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1 <br />' <br />(PAGE 4 OF 5) <br />' <br />DRAINAGE EASEMENT <br />TO GET TO THE TRUE POINT OF BEGINNING, 3EGIN AT A 314 INCH ROD AT THE EAST <br />CORNER OF THE CABARRUS COUNTY PROPERTY (DB. 8757 PG. 318) AND CONTINUE <br />N 83 06 W 861.28' TO THE TRUE POINT OF BEGINNING. <br />THENCE FROM THE TT= POINT OF BLGINNINO AND WITH THE LINES OF A NEW DRAINAGE <br />' <br />EASEMENT THE FOLLOWING FOURTEEN (14) COURSES AND DISTANCES: <br />1. S 18 0 30 1 20" W 295.54' TO A COMPUTED POINT; <br />2. <br />S 42 W 111.34' TO A COMPUTED POINT; <br />3. <br />N 80 0 52'31" W 61.83' TO A COMPUTED POINT; <br />' <br />4. <br />5. <br />N 42 ° 58'26" W 172.74 TO A COMPUTED POINT; <br />N 15 °29'31" W 8.35' TO A COMPUTED POINT; <br />6. <br />A CIRCULAR CURVE TO THE LEE "1.' HAVING AN ARC LENGTH OF 41.17', A RADIUS OF <br />23.00' AND A CHORD OF N 82 9 51'44" W 35.89' TO A COMPUTED POINT; <br />7. <br />N 31 ° 35'04" W 24.55' TO A COMPUTED POINT; <br />t <br />8. <br />N 58 0 24'56" S 93.34' TO A COMPUTED POINT; <br />9. <br />A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 42.95', A RADIUS OF <br />23.00' AND A CHORD OF N 04 0 55 1 08" E 36.98' TO A COMPUTED POINT, SAID POINT <br />BEING THE SOUTHERN MOST CORNER OF A NEW ACCESS EASEMENT; <br />' <br />10. <br />N 25 0 50'36" E 24.92' TO A COMPUTED POINT; <br />11. <br />N 41 °25'19" E 22.74' TO A COMPUTED POINT; <br />12. <br />A CIRCULAR CURVE TO THE LE-VT HAVING AN ARC LENGTH OF 150.84', A RADIUS OF <br />128.60' AND A CHORD OF N 68 0 36'35" E 142.34' TO A COMPUTED POINT; <br />' <br />13. <br />N 35 °00 E 112.27' TO A COMPUTED POINT; <br />12. <br />S 54 0 59 1 32" E 123.84' TO THE POINT AND PLACE OF BEGINNING CONTAINING 1.965 <br />ACRES <br />AS SHOWN ON A PLAT OF SURVEY BY CESI LAND DEVELOPMENT SERVICES DATED MAY <br />27, <br />2010, CESI JOB NO.100416.000 <br />UTILITY EASEMENT <br />BEGINNING AT AN EXISTING #5 REBAR IN THE EASTERN MOST CORNER Or LOT F--25 <br />SHEFFIELD MANOR VILLAGE "F" MAP 2 (MB. 26 PG. 100) OWNED BY CPA =G AND REBEKAH <br />BRYAN (DB. 8411 PG. 104) AND BEING A COMMON CORNER WITH CABARRUS COUNTY (DB. <br />1453 PG.136 AND DB.8757 PG. 136). THENCE FROM SAID POINT OF BEGINNING <br />N 27 W 88.50' WITH THE LINE OF CABARRUS COUNTY (DB. 1453 PG-136) TO A <br />COMPUTED POINT IN THE REAR LINE OF CHARLES AND CAROL WORKMAN; THENCE LEAVING THE <br />LINE OF WORKMN AND FOLLOWING THE EDGE OF A NET UTILITY EASEMENT ACROSS THE <br />LANDS OF CABARRUS COUNTY (DB. 1453 PG.136) THE FOLLOWING SIX (6) COURSES AND <br />DISTANCES: <br />1. N 74 0 15 1 15" E 24.63' TO A CCM.PUTED POINT; <br />2. S 28 0 00'23" E 79.42' TO A COMPUTED POINT; <br />3. S 43 9 11'46" E 214.94' TO A COMPUTED POINT; <br />4. S 42 0 06'22" E 393.86' TO A.COMPUTED POINT; <br />17 <br />WCSR 4412262v1 <br />Attachment number 1 <br />F -4 Page 74 <br />