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ORDINANCE 02-013
AN ORDINANCE AMENDING ORDINANCE 01-0,13 GRANTED ON
AUGUST 2~1, 2001, ESTABLISHING THE WESTCHE, ;TER COMMUNITY
DEVELOPMENT DISTRICT NO. 4, AMONG OTHI :~ MATTERS AND
AMENDING CHAPTER 1-6.5-81 OF THE CODE OF ORDINANCES OF ST.
LUClE COUNTY, FLORIDA; IN ORDER TO EXPAND THE EXTERNAL
BOUNDARIES OF THE DISTRICT AND ESTABLISH THE REVISED
BOUNDARIES OF THE DISTRICT; PROVIDING FOR CONFLICTING
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 Commissioners of St. Lucie
the testimony and evidence, including, but not limited to the
following determinations: i
On August 21, 2001, St. Lucie County g
amending Chapter 1-6.5 "Community DevE
and Compiled Laws and establishing the
District No. 4i as a community development
Statutes, and its boundaries, among other n
CDD No. 4 contain 882.44 acres of land en!
of St. Lucie County.
ranted appro
,Iopment" of ti
Nestchester
Jistrict pursua
~atters. The I:
irely within th~
The Board of Supervisors of Westchester (:
has filed with~the Board a petition for an amE
district, which petition contains the inform
Florida Statutes. The Petitioner is requesti
CDD No. 4 be expanded to 884.122 acres
:ommunity DE
,ndment of th~
]tion require,
~g that the bE
)f land.
In accordance with Section 190.046(1 )(b),R(orida Statute
hearing on March 26, 2002, after publishing notice of suct
Tribune and l~he Port St. Lucie News on Malch 15, 2002.
Ordinance 02-013
Final
Double Underline is for a
Ctr:~c Th;c, ugl-, is for de:
Jdition
etion
PROVIDING FOR
DEPARTMENT OF
PROVIDING FOR
)N ADOPTION.
.~ounty, Florida, based on
taft report, has made the
val to Ordinance 01-013
~e St. Lucie County Code
3ommunity Development
nt to Chapter 190, Florida
oundaries of Westchester
; jurisdictional boundaries
~velopment District No. 4,
community development
by Section 190.046(1),
undaries of Westchester
3, the Board held a public
hearing in the Ft. Pierce
Page 1
Print Date: 03/26/02
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(a)
(b)
(c)
(d)
The Board has considered the record of the put
set forth in Section 190.005 (I) (e), IFIorida Statul
All sllatements contained within the petition are ti
The land to be removed from the D strict does nc
initially located within the District an, the Board o
has :not previously petitioned St.
contraction of the District;'s bound~
The amendment of this district is co~
portiOns of the state comprehensiw
comprehensive plan;
Lucie Cour
ries.
lsistent with
plan and the
,lic hearing and the factors
es, and has found that:
~ue and correct;
exceed 50% of the acres
Supervisors of the District
~ty for the expansion or
~11 applicable elements and
effective local government
ufficient size, is sufficiently
;Iopable as one functional
(e) The area of land within the proposed district is of~
compact, and is sufficiently contiguous to be de~
interrelated community;
(e) The district is the best alternative available for
development services and facilitiesto the area
district;
(f) The Community development serviCes and facil :ies for the district will be
compatible with the capacity and Uses of the ( dsting local and regional
community development services and facilities; a id,
(g) The area that will be served by the dlistrict fOllowir ~ contraction is amenable
to seParate special district government.
NOW, THEREFORE, BE IT ORDAINED by the Board of Couhty Commissioners of St.
Lucie County, Florida: ' /
PART A. GRANT OF PETITION; AMENDMENT TO ORDINANCE 01-013 TO
ESTAJBLISH NEW EXTERNAL BOUNDARIES G F '~HE DISTRICT.
Part A of Ordinance 01-013 is hereby amended to expand the External boundaries of the
District by deleting Exhibit A to Ordinance 01-013 ir its entirety a~ld replacing it with Exhibit
A attached hereto.~ Accordingly, Section 1-6.~ .81 of the ;ode of Compiled Laws
establishing the boundaries of the District is here[ amended s( that references therein to
Exhibit "A" shall mean Exhibit A attached hereto.
Double Underline is for ~ ddition
Ctr~k~ Thrc,~;gh is for ds letion
Ordinance 02-013
Final
delivering the community
:hat will be served by the
Page 2
Print Date: 03/26/02
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PART B. CONFLICTING PROVISIONS.
Special acts of the Florida legislature applicable (~nly to uninco~'porated areas of St. Lucie
County, County ordinances, and County resolutions, or parts !hereof, in conflict with this
ordinance are hereby superseded by this ordinaqce to the exttnt of such conflict.
PART C. SEVERABILITY. ' |
If any portion of this ordinance is for any raason
inoperative, or void, such holding shall not affect
If this ordinance or any provision thereof shall b.
property, or circumstance, such holding shall not a
property, or circurnlstance.
PART D. APPLICABILITY OF ORDINANCE
This ordinance shall be applicable throughout St.
held or declaled to be unconstitutional,
he remaining portions of this ordinance.
; held to be i~r~applicable to any person,
ffect its applicability to any other person,
PART E. FILING WITH THE DEPARTMENT
The Clerk be and iS hereby directed forthwith to sl
the Bureau of Administrative Code and Law,.
Tallahassee, Florida 32304.
PART F. EFFECTIVE DATE.
This ordinance shall take effect upon filing with the Departmenl of State.
PART G. ADOPTION. i ~
After motion and secondl the vote on this ordinance was as fol,l~ws:
Chairwoman Doug Coward
Vice-Chairman Cliff Barnes
Commissioner Frannie Hutchinson
Commissioner Paula A. Lewis
Lucie County~'s jurisdiction.
OF STATE.
,~nd a certifiec copy of this ordinance to
Departmen of State, The Capitol,
rldition
etion
Ordinance 02-013
Final
Double Underline is for a
$',r:kc Th;c.::,,.,.3:-, is for de
AYE
AYE
ABSENT
AYE
Page 3
PAnt Date:03/26/02
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Commissioner John D. Bruhn
PART H. CODIFICATION.
Provisions of this ordinance shall be incorp(
Development Code, and the word "ordinance" rr
other appropriate Word, and the sections of this
lettered to accomplish such intention; provided, h,
be codified.
PASSED AND DULY ADOPTED This 26"
BOARD
ST. LUC
BY
,rated in the
ay be change
ordinance m
~wever, that
Day of Mar(
OF COUNT'
AYE
St. Lucie County Land
~d to "section", "article", or
ay be re-numbered or re-
'arts B through H shall not
2002.
COMMISSlONER,,~, "i; .
Al)PROVED A~ TO FORM
AI~ID CORREC1TNESS:
dount:~
hf
H:\WP\Petitions\BCC\Finished.2002\Westchester4.CDD\Westches
Ordinance 02-013
Final
Double Underline is for a
Cfr:kc Thrc,~,..5Y, is for de
:er4ORD
rldition
etlon
Page 4
Print Date: 03/26/02
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Exhi
A
Legal DescriPtion 0f t.he
Westchester Co. mmun~ty
DeVelopment D,str ct #4
Ordinance 02-013
Final
Double Underline is for a
St;",k~ T,";,;-c,~gh is for de
Jdition
etion
Page 5
Print Date: 03/26/02
LAWSON, NOBLE &WEBB, INC.
