:.Harrell
10 & Harrell •
,."Federal Highway, Suite 200
ierce, FL 34950-5178
464-1032 Ext. 1010
NOTICE OF ESTABLISHMENT OF THE TRADITION COMMUNITY DEVELOPMENT DISTRICT No. 8

This Notice is recorded pursuant to the requirements of Section 190.0485, Florida Statutes. The Tradition Community Development District No. 8 was established by Ordinance No. 06-100, 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. 8 is attached as Exln'bit A and is incorporated into this Notice.

THE TRADITION COMMUNITY DEVELOPMENT DISTRICT No. 8 MAY IMPOSE AND LEVY TAXES OR ASSESSMENTS, OR BOTH TAXES AND ASSESSMENTS, ON THIS PROPERTY. THESE TAXES AND ASSESSMENTS PAY FOR THE CONS1RUCTION, OPERATION, AND MAINTENANCE COSTS OF CERTAIN PUBLIC FACILITIBS AND SERVICES OF THE DISTRICT AND ARE SET ANNUALLY BY THE GOVERNING BOARD OF THE DISTRICT. THESE TAXES AND ASSESSMENTS ARE IN ADDITION TO COUNTY AND OTHER LOCAL GOVERNMENTAL TAXES AND ASSESSMENTS AND ALL OTHER TAXES AND ASSESSMENTS AS PROVIDED FOR BYLAW.
ated this    ;;/dayof	?bi-  ,2006.
BOARD OF SUPERVISORS 1RADITION COMMUNTIYDEVELOPMENT DISTRIC'tNP.8

EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY
FILE# 294995610124/2006al 11:40 AM
OR BOOK 2685 PAGE 714- 721 Oociype: NOT
RECORDING: $69.50

.-·--

STATE OF FLORIDA COUNTY OF 1--c\ L.I \CJ

The foregoin  s	acknowledged before·me this.:Z.Jd day of OJ, , 2006, by    i:.\. S ti•		Chairman of the Tradition Community Development District No. 8. He ){. is personally known to me, or _ has produced

 	 as identification and Ad}( did not talce an oath.

[Notary Seal]

j.,'tf'#"Jr..'n\;:,.

Daniel a Harrett

N.,0f'ary Public State of Florida

MYCOMMISSION# DD186968 EXPIRES
l!i!lb.,-;,i	Febnlarv 24, 2007
_..	BONDEO TIU:IJTRO'/ FAINIH.SUl!A.NCf, INC.

PrintNome &il,;Jlt;;L1S , L	
.	My commission expires: Q,	21;ea:;£

STATE OF FLORIDA COUNTY OF '$I, L-\)C..1IE"
1mslpm}qit }Vl!J acknowledged before me this$ 4 day of ()a:/;	2006, ·
, ,ff.3k},:;t as Sepretary of the Tradition Community Development
8.	He	X	is	personally	known	to	me,	or	_	has produced
 	 as identification and _ _9idX)did not talce an oath.

[Notary Seal]

i-.-i:)'Y"'"'1•'/lllf-j•(

Danie! 8. Hanel!

Notpry Public State ofFlorida
PriniNomc J),Az,.Aa_	 LL	

, MYCOMMISSION# 001869611 EXPIRES
,in	Febnlary 24, 2007
-.,,:t:,;, s, '	l!ONDB>111R1JTROYFAll<IHIURA!1Cla IHC
•11111\i'

My commission expires: !fib,21; l?.12):r

EXHIBIT A

LEGAL DESCRIPTION

FTL:1286304:5

A-1

ARCADIS	LNW
Lawson, Noble &	Webb, Inc.
ENGINEERS	• PLANNERS	• SURVEYORS
590NWPeacock Blvd, Suite 9, Port St, Lucie. FL 34986  (772) 87B-1700• fax: (772) 878-1802• Web: www.fnw-inc.com
Wast Palm Beach • Port St. Lucie • Orlando • Vero Beach
EB  II.sf/ LB 81174
DESCRIPTION TO ACCOMPANY SKETCH
DESCRJPTJON: REVJSED CD.□. NO. B lTRADIT!ONJ
A PARCEL OF LANO LYING IN SECTJONS 7. B, 17 AND 1B, TOWNSHIP 37 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORJDA AND BEING MORE PARTJCULARLY DESCRIBED AS FOLLOWS:

