IB. Har.rnll	,
O"&"'fiarrell	1·
S. Federal Highway, Suite 200 'lerce, FL 34950-5178	· 464-1032 Ext. 1010
NOTICE OF ESTABLISHMENT OF THE TRADITION COMMUNITY DEVELOPMENT DISTRICT No. 10

This Notice is recorded pursuant to the requirements of Section 190.0485, Florida Statutes. The Tradition Community Development· District No. 10 was established by Ordinance No. 06-102, enacted September 25, 2006, by the City Council of the City of Port St. Lucie, Florida. The legal· description of Tradition Community Development District No. 10 is attached as Exhibit A and is incorporated into this Notice.

THE TRADITION COMMUNITY DEVELOP.MENT DISTRICT No. 10 MAY
IMPOSE AND LEVY TAXES OR ASSESS.MENTS, OR BOTII TAXES AND ASSESS.MENTS, ON nns PROPERTY. THESE TAXES AND ASSESS.MENTS PAY
FOR TIIE CONSTRUCTION, OPERATION, AND MAINTENANCE COSTS OF CERTAIN PUBLIC FACILITIES AND SERVICES OF TIIE DISTRICT AND ARE SET ANNUALLY BY TIIE GOVERNING BOARD OF THE DISTRICT. THESE TAXES AND ASSESS.MENTS ARE IN ADDITION TO COUNTY AND OTHER LOCAL GOVERNMENTAL TAXES AND ASSESSMENTS AND ALL OTIIER TAXES AND ASSESSMENTS AS PROVIDED FOR BYLAW.
Dated thisUd day of 	f)J£_	, 2006,

uerary I Assistant Secretary

&.........,.  -	--	f

BOARD OF SUPERVISORS TRADITION COMMUNITY DEVELOPMENT DISTRIC'vN,o.10

l     

EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY
FILE# 294995B 10/24/2006 at 11:40 AM
OR BOOK 2685 PAGE 730 - 735 Oac Typ : NOT
RECORDING: $52,50	.

STATE OF FLORIDA COUNTY OF'.'.27, (...\)C.tE

e foregoin pis ent was acknowledged before me this Z. day of Af. , 2006, by":3ttl/\Nl..':> :ti..'._ Y¾Y\, Chairman of the Tradition Community Development District No. 10. He _){, is personally known to me, or _ has produced
 	 as identification andL"iffil),K did not take an oath.

[Notary Seal]

tt..A-•'•\'t),;

ary Public State of Florida

PrintNnmo  U..'t::,,

 	

Donlel B. Harrell

MVCOMMISS\ON# DDl86968 EXPIRES
:.ff	February 24, 2007

j

'•• "nr::rr.w-	aoNDSITH!lLITIIOYfA»IINSUWKE.Vit

My commission expires: fe-k,21/-, '+	

STATE OF FLORIDA	,,. COUNTY OF 51:; {_\)C..\ c.

instrument w115 acknowledged  before me this ,z!»f_day of£	2006,
, ,6'3h.k-tNJ., as Secretary of the Tradition Community Development
10.   He	X	is   personally   known   to   roe,   or   _	has produced
 	as identification and _L1'ffcl..k:'.'. di   ean oath.

[Notary Seal]

Np{ary Public State ofFlorida

EXHIBIT A

LEGAL DESCRIPTION

FTL:13976a0:4

A-I

-
II ARCADIS LNW
Lawson, Noble	&	Webb, Inc.
ENQINEERB	• PLANNERB	• SURVEYORS
590 NW Peacock Btvd, Sulle 9, Port SI. Lucie, FL 34986
(772) 878-1700• fax: (772) 878-1802, We_b: www.lnw-lnc.com
West Palm Beach,	Port St. Lucia  • Orla do  • Vero Beach
EB   32'/ LB .. !._
DESCRIPTION TO ACCOMPANY SKETCH
DESCRIPTION: REVISED C.D.D. NO, 10 (TRADITION)

A PARCEL OF U\ND LYING IN SECTIONS 6 AND 7, TOWNSHIP 37 SDUTH, RANGE 39 EAST. ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE MOST SOUTHERLY SOUTHEAST CORNER OF WE PLAT OF TRADITION PLAT NO. 5, RECORDED IN PLAT BOOK 42, PAGES 4, 4A THRU 41, PUBLIC RECORDS OF SAID ST, LUCIE COUNTY. FLORIDA; THENCE SOUTH 89'57'05" WEST AS A BASIS OF BEARINGS ALONG THE SOUTH LINE OF SAID TRADITION PLAT NO. 5, A DISTANCE OF 2338,72 FEET TO THE SOUTHWEST CORNER OF SAID TRADITION PLAT NO. S;THENCE NORTH 61"33'37" WEST DEPARTING SAID SOUTH LINE, A DISTANCE OF 7498,29 FEET TO THE POINT OF BEGINNING; THENCE NORTH 70'06'36. WEST, A DISTANCE OF 911.98 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 1483.38 FEET; THENCE NORTHWESTERLY, WESTERLY AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 65'26'22", AN ARC DISTANCE OF·1694,22 FEETTO A POINT OF TANGENCY WITH A LINE: THENCE SOUTH 44'27'03" WEST ALONG SAID LINE, A DISTANCE OF 822,17 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 1565,00 FEET; THENCE SOUTHWESTERLY Al.ONG ,HE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 43•27•49•, ANARC DISTANCE OF1187.19 FEET TO A POINT OF TANGENCY WITH A LINE;·THENCE SOUTH 87'54'52" WEST ALONG SAID LINE, A DISTANCE OF 689.71 FEET TO A POINT OF INTERSECTION WITH THE EAST RIGHT-OF-WAY LINE OF STATE ROAD 609; THENCE TRAVERSING SAID EAST RIGHT-OF-WAY
LINE BY THE FOLLOWING THREE (3) COURSES;

1, NORTH 02'05'08" WEST, A DISTANCE OF 2727.88 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVETO THE EAST AND HAVING A RADIUS OF 5654.50 FEET;	.
NORTHERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 0:!'06'23•, AN ARC DISTANCE OF 207,88 FEET TD A
POINT OF TANGENCY WITH A LINE;
NORTH 00'01'15" EAST ALONG SAID LINE, A DISTANCE OF 2337.97 FEET;

THENCE SOUTH 89"58'45' EAST DEPARTING SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 4700,2B FcET TO A POINT OF CUSP WITH A CURve·coNCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 58.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAIOCURVE, 'fHRU A-CENTRAL ANGLE OF 49'08'12", AN ARC DISTANCE OF 49,74 FEET TOA POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 130,00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 03'07'09", AN ARC DISTANCE OF 7.08 FEET TO A POINT OFREVERSE CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 58,00 FEET; THENCE SOUTHWESTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 48"13'54", AN ARC DISTANCE OF 46.80 FEET TO A POINT' OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 1690.00 FEET; THBNCE SOUTHERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 30'36'03", AN ARC DISATNCE OF
902.60 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 1600,00 FEET; THENCE SOUTHEASTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 33'31'35', AN ARC OISATNCE OF 936,23 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 00'41'60" WEST ALONG SAID LINE. A DISTANCE OF 1015.33 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 1590.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF18'08"36", AN ARC DISTANCE OF 503,49 FEET TO A POINT OF TANGENCY WITH A LINE;THENCE SOUTH 18'5D'26" WEST ALONG SAID LINE, A DISTANCE OF 653.78 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST ANDHAVING A RADIUS OF
58.00 FEET; THENCE SOUTHWESTERLY, SOUTHERLY AND SOUTHEASTERLY Al.ONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 44"58'21". AN ARC DISTANCE OF 45.53 FEET TO A POINT OFREVERSE CURVATURE WIYH A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 130.00 FEET: THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 05'09'32", AN ARC DISTANCE OF 11.70 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 58.00 FEET: THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A
CENT L flNGI-E QF..19,'P..Q:12•, AN AR Q!SJ"ANJ;!;, Qf 4. ,7A f ff)' TP A f'QJl!ff Qf.JWll l/lll:li J;;(;;T/.9t.l WITH AUN!,; THENCE 51ouiiH 19'5\1 4' WEl,T ALb'NG SAID LINE, A DISTANCE OF 130.00 FEET TO THE POINT OF BEGINNING,

CONTAINING 506.068ACRES. MORE OR LESS.

,TE: THIS 15 NOT A SKETCH OF SURVE'f, bu! only o grophlc depiclion
the description shown hereon. There hos been no field work, viewing or
: subjecl properly or monuments  sel in connection wilh lhe preporolion

-	- .-s:-

the information shown hereon.	·

_ REVISE BO,UNDARY 12-15-05 .iDM
•. ·'REVISE.BOUNDARY I 1-15-05 GRS
.-	..-.     .. r-.·   - ••-..
 	'\...   ,- ._	  -·1-IL-  6	

TE; Lands shown hereon were not obslrocted for righf-of-woy
end/or easements or record,

JULJANRRIS. PROFl:'.SS)O/l/AI,. SURVgYOR AND MA	, FLORIDA P-.EGISTR:A,T-I.O.=.N NO. 4731

DATE OF SlliNATURE

E  SHEETS 2  & 3  OF 3 FOR SKETCH	P•,5DD S99\b599\0VCR\.CJID\BSB'JCDDID-l.d•Q   121121'2005   U!&,.t:.lj  p   _CST  • ..	SHEET l OF 3
B No.  8589	j DRAWN: DOB	j CHECKED: GRB	jDESIGN:  ARCA I	].DATE: 8-25-oq	I

fliARCAD1S LNW
Lawson, Ne,ble &	Webb,  Inc.
ENOINEERB	• PLANNERS	SURVEYORS
590 NW Peacock Blvd, Suite 9, Po SI.Lucie, FL 34986 (772) 878-1700 • Fax! (772) 678-1802 • Web: wwwJnw-inc.com
Weal Palm Beach • Port St. Lucio • Orlando • Vero Beach
Ea 3492  I  LB .887'
SKETCH TO ACCOMPANY DESCRIPTION

UNPLAlTED

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:VISE BOUIW11'llY 11-15-05 GRB
,E SHEET 1 OF 3 FOR DESCRIPTION

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t,f&,.'16 PH [ST	SHEET 2 OF 3

'8 No.  8589	DRAWN: DOB	CHECKED: GRB	DESIGN: ARCAD!S	DA TE: B-25-04

------------,(
GI ARCADlS	LNW
Lawson,  Noble  &  Webb, Inc.
EKGINEERS	• PLANNERS	SURVEYORS
590 NW Peacock Blvd, Suile 9. Perl SI. Lucie, FL 34986
(772) 878·1700 • fax: (772) 878•1802 • Web: www.lnw-inc.com
West Palm Beach,	Port  St. Lucie  • Orlando  •  Vero Beach
ES  3492  I LS 8874
SKETCH TO ACCOMPANY DESCRIPTION
U11'!.ATTEO	I
589"5B'45"E		4700.28' tTOTALl

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·6=2'06'23" L=207,BB'
tld I	 !	;	--::=:SECTJOHU

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OF ST.ATE ROAD sag

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L=11B7.19'

LEGEND:
R	,.RADUlS
A	•OB.TA
L	• LENGTH
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SHEET 3 OF 3

lB No.  8589	DRAWN: DDB	CHECKED: GRB	DESIGN:  ARCAOIS .	DATE: B-25-04