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14) SOUTH 28 °30'00° EAST, 163.31 FEET; 15) ALONG THE ARC OF A 30.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 29°55'35", AN ARC DISTANCE OF 15.67 FEET TO A POINT OF REVERSE CURVATURE, 16) ALONG THE ARC OF A 30.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 29°55'35", AN ARC DISTANCE OF 15.67 FEET; 17) SOUTH 28 °29'52° EAST 67.00 FEET; 18) ALONG THE ARC OF A 30.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 29 °55'35°, AN ARC DISTANCE OF 15.67 FEET TO A POINT OF COMPOUND CURVATURE; 19) ALONG THE ARC OF A 30.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 12 °29'01°, AN ARC DISTANCE OF 6.54 FEET; THENCE LEAVING SAID EASTERLY LINE SOUTH 24 °59'44° WEST, 34.06 FEET TO A POINT ON THE WESTERLY LINE OF SAID EASEMENT; THENCE ALONG THE WESTERLY AND SOUTHERLY LINES OF SAID EASEMENT, THE FOLLOWING THREE (3) COURSES: 1) NORTH 28 °30'00° WEST, 5.23 FEET; 2) ALONG THE ARC OF A 20.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 108°18'36", AN ARC DISTANCE OF 37.81 FEET; 3) SOUTH 43 °1124° WEST, 76.21 FEET; THENCE LEAVING SAID SOUTHERLY UNE, NORTH 01 °40'39' WEST, 15.77 FEET; THENCE NORTH 46°48'36° WEST, 24.87 FEET TO THE POINT OF BEGINNING. CONTAINING 35,189 SQUARE FEET OF LAND, MORE OR LESS. KIER & WRIGHT CML ENGINEERS & SURVEYORS, INC. RODNEY A STEWART II, PLS. 9225 LICENSE EXPIRATION: 012017 4 lfo /rb DATE Page 3off3