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DOT ACQUISITION AREA
<br /> RETURN TO:
<br /> THE URBAN GROUP, INC.
<br /> 66801 LAKE RORRD346
<br /> OA 3SUITE
<br /> 306r�.
<br /> 01 -GWD . 02 - 06 / 93 LAKE WORTH
<br /> This instrument prepWareb
<br /> � Parcel No . 102 . 1R
<br /> under the direction W . P . I . / Segment No . 2286001
<br /> Laurice C . Mayes , EsA9 ( Section No . 88060 - 2529 )
<br /> Legaldescription prManaging District : 04 _
<br /> Sigi to Daniels ( 5 -21 - 991 S . R . No . 60 N
<br /> Department of Transportation County : Indian River N
<br /> 3400 W . Commercial Boulevard C
<br /> Ft . Lauderdale , Florida 33309 NTHERWORDI OR O
<br /> JEFFREY K BARTOW 01
<br /> CLEW CIROW COURT
<br /> WARRANTY DEED mffl NMER CO. RA ON
<br /> THIS WARRANTY DEED Made the z Zm, day of AaguT
<br /> 19"A!Z tf by TRIPLE S CATTLE COMPA*W , a Florida C rporation ,
<br /> whose address is : 2685 Hansrob Road . Orlando . Florida F04 - 3317
<br /> grantor , to the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ,
<br /> grantee : (wherever used herein the terms " grantor " and " grantee "
<br /> include all the parties to this instrument and the heirs , legal o
<br /> representatives and assigns of individuals and the successors , and
<br /> assigns of organizations ) . s
<br /> WITNESSETH : That the grantor , for and in consideration of the e
<br /> sum of $ 1 . 00 and other valuable considerations , receipt and
<br /> sufficiency being hereby acknowledged , hereby grants , bargains , sells , s
<br /> aliens , remises , releases , conveys and confirms unto the grantee , all o
<br /> that certain land situate in Indian River County , Florida , viz : N
<br /> 'Yd
<br /> Parcel No . 102 W . P . I . / Segment No . 2286001
<br /> ( Section No . 88060 - 2529 )
<br /> A portion of land lying in Section 22 , Township 32 South , Range 35
<br /> East , Indian River County , Florida , more particularly described as
<br /> follows :
<br /> Commence at a found 4 " x 4 " concrete monument with a disc marking the
<br /> ` Northwest corner of the Northwest 'A of said Section 22 ; thence
<br /> South 00031 ' 43 " East along the West line of the Northwest % of said
<br /> Section 22 , a distance of 758 . 638 meters ( 2 , 488 . 96 feet ) to a point on
<br /> the Baseline of Survey for State Road 60 as shown on the Florida
<br /> Department of Transportation Right of Way Map for Section 88060 - 2529 ;
<br /> thence South 74051120 " East along said Baseline of Survey , a distance
<br /> of 99 . 082 meters ( 325 . 07 feet ) ; thence South 15005 ' 40 " West along a
<br /> line at a right angle to the last described course , a distance of
<br /> 15 . 240 meters ( 50 . 00 feet ) to a point on the Southwesterly Existing
<br /> Right of Way line for said State Road 60 and the POINT OF BEGINNING ;
<br /> thence South 74051 ' 20 " East along said Southwesterly Existing Right of
<br /> Way line and a line 15 . 240 meters ( 50 . 00 feet ) Southwesterly of and
<br /> parallel with said Baseline of Survey , a distance . of 26 . 742 meters
<br /> ( 87 . 74 feet ) to a point on the South line of the Northwest 'A of said
<br /> Section 22 ; thence continue South 74 ° 51 ' 20 " East along said
<br /> - Southwesterly Existing Right of Way line and said parallel line , a
<br /> distance of 138 . 682 meters ( 454 . 99 feet ) to a point on a curve concave
<br /> Southwesterly , having a chord bearing of South 69055 ' 52 " East ; thence
<br /> Southeasterly along said parallel line and the arc of said curve ,
<br /> having a radius of 828 . 796 meters ( 2 , 719 . 14 feet ) , through a central
<br /> angle of 09050 ' 57 " , an arc distance of 142 . 470 meters ( 467 , 42 feet ) to
<br /> the end of said curve : thence South 65000 ' 23 " East along said
<br /> Southwesterly Existing Right of Way line and said parallel line , a
<br /> distance of 359 . 564 meters 11 , 179 . 67 feet ) , thence <,p
<br /> South 32013 ' 04 " West , a distance of 10 . 994 meters ( 36 . 07 feet ) to a Cn
<br /> point on a curve concave Southwesterly , having a chord bearing of CD
<br /> North 69041 ' 15 ' West ; thence continue Northwesterly along the arc of �o
<br /> said curve , having a radius of 4 , 841 . 800 meters 515 , 885 . 14 feet ) , N
<br /> through a central angle of 07044 ' 30 " , an arc distance of 654 . 211 CA
<br /> meters ( 2 , 146 . 36 feet ) to the end of said curve ; thence �L
<br /> North 00039 ' 47 . Ilest , a distance 26 . 340 meters ( 86 . 41 feet ) to the J
<br /> POINT OF BEGINNING .
<br /> AND
<br />
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