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nin at the southwest corner of Lot ].7 0~ Slock 21 of ~
Begin ~ _
the REVISED PI,AT OF BIACKS 17, 21 AI~D 22, FORT PIERC~ BEACH :
Subdivision, as per said REVISED PLAT thereof, recorded in
~lat Book 10, Page 12, St. I,ucie Cour~ty, Florida, Public Re-
cords, run thence North 49 deg.-41 min. East, aiong the
northerly right-of--~ray line of Carlton Court, 72.85 feet
to a Point of Curvature; thence on a circular curve, concave
to the South, radius 70 feet, run through a.central angle of
~6 deg.-28 min., an arc distance of 56.77 feet to end of
curve; thence continue along the northerly right-o~-way line
of Carlton Court on a tangent bearing South 83 deg.-15 min.
East, 62.85 f-eet to the east line of Lot 19, Block 21, of
aforesaid REVISED PLAT, said point being 3•53 feet northerly ~
~ from the southeast corner of original Lot 19, Block 21; thence
North 17 deg.-09 min. West, along the east line of Lot 19, .
- Block 21, of ~foresaid REVISED PLAT, 121.47 feet to the north-
east corner of said Lot 19; thence South 72 deg.-51 min. West,
. along the north lines of I,ots 19, 18 and 17, run 180 feet to
the northwest corner of Lot 17; thence South 17 deg.-Q9 min.
East, alon~ the west line of I,ot 17, Block 21, of aforesaid
- REVISED PLAT, 125 feet to the Point of Beginning.
/P-i~t ~
Beginning at a cross cut on concrete bulkhead coping at the
southwest corner of Lot 24, BAYSHORE ESTHTES, as per plat
thereof recorded in Plat Book 11, Page 40, St. Lucie County,
• Florida, Public Reco:ds, run thence South 89 deg.-49 min.-
~ 30 sec. West, 14.02 feet to an iron pipe at the south:~rest
corner of the lands conveyed by Trustees of In~ernal Im-
provement F'und of the State of Florida to Fort Pierce
Financing and Construction Co:npany, as described in deed recorded
in Deed Book 166, Page ~47, St. Lucie County, Florid~, Public
~ Records, said point being the south~vest corner of lands of ;
i Handelman Enterprises, Inc.; thence North ~9 deg.--O1 min.
I West, a~on~ the west line of Handelman Enterprises, Inc. pro-
~ perty arr3 the c~est line of la~ds described in aforesaid deed,
~ run 334.9 fee~ to a concrete r~onument on the southerly right-
of-alay lins of State Road A-1-4; thence fron a chord bearing
North 37 deg.-1~ min. East, run on a 9.188--Degree circular ~
curve, concave to the NorthV~est, along said State Road A-1-A
right-of-way, throu~h a central angle of 9 deg.-05 min.-02 sec.,
an are distance~of 98.87 feet to the point of intersection of the
- southerly right--of-way line of State Road A-1--A and the southerly
line of Bayshore Drive; thence South 49 deg.-05 min.-30 sec. East,
along the southerly line of Bayshore Dri.ve, 134.3 feet to a
point of Curvature; thence~ continuing along the southerly line
of Bayshore Drive, run on a circular curve, concave to the
Northeast, radius 326.87 feet, through a central angle of 27
deg.-45 min.-14 sec., an arc distance of 158.34 feet to an
iron pipe; thence South 13 deg.-16 min.-12 sec. 41est, 142.87
feet to the Point of Beginning.
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