° 57'42" W 4.60' TO A COMPUTED POINT; 2. N 43 0 15 1 41" W 413.69' TO A COMPUTED POINT; 3. N 42 W 86.66' TO A COMPUTED POINT; 4. S 47 °53 W 53.28' TO A COMPUTED POINT; 5. N 54 0 59'32" W 421.20' TO A COMPUTED POINT AT THE NORTHEAST CORNER OF A NEW ACCESS EASEMENT, THE TRUE POINT OF BEGINNING. THENCE FROM THE SAID TRUE POINT OF BEGINNING AND WITH THE LINES OF THE NEW ACCESS EASEMENT THE LANDS OF CABARRUS COUNTY (DB. 8757 PG. 318) THE FOLLOWING NINE (9) COURSES AND DISTANCES: 1. S 35 0 00 1 28" W 517.22' TO A COMPUTED POINT; 2. A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 39.27 A RADIUS OF 25.00' AND A CHORD OF S 09 0 59 1 44" E 35.36' TO A COMPUTED POINT; 3. S 54 0 59'56" E 588.32' TO A COMPUTED POINT; 4. A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 55.87 A RADIUS OF 70.00' AND A CHORD OF S 77 0 51 1 44" E 54.40' TO A COMPUTED POINT; 5. S 00 0 51 1 17" E 50.18' TO A COMPUTED POINT; 6. A CIRCULAR CURVE TO THE RIGHT HAVING A14 ARC LENGTH OF 30.49, A RADIUS OF 49.00' AND A CHORD OF S 16 0 58 1 12" W 30.00' TO A COMPUTED POINT; 7. S 34 0 47 1 40" W 87.91' TO A COMPUTED POINT; S. A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 65.48', A RADIUS OF 45.00' AND A CHORD OF S 06 0 53 1 30" E 59.86' TO A COMPUTED POINT; 9. S 48 0 34 1 41" E 171.80' TO A COMPUTED POINT LOCATED ON THE EDGE OF A NEW DRAINAGE EASEMENT; THENCE WITH THE LINE OF THE NEW DRAINAGE EASEMENT S 25 0 50 1 36" W 24.92' TO A COMPUTED POINT AT THE SOUTHEAST CORNER OF THE ACCESS EASEMENT; THENCE LEAVING THE DRAINAGE EASEMENT AND CONTiUiNG WITH THE LINE OF THE ACCESS EASEMENT THE FOLLOWING ELEVEN (11) COURSES AND DISTANCES: 1. N 48 W 178.49' TO A COMPUTED POINT; 2. A CIRCULAR CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 100.40 A RADIUS OF 69.00' AND A CHORD OF N 06 0 53'30" W 91.78' TO A COMPUTED POINT; 3. N 34 0 47 1 40" E 87.91' TO A COMPUTED POINT; 4. A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 15.56 A RADIUS OF 25.00' AND A CHORD OF N 16 0 58 1 12" E 15.31' TO ACON.PUTED POINT; 5. N 00 0 51 1 17" W 29.95' TO A COMPUTED POINT; 6. A CIRCULAR CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 44.29 A RADIUS OF 90.00' AND A CHORD OF N 69 0 05 1 44" W 43.84' TO A COMPUTED POINT; 7. N 54 0 59 1 56" W 76.14' TO A COMPUTED POINT; 8. N 61 0 09 1 27" W 74.43' TO A COMPUTED POINT; 9. N 54 0 59 1 32" W 485.19' TO A COMPUTED POINT, SAID POINT BEING LOCATED N 76 0 07 1 22" W 82.24' FROM AN EXISTING #5 REBAR IN THE REAR LINE OF LOT E -21 OF SHEFFIELD MANOR VILLAGE "E" MAP 3 (MB. 28 PG. 75) OWNED BY JEFFERY AND ?OUISE MOSAKOWSKI (DB. 2256 PG. 185); 10. N 35 0 00'28" E 570.15' TO A COMPUTED POINT; 11. S 54 0 59'32" E 24.00' TO THE POINT AND PLACE OF BEGINNING CONTAINING 0.938 ACRES AS SHOWN ON A PLAT OF SURVEY BY CESI LAND DEVELOPMENT SERVICES DATED MAY 27, 2010, CESI JOB NO.100416.000. 16 WCSR 4412262v1 Attachment number 1 F -4 Page 73