HomeMy WebLinkAbout02-012 1
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ORDINANCE 02-012
AN ORDINANCE AMENDING ORDINANCE 01-01
AUGUST 21, 2001, ESTABLISHING THE WESTCHE~
DEVELOPMENT DISTRICT NO. 3, AM~ONG OTHEI
AMENDINGCHAPTER 1-6.5-81 OF THE CODE OF OR
LUCIE COUNTY, FLORIDA; IN ORDERITO EXPAN
BOUNDARIES OF THE DISTRICT AN::) ESTABLI.
BOUNDARIES OF THE DISTRICT; PROVIDING F
PROVISIONS; PROVIDING FOR SEVERABILITY;
APPLICABILITY; PROVIDING FOR FILING WITH THE
STATE; PROVIDING FOR EFFECTI~'E DATE;
CODIFICATION; AND SETTING FORTH THE VOTE (
WHEREAS, the Board of County Commissioner.~ of St. Lucie
the testimony and evidence, including, but not i hired to the
following determinations:
Ordinance 02-012
Final
2 GRANTED ON
TER COMMUNITY
~ MATTERS AND
DINANCES OF ST.
! THE EXTERNAL
iH THE REVISED
)R CONFLICTING
PROVIDING FOR
DEPARTMENT OF
PROVIDING FOR
)N ADOPTION.
3ounty, Florida, based on
taft report, has made the
On August 21, 2001, St. Lucie County c. ranted appr~ val to Ordinance 01-012
amending Chapter 1-6.5 "Community DevE~lopment" of tie St. Lucie County Code
and Compiled Laws and establishing the Westchester
District No. 3 as a community development district pursue
Statutes, and its boundaries, among other nlatters. The l.
CDD No. 300ntain 463.06 acres of land en~:irely within th
of St. Lucie County.
The Board of Supervisors of Westchester
has filed with the Board a petition for an am
district, which petition contains the inform
Florida Statutes. The Petitioner is request
CDD No. 3 be expanded to 499.87 acres o
In accordance with Section 190.046(1 )(b),
hearing on March 26, 2002, after publishin~
Tribune and the Port St. Lucie News on M~
Double Underline is for;
~tr=,k~ Th;c, ugh is for d(
;ommunity D~
;ndment of th~
ation require,
ng that the b,
land.
orida Statut,
notice of su(
rch 15, 200;
Jddition
,letion
Community Development
~nt to Chapter 190, Florida
,oundaries of Westchester
jurisdictional boundaries
velopment District No. 3,
community development
by Section 190.046(1),
undaries of Westchester
s, the Board held a public
hearing in the Ft. Pierce
Page 1
Print Date: 03/26/02
O['BZ
"~ Z
C:3 r"rl
m
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(a)
(b)
(c)
(d)
(e)
(e)
(f)
The Board has considered the rec(
set forth in Section 190.005 (I) (e),
)rd of the pul:
=lorida Statut
The land to be removed from the Di
initially located within the District an~
has not previously petitioned St.
contraction of the District;'s bounda
lic hearing and the factors
as, and has found that:
All statements contained within the )etition are ttue and correct;
/
;trict does no! exceed 50% of the acres
the Board otT Supervisors of the District
Lucie Cour~ty for the expansion or
ries. ~
The amendment of this district is consistent with ~.11 applicable elements and
portions of the state comprehensivel plan and the effective local government
district is of~
~us to be de~
comprehensive plan;
available for
to the area
The area of land within the proposec
compact, and is sufficiently contigu(
interrelated community;
The district is the best alternative
development services and facilitie:
district;
/
The community development services and facil
compatible with the capacity and L~ses of the {
community development services a~td facilities; a
(g) The area that will be served by the district followin
to separate special district governm,.~nt.
NOW, THEREFORE, BE IT ORDAINED by the 3oard of Cou
Lucie County, Florida: ~
PART A. GRANT OF PETITION; AMENDMENT TO G
ESTABLISH NEW EXTERNAL BOILINDARIES C
Part A of Ordinance 01-012 is hereby amended to
District by deleting Exhibit A to Ordinance 01-012 ir
A attached heretol Accordingly, Section 1-6.!
establishing the boUndaries of the District is hereb,
Exhibit "A" shall mean Exhibit A attached hereto.