□

COMMENCE AT THE MOST SOUTHERLY SOUTHEAST CORNER OF THE PLAT OF TRADITJON 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 BASJS OF BEARINGS ALONG THE SOUTH LINE OF SAID TRADITION PLAT NO. 5, A DJSTANCE OF 233B.72 FEET TO THE SOUTHWEST CORNER OF SAID TRADITION PLAT NO. 5; THENCE SOUTH 30"39'5B" WEST DEPARTING SAID SOUTH LINE, A DISTANCE OF 4373.B3 FEET TO A POINT OF JNTERS CTION WITH THE EASTERLY PROLONGA T!ON OF THE NORTH LINE OF THAT PARCEL OF LAND DESCRIBED BY WARRANTY DEED TQ METROPOUTAt-.1LJFE INSURANCE COMPANY, RECORDED IN OFFICIAL RECORDS BOOK 477, PAGE 560, PUBLIC RECORDS Of SAID ST. LUCIE COUNTY, FLORIDA AND TO THE POINT OF BEGJNNl!'JG; THENCE NORTH 89'50'39'. WEST ALONG SAJD EASTERLY PROLONGATION OF NORTH LJNE, A DISTANCE Of 5796.26 FEET; THENCE NORTH 00'00'00" WEST DEPARTING SAID EASTERLY PROLONGATJON OF NORTH LINE, A DISTANCE OF 2635,5B FEET TO A POJNT OF. CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST ANO HAVING A RADIUS OF 1925.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 30"53'55", AN ARC DISTANCE OF 1038.12 FEET TO A PDJNT OF TANGENCY WITH A LINE; THENCE NORTH 30"53'55" EAST ALONG SAID LINE, A DISTANCE Of 920.59 FEET.TO A POINT OF CURVATUR!:: WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 158D:oo FEET: THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THAU A CENTRAL ANGLE OF 30"54'06", AN ARC DISTANCE OF 852.15 FEET TO A POJNT OF TANGENCY WITH A LINE; THENCE N0RTH 0D'D0'00" EAST ALONG SAJD LINE, A DISTANCE OF 692.24 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE'SOUTHEAST AND HAVING A RADIUS OF 1480.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAIO CURVE, THRU A CENTRAL ANGLE OF 1B•50•2s·, AN ARC ] STANCEOF 486.67 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE NORTH 1B"50'26" EAST ALONG SAID LINE, A D!S'l'ANCE 01' 931.06 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVJNG A RADIUS OF SB.CO FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLI:: OF 44"58'21", AN ARC DISTANCE OF 45;53 FEET TO A POJNT OF REVERSE CURVATURE WITH A CURVE CONCAV/:: TO THE NORTHWEST AND HAVING A RAOJIJS OF 130.00 FEET; THENCE NORTHl,;ASTl,RLY ALONG THE ARC OF SAID CURVE, THljU A CENTRAL ANGLE 0F 03"03'35", AN ARC DISTANCE OF 6,94 FEET TO A POINT OF REVERSE CURVATURE W!TH A CURVE CONCAVE TO THE SOUTHEAST AND HAV1NG A RADIUS OF 5B.fii0 FEET; THENCE NORTHEASTERLY, EASTERLY AND SOUTHEASTERLY AL()NG THE ARC OF SAID CURVE, THRU A
:ENTRAL ANGLE:OF 49"08'12", AN ARC DISTANCE OF 49.74 FEET TO A POINT OF TANGENCY WITH A LINE: THENCE SOUTH 70"06'36" EAST ,ALONG SAID LINE, A DISTANCE OF 341,35 FEET TO A POINT OF JNTER [CT!ON WITH THE WEST LINE OF THAT W0.00FOOT WID.E FLORIDA POWER &; LJGHT COMPANY EASEMENT RECORDED JN OFFICIAL RECDRPS 800K 767, PAGE 2676, PUBLIC lECORDS OF SAID ST. LUCIE COUNTY, FLORIDA; THENCE SOUTH 00"41'50" WE),T ALONG SAID WEST LINE, A DISTANGE OF 3375.40 'EET; THENCE SOUTH 00"08'1B" WEST ALONG SAJD WEST LINE, A DISTANCE OF 316.64 FEET; THENCE NORTH 31"45'23" EAST lEPARTlNG SAID WEST LINE. A DISTANCE OF 287.45 FEET; THENCE NORTH 90"00'00" EAST, A DISTANCE OF 479,11 FEET; THENCE ORTH 25"42'03" EAST, A OISTAt-.lCE OF 706.40 FEET; THENCE NORTH 55"58'12" WEST,.!', DISTANCE OF 41,35 FEET; THENCE NORTH
;4•04•09• WEST. A DISTANCE OF 36.99 FEET; THENCE NORTH 34'18'02" WEST, A DISTANCE OF 57.12 FEET; THENCE NORTH l4°5B'20" EAST, A DISTANCE OF 32.40 FEET; THENCE NOFITH 29•39•·11• EAST, A DISTANCE OF 56.90 FEET; THENCE NORTH i5"08'19" EAST, A DISTANCE OF 39.86 FEET; THENCE NORTH 6?'"58'26" EAST, A DISTANCE OF 76.12 FEET: THENCE NORTH
•9•45•14• EAST, A DISTANCE OF 78.71FEET; THENCE NORTH 86"56'06" EAST, A D1STANCE OF 47,36 FEET; THENCE SOUTH 13"49'59" EAST, A DISTANCE OF 32.61 FEET; THENCE SOUTH 76'45'5B" EAST, A DISTANCE OF 32.93 FEET; THENCE SOUTH i8'01'15" EAST, A DISTANCE OF 59.29 FEET; THENCE NORTH 67"14'57" EAST, A DISTANCE OF 365.B2 FEET; THENCE NORTH 10"50'26" EAST, A DISTANCE OF 368.43 FEET; THENCE NORTH 79"48'16" EAST, A DISTANCE OF 337.97 FEET TO A POINT OF NON
!AOIAL INTERSECTION WITH A CURVE CONCAVE TO THE NORTHEAST ANO HAVING A RADIUS.OF 1595.00 FEET <THE RADIUS POINT IF SAID CURVE BEARS NORTH 76"45'33" EAST FROM THIS POIND, SAID CURVE ALSO BElNG THE SOUTHWESTER'L Y RIGHT-OF-WAY lNE OF PROPOSED TRADlTJON PARKWAY; THENCE SOUTHE STERL Y ALONG THE ARC OF SAID CURVE AND SAID PROPOSED OUTHWESTERLY RIGHT-OF-WAY LINE, THRU A CENTRAL ANGLE OF 63"2D'22", AN ARC DISTANCE OF 1763.24 FEET TO A POINT IF CUSP WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 58,00 FEET; THENCE SOUTHWESTERLY ALONG
H[:. A C 0.F AID cy VE, THRU A c TJJAJ.,.l.lt:J, I..E,Of 1!07'/!J", i\)ll A.Ri: ll! TAl\l.Cii'.,,Qli.,117 F,.\\!IT .1;,0,.h,,11.Qj/ll.;f,,,W,Jilj,\(i,ij[ii . i,J8VMWRJ;: ,.WJJ1i/:h•A 'Ctlit¼; ffiONCAVE TO THE r,of!'tHWEST AND HAVING A RADIUS OF )31.),0P, Fl;:n: THENCE QUT(iWl;STE/JY . 8©N(f1'i'fi:· i'lf/>iii'-"SAID l!WRVE, THRU A CENTRAL ANGLE OF 16"41'10", AN ARC DISTANCE OF 37.86 FEET TO A POINT OF REVERSE

