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LEGAL DESCRIPTION
<br /> A PARCEL OF LAND LYING IN SECTION 10, TOWNSHIP 32 SOUTH , RANGE 39 EAST, INDIAN RIVER COUNTY ,
<br /> FLORIDA, BEING MORE PARTICULARY DESCIBED AS FOLLOWS :
<br /> COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER
<br /> OF SECTION 10, TOWNSHIP 32 SOUTH, RANGE 39 EAST, RUN SOUTH 00° 10' 11 " WEST (BASIS OF BEARINGS) ON
<br /> THE WEST BOUNDARY LINE OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, A DISTANCE OF
<br /> 15.00 FEET TO THE SOUTH RIGHT OF WAY LINE OF 67TH STREET, A VARIABLE WIDTH RIGHT OF WAY; THENCE
<br /> CONTINUE SOUTH 00° 10' 11 " WEST, A DISTANCE OF 195 .00 FEET TO THE SOUTH WEST CORNER OF PARCEL
<br /> NUMBER 32391000000100000038.0 (3435 67TH STREET), AND THE NORTH LINE OF THE HEREINAFTER
<br /> DESCRIBED PARCEL, SAID POINT ALSO BEING THE POINT OF BEGINNING ;
<br /> THENCE RUN SOUTH 89044106"EAST, A DISTANCE OF 412. 12 FEET; THENCE RUN NORTH 00020'36"EAST, A
<br /> DISTANCE OF 54.56 FEET TO THE WESTERLY RIGHT OF WAY LINE OF U.S.HIGHWAY No. ] , A 120 FOOT WIDE
<br /> RIGHT OF WAY AND ALSO BEING A POINT ON A NON-TANGENT CURVE, CONCAVE TO THE WEST, THE RADIUS
<br /> OF WHICH BEARS SOUTH 75016134"WEST, A DISTANCE OF 17128.75 FEET; THENCE SOUTHERLY ALONG THE
<br /> ARC OF SAID CURVE AND SAID WEST RIGHT OF WAY LINE THROUGH A CENTRAL ANGLE OF 01008'43", AN
<br /> ARC DISTANE OF 342.38 FEET TO THE NORTHEAST CORNER OF PARCEL NUMBER 32391000000100000029.0 (6605
<br /> US HIGHWAY # 1 ); THENCE LEAVING SAID WEST RIGHT OF WAY LINE, RUN NORTH 89°44'06"WEST ALONG THE
<br /> NORTH LINE OF SAID PARCEL, A DISTANCE OF 227.62 FEET TO THE NORTHWEST CORNER OF SAID PARCEL;
<br /> THENCE RUN SOUTH 13012'21 "EAST, A DISTANCE OF 185 . 63 FEET TO THE SOUTHWEST CORNER OF SAID
<br /> PARCEL, SAID POINT ALSO BEING ON THE NORTH LINE OF PARCEL NUMBER 32391000000100000028.0 (6595 US
<br /> HIGHWAY # 1 ); THENCE RUN NORTH 89°27'56"WEST ALONG SAID NORTH LINE, A DISTANCE OF 212.92 FEET TO
<br /> A POINT; THENCE CONTINUE NORTH 8902756"WEST, A DISTANCE OF 14.50 FEET TO THE NORTHWEST CORNER
<br /> OF SAID PARCEL AND THE EASTERLY RIGHT OF WAY LINE OF OLD DIXIE HIGHWAY, A 66 FOOT WIDE RIGHT
<br /> OF WAY, AS RECORDED IN PLAT BOOK 24, PAGES 82 THROUGH 93 , OF THE PUBLIC RECORDS OF INDIAN RIVER
<br /> COUNTY, FLORIDA AND ALSO BEING A POINT ON A NON-TANGENT CURVE, CONCAVE TO THE EAST, THE
<br /> RADIUS OF WHICH BEARS NORTH 75029'07"EAST, A DISTANCE OF 5467.49 FEET; THENCE NORTHERLY ALONG
<br /> THE ARC OF SAID CURVE AND THE EASTERLY RIGHT OF WAY LINE OF OLD DIXIE HIGHWAY THROUGH A
<br /> CENTRAL ANGLE OF 01 °56' 11 ", AN ARC DISTANCE OF 184.77 FEET TO THE POINT OF TANGENCY; THENCE RUN
<br /> SOUTH 89044'06"EAST, A DISTANCE OF 14.36 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE TO THE
<br /> EAST, THE RADIUS OF WHICH BEARS NORTH 770231171EAST, A DISTANCE OF 5453 .49 FEET; THENCE
<br /> NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00002101 ", AN ARC DISTANE
<br /> OF 3 . 19 FEET TO THE POINT OF TANGENCY; THENCE CONTINUING ALONG SAID EASTERLY RIGHT OF WAY
<br /> LINE, RUN NORTH 12034'41 "WEST, A DISTANCE OF 248.00 FEET TO THE INTERSECTION WITH THE AFORESAID
<br /> WEST BOUNDARY LINE OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE RUN SOUTH
<br /> 00° 10' 11 "WEST ALONG AFORESAID WEST BOUNDARY LINE OF SAID SOUTHWEST QUARTER OF THE
<br /> NORTHEAST QUARTER, A DISTANCE OF 63 .45 FEET ; THENCE CONTINUE NORTH 12°34'42 "WEST ALONG SAID
<br /> EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 65 .28 FEET TO A POINT OF CURVATURE OF A CURVE
<br /> CONCAVE TO THE WEST, THE RADIUS OF WHICH BEARS SOUTH 77025' 18"WEST, A DISTANCE OF 5344.55 FEET;
<br /> THENCE NORTHERLY ALONG THE ARC OF SAID CURVE AND THE EASTERLY RIGHT OF WAY OF OLD DIXIE
<br /> HIGHWAY THROUGH A CENTRAL ANGLE OF 00021106112 AN ARC DISTANCE OF 32. 79 FEET; ; THENCE LEAVING
<br /> SAID EASTERLY RIGHT OF WAY LINE, RUN SOUTH 89044106" EAST, A DISTANCE OF 14.38 FEET; THENCE
<br /> CONTINUE SOUTH 89044'06"EAST, A DISTANCE OF 7.36 FEET TO THE POINT OF BEGINNING ,
<br /> SAID PARCEL CONTAINING 3 .76 ACRES MORE OR LESS.
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