Ordinance 02-012
Final
expand the E
its entirety a
-81 of the
amended s(
Double Underline is for ~ ddition
C',r:k; Th;;.;~§~ is for dE letion
ufficient size, is sufficiently
.~lopable as one functional
delivering the community
hat will be served by the
ies for the district will be
<isting local and regional
Id,
g contraction is amenable
lty Commissioners of St.
RDINANCE 01-012 TO
,F THE DISTRICT,
.xternal boundaries of the
id replacing it with Exhibit
;ode of Compiled Laws
that references therein to
Page 2
Pdnt Date: 03/26/02
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PART B. CONFLICTING PROVISIONS.
Special acts of the Florida legislature applicable c~nly to unincorporated areas of St. Lucie
County, County ordinances, and County resolutions, or parts ~ereof, in conflict with this
ordinance are hereby superseded by this ordinaFlce to the ext~nt of such conflict.
/
PART C. sEvERABILITY.
If any portion of this ordinance is for any reason/held or declared to be unconstitutional,
inoperative, or void, such holding shall not affect ~he remaining portions of this ordinance.
If this ordinance ot any provision thereof shall b(~ held to be iriapplicable to any person,
property, or circumstance, such holding shall not a~ffect its applicability to any other person,
property, or circumistance.
PART D. APPLICABILITY OF ORDINANCE,
This ordinance shall be applicable throughout St. Lucie Counb
PART E. FILING WITH THE DEPARTMENT OF STATE.
The Clerk be and iS hereby directed forthwith to s~.~nd a certifie
the Bureau of Administrative Code and Law Departmen
Tallahassee, Florida 32304.
PART F. EFFECTIVE DATE.
This ordinance shall take effect upon filing with th~ Departmenl
PART G. ADOPTION. ,
After motion and second, the vote on this ordinan.'e was as foil
Chairwoman Doug Coward
Vice-Chairman Cliff Barnes
Commissioner Frannie Hutchinson
Commissioner Paula A. Lewis
Double Underline is for ~ddition
Ct~ T~c,u,~.~ is for dE ,letion
Ordinance 02-012
Final
"s jurisdiction.
copy of this ordinance to
of State, The Capitol,
of State.
OWS:
AYE
AYE
ABSENT
AYE
Page 3
Print Date: 03/26/02
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Commissioner John D. Bruhn
PART H. CODIFICATION.
Provisions of this ordinance shall be incorporated in the
Development Code, and the word "ordinance" nlay be change
other appropriate word, and the sections of thisj ordinance m
lettered to accomplish such intention; provided, however, that
be codified.
AYE
St. Lucie County Land
;d to "section", "article", or
ay be re-numbered or re-
'arts B through H shall not
PASSED AND DULY ADOPTED This 26t" Day of Marc~ 2002.
29
I Dep'ufy Clerk
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hf
H:\WP\Petitions\BCC\Finished.2002\Westchester3.CDD\Westches
Ordinance 02-012
Final
Double Underline is for ~
Cir',kc Th;~ugh is for dE
BOARD i OF COUN'I'~
ST. LUCIE COUNTY,
BY ~
"/ Chai~
ApPrOVED A:
AND CORREC
ter3ORD
ddition
letion
COMMISSIONERS
FLORIDA
'man
~ TO FORM
]'NESS:
Page 4
Print Date: 03/26/02
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Ordinance 02-012
Final
Exhibit A
Legal DescriptionOf t.he
Westchester Co.mmun,ty
Development D~strict #3
Double Underline is for ~
C:;~'.;c. Thr~::§,h is for d(
ddition
letion
Page 5
Pdnt Date: 03/26/02
CDD-3
LAWSON, NOBLE &WEBB, INC.
LB# 6674
CONSULTING ENGINEERS, LAND PLANNERS, SURVEYORS
590 NW PEACOCK BLVD, SUITE 9, PORT sT: LUCIE, FLORIDA
PHONE (561) 878-1700
A PARCEL OF LAND LYING IN SECTIONS 8, 9, 10, 16 & 17, TOWNSHI~ 37 SOUTH, RANGE
39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE pARTICULARly DESCRIBED AS
FOLLOWS: -.