LB# 6674
CONSULTING ENGINEERS, LAND PLANNER!S, SURVEYORS
590 NW PEACOCK BLVD, SUITE 9, PORT ST~ LUCIE, FLORIDA
PHONE (561) 878-1700
CDD-4
A. PARCEL OF LAND LYING IN SECTIONS 4, 5, 8, 9 & 10 TOWNSHIP 37 ~OUTH, RANGE 39
EAST AND IN, SECTION 33, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST~ LUCIE COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE INTERSECTION OF THE CENTERLINE OF GATLII) BOULEVARD
(ALSO BEING THE NORTH LINE OF SECTION 15, TOWNS]tIP 37 SOUTI-[, RANGE 39 EAST)
AND THE WESTERLY LIMITS OF GATLIN BOULEVARD 1~ IGHT-OF-WA iY AND THE
WESTERLY LIMITS OF THOSE LANDS DESCRIBED IN AN ORDER OF 'I'AKING DATED
JULY .4, 1979 AND RECORDI1D IN OFFICIAL RECORDS BO OK 311, PAG] ~.S 2946 THROUGH ~-
2952, INCLUSIVE PUBLIC RECORDS OF SAID ST. LUCIE COUNTY AND AS SHOWN ON
ROAD NO. 9 (I-95), SECTION 94p01 - 2412, DATED 00/02/77, WITH LAST :?,EVISION OF
09/11/79 (THE ABOVE DESCRIBED WaS~Y LIMITS OF, GA'II,IN BOt rLEVARD BEAR
S~Oo~,T,,H ,0,0°'01'45" WEST AND ALL BEARINGS ARE RELATIVE THERETO); THENCE SOUTH
89 57 05 .WEST, A DISTANCE OF 737.09 FEET; THENCE N('R. TIt 00°02'S~'' mST, A '
DISTANCE OF 100.00 FEET, TO A POINT OF RADIAL INTEl[SECTION wiTH ^ CURVE,
co, c^v y, ^ w,us 2s.00
NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TH.I. OUGH A CE N'TRAL ANGLE OF
· 89°38'04", AN ARC DISTANCE OF 39.11 FEET, TO A POINT,)F REVERSE CURVATURE
WITH A CURVE, CONCAVE EASTERLY, HAVING A RADII_'S OF 781.00 I:EET; THENCE
34°34243'', AN ARC DISTANCE OF 471.34 FEET, TO A POINT OF TANGEN' :Y WITH A LINE;
THENCE NORTH 34o53'43'' EAST, ALONG SAID LINE A DIS FANCE OF 2~1.45 FEET, TO THE
}'om OF CU~V^TUaU mm ^ cu-r~v~, CONC^V~ W~ST ~',', AND H~VrNO ^ P, AmUS
I'RAL ANGLE OF 4 1 44" AN AR
REV ..-, ,F 4...q~ , C DI.BT--PrIq'CE OF 50.31 FEET, TO .t. POINT OF
NOTE THIS IS NOT \ SKETCH OF SURVEY, BUT ONLY
PROFESSIONAL SURVEYOR AND MAPPER A GR~kPHIC DEPICII{)N OF THE DESCRIPTION $HO9~N -
STATE OF FLORIDA REG.'NO. 4981 HERE~)N. THERE HA:5 BEEN NO FIELD WORK, VIEWING
DATE: [ - '~ c, '_;o ?_ OF TI- E SUBJECT PR~)PEFITY, OR MONUMENTS SET
i CONNECTION WITH THE PREPARATION OF THIS
INFOF MATION SHO¥1N HEREON. -
REVISIONS-UPDATES DATI~ BY CK'D
NOTE: LANDS ;HOWN HEREON WERE NOT
ABST IACTED FO :1 RIGHT-OF-WAY AND/OR
! EASE[~IENIS OF RE&)RD.
',JOB NO.: 8589 BY: ./DM CHECKED: Gl:lB F.B.: gl/A PG.: NI~ SHleET I OF 9
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
RADIUS OF 130.00 FEET; THENCE NORTHEASTERLY, A
THROUGH A CENTRAL ANGLE OF 90°41'07", AN ARC DI
POINT OF REVERSE CURVATURE WITH A CURVE, CON~
HAVING A RADIUS OF 58.00 FEET; THENCE NORTHEAI
SAID CURVE THROUGH A CENTRAL ANGLE OF 54°25'2
