Loading...
HomeMy WebLinkAbout1999 Sebastian Lakes Phase I Plat Book (Mylar)CURVE RADIUS DELTA 4 LENGTH TANGENT CHORD BEARING 1 225.00 35*0510 13Z 78 -71.13 135.64 N552610 E 2 235.26 58'34 35 240.52 131.96 230.18 N43'4127 E 3 225.00 23'17 51 91.49 46.39 90.86 N26b3 06 E 60 237.00 14'40'27 6 0. 70 30.52 60.53 N302147 E 61 237.00 8'37 24 35.67 17.87 35.64 N18'42 52 E 62 237.00 0.2317 51 96.3T 48.861 95.71 N26W 06 E .63 223.26 91.151 35.84 I Z 96 .35.80# N 19100 06 E 64 223.26 16'18 36 63.56' 31.99 63.34 N31 '4519 E 65 223.26 16*29 52 64.29 32.37 64.06 N48'09 33 E 66 223.26 16'3416 64.57 32.51 64.35 N64'4132 E 67 223.26' 58034 35 228.25s 125.23 218.44 N430412 rE 68 237.00' 1'39 3 6.87 3.43 6.87 N72b8'56"E 69 237.00 16W 24 69.86 35.19 69.d1 N62'52 26 E 70 237.00' 16'32 09 68.40 34.44 68.16 N46'09 40 E • .71 237.00 -35-0510 .145.13 74.92 -, 142.8701N5526.10 E - 72 213.00 4'37 06 17.17 fa590 17.16 N40'12 08 E 73 213.00 16037520 61.83 031.13 61.61 N50'49 37 E 74 213.00 13-5012 51.44 25.84 51.31 N66b3 39 E 75 213.00 35-0510 130.43 67.33 12a4l# N552610 E 76 247.26 4-06 4 17.75 8.88 17.75 N70'55 21 T 77 24Z26 1512 44 65.65 33.02 65.46 N6115 36 E 78 24Z26' 14*06 29 60.88 30.60 60.73 N46'36 00 E 79 24Z26 13*59 39 60.392130.35 60.24 N32'32 55 E 80 24Z26 11108 55 48.11 24.13 4&04 N19*58 38 E 81 24Z26 58'34 35 252.79 138.69 241.92 N43'4127 E 82 213.00' 4*06 41 15.28 8Z65 15.28 N16-27 30 E 83 213.00 1629 43 61.32 030.87 0.61.11 N26'45 42 E 84 213.00 2'412 10.00 #15.00 10.00 N3621 17 E 85 213.00 23'1 51 86.61 843.91 886.01 N26'03 06 E 154 362.00 10'4010 6Z41. 33.80 6Z31 0N43'13 40 E 155 362.00 10-23 26 65.65 32.91 65.56 N53045 28 E 156 362.00 11'1138 70.72' 35.48 - 70.61' N64'33'00 E 157 362.000 2'49 56 17.89 8.95 )7.89 N71033'47"E 158 362.00 v35V510 221.68 114.44 21 &23 N55*2610 E 159 98.26 830015 0 51.88 26.56 51.28 0N5751 11 E 160 98.26 28019 27 48.58 24.80 48.08 N28'33 54 E 161 9a26' 58034 35 100.46' 55.12 96.14 N43041'270E 162 362.00 2'39 00 16.74 a3 16.74 N15043 40 E 163 362.000 lObO 51 63.2 -31.72 63.19 N22b3 36 E 164 362.00 12'39 52 80.01 40.17 79.85 N20'44 06 E 223 90.00 62 2 46 10.02 5.02 10.02 N34'30 38 E 224 90.00 v1 T3914 2Z 73 13.98 27.62 N22029 38 E 226 360.00 5'4139 35.78 17.90 35.76 # N16'30 51 E 227 360.00. 9'49 46 61.76 30.96s 61.69 N2476 34"E 228 360.00 9'34 50 060.20 30.1 60.13 0N33"38 52 E 229 360.00 9036 40 60.39 30.26 60.32 N43'34 3 E 230 360.00 9'55 45 62.39 31.27 62.31 N53020 50 E 231 360.00 2041 41 16. 93I a 47 16.93 N59'39 33 E 232 360.00 47-2072'r 297.44 a15Z801, 289.05 N37-2012 E i �a r lb J %Q NJ 46 56,852 sq. ft. 5 • �� 1.305 Acres i �Q $a•�t. '� �6 Pedestrian Access Easement 514.7130.L8-L- URVE RADIUS DELTA LENGTH TANGENT CHORD BEARING 13 512.00 16'43 022 to149.441 75.25 4140.91 N5724 58 E 14 87.00 1025911 156.38 109.35 136.16' N62043 46 W 15 193.50 117'05056 395.47 316.38' 330.15' N69047 08"W 16 270.00 26*59 24 127.19 64.80 126.02 N65*09 36 E 17 100.00 250 26 4.96 2.48 4.96 N79*59 34 E 18 282.00 19'35'12 96.40 48.68 95.93' N71'37'10"E 19 282.00 10V9 41 50.01 25.07 049.950 N56'44 44 E 20 282.00' 29044 53 146.42 74.90' 144.78 N66032'20 "E 21 181.50 2*03 50" 6.54' 3.27' 6.54' N52'-W49"E 22 161.50' 41'49'49 a132.51 69.36' 129.59" N74'38'38'E 23 181.50 41 '49 49 132.51 69.36' 129.59 S63'31 33 E 24 181.50 31W*280 99.39 50.97 98.15 S26*56 24 E 25 181.50 117*05'56 370.94 296.76' 309.67' S69'47'08"E -99.