C
COMMENCE AT THE INTERSECTION OF THE ENTERL1NE OF GATLI N BOULEVARD
(ALSO BEING THE NORTH LINE OF SECTION 15, TOWNSHIP 37 SOUT~I, RANGE 39 EAST)
llVll!~ OF THOSE LANDS DESCRIBED IN AN ORDER OF rAKING DATED
THE'~LORID r~r~r)~¢t~.~,~-c~u~°~)--~~ ,U-I"~-AI--D-ST-' LUCIE OUNTY . AS SHOWN ON
u. ~ U-~3), SECTION 94001 - 2412, DATED 06/02/77, WITH LAS~REVISION OF
09/11/79 (THE ABOVE DESCRI,BED WESTERLY LIMITS OF GATLIN BOtJLEVARD BEAR
SOUTH 00°01'45,, WEST AND ALL BEA'''~,'-''' ....... -- ..... -
or, o.-.-,,,..-,, ............. roa.~uo ~ I(I~I_,AI[IVE THERET ); THENCE SOUTH
~o~, ~/u3 We~l, A DIS'fANCE OF 737.09 FEET; THENCE NORTH o0°ng'~.
DISTANCE.OF 100 00 FEET, TO A POINT ~2 o ^ r~T., ~.,~4;.,-,7.X. ff."_."Y_'St'
· ' ,-,- xx~.a_~s~ lm v.U I lOIN TH A CUR
CONCAVE NORTHWESTERLy AND HAV ......... '.'_~d_'_~ VE,
NOR~~ ............ , n~ ^ KAtJIU~ 0F 25.00 FEE3~; THENCE
~o- ~)~,~n,.~.~a i v. ttL¥, ALONG THE ARC OF SAID CURVE THROUGH
,, A
· C L ANGLE OF
s~ 38 04, AN ARC DISTANCE OF 39 11 FEET ~r~ ^ ~,,, ......... ~C~
WITH A C - , -~ ~ r~ ~v K~.Vt~K~ CURVATURE
co c^w. ^
NORTHERLy, ALONG THE ARC OF SAID CURVE THROU¢ ~H A CENTR~ ~L ANGLE OF
34°34'4Y', AN ARC DISTANCE OF 471.34 FEET, TO A POINt, OF TANGEb'CY WITH A LINE;
THENCE NORTH 34053'43" Ar c,~,,,-, e,~m r n,m ~ ~.,,
PoINT OF ~'~-- EAST,. ~n'~u ,.,,~ ,..,~,~ .,~ ~xc :TANCE OF'5
'%UKVATURE WITH A CURVE, CONCAVE WES~'ERLY, AND
OF 58.00 FEET; THENCE NORTHERLy, ALONG THE ARC )F SAID CUlt
· CENTRAL ANGLE OF 49°41'44", AN ARC DISTANCE OF 50.31 FEET, TO.
REVERSE C1 A CURVE, CONCAVE SOUTHEASTERLY
RADIUS OF .1 ALONG THE AR
)1.45 FEET, TO THE
lAVING A RADIUS
VE THROUGH A
k POINT OF
HAVING A
OF SAID CURVE
R. BURFORD, PSM
PROFESSIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA REG. NO. 4981
JOB NO.:
THIS IS NOT
DEPICTI
THERE'
SUBJECT
IECTION Wi'
{MATION SHO~
LANDS
OF
H OF SURVEY, BUT ONLY
OF THE DESCRIPTION SHOV~N
BEEN NO FIELD WORK, VIEWING
OR MONUMENTS SET IN
THE PREPARATION OF THIS
HEREON.
HEREON WERE NOT
RIGHT-OF-WAY AND/OR
B589 BY: JDM CHECKED: GRB ~/A ' PG.: N/A SHEET I OF 8
LAWSON, NOBLE &WEBB, INC.
