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WESTERLY EASEMENT PARCE~
An 80.00 foot wide strip land in SeCtions 21 and 22,
Township'37 South, Ra~ge 40 East, City of Port 5t. ~ucle, St.
' Lucie County, Florlda whose centerlin~ is more partlcularly
described as fo1la~NS:
COMMENCING at the intersection of the street centerltnes
of MOSS PLACE and EA57 SNOW ROAD as shown on Lhe plat of POR7
5T. LUCIE SECTION THIRTY NINE as recor~ed In Plat Book 15 at
Page 30 of the Publlc Records of St. Lucle County, Floridaj
thence N 13°32'15" W for 40.00 feet to the POINT OF BEGINNING;
thence cont{nue N 13°32'15" W for 165.27.'feet to a Polnt•of
Curvature of a clrcular curve to the right having a radius of
390.00 feetj thence Northerly and Northeasterly along the arc
of said curve h~ving a cantral angle of 68°27'31" for 465.98
feet to a Potnt of Tangency; Lhence N 54°55'16" E for 194.10
feet ~o a Point of Cur-vature of a ctrcutar curve to Lhe left
havtng a radiUS of 39U.00 feet; thsnce North~asterly along the ,
arc of said curve having a central angle of 36°20'40" for
247.39 feet to a Polnt of Tangency; thence N 18°34'36" E for
192.23 feet to a Point of Curvature of a circular curve to Lhe
right having a radlus of 310.00 feet; thence Northeasterly ,
along the arc of said curve having a central angle of 44°49'23"
for 242.52 feet to a Point of Compo~nd Curvature of a circular
curve continutng to the rlght having a radius of 710.00 feet;
thence Northeasterly, Easterly, and Southensterly along the arc
of said curve havtng a centrai angle of 33°27'52" for 414.70
feet to a Point of Compound Curvature ~of a ctrcuiar curve~
; continuing Lo the right having a r-adius of 485.00 feet; thence
' 5outheasterly along the arc of ~satd curve having a central
~ angle of~ 42°09'59" for 356.93 f eet to a Potnt c~f Tangency;
thence S 40°58'10" E for 310.00 feet to a.Point of Curvature of
a circular curv~ to the left having a radius of g40.00 feet;
thence Southeasterly along the arc of said curve having a
~ central angle of 31°29'50" for 461.77 feet to a Point of
Reverse Gurvature of a circular curve to the rlght having a
radlus of 760.00 feet; Lherece Southeasterly along the arc of
said curve having a central~angle of 19°28'00" for 258.22 feet
to a Point of Reverse Curvature of a circuiar curve to the left
having a radius of 190.00 feet; thence Southeasterly along the
arc of sald curve having a central angte of 26°OQ'UO" for 86.22
feet tQ a Point of Compound Curvature of a circular curve
. continuing ta the left having a radius of 1040.OU feet; thence
Easterly along the arc of said curve having a central angle of
I5°00'00" for 272.27 feet to the Point of Terminatian of the
forego I ng cente r 1 t ne . Tlie s i de 1 i nes are to be 1 engthened or
sh4rtened as necessary so as to maintain a contiguous 80.00
feet strip of land.
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