FEET, TO A POINT OF COMPOUND CURVATURE WITH ~
AND HAVING A RADIUS OF 800.00 FEET; THENCE NOR3
5ONG THE A
gTANCE OF:
2AVE NORT~
TERLY, ALC
", AN ARC DI
· CURVE, CO/
'HERLY, ALC
SAID CURVE THROUGH A CENTRAL ANGLE OF 34°30'32", AN ARC DI
FEET, TO A POINT OF TANGENCY WITH A LINE; THENCE NORTH 13°~
DISTANCE OF 337.09 FEET, TO THE POINT OF CURVATURE WITH A C
EASTERLY, AND HAVING A RADIUS OF 2,050.00 FEET; THENCE NOR'
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13°01'56
DISTANCE OF 466.28 FEET, TO A POINT OF TANGENCY WITH A LINE;
00o00'52'. WEST, ALONG SAID LINE A DISTANCE OF 608 ~
CURVATURE WITH A CURVE, CONCAVE WESTERLY, ~
FEET; THENCE NORTHERLY, I~LONG THE ARC OF SAID
ANGLE OF 10°58'48'', AN ARC DISTANCE OF 153.31· FEET,
CURVATURE WITH A CURVE, CONCAVE SOUTHWESTE~
58.00 FEET'; THENCE NORTHWESTERLy, ALONG THE AI~
CENTRAL ANGLE OF 53054'58'', AN ARC DISTANCE OF 54
REVERSE CURVATURE WITH A CURVE, CONCAVE NORTI-IEASTERL~/, HAVING A
RADIUS OF 130.00 FEET; THENCE NORTHWESTERLy, AIJONG THE A] C OF SAID CURVE
_T_H_ROUGH A CENTRAL ANGLE OF 52°24'42'', AN ARC DISTANCE OF 1 ~.92 FEET, TO
F CURV^ U V r. ^ CUaW., CO C W. sourm ^'
/ESTERLY,
S VlN(~ A RADIUS OF 4.00 FEET; THENCE NORTHWESTERLy, ALONtl THE ARC OF
__AID-CURVE THROUGH A CENTRAL ANGLE OF 77°30'05"~ AN ARC DIS rANCE OF 5.41
FEET, TO A POINT OF TANGENCY WITH A LINE; THENCE]NORTH 90°0~)'00" WEST,
ALONG SAID LINE A DISTANCE OF 1,278.80 FEET; THENCE NORTH 00°~)0'00'' EAST, A
'DISTANCE OF 456.86 FEET, TO THE POINT OF cURVATURiE WITH A CURVE, CONCAVE
WESTERLY, AND HAVING A RADIUS OF 975.00 FEET; THENCE NORTHERLY, ALONG
'THE }~u_'~_oV 658.84 FEET, TO A POINT OF NON-RADIAL INTERSECTION WITH A LINE
( Iq. ADIUS PO ~I~o' ~F ~,~. n CURVE BEARS SOUTH 51°16'59" WEST FROM THIS POINT);
THENCE NORTH 52 45 09 EAST, A DISTANCE OF 50.02 FEET TO THE .POINT OF
_BEGINNING OF THE HEREIN DESCRIBED PARCEL, AND A[POINT OF N(bN-RADIAL
FRO~ T~''2Z -2' R.~ius POINT OF SAID'CURVE BEARS SOUTH ~1o21,17,, WEST
__ ra~ t'utb{ 1'); THENCE NORTHWEST,,ERLy, ALONG THE ARC OF SAID CURVE
_TI~I_ ROUGH A CENTRAL ANGLE OF 12°44'26, AN ARC DISTANCE OF 227[92 FEET, TO A
~A L~ISTANCE OF 430.16 FEET, TO THE pOINT OF CURVATURE WiTH A C~JRVE, CONCAVE
0
lC OF SAID CURVE
05.76 FEET, TO A
[WESTERLY,
qG THE ARC OF
STANCE OF 55.09
~CAVE WESTERLY,
NG THE ARC OF
gTANCE OF 481.83
)2'47" WEST, A
URVE, CONCAVE
FHERLY, ALONG
', ANARC
THENCE NORTH
0 FEET, TO T HE POINT OF
ID HAVING 2~. RADIUS OF 800.00
CURVE THROUGH A CENTRAL
TO A POINT OF COMPOUND
l.y, AND HA~rING A RADIUS OF
.C OF SAID C[JRVE THROUGH A
.58 FEET, TO~ POINT OF
LAWSON, NOBLE &WEBB, INC.