LB# 6674
CONSULnN E, mEERS..A,9 VLAN,E,S. SURVEYORS
590 NW PEACOCK BLVD, SUITE 9~PORT ST' LUCIE, FLORIDA
'.. ..-.-.. PHONE (561) 8718-1700
THROUGH A CENTRAL ANGLE OF 90°41'07", AN ARC !05.76 FEET, TO A
POINT OF REVERSE CURVATURE WITH A CURVE, CON 2AVE NORT! tWESTERLY,
HAVING A RADIUS OF 58.00 FEET; THENCE NORTHEA5 TERLY, ALO
SAID CURVE THROUGH A CENTRAL ANGLE OF 54o25'2 ", AN ARC D
FEET, TO A POINT OF COMPOUND CURVATURE WITH /
NG THE ARC OF
STANCE OF 55.09
qCAVE WESTERLY,
AND HAVINg' A RADIUS OF 800.00 FEET; THENCE NOR;
SAID CURVE THROUGH A CENTRAL ANGLE OF 34°30'32
~ONG SMD L~E A DIST~CE OF 58.53 FEET TO T~ P
HE~IN DESC~BED PARCEL, AND THE PO~T OF CUR~
~~VE SOUTH~STE~Y, ~D ~V~G A ~IUSI
oKrH~STE~Y, ALONG T~ ~C OF S~D C~VE TI
7e~7,~'3,,, ~ ~c ~sr~c~ oF ~.~ F~r, TO ~ ~O**,
THENCE NORTH 90000'00" ~ST, ALONG S~D L~E A D]
T~NCE SOUTH 00°00'00. ~ST, a DISTANCE OF 239.96 ~
ms,, ~ ~s,~c~ OF ~4,.0~ ~r, ~O ~ eO~, O~ C,
~O~AV~ SOUrm~y, ~ ~Vm~ ~ ~e~ O~
ALONG T~ ~C OF S~D CURVE THROUGH A CENT~
DIST~GE'OF 58.86 FEET, TO A PO~T OF NON-~I~ I
(y~-~es eo~ ~F ~m CURV~ ~S SOUm
~NCE SOUTH 15 14 57 EAST, A DISTANCE OF 513.76 F
~ST, A DIST~CE OF 295.52 FEET; ~CE'SOUTH 70°
208.88 FEET; ~CE NORTH 75o49,33. ~ST, A DISTANI
NOR~ 39o04,35. ~ST~ A DIST~CE OF 189.81 FEET; ~
DIST~CE OF 476.82 FEET; ~ENCE NORTH 90°00'00- ~I
~ENCE NORTH 44°52'57,, ~ST, A DIST~CE OF 35.28 FI
EAST, A DIST~CE OF 20.18 FEET; ~NCE NORTH 89045.
120.00 FEET; THENCE SOU~ 45o26,22. ~ST, A DIST~C~
'SOUTH 00°13'48. ~ST, A DIST~CE OF 100.00 FEET; THE
DIST~CE OF 35.47 FEET; ~CE SO~ 00°14'07. ~S~
TO A PO~ OF NON-~DIAL ~TERSEC~ON ~TH A C~
SOUTHEASTE~Y, AND ~VING A ~IUS OF 300.00 FEE
CURVE BE~S SOU~ 11°18'05" EAST FROM ~S PO~;
CURVE, COl
'HERi, Y, AL(
", AN ARC D]
)NG THE ARC OF
STANCE OF 481.83
E NORTH 13°92'47. WEST,
OINT OF BE(HNNING OF THE
'ATURE WITI~I A CURVE,
)F 4.00 FEET;[ THENCE
mOUGH A qENTRAL ANGLE OF
)F TANGEN(~Y WITH A LINE;
STANCE OF ~,253.56 FE~oT,;' ,,
EET; THENCI~ SOUTH 89 59 59
J~v,,.vu~ WTH A CUUV~.
00 F~T; m~NC~ Wr. SVm. Y.
: A~L~ OF ~,-°~S'4V. AN AUC
.~V~RS~.CV~( N WITH A L~
5'49" ~AST F ~OM V. IS POInt);
LET; THENC i SO.U.rtt 19o29,57"
0'51" WEST,
E OF 472.34
',NCE NOR'Itt
;T, A DISTAl',
:ET; THENCE
53" WEST, A
g OF 35.23 FE
~CE SOUTH
A DISTAN(
',VE, CONCA
T (THE R~D
THENCE SC
k. DISTANCE OF
'LET; THENCE
00°00'00'' WF_,ST,'A
'CE OF 85.88 FEET;
NORTH 00°14'07.
DISTANCE OF
ET; TI-IF_,NCE
I-4°33'37'' EAST; A
E OF 833.93 FEET,
/E
LIS POINT OF SAID
JTHWESTEtLI..,Y,
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 7 ~°44'50", AN ARC
DISTANCE OF 412.32 FEET, TO A POINT OF RADIAL INTER gECTION WI'['H A LINE; .
THENCE SOUTH 89°57'05".WEST, A DISTANCE OF 4,508.27 :EET; THENCE NORTH
1~°...0_0'!_5." WEST, A DISTANCE OF 2,492.64 FEET; THEN'CE N()RTH 89°59'4tS'' EAST A .
