HomeMy WebLinkAbout0963 , ;
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EXHIBI7 A
WES7ERl.Y EAS~MEN1' PARCEL
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~ An 80.00 foot wide strip land tn Sections 21 and 22,
Townsh i p 37 South, Range 40 East, C i ty of Port S t. Luc 1 e, St .
L.ucle County, Flor(da whos~ centerlins 1~ more partlcularly
descrlbed as failows:
COMMENCING at the intersection of the street centerlines
of MOSS PLACE and EAST SNOW ROAD as shown on the plat of PORT
ST. LUCI~ SECTION TNIRTY NINE as~recorded in Piat Book 15 at .
Page 30 of the P~blic Record~ of St. l.ucie County, F~ortdaj
thence N 13°32'15" W for 4U.00 feet to the AOIN1' OF BEGINNINGj
Lhence continue N 13°32'15" W for 165.27 feet ta a Polnt of
C~rvature of a c i rcu 1 a r curve to the r i ght hav i ng a rad 1 us of
39U.00 feetj thence Northerly and Northeasterly along the arc
o~ said curve having a central angle of 68°27'31" for 465.98
feet to a Paint of Tangency; Lhence N 54°55'16" E for 194.10
feet to a Point of Curvature cf a clrcular curve to the left
~ havtng a radius of 390.00 feet; thence Northsasteriy t~long the
arc of said curve havtng a centrai angle of 36~20'40" for
247.39 feet to a Point of Tangency; thenc~ N 18°34'36" E~or
192.23 feet to a Polnt of ~Curvature of a circular curve to the
righL having a radius 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 Compound Curvature of a clrcular
curve continuing to the right having~a radlus of 710.00 feet;
~ thence ~ortheasterly, E~sterly, and Southeasterly aiong the arc
of said curve havfng a centrai angie of 33°27'52" for 414.70
feet to a Potnt of Compound Curvature of a circular curve
conttnutng to the right haviny a radtus of 485.00 feet; thence
SouLh~asterly alvng the arc of satd curve having a central
angle of 42°09'S9" for 356.93 feet to a Point of Tangency;
thence S 40°58'10" E for 310.00 feet to a Point of Curvature of
a circular curve to the left having a radius of 840.00 feet;
thence Southeasterly along the arc of sa~d curve having a
central angle of 31°29'S0" for 461.77 feet Lo a Point of
Reverse Curvatur•e of a circuiar curve to Lhe right having a
radius of 760.00 feet; Lhence Southeasterly along the arc of
satd curve having a central angle of 19°28'00" for 258.22 ~eet
to a Potnt of Reverse Curvature of a circular curve to the left
~ havtng a radlus of 190.00 feet; thence Southeasterly ~long Lhe
arc of said curve having a central angle of 26~00'00" for 86.22
feet to a PoinL of Compound Curvature of a circular curve
cont i nu t ng t,, e 1 ef t hav i ng a rad i us af 1040 . 00 feeL; thence
Easterly alo"~_~'he arc of sald curve having a cenLra] angle of
15°00'00" for 272.27 feeL to the Point of Terminatlon of the
forego t ng center 1 1 ne . The s 1 de 1 1 nes are to be 1 engthened or
shortened as necessary so as to maintatR a contiguous 80.00
feet strip af land. . ~
JOHN FENNIMAN, .
CHARTERED -
ATTORNEY AT UW '
POST OFRCE BOX 24)3
STVARt. itORipA 33~95
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