LB# 6674
CONSULTING ENGINEERS, LAND LANNERS, SURVEYORS
,590 NW PEACOCK BLVD, SUITE 9, PORT ST. LUCIE, FLORIDA
'... PHONE (561) 87B-1700
i
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGEE OF 62°00'28 ", AN ARC
DISTANCE OF 375.45 FEET, TO A POINT OF REVERSE CURVATURE WITH A CURVE,
CONCAVE NORTHERLY, HAVING A RADIUS OF 2,766.70 FEET; THEN 2E WESTERLY,
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 COMPOUND 12URVATURE WITH A CURVE,
CONCAVE NORTHERLY, AND HAVING A RADIUS OF 42{t.00 FEET; TI~ ENCE WESTERLY,
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'35'', AN ARC
DISTANCE OF 242.10 FEET, TO A POINT OF REVERSE cuRvATURE WJ TH A CURVE,
CONCAVE SOUTHERLY, HAVING A RADIUS OF 925.00 Ft iET; THENC[ WESTERLY,
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°13'29", AN ARC
DISTANCE OF 520.24 FEET, TO A POINT OF TANGENCY ¥ rlTH A LINE; THENCE SOUTH -,
77028'34" WEST, ALONG SAID LINE A DISTANCE OF 85.31 FEET; THEN ~E NORTH 45000'00''
WEST, A DISTANCE OF 1 I5.12 FEET; THENCE SOUTH 45°I~0'00'' WEST, ~ DISTANCE OF
100.00 FEET; THENCE SOUTH 45000'00'' EAST, A DISTANCE OF 384.99 F EET; THENCE
SOUTH 45000'00'' WEST, A DISTANCE OF 1,130.54 FEET TC~ THE POINT )F CURVATURE
WITH A CURVE, CONCAVE SOUTHEASTERLy, AND HAVING A RADIL'S OF 250.00 FEET;
THENCE SOUTHWESTERLy, ALONG THE ARC OF SAID (~IRVE THRU1JGH A CENTRAL
'ANGLE OF 40007'09'', AN ARC DISTANCE OF 175.05 FEET, TO A POINT ()F REVERSE
CURVATURE WITH A CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF
250.00 FEET; THENCE SOUTHWESTERLy, ALONG THE ARc OF SAID £ URVE THROUGH A
CENTRAL ANGLE OF 37°00'29'', AN ARC DISTANCE OF 161...48 FEET, TO A POINT OF NON-
RADIAL INTERSECTION WITH A LINE (THE RADIUS- POll IT OF. SAID C URVE BEARs
NORTH 48006'40" WEST FROM THIS POINT); THENCE SOU FI-I 56'~31 '08" HEST, A
DISTANCE OF 413.01 FEET; THENCE SOUTH 04°31'12" EAS T, A DISTAN~ 2E OF 121.23 FEET;
THENCE SOUTH 13o36,12" EAST, A DISTANCE OF 148.52 FI:,ET; THENCE SOUTH 05028,36''
WEST, A DISTANCE OF 93.42 FEET; THENCE SOUTH 74°33 46" WEST, A DISTANCE OF
84.83 FEET; THENCE NORTH 81036'23'' WEST, A DISTANCE OF 66.58 FEINT, TO A POINT OF
·
NON-RADIAL INTERSECTION WITH A CURVE, CONCAVE EASTERLY, ~ kND HAVING A
'RADIUS OF 380.00 FEET (THE RADIUS POINT OF SAID cURVE BEARS S OUTH 62046'40''
EAST FROM THIS POINT); THENCE SOUTHERLY, ALONG THE ARC OF ]AID CURVE
THROUGH A CENTRAL ANGLE OF 53°12'15'', AN ARC DIS'I ANCE OF 352.86 FEET, TO A
POINT OF TANGENCY WITH A LINE; THENCE SOUTH 25058'55.' EAST, ALONG SAID LINE
A DISTANCE OF 213.43 FEET, TO THE POINT OF CURVATE RE WITH A £ ',URVE, CONCAVE