;STANCE OF 24,7.81 FEET, TO THE POINT OF CURVATURE WZTH A CURVE, C~)CAVE
SOUTHERLY, AND HAVING A RADIUS OF 178.00 FEET; THENCE EASTI~RLY ALONG Tt-IE
_A3~ O_F_SAID CURVE THROUGH A CENTRAL ANGLE 6F-~-5'14", AN RC ~)ISTANCE OF
/0.69 FEET, TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 7°15'01'' EAST,
LAWSON, NOBLE &WEBB,. INC.
LB# 6674
CONSULTING ENGINEERS, LAND PLANNERS, SURVEYORS
590 NW PEACOCK BLVD, SUITE 9,'PORT STi LUCIE, FLORIDA
PHONE (561) 878-1700
CURVE, CONCAVE SOUTHWESTERLY, AND HAVING A RADIUS OF 1 920.49 FEET;
THENCE SOUTHEASTERLy, ALONG THE ARC OF SAID CURVE THRC UGH A CENTRAL
ANGLE OF 05°06'57", AN ARC DISTANCE OF 171.48 FEET~ TO A POINT OF NON-RADIAL
INTERSECTION WITH A LINE (THE RADIUS POINT OF SAID CURVE t IEARS SOUTH
27°51'57" WEST FROM THIS POINT); THENCE NORTH 28°35'46'' EAST t ~LONG SAID LINE, A
. DISTANCE OP 126.07 FEET; THENCE SOUTH 57°54'11" EAST, A DISTAI~CE OF 487.55 FEET,
TO THE POINT OF. CURVATURE WITH A CURVE, CONCAVE NORTHE] U_,Y, AND HAVING
A RADIUS OF 960.00 FEET; THENCE EASTERLY, ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 43°11'52", AN ARC DISTANCE OF ?i!3.79 FEET, TO A
POINT OF TANGENCY WITH A LINE; THENCE NORTH 78"53'57" EAST, ALONG SAID LINE
A DI§TANCE OF 122.41 FEET, TO A POINT OF NON-RADIAL INTERSEC TION WITH A -~'
CURVE, CONCAVE SOUTHERLY, AND HAVING A RADIUS OF 1 ~864.29 FEET (THE RADIUS '--
POINT OF SAID CURVE BEARS SOUTH 11 °33'47" EAST FROM THIS PO] NT); THENCE
EASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTR2~ ANGLE OF
I0°42'24'', AN ARC DISTANCE OF 348.37 FEET, TO A POINT OF COMPO1 JND CURVATURE
WITH A CURVE, CONCAVE SOUTHERLY, AND HAVING A RADIUS OF 2,649.48 FEET;
THENCE EASTERLY, ALONG THE ARC OF SAID CURVE THROUGH A (.~ENTRAL ANGLE
OF 01 °33'23", AN ARC 'DISTANCE OF 71.98 FEET, TO A POiNT OF NON-/ LA_DIAL '
INTERSECTION WITH A LINE (THE RADIUS POINT OF SAID CURVE Bi ~ARS SOUTH c~ -
00042'00" WEST FROM THIS POINT); THENCE NORTH 00°07'32'' EAST, ~. DISTANCE OF 8.74 m
FEET,. TO THE POINT OF CURVATURE WITH A CURVE, CONCAVE WE;~TERLY, AND ~
HAVING A RADIUS OF 120.00 FEET; THENCE NORTHERLY, ALONG TIlE ARC OF SAID ~
cURVE THROUGH A CENTRAL ANGLE OF 26°06'27'', AN ARC DISTAN( ',E OF 54.68 FEET, ~
TO A POINT OF TANGENCY WITH A LINE; THENCE NORTH 25°58'55" ¥ tEST, ALONG SAID -o
LINE A DISTANCE OF 213.43 FEET, TO THE POINT OF cuRVATURE WI'FH A CURVE, ~
CONCAVE EASTERLY, AND HAVING A RADIUS OF 380.00 FEET; THEb'CE NORTHERLY, ~
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF ' 3o12,15,,, AN ARC ~"
DISTANCE OF 352.86 FEET, TO A POINT OF NON-RADIAL iNTERSECTI()N WITH A LINE o
'(THE RADIUS POINT OF SAID CURVE BEARS SOUTH 62o46,40. EAST Fl,.OM THIS POINT);
THENCE SOUTH 8 I°36'23'' EAST, ALONG SAID LINE A DISTANCE OF66.58 FEET; THENCE
NORTH 74o33'46. EAST, A DISTANCE OF 84.83 FEET; THENCE NORTH 0. i°28'36'' EAST, A
DISTANCE OF 93.42 FEET; THENCE NORTH 13°36'12" WEST, A DISTANCE OF 148.52 FEET;
THENCE NORTH 04°31 '12" WEST, A DISTANCE OF 121.23 FEET; THENCt NORTH 56°31'08"
EAST, A DISTANCE OF 413.01 FEET, TO A POINT OF NON-RADIAL INTERSECTION_WITH A ' '-
co c^v .o0 ...