-00 __ 29'16 55 __ 50.60 - " 25:86 -- - -50.05 --S25-52 38Y 27 99.00 73'42'16 127.35 74.20' 118.75 S77*22'13 E 28 99.00 102*5911 177.95 124.43 154.94' S62'43'46"E 29 524.00 16'43 22 152.94 77.02 152. 40 N57*24 58 E 29A 524.00 3 2315 30. 98 15.49 30.98' N64*05 02 E 119 500.000 11'54 20 103.90 52.14 103.71' N55-00'2 E 120 500.00 4'49 02 42.04 21.03 42.03 N63-22 08 E 121 500.00' 16'43 22 145.94 73.49 145.42 N5724 58 E 122 75.00 102*5911 134.81 94.26 117.38 S6204346 E 123 205.50 1106'55 4.00 2.00' 4.00' S11'47 38 E 124 205.50 14051 19 53.28P 26.79 53.13 S19'46 45 E 125 205.50 14051 19 53.28 26.79 53.13 S34038'04 E 126 205.50 14*51 19 53.28*..26.79' 53.13 S49-29 24'E 127 205.50 14*51'19 53.28 #26.79 53.13' S64-20'43 E 128 205.50 14051 19 53.28 26.79 53.13 S79'12 03 E 129 205.50 1405119 53.28 26.79 53.13 N85'S6'38"E 130 205.50 1451'19 53.28 26.79' 53.13' N71 V5'19"E 131 205.50' 11 *59'45 43.030 21.59 42.95' N5739 46 E 132. 205.50 117-05 56 419.99 336.00 350.62 S69'47 08 E 133 258.00 410412 18.33 9.17 18.32' N53'4159 E 134 258.00 21'31 01 " 96.89 49.02 96.32' N66*29'35"E 135 258.00 25'3512 115.22 .58.58 114.26 N6427 30 E 136 25.00' 33W'54" 14.58 7.50 14.37 S86*02'2 E 244 222.00 19b6 38 74.05P 37.37 073.70 S25*5518 E 245 222.000 5-07 49 19.88 9.95' 19.87 2 1S13048 05 E 246 222.00 24'14 27 03.921 47.680 93.22 S23021'24"E 247 58.50 831 22'28 32.03 16.43' 31.64' S2655'24"E 248 58.50 41049 49 42.71 ggogammugg 22.36 41.77 S63'3133"E 249 58.50 41 '49 49 42.71 22.36 41.77 N74'38'38"E 250 58.50 2*03 50 2.11P 1.05 2.11 #N52041 49 E 251 58.50 117*05 56 119.56 95.65 99.81 S69'47 08"E 252 405.00 10'09 41 71.83 36.01 71.73 N56044 44 E 253 77.24 13*03 52 17.61P 8.84 17.5 N36'46 22 W 254 77.24 1904914 26. 72 13.49' 26.59 N20'19 49 W 255 219.80 125'4313 98.67 50.18 97.84 N2026 25 E 256 219.80 22'35 34 86.67 43.91 86.11 N26'35'48 E 257 120.00 21'19 52 44.68 22.60 44.42' N62'19'50 E 258 343.50' 014015 1.42 0.71 1.42' N51047 Ot E 259 343.50 11 '45 30 70.49 35.37 70.37 N57'46 54 E 343.50 - 145 89. N711D519 E260 261 343.50 14 51 19 89.06 44.78 88.81 N85W 38 E 262 343.50 1405119 89.06 44.78' 88.81 S79'12'03"E 263 343.50 14*51 19 89.06 4". 78P 88.81 S64*20 43 E 264 343.50 14*51 19 89.06 44.78 88.81 S49-29 24 E 265 343.50 14*51 19 89.06 44.78 88.81' S34'38'04"E 266 343.50 1451 019 89.06 44.78 88.81 S19'46'45 E 267 343.50 11'30 04 68.95 34.59 68.84 S6'36 03 E 268 343.50 127-29'05 764.30 696.32 616.11 S64'3534"E .THIS INSTRUMENT PREPARED 8Y• C WILLIAM E. POWELL Professional Surveyor do Mapper Florida Registration No. 1812 f� r