WESTERLY, AND HAVING A RADIUS OF 120.00 FEET; THI:NCE SOUTH]~RLY; ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 26006'27'', AN ARC
DISTANCE OF 54.68 FEET, TO A POINT OF TANGENCY WI2'H A LINE; TS [ENCE SOUTH
00007'32'' WEST, ALONG SAID LINE A DISTANCE OF 8.74 FIiET, TO A'PQ2qT OF NON-
RADIAL INTERSECTION WITH A cURvE, CONCAVE SOUT.~ERLY, AND HAVING A
RADIUS OF 2,649.48 FEET (THE RADIUS POINT OF SAID CE RVE BEARS ~OUTH 00042'00''
WEST FROM THIS POINT); THENCE WESTERLY, ALONG TI tE ARC OF S~ kiD CURVE
THROUGH A CENTRAL ANGLE OF 01033'23'', AN ARC DIST, tNCE OF 71 .r, 8 FEET, TO A
POINT OF COMPOUND CURVATURE WITH A CURVE, CON~ 2AVE SOUTI~ iERLY, AND
'JOB giO.: B§89 BY: JDM CHEGKED: ~RB F.B.: gilA PG.: N/~ SHEET 3 OF 9
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
HAVING A RADIUS OF 1,864.29 FEET; THENCE WESTERLY, ALONG I'HE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 10°42'24", ANIARC DISTAIX CE OF 348.37 FEET,
TO A POINT OF NON-RADIAL INTERSECTION WITH A LINE (THE RADIUS POINT OF SAID
CURVE BEARS SOUTH 11°33'47'' EAST FROM THIS POINT); THENCE S 3UTH 78°53'57,,
WEST, A DISTANCE OF 122,41 FEET, TO THE POINT OF CURVATUR ~TH A CURVE,
CONCAVE NORTHERLY, AND HAVING A RADIUS OF 960.00 FEET; TIIENCE WESTERLY,
ALONG THE ARC OF SAID CURVE THROUGH A CENTtLaL ANGLE OF 43°11'52", AN ARC
DISTANCE OF 723.79 FEET, TO A POINT OF TANGENCY I VITH A LINE: THENCE NORTH
57°54'11" WEST, ALONG 8AID LINE A DISTANCE OF 487.:;5 FEET; THE ~ICE 8OUTH
28°35'46" WEST, A DISTANCE OF 126.07 FEET, TO A POIN'F OF NON-Raa DIAL
INTERSECTION WITH A CURVE, CONCAVE SOUTHWES~'ERLy, AND LAVING A RADIUS
OF 1,920.49 FEET (THE RADIUS POINT OF SAID CURVE B EARS SOUTH 27051'57" WEST
FROM. THIS POINT); THENCE NORTHWESTERLy, ALONG THE ARC O] SAID CURVE
THROUGH A CENTRAL ANGLE OF 05°06'57'', AN ARC DISTANCE OF 1 '1.48 FEET, TO A
POINT OF TANGENCY WITH A LINE; THENCE NORTH 67~'15'01'' WEST. ALONG SAID LINE
A DISTANCE OF 214.49 FEET, TO THE POINT OF CURVATURE WITH A CURVE, CONCAVE
SOUTHERLy, AND HAVING A RADIUS OF 178.00 FEET; THENCE WESt['ERLy, ALONG
THE ARC OF SAID CURVE THROUGH A CENTRakL ANGLE OF 22°45'14', AN ARC
DISTANCE OF 70.69 FEET, TO A POINT OF TANGENCY WITH A LINE; 'I HENCE SOUTH
89059'45" WEST, ALONG SAID LINE A DISTANCE OF 247.81 FEET; THE~ ICE NORTH
00°00'15" WEST, A DISTANCE OF 3,879.07 FEET; THENCE I~IORTH 74°07'42" EAST, A
DISTANCE OF 1,181.39 FEET; THENCE NORTH 02°40'30" WEST, A. DISTt ,NCE OF 853.63
FEET; THENCE NORTH 03034'36" EAST, A DISTANCE OF 264.67 FEET; T.3ENCE NORTH.
