PART PLAT A, COLUMBIA STEEL ADDITION SUB DESCRIBED AS FOLLOWS:; COM S 667.63 FT & E 356.66 FT FR NW COR. SEC. 17, T7S, R3E, SLB&M.; N 28 DEG 16' 0" W 89.96 FT; ALONG A CURVE TO R (CHORD BEARS: N 18 DEG 0' 0" E 28.2 FT, RADIUS = 19.45 FT); ALONG A CURVE TO R (CHORD BEARS: N 68 DEG 34' 1" E 2.22 FT, RADIUS = 96.69 FT); ALONG A CURVE TO L (CHORD BEARS: S 23 DEG 58' 48" W 14.33 FT, RADIUS = 19.45 FT); S 29 DEG 10' 48" E 100.95 FT; S 89 DEG 48' 31" E 7.96 FT; N 29 DEG 15' 0" W 102.97 FT; N 30 DEG 44' 59" E 16.89 FT; ALONG A CURVE TO R (CHORD BEARS: N 83 DEG 4' 54" E 26.34 FT, RADIUS = 96.69 FT); S 89 DEG 5' 14" E 177.84 FT; S 1 DEG 0' 0" W 12.27 FT; S 89 DEG 0' 0" E 7.72 FT; S 0 DEG 3' 11" W 121.15 FT; N 89 DEG 0' 0" W 9.72 FT; N 1 DEG 0' 0" E 19.79 FT; N 89 DEG 0' 0" W 180.16 FT TO BEG. AREA 0.546 AC.