RADIUS POINT OF SAID CURVE BEARS NORTH 48 06 40' WEST FROM 5'HIS POINT); '
THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE THROU 3H A CENTRAL
ANGLE OF 37000:29'', AN ARC DISTANCE OF 161.48 FEET, ~I'O A POINT O? REVERSE
CURVATURE WITH A CURVE, CONCAVE SOUTHEASTERI_ Y, HAVING ~ RADIUS OF
250.00 FEET; THENCE NORTI+IEASTERLy, ALONG THE AR2 OF SAID C1 IRVE THROUGH A
CENTRAL ANGLE OF 4000?'09'', AN ARC DISTANCE OF 1 ?5 05 FEET, TO t POINT OF
TANGENCY WITH A LINE; THENCE NORTH 45000'00'' EAS~i ~, ALONG SAI D LINE A
I
'JOB NO.: B589 BY: JDM CHECKED: GRB F.B.: rl/A PG.: Ntl~ SHEET 3 OF 8
I ;
LAWSON, NOBLE &WEBB, INC.
LB# 6674
CONSULTING ENGINEERS, LAND PLANNERS, SURVEYORS
·590 NW PEACOCK BLVD, SUITE 9,'PORT ST. LUCIE, FLORIDA
PHONE (561) 878-1700
DISTANCE OF 1,130.54 FEET; THENCE NORTH 45°00'00'' WEST, A DISTANCE OF 384.99
FEET; THENCE NORTH 45000'00" EAST, A DISTANCE OF 100.00 FEET; 'FHENCE SOUTH
45000'00'' EAST, A DISTANCE OF 115.12 FEET; THENCE NORTH 77028'34'' EAST, A
DISTANCE OF 85.31 FEET, TO THE POINt OF CURVATURE WITH A C[IRVE, CONCAVE
SOUTHERLY, AND HAVING A RADIUS OF 925.00 FEET; THENCE FAS rERLY, ALONG THE
ARC OF SAID~ CURVE THROUGH A CENTRAL ANGLE OF[ 32°13'29'', Ab ARC DISTANCE OF
520.24 FEET, TO A POINt OF REVERSE CURVATURE WI~H A CURVE, CONCAVE
NORTHERLY, HAVING A RADIUS OF 420.00 FEET; TH~N ,CE,,EASTERL Y, ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33 01 35, AN AR(I DISTANCE OF
242.10 FEET, TO A POINt OF COMPOUND CURVATURE WITH A CUR¥ E, CONCAVE
NORTHWESTERLY, AND HAVING A RADIUS OF 2,766.70 FEET; THEN 2E EASTERLY,
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10°04'04'', AN ARC
DISTANCE OF 486.15 FEET, TO A POINT OF REVERSE cURVATURE W TH A CURVE,
CONCAVE SOUTHERLY, HAVING A RADIUS OF 346.92 FEET; THENC! EASTERLY,
ALONG THE ARC OF SAID CURVE THROUGH A.CENTRAL ANGLE OF 62°00'28'', AN ARC
DISTANCE OF 375.45 FEET, TO'A POINT OF TANGENCY WITH A LINE; THENCE SOUTH
51o23'09'' EAST, ALONG SAID LINE A DISTANCE OF 430.1~i FEET, TO TItE POINT OF
CURVATURE WITH A CURVE, CONCAVE SOUTHWESTEF J_,Y, AND HA VING A RADIUS OF
1,025.00 FEET; THENCE SOUTHEASTERLy, ALONG THE ~ iRC OF SAID CURVE THROUGH
A CENTRAL ANGLE OF 12°4~'26'', AN ARC DISTANCE OF '~27.92 FEET, FO A POINT OF
· NON-RADIAL INTERSECTION WITH A LINE (THE RADIUS PO~l~ot ~F,,S AID CURVE BEARS
·
SOUTH 51021'17" WEST FROM THIS POINT); THENCE SOUTH 52 45 09· i~EST, A DISTANCE
