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1 <br />1 <br />(PAGE 2 OF 5) <br />' <br />THENCE WITH THE WESTERLY LINE OF A NEW UTILITY EASEMENT S 42 ° 06'22" E 30.00' TO <br />A COMPUTED POINT; THENCE LEAVING THE LINE OF THE NEW UTILITY EASEMENT AND <br />CONTINUING WITH THE LINE OF THE NEW UTILITY AND ACCESS EASEMENT THE FOLLOWING <br />TWO (2) COURSES AND DISTANCES: <br />1. S 47 0 53 1 38" W 53.28' TO A COMPUTED POINT; <br />' <br />2. N 5459'32" W 421.20' TO A COMPUTED POINT AT THE NORTHEAST CORNER OF A NEW <br />ACCESS EASEMENT; <br />THENCE WITH THE NORTH LINE OF A NEW ACCESS EASEMENT N 34 ° 59'32" W 24.00' TO A <br />COMPUTED POTNT AT THF. NO:�TWWFST CORNER OF A NF.W EASEMENT AND 'PRF: <br />' <br />SOUTHWEST CORNER OF A NEW UTILITY AND ACCESS EASEMENT; <br />THENCE CONTINUING WITH THE NEW UTILITY AND ACCESS EASEMENT THE FOLLOWING <br />NINETEEN COURSES AND DISTANCES: <br />1. N 35 0 00'28" E 175.95' TO A COMPUTED POINT; <br />' <br />2. A CIRCULAR CURVE TO THE LEFT HAVING AN ARC LENGTH OF 226.66', A RADIUS OF <br />189.00' AND A CHORD OF N 00 0 39 1 04" E 213.32' TO A COMPUTED POINT; <br />3. N 33 "42'20" W 201.91' TO A COMPUTED POINT; <br />4. A CIRCULAR CURVE TO THE RIGHT HAVING AN ABC LENGT4 OF 79.68', A RADIUS OE <br />' <br />413.00' AND A CHORD OF N 2E 0 10 1 42" W 79.56' TO A COMPUTED POINT; <br />5. N 22 ° 39'04" W 198.07' TO A COMPUTED POINT, SAID POIT BEING S 87 0 06 1 43" E OF <br />AN EKISTING 1 INCH AXLE AT THE REAR CORNER OF LOTS F -34 (TIMOTHY AND LISA <br />' <br />BOLON, DB. 3680 PG. 217) AND F -33 (CHRIS AND CHRISTINA MOELLER DB. 2093 PG. <br />309) OF SHEFFIELD M_4NOR VILLAGE "F" MAP 1 (MB. 26 PG. 99); <br />6. A CIRCULAR CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 127.88 A RADIUS OF <br />413.00' AND A CHORD OF N 13 0 46 1 51" W 127.37' TO A COMPUTED POINT; <br />' <br />7. N 04 ° 54 1 39" W Length: 25.15' TO A COMPUTED POINT; <br />0. A CIRCULAR CURVE TO TILE LEFT HAVING AN ARC LENGTH OF 109.25 A RADIUS 0- <br />387.00' AND A CHORD OF N 12 0 59 1 53" W 108.E9' TO A COMPUTED POINT; <br />9. N 21 0 05 1 07" W 217.70' TO A COMPUTED POINT; <br />10. A CIRCULAR CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 97.21 A RADIUS OF <br />78.00' AND A CHORD OF N 14 °37 E 91.04' TO A COMPUTED POIN ^s; <br />11. N 46 0 59'39" W 33.87' TO A COMPUTED POINT; <br />12. N 56 0 15'38" E 19.64 TO A COMPUTED POINT; <br />13. A CIRCULAR CURVE TO THE RIGHT RAVING AM AT.0 LENGTH OF 130.40 A RADIUS OF <br />' <br />320.22' AND A CHORD OF N 11 ° 19'32" W 129.51' TO A COMPUTED POINT; <br />:4. N 01 0 13 1 34" E 51.72' TO A COMPUTED POINT; <br />_5. A CIRCULAR CURVE TO THE LEFT F.AVIN3 AN ARC LENGTH OF 234.41 A RADIUS OF <br />462.94' AND A CHORD OF N 1E 0 43 1 54" W 231.91'TO A COMPUTED POINT; <br />_6. N 31 0 16'37" W 73.41' TO A COMPUTED POINT; <br />' <br />=7. A CIRCULAR CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 77.06', A RADIUS OF <br />174.56' AND A CHORD OF N 17 0 21 1 39" W 76.43' TO A COMPUTED POINT; <br />_B. N 02 0 40 1 30" W 18.12' TO A COMPUTED POINT; <br />_9. N 02 0 40 1 30" W 287.87' TO THE TRUE POINT OF BEGINNING CONTAINING 2.214 ACRES <br />' <br />AS SHOWN ON A PLAT OF SURVEY BY CESI LAND DEVELOPMENT SERVICES DATED MAY 2r, <br />2010, CESI JOB NO.100416.000 <br />WCSR 4412262v1 <br />F -4 <br />Attachment number 1 <br />Page 72 <br />