HomeMy WebLinkAbout0998THE OOLONNADES
LECAL DESCRIPTION
1. Lots 2, 3, 4, 5, 10, 11,- 12~ 13, 19, 20, 21. 22, Block 1 BAYSHORE ESTATES, Plat
Book 11, page 40.
2. Fr*om the Southxest corner of Block 22, REYISED MAP OF FORT PIERCE BEACH, as
recorded in Plat Book 8, page 29~ of the Publio Records of St. Lucie County,
Florida, run thence South 17 deg. -09 min. East, along the south~rard extension
of the west line of said Block 22, 50 feet to a point on the South right-of-s~+ay
line of Carlton Court and the Point of Beginning of the lands herein described:
From said Point of Beginning run North 72 deg. -51 min. East, along the South
line of Carlton Court and the North boundary of Block 23 of aforesaid REVISED
MAP OF FORT PIERCE BfiACH, 242.85 feet to an iron pipe; thence South 17 deg. -09
min. East, 50 feet; thence North 72 deg. -51 min. East, 50 feet; thence North
17 deg. -09 mir. West, 50 feet to an iron pipe on the aforesaid South line of
Carlton Court; thence eontinue North 72 deg. -51 min. East, along the South
line of Carlton Court and the North Iine of B2oek 23~ 93•15 feeL to a concrete
monument at the Northeast corner of said Block 23, and on the West line of
Bayshore Drive; thence along the West and North line of Bayshore Drive, run as
follows:
~, '~S Y X, :- ..:..!r'F~ . _ _ -. .
On a circular curve, concave to the East, from a tangent bearing South 1 deg.
-15 min. -40 sec. West~ radius 975 feet, run on an arc distance of 313•39 feet
to the end of curve; thence South 1T deg. -09 min. East, 283•35 feet to a Point
of Curvature; thence on a circular curve, concave to the Northuest, radius -
96.76 feet, through a central angle of 71 deg. -46 mfn.~ rnn on an arc distanee
of 121.20 feet Lo end of curve; thance South 54 deg. -37 min. West, ?0.69 feet
to a Point of Curva~ure; thence on a ciraular curve, concave to the Northwest,
radius 982•35 feet, through a central angle of 11 deg. -37 min. -30 sec., rua
an arc distance of 19g.31 feet to end of curve; thence South 66 deg. -14 min.
-30 aee. West, 94.67 feet to a Point of Curvature; thence on a circular .curve~
concave to the North, radius 598.78 feet, through a central angle of 23 deg.
-35 min., run an arc distance of 246.46 feet to end of curve; thence continuing
along the North line of Bayshore Drive, run South 89 deg. -49 min. -30 sec.
Kest, 209.83 feet to an iron pipe at the southra~tcorner of Lot 5 of BAYSHORE
ESTATES, DIVIT TNO, as per plat thereof recorded in Plat Book 14, Page 25, St.
Lucie County, Florida, Public Records; thence North 0 deg. -10 min. -30 sec.
West, along the East line of said Lot 5, 110 feet to the Northeast corner
thereof; thence South 89 deg. -49 min. -30 sec. West, along the rear line of
Lots 1 through 5 of aforesaid plat of BAYSHORE ESTATES, U[~IIT THO, run 375.0
feet to an iron pipe at the NorthW~st corner of said Lot 1; thence South 0 deg.
-10 min. -30 sec. East, a1Qng the Giest line of said Lot 1~ 110 feet to an iron
pipe on the North line of Bayshore Drive; thence Sonth 89 deg. -49 min. -30
sec. West, 133.0 feet Lo a concrete monument on a Point of Curvature, as the
same fs shot~n on the plat of BAYSHORE ESTATES, record@din Plat Book 11, Page 40
of the Public Records of St. I.ucie County, Florida, said mon~aoent also being
the Point of Beginning of lands conveyed to Handelman Enterprises, Inc. by the
City of Fort Pieree, Florida, by deed recorded in Official Records Book 140,
page 241, St. Lucie County, Florida, Public Records; thence continue South 89
deg. -49 min. -30 sec. Kest, along the revised North line of Bayshore Drive,
17.5 feet to a Point of Curvature; thence along the revised North 2ir~e of
Bayshore Drive~ as described in the aforesaid deed from the City of Fort
Pieree, Florida to Handelman Enterprises, Inc., run on a circular curve concave
to the Northeast, radius 266.87 feet, through a central angle of 41 deg. -05
min., run an arc distance of 191•37 feet to end of curve; thence North 49-deg.
-05 min. -30 sec. Nest~ 145.96 feet to the Southeast right-of-~ray line of State
Road A-1-A; thence from a chord bearing North 9 deg. -20 min. -41 sec. East,
run along the easterly right-of-~ray line of State Road A-1-A, on a 9.188 degree
circular curve, concave to the NorthWest, through an arc distance of 383.9 feet
to a point of reverse curve; thence fram a tangenL bearing North 8 deg. -17
min. -30 aee. Mest, run o~ a eiroular curve, eoncave to the Southeast, radius
22.87 feet, through a central angle of 139 deg. -04 min. -30 sec., an arc
distance of 55.46 feet to a Point of Tangency rrith the South line of Carlton
Court, as the same is shown on aforesaid REVISED MAP OF FORT PIERCE BEACH;
thence South 49 deg. -13 min. East, along the South line of Carlton Court, 71.3
feet to an angle point; thence North 72 deg. -51 min. East~ along the South
line of said Carlton Court, 720.27 feet to an a~gle point; thence North 4g deg.
-41 nin. East, 82.96 feet to a Point of Curvature; thenee on a ~ircular curve,
concave to the South, radf us 20 feeL, through a central angle of 46 deg. -28
min., run an arc distance of 16.22 feet to end of curve; thence South 83 deg.
-51 min. East, 82.06 feet to a point of intersection with the original South
line of Carlton Court~ as shol+n on REVISED MAP OF FORT PIERCE BEACH; thence
North 72 deg. -51 min. East along the South line of sf~d ~~ ton Cou~ 121.54
feet to the Point of Beginning. E~~3 p~
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