HomeMy WebLinkAbout0579 DESCRIPTIO~ OF
SEC'f ION I
HIGH POINT OF FORT PIERCfi
A parcel of land lying in Sections 26 and 27. Tor+nship 3S
South~ Range 40 East. St. Lucie County. Florida, more
particularly described as folloxs:
Commcncin~ at the NortAxest corner of the East half of the
Southeast quarter of said Section 27; thence on an assumed
bcating of South 89• 15' S6" East, along the North line of
the said East half of the Southeast quarter, a distance of
130 feet to the Point of Beginning; thence South 2• 04' 47"
WesL. a distance of 1091.41 feet; thence South 89' 1S' S6"
East. a distance of 150.OS feet; tl~ence North 2' 04' 47"
East, a distance of 2S.0 feet; thence South 84' 1S' S6'• East,
a distanco of 720.0 feet; tAence North 60• 44' 04" East. a
distance of 322.9S feet; thance South 33• 34' 33" East. a
distance of 176.0' feet; thence South 89• 1S' S6" East. 4
distance of 530.78 feet; tAence North S6' 2S' 27" East. a
distance of 242.61 feet to the west line of property ownod
by the City of~Fort Pierco; thence North 33' ~4' 33" IYest. _
along City propertr line. a distance of ~?0 5.~9 feet to the
North line of the Southwest quarter of said Section 26; thenco
North 89' 20' 00" Mest, along said North line. a distance of
106.9b feet to the IVest line of said Section 26; thcnce
North 89• 15' S6" West, along the North lfne of the East half
' of the Southeast quarter of said Section 27. a distance of
574.82 feet; thence South 00' 44' 04" West. a distance of
189.85 feet to a point in a curve concave to the Southwest
and having a radius of 155~feet; thence Southeasterly, along
the arc of said curve and through a central angle of
~ 35• 34' 08", a distance of 9b.22 feet to the end of said
4 curve; thence South 9' 4S' S6" East~ along a_line tangent to
~ said curve, a distance of 130 feet; thence South 80• 14' 04"
West. a distance of 165 feet; thence_South 9' 45' S6" East~
~ a distance of 212.88 feet; thence South 62' 36' 43" ~est~ a
~ distance of 62.46 feet to tho begin~?ing of a curve concave to
~ the North, having a radius of 95 feet and a eentral angle of
~ 28• 07' 21"; thence Westerly; along the are of said curve,
~ a distance of 46.63 feet to the end of said curve; thence
~ North 89' 1S' S6" 1Vest. along a line tangent to said curve,
a distance of 204.21 feet; thence North 0• 44' 04" East, a
~ distanca of 278 feet; thence North 82• 10' S2" West, a
~ distance of 8S.S2 feet; thence North 7' 49' 08" East, a
~ distance of 206.21 feet to a point in a curve concave to the
~
~ Northeest end havin~ a radius of 105 feet; thence North-
~ xesterly. along the arc of said curve and through a central
~ angle to 6• ~8' 09", a distance of 12.47 feet to the end of
said curve; thence North 47' S2' 11" Wast, alon~ s line
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~ DAT~ fCAL[ - IU1T •OOK NO- rA0[ NO.
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JAMES D. GARLTON. INC.
' CONSULTING ENGINEERS & LAND SURVEYORS OQK~~~ PAGE ~,/t7
~,~j ~ HEAEBY CERTIFV that M~ p~~t e~own he~eon is • true end cor?ect reprssantetton of ~ RaQnter~q land Sor.eyor
~urvey made undar my d~red~on. snd that •a~d wrvey 1• ~ccurat~ to ths be~t of my knowledge Florid• C~rtifitah No.
"r.;~ a~d he~~e~. end thers ere no encro~c~ment~.
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