Taxing Description*: |
PUBLIC ROAD PLAT A, VERONA ESTATES SUB; COM N 1312.67 FT & W 206.34 FT FR E 1/4 COR. SEC. 23, T6S, R2E, SLB&M.; ALONG A CURVE TO L (CHORD BEARS: N 89 DEG 13' 59" W 55.12 FT, RADIUS = 41 FT) ARC LENGTH = 60.45 FEET; ALONG A CURVE TO L (CHORD BEARS: S 38 DEG 1' 36" W 14.95 FT, RADIUS = 41 FT) ARC LENGTH = 15.03 FEET; ALONG A CURVE TO R (CHORD BEARS: S 58 DEG 31' 18" W 51.5 FT, RADIUS = 50 FT) ARC LENGTH = 54.10 FEET; S 89 DEG 31' 5" W 26.55 FT ACTUAL COURSE = S89-31-07W 26.55; ALONG A CURVE TO R (CHORD BEARS: N 45 DEG 28' 55" W 31.11 FT, RADIUS = 22 FT) ARC LENGTH = 34.55 FEET; S 89 DEG 31' 8" W 32 FT; ALONG A CURVE TO R (CHORD BEARS: S 44 DEG 31' 5" W 31.11 FT, RADIUS = 22 FT) ARC LENGTH = 34.55 FEET; S 89 DEG 31' 5" W 53.36 FT ACTUAL COURSE = S89-31-03W 53.36; ALONG A CURVE TO R (CHORD BEARS: N 86 DEG 39' 47" W 28.11 FT, RADIUS = 211 FT) ARC LENGTH = 28.13 FEET; ALONG A CURVE TO R (CHORD BEARS: N 77 DEG 43' 17" W 37.66 FT, RADIUS = 211 FT) ARC LENGTH = 37.71 FEET; N 72 DEG 36' 12" W 63.35 FT ACTUAL COURSE = N72-36-06W 63.35; S 27 DEG 17' 54" E 45.02 FT; S 72 DEG 36' 12" E 31.69 FT ACTUAL COURSE = S72-36-17E 31.69; ALONG A CURVE TO L (CHORD BEARS: S 76 DEG 12' 7" E 30.49 FT, RADIUS = 243 FT) ARC LENGTH = 30.51 FEET; ALONG A CURVE TO L (CHORD BEARS: S 85 DEG 8' 24" E 45.25 FT, RADIUS = 243 FT) ARC LENGTH = 45.31 FEET; N 89 DEG 31' 5" E 44.95 FT ACTUAL COURSE = N89-31-04E 44.95; N 89 DEG 31' 5" E 71.43 FT ACTUAL COURSE = N89-31-04E 71.43; N 89 DEG 31' 5" E 83.57 FT ACTUAL COURSE = N89-31-04E 83.57; N 89 DEG 31' 5" E 18.65 FT ACTUAL COURSE = N89-31-06E 18.65; ALONG A CURVE TO R (CHORD BEARS: S 84 DEG 53' 12" E 9.75 FT, RADIUS = 50 FT) ARC LENGTH = 9.77 FEET; ALONG A CURVE TO L (CHORD BEARS: N 80 DEG 57' 27" E 27.71 FT, RADIUS = 41 FT) ARC LENGTH = 28.27 FEET; ALONG A CURVE TO L (CHORD BEARS: N 36 DEG 18' 50" E 34.51 FT, RADIUS = 41 FT) ARC LENGTH = 35.62 FEET; ALONG A CURVE TO L (CHORD BEARS: N 17 DEG 47' 7" W 40.02 FT, RADIUS = 41 FT) ARC LENGTH = 41.81 FEET TO BEG TO BEG TO BEG. AREA 0.385 AC. |