HomeMy WebLinkAbout2274 DESCRIPTION OF ~
SECTION I
HIGH POINT OF FORT PIERCB
;
A p~rcel of land lying iA Sections 26 and 27~ Toti+nship 3S
~ South. Range 40 East. St. Lucie County, Florida. more
particularly described •s follows:
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Commencin~ at the Northwest corn~Y of the East half of tha
Southeast quarter of said Section 27; thence on an assumod
bearing of South 89• 1S' S6" East. along the North line of
the said EasL half of the Southeast quQrter~ a distance of
- 130 feet to the Point of Beginning; thence South 2• 04• ~/7"
Mest, s distence of 1091.41 feet; thence South 89' 1S' S6"
East. a distance of 1SO.OS feet; thence North 2' 04' 47"
East. a distance of 25.0 feet; _thence South 89' 15' S6" East.
a distance of 720.0 feet; thence North 60• 44' 04" East, a
distance of 322.95 feet; thence South 33' 34' 33" East~ a
distaace of I76.0' feet; thance South 89• 1S' S6" ~~st. 4
distance of 530.78 feet; thence North S6' 2S' 27" East. a
distance of 242.61 feet to-tAe ~est line of property ownod
by the City of Fort Pierce; thenco North ~3• ;t' 33" l~est.
along City property line. a distance of ~~0 5.'t9 feet to the
North line of the Southwest quarter of said Section 26; thcnco
North 89• 20' 00•' Mest. along said North line. a distance of
106.96 feet to tha 1Vest line of said Section 26; thence
North 89' 1S• S6•' West, along the North line of the East half
' of the Southeast quarter of said Section 27, a distan~e of
574.82 feet; thence South OQ' 44' 04" NTest. a distance of
189.85 feet to a point in a curve concave to the Southrest
and having a r4dius of 1SS feet; thence Southeasterlr. slong
the arc of said curve and through a central angle of ~
3S• 34' 08", s distance of 96.22 fcet to the end of said
curve; thence South 9' 4S' S6" East, along a line tangem to
~ said curve. a distanco of 130 feet; thence South 80• 14' 04•'
; West, a distance of 16S feet; thence South 9' 45' S6•' Enst,
~ a distance of 212.88 feet; thence South 62' 36' 43" West. a .
~ distance of 62.46 feet to the beginning of a curva concave to
the North. having a radius of 95 feet and a central anglo of
28' 07' 21"; thence Nesterly; along the arc of said curve.
' a distance of 46.63 feet to the end of said curva; thence
~ North 89• 15' S6" 1~'est. along a line tangcnt to said curve,
a distanco of 204.21 feet; thente North 0• 44' 04" East, a
dist4nce of 278 feet; thence North 82• 10' SZ" Wcst, 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 ~
~ortheast and havin~ a radius of 105 feet; thence North- .
xesterly, along the arc of said curve and through a central
~ angle to 6• 48' 09", a distance of 12.47 feet to the end of ~
said curve; thence North 47• 52' 11" West, along a line
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JAMES D. CARLTON. INC.
CONSULTING ENGINEERS 8c LAND SURVEYORS %
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~ 1 HEi~EBY CERTIFY that tht p~st ~hown henon a trw and corrett npr~ssntst?on of ~ R~t~=~ef~d ~~~;i Sur~e~or .
r .u.~,~y made und.~ nh? ~~ect+on. and thet ~aW ~wwy ~ccu?o~~ to tM b~~t of my know~ed9~ fl~rida C~nificat~ Ns.
and bei~e~. snd t1+'re s.e no encrwchmsnt~ '
_ . EXHIBIT "p" TO BY-LAWS SHEET 1 OF 2 E~ RK ~t,1 J~ 22~
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