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HomeMy WebLinkAbout1606O.IR~ ~~ ~ ~~~ ~~~ That mart of, The NB 1/4 of Section 32, T343, R39E, lying and being in . At. Lucie County, Florida, described a• follows c xytl•tF'.i~CINO at the E. 1/4 corner of said Section 32t run thence N. 89°2~s'42" M, along th• South line of the NE 1/4 of said Section 3?, for a distance of 4?9.99 felt; run thence N. 41°30'28" M. for a dis- c~-n:.• of 102.60 feet to a point in the Northerly right ©f k-ay ling of Canal Lateral 20 of the Central and Southern Florida.!'lood ConLtol District a^ recorded in Daed Book 165, Paqe 363 of the Qublic Records of 3t, Lucie County, Florida, said point also being the POINT OF BE- GINNINai thence continue N. 42030'28" W. for a distance of 981.30 feet to a point of curvature of a circular curve to the left, having a radius of 5929.58 fezt and a central angle of 7019'54"; run thAnZs Northwesterly along the arc of said circular curve to the lsf t for a distance of 758.76 feet to a point in the Southerly right of way line of Avenue "K" as recorded in Died Book 78, Page 571 of the Public Recorda_of St, Lucie Co:inty, Florida; run thence N. A9°28'22" W, along Lhe said Southerly right of way line for a distanc• of 664.25 feet to a point of inter- section with a circular curve to th• right concentric with the last mentionwd ~ir_-ular curve, said c ;cular curvs having a radius of ~S29.S8 feNt_ and a central angle cf 12°38'24" said point bearing M. 34°51'08" _, from the center of said circular curves run thanes 3outh- •asterly along the arc of said circular curve for a distanc• of 1219.88 Pest to the point of tangency of said circular curvet run t1w nee 8. 42°30'18" E. for a distanes of 607.90 feet to a point in the Northerly right of way sins of said Canal Lateral 20t run thanes 8. 89°18'42" t. along the said ~iortherly right of wrsy line for a di~- tance of 547.19 feat to the .POINT Or BMbZNIJINO. Containing 16.331 acres :Wore or less. That paxt oft 8eottons 31 and 31, T348, R39E, lying and being in 8t. L~aci• County, ploridn, disscribed a• follows e~0IIf1tL~0 at the M. 1/4 corner of •aid Section 31t run thanes /. 89°15'04" t. along the Diorth line of th• Nt 1/4 of said Section ' 31 for s distanc• c+f 14'30.32 fast to a point of curvature of a cir- eular curve to the right having a radius of 5929.58 fast and a esn- tral angle of 1008'37"t run fhencs tastsrly •lonq the arc of eaid eS.rcular curve to the right for a distanes of 121.85 fast to a point of intersection with the oomenon section line to raid Sections 31 and 31 said point bearing S. 0°45'13" M. and distant 4.15 fast from the comrewn Northerly 8sction corner of said Sections 31 and 31, •aid point also bearing N, io43=3S= E. froe- the canter of said circular' curve td the rights thence, in 8sction 31 run Boutheastsrly along the arc of a circular curvs to the right, being a continuation of the last dsscrib~d circular curvs to the right, eaid circular~_curve raving a central angle of 36°40'15" and a radius of 5919.58 fset,for a dis- tanc• of 3795.09 fast to a point of intsrsaction with the Northerly right of way 11ns of Avs:-uo "K" as recorded in Dsad Nook 78, page 571 of the Public Records of et. Lucia County, tlorida, said point of intersection bsarinq N, 39o13'SO" E. frota the center of raid circular curvet run theres N. 89018'13" M. airing th• porthsrly right of way line of sa+ld Avenu• "it" for a distanes of 677.59 fast to a point of inter~eetion with a circular curvs to the left concentric with the 1+-ct ?^entioned circular curvs, said circular curvs having a radius of. S52f.S8 fast and a csr.tral angle of 31°03'11" raid point of in*.errsction bsarinq N, 33°55'21" t, fr©m the canter of raid eirculax curvs; run thence North- westerly along the arc of •aid circular curve for a distanes of 2996.91 feet to a point of intersection with the cor'vmn section line to said Sections 31 and 32 eaid point 5sarinq N. t°S1'10" E. from the center of said circular curve; thence in Section 31, run Northwesterly along -2- LAW OP/IG [e, L. O. 87[PM[N 8. PORT p1ERC E, FLA, •