Loading...
HomeMy WebLinkAbout1868 l { • • ~ 1 ' j B0~ ( AA H ~2 ~ FST11 M 7.2 - 1' . (continued) ~`1 ~ ~ tip i ~ t DFG1t1:1iNG at the N 1/4 corner of said Section 31; run th~nco S 090 2S' 02" ~ - along the North lino of the N!± 1/4 of said i:ection 31 for a distance_o! 2450.62 feet to a.point o!~' curvaturo of a circular curve to rho right having a radius of 5929.58 fart-and a central anglr. of 2° 08' 3'l"t run thence i ~ easterly along tho ace of said circular curve to the right for a distance of ' 221.85 :cot to a point of intersoction with rho common Soction lino to said i Sections 31 and. 32 said point boarang S 0° 4S' 13" N and distant 4.15 feet ~ .from tho cc.::aeon Northerly Soction carnor of said Sections 31 and 32, said - paint also bearing N. 2° 4~' 35" fro+a the center of eaid~ciscular curvo • to the right= thence, in Section 32 run South~asturly Along-the arc c+f a ' circular curvo to the right, being a continuation of the last described circular curve t° the right,saad circular curvo having a central angle of ~ 36° 40' 1S" and a radius of 5929.58 feet, for a distance of 3795.09 feet to a -point of intersection with the Northerly right-of-way line of Avenue "K` ' as recorded in Deed look 78, Page 571 of .the Public-i:ecords-of St. Lucie j County, FloridA. said point•of intersection hcariag N 39°23'50" E from the ~ center of said circular curve;.run thence N 89o28'2Z" ~ a!onq the Nort~ierly • ~ right-of-way line of sand Avenue "K" for a dastance of 6?7.59 feet to a - paint of. intersection with a circular curve to the left concentric with ' ~ the last. mentioned circular curve. sand circular curve ltiavinq a radius of 5529.58 feet and a central angle of 31°03'12" said point of intersection tearing N 33°55.21"_E from the center of sand circular.curvc; r-.~ thence . ~ Northwesterly along the arc of .said carcular curve .for a dista~:e of 2996.91 ~ feet to a point oa intersection with the common section line t~,said Sections - t 31 ahd 32 said point bearing N 2°52 10" E from thc_center of sai•' circular • curves thence in Section 31, run Northwesterly along the arc of a circular s curve to the lefE,-being a continuation of the last described circular curve said circular curve having a radius of 5529.58 feet and a central ' angle of 2°17'12" for a distance of 220.68 feet to the point of tangency = - of said circular curve; run thence N 89°25'02" li along a line that is ' parallel with and lies 400.00 feet Scutherly of, as measured at aright _ - - - - angle to, the North line of--the NB-1/4-of~said"Section 31, for a distance • of 2451,72 feet to a point-in the Kest line of the NE 1/4 of said section 31; run thence N 0°44'28" E along the said Neet line for a distance of - ` _ 400.00 feet to the point of beginning. -Containing 55.726 acres, more or leas. .i - - AND ALSOs ~FST1? 117.2-15C) - PERMJ?NI~TI' CONSTRUCTIOII FASFSIt:NT • ~ Z'he hest 100 feet of the North 400 feet the E 1/2 of the ti 1/2 of Section ~ 34, T 34 S, R 38 E. ly~nq and being in St. iucie County, Florida. . { ~ Containang 0.918 acses, more or less. - j ~ ,i _ - _ _ ~ ALSO: ~ 1 (1*STA A7.2-1SE) ~ N` ~~~~ti TE~IPORMY E1~SE11EDT? FOR S.k2W. RELOCATIQEf f i ` ~ ! - ~ That part of: _ - 1 i ~ ~ - - I ~ ~ The NS 1/4 of Section 31 and the Nei 1/4 of Section 32, the SN 1/4 of Section ~ 4 29 and the S8 1/4 of Section 30, T 34 8, R 39 E, lying and being in St. Lucie ' i ~ ~ County. Florida, described as follcwe: - ~ ~ COMMSLtCI2•'G at the !1E corner of said Section 31; run thence S 0°45'13' K along f ! the cauaaon Section lino to said Sections 31 and 32 for a distance of 4.15 ft. i 'ti s to a point oi-intersection with a circular curve to tho left hdi?inq a radius i of 5929.58 feet and a central angle of 2°08'37" said point also being the ~ { ~ POII+IP OF DtGINNIt:G; run thence Northwesterly along the arc of said cirtvlar ` ~ ~ cusve for a distance of 221 85 feet to the point of tangency of said circa- { ~ ~ i lac curvo said point also ooinq in the North li?io of tho a'E 1/4 of said ~ ; Section 31f run thence N 89 25'02""1i along the said l:orth line for a distance ; of 1252.49 Poet: run thence in said Section 30 N 0°34'58' E for a distance j of 60.00 feet; run ichence S 89°25'02` E along a line that lice parallel with 3 j and 60.00 feot Northerly of as aeasured at a right angle to thv said ttortl~ t line of the NS 1/4 of said Soction 31 for a distanca`of 1252.49 feet to a ~ point of curvature of a circular curve to tha right having a radius•cif I ~ 5989 SB feet and a central angle of 6°2d'30'; thence in.aaid Soction 30 and 29 run Southeasterly along the azc of said circular curve to the right for _ i ~ ~ a distance of 676.88 feet to a point, acid point bearing D 7°03.28' E Eras tha center of said circular curvo to the right; tun thence S 7°~~3`28' M fer i ! ' a distance of 60.00 Poet to a point of intersection •tith a circular curve ! { ~ ti to the left having a radius of 5929 5~. lent; and a central angle of 4°19' ' ! S3" said point boarang N 7°03'28' t from the center of said circular curvet { ( run thence Northwesterly along rho arc of-said circular curve for a dis- ~ i E ~ ~ lance of 448.25 feet to the point of beginning Contaic+irtig 2.653 acroo: ioo~a ur loss. j ~ r , . ~ ~ At1D ALSO S - - ~ - - . ~ ~ ~ 8~~24 P~1~i5 • - d_