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(Ind. WD) PARCEL NO. 10~.1
SECTION ~+501-260~
T.S. ~'j STATE ROAD S-6 ~
St. I,ucie CpUN'i'Y
~eeb
THIS INDENTURE made this 25~ ckv of t~arch , A. D. 19~~ ,
W. H. P~ell and Nnria Powell, his wife
L. C. Crowe and Niarqaret Crowe, his wife
as partla~ of the first part and the STATE OF FLORIDA, for the use and bene6t of tbe State Road
Department of Flarida, as party of the seoond part.
WITNESSETH. That the said part ies of the firsF part, for and in consideration of the sum of One
Dollar and other valuable consideraNons, paid, receipt of which is hereby acknowledg«l, do hereby
grant, bargain, seU, and convey unto the party of the second~ , its successors and assigns, the following
• describ€~ land. situate, lyu~g and b~ing in tt~ ~annty of St. Lucie State of
Flodda, to-wit:
PRRCSL N0. 103 SECTION 94501-260Q
That part of the NW 1~4 of Section 9, Ta~mship 36 South, Range 38 Tast,
lying Sast and South of Carlton Road less the Sonth 1055 feet and that
part of the West 812 feet of the fii~l 1~4 of the NS 1~4 of said Section 9,
less that part trhich lies Aorth o~ State 8oad 70 and less that part Mhich
1„~eS North and ~?Test of Carlton 8oad, sa3d parts ~lhich lie xithin ~0 Yeet
Sasterly and Sontherly (Southeaisterly) of the Baseline of Sm~vey according
to the Right of ~l~y Map of Section 94541-260'2, State Road S-613, as recorded
in the OP'Pice of the Clerk of the Circuit Court, St. I,ucie County, Florida
a part of said Baseline being more particnlar]y described as follaxs :
BEGIltNII~iG on the South line of and 99.76 feet Sasterly of the
South~rest corner of Section 16, Tan~tiship 36 Sauth, Hange 38 East run N 17°
04' 25"-$ a distance of 2255.69 feet te the beginning of a curve concave .
tiTesterly; thence Rortherly along said curve having a central angle of OS°
39' k5" a r~~ o~ 2864•79 feet sn arc distance of 433.13 Yeet to the
end of sai.d curv~e; theace F 08' 24' 1~0" E, a distance ot 2651.15 ~eet to t~he
` beginning of a curv+e concav+e Westerly; . thence Rortherly along said aurve hav-
~ ing a cenf.ral angle ot US° 42' 40" ~ith a radius o~ 12~32.39 ~eet an arc clis-
~ tance of 217.50 feet to the end of said curve; thence B 00' 17' 20" W a distance
I
of 2438.01 feet to the beginning of a curve concave Southessterly; thence
Norther~r and Sasterly along said curve having a central angle of 39° 45' 00"
' with a radins oY 286.118 f'eet an arc distance of 198.75 feet to the end of said
~ curve; thence H 39` 27' 40" g a dista,nce of 3131.25 ~eet to the end of said
~ part oY said Baseline and according to the same map a poi.nt on the centerline
~ of 3.R. 70; thence S 84' 04' 20" S along said centerlin~ a distance o~ 698.05
: =eet• thence continue S 89' 30' 20" $ along said centerline a distance or i358.75
~ feet~to a point on the $ast line of ss3d Section 9; thence N 00° O1' 18" E along
~ said East line, a dietaace of 289.60 feet to the Northeast corner of said Section
4 9; a11 less aqy existing road R~ght of ~+Ta~y; all less aay eaisting ri~t of iray
x for drainage canal fto. 75 or aRy other dra3n~ge canal located therein and
e not herein a~entioned;
~
~ Containing 1.19 acres, m~re or less. TFiS ii~~ir?i1~~~r~T PRE~~;2~_~ oY
;
~ P. L. DROUiP,
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