11°39'14" EAST, A DISTANC]! OF 299.59 FEET; THENCE NORTH 05052'55, EAST, A
DISTANCE OF 655.21 FEET; THENCE NORTH 13°31'07" EAST, A DISTANCE OF 474.82 FEET;
THENCE NORTH 74°14'30" EAST, A DISTANCE OF 2,525.46 F,t, ,E~ ~I THEN(.'E NORTH 76°04'00"
EAST, A DISTANCE OF 1,244.50 FEET; THENCE NORTH 65ql 1 40 -EAST,
A DISTANCE OF
178.59 FEET; THENCE NORTH 59006'39" EAST, A DISTANCI ~ OF 424.13 FI ~ET; THENCE
NORTH 73o43,15" EAST, A DISTANCE OF 14.12 FEET; THElX'CE SOUTH '5~ P55'52" EAST, A
DISTANCE OF 7.43 FEET; THENCE NORTH 56°01'38" EAST, A DISTANCl: OF 31.64 FEET;
THENCE NORTH 33 °56'01" EAST, A DISTANCE' OF 30.15 FEi ET; THENCE qORTH 54°34' 18"
EAST, A DISTANCE OF 298.73 FEET; THENCE NORTH 85°5:;'58" EAST, A DISTANCE OF
132.02 FEET; THENCE NORTH 70°54'26" EAST, A DISTANCE OF 143.67 FI!ET; THENCE
NORTH 56°25'29,., EAST, A DISTANCE OF 121.35 FEET; THENCE NORTH ;6°21'07" EAST, A
DISTANCE OF 557.84 FEET TO A POINT IN THE NORTHER] ',Y EXTENSIC N OF THE
EASTERLY LINE OF SAID SECTION 4; THENCE SOUTH 00° ~5'12,, WEST, ALONG SAID
EXTENSION AND ALONG THE EAST LINE OF SAID SECTI( )N 4, A DIST,~/NCE OF 3,104.48
FEET; THENCE CONTINUING ALONG THE EAST LINE OF ~c AID SECTIO1 ] 4, SOUTH
00°36'27'' WEST, A~ DISTANCE! OF 2,651.97 FEET; THENCE Di {PARTING S~ dD SECTION
LINE, SOUTH 60°47'35,, WESTi A DISTANCE OF 146.85 FEE'[ THENCE SGUTH 16o16'02''
WEST, A DISTANCE OF 171.26 FEET, TO A POINT OF NON-i LADIAL INTE RSECTION WITH
A CURVE, CONCAVE SOUTHWEsTERLy, AND HAVING A LADIUS OF 6~)2.61 FEET (THE
'JOB NO.: B589 BY: JDM CHECKED: GRB F.B.: ~I/A PG.: N'A SHEET 40F 9
LAWSON, NOBLE 8
LB# 667
CONSULTING ENGINEERS, LAND
590 NW PEACOCK BLVD, SUITE 9,
.,,. PHONE (561) 87
RADIUS POINT OF SAID CURVE BEARS SOUTH 16°16'04' ~S~ FRoM THIS POINT);
THENCE SOUTHEASTERLY, AnONO THE ARC OF SAID
:URVE THRO~JGH A CENTRAL
ANGLE OF 52°10'10'', AN ARC DISTANCE OF 548.69 FEE3 TO A POINTIOF COMPOUND
CURVATURE WITH A CURVE, CONCAVE NORTHWESTI RLY, AND H~VING A RADIUS OF
4.00 FEET; THENCE SO~T~W~,, STERLY, ALONG THE ARC OF SAID C~/RVE THROUGH A
CENTRAL AlqGLE OF 99 48 52, AN ARC DISTANCE OF 6.~7 FEET, TO ~k POINt OF
TANGENCY WITH A LINE; THENCE SOUTH 78°15'06'' WE~T, ALONG'SAID LINE A'
DISTANCE OF 907.21 FEET; THENCE SOUTH 52°45'09'' WI~ST, A DISTANCE OF 345 13 FEET
TO THE POINT OF BEGINNING. F "~ '
CONTAINING 884.12 ACRES, MORE OR LESS.
/VEBB, INC.
PLANNERS, SURVEYORS
PORT ST, LUCIE, FLORIDA
8-1700
'JOB NO.: B589 BY: JDM CHECKED: GRB
lA PG.: N/A SHEET 5 OF 9
Not
Included
klXI ) Ijl----~-~ C~Jia_Ex
I'k ' '
II ~ AG-5, i RU-5
WESTCHE
Existing Lan
~TER
d Use
St. Lucie County, Florida
CDD: LANI~ USE CATAGO ~:
4 1355.4~l 48s.01l 4 .s2 I
MXD-MED. J
TOTAL COD
M
XD. ~ kllemay Mixed
L, Ise De~,~cX~ {S-g cLV~c:~
IIIIllllllllll Prot:x:)~K~ RoecJ (2(X)' ~