OF 50.02 FEET, TO A POINT OF NON-RADIAL INTERSECTION WITH A (.'URVE, CONCAVE
WESTERLy, AND HAVING A RADIUS OF 975.00 FEET (THE RADIUS PO INT OF SAID
CURVE BEARS SOUTH 51 oi 6,59,, WEST FROM THIS POINT); THENCE S()UTHERLy,
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAl, ANGLE OF ;8°43'01", AN ARC
DISTANCE OF 658.84 FEET, TO A POINT OF TANGENCY WITH A LINE; ['HENCE SOUTH
00°00'00" EAST, ALONG SAID LINE A DISTANCE OF 456.86 FEET; THEN 2E NORTH
90o00'00'' EAST, A DISTANCE OF 1,278.80 FEET, TO THE PGINT OF CUR~ rATURE WITH A
CURVE, CONCAVE SOUTHWESTERLy, AND HAVING A 1L ~d3IUS OF 4.0 3 FEET; THENCE
SOUTHEASTERLy, ALONG THE ARC OF SAID CURVE TH! [OUGH A CE] qTRAL ANGLE OF
77°30'05", AN ARC DISTANCE OF 5.41 FEET, TO A POINT oF REVERSE £~URVATURE WITH
A CURVE, CONCAVE NORTHEASTERLy, HAVING A RADIUS OF 130.00 FEET; THENCE
SOUTHEASTERLy, ALONG THE ARC OF SAID CURVE THROUGH A CE1 ~TRAL ANGLE OF
52°24'42'', AN ARC DISTANCE OF 118.92 FEET, TO A POINT OF REVERS[ CURVATURE
WITH A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 58.00 FEET;
THENCE SOUTHEASTERLy, ALONG THE ARc OF SAID CERVE THROU 3H A CENTRAL
ANGLE OF 53°54'.~8'', AN ARC DIsTANcE OF 54.58 FEET, T() A POINT OF COMPOUND
CURVATURE WITH A CURVE, CONCAVE WESTERLY, ANI) HAVING A LADIUS OF 800.00
FEET ;' THENCE SOUTHERLy; ALONG THE ARC OF SAID C URVE THRO1 JGH A CENTRAL
ANGLE OF 10058'48'', AN ARCiDISTANCE OF 153.31 FEET, FO A POINT O? TANGENCY
WITH A LINE; THENCE SOUTH 00000'52'' EAST, ALONG SAID LINE A DI,'ITANCE OF 608.90
'JOB NO.: B589 BY: JDM CHECKED: GRB F.B.: ~/A PG.: N'A SHEET4 OF 8
LAWSON, NOBLE &WEBB, INC.
LB//6674
CONSULTING ENGINEERS, LAND PLANNERS, SURVEYORS
, 590 NW PEACOCK BLVD, SUITE 9, PORT STi LUCIE, FLORIDA
PHONE (561) 878-1700 ~
FEET, TO THE POINT OF CURVATURE'WITH A CURVE, ~"looNCAvE E~ STERLY, AND
HAVING A RADIUS OF 2,050.00 FEET; THENCE SOUTHERLY, ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 13°01'56", AN ARC DISTAN CE OF 466.28 FEET,
TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 13o02'47'' ~AST, ALONG SAID
LINE A DIST.ANCE OF 278.56 FEET TO THE POINT OF BEGINNING.
CONTAINING 499.87 ACRES, MORE OR LESS.
'JOB NO.: B589 BY: JDM CHECKED: GRB
F.B.: N/A
PG.: N/
SHEET 5
OF 8
Not
Included
,q~JU5
~ RU 5
WESTCHESTER
Existing Land Use
St. Lucie County',Florida
CDR LAND
USE CATAGORI:
I "~-~ I~×~+°w I ~xo-~o
129t41 I 193~2 [ 14.84I
TOTAL COD AI::jF-A:
499~7
MXD - LW~k~ ~ M~xed
Illlllllllllll F'rol:wd ~ (2(X7