'E": THIS IS NOT A SKETCH Of SURVEY, buf only o grophic depiclion

he descriplion· shown hereon. There hos been no field work. viewing of·

subject properly er monuments set in conneclion with the preparation

.. ·   •	lp .ftQl,ffl,!l)Y )2·.l?,/1. .!M
'	ffl::Vl BOUMlARY 1J...12-D5 GHB

_

_     .,.  _	·;J VJSE•BOI.NlARl' -22-05 GR8

D •;,,,_	.

,e lnformotion shown hereon.
·E: Lends shown hereon were noJ obsltocfed for right-of-way an /or easements of record,

 	<...-<..--'	".!""'-•	·		/-ti.- 06	     JUL  NMORRIS, PROFESSIONAL SURVEYOR		DATE OF SJGNA WIE AND   AP  ER, FLORIDA REGIS:T-R·A-T!ON: N-O. 4731·

..

I

: SHEETS 3-5  OF 5 FOR SKETCH P•\ 500• 5 99 \ B589 \ □VCR\CDD\B 58 9CDDB+ NEV,d wg	,u,e1200,· ll•D<•>S AH CST SHEET I DF 5
No. 8589	·	jDRAWN: DDB	j CHECKED: GRB	DESIGN:  ARCA !	. · jriATE: B-24-D4

ARCADIS LNW
Lawson, NobRe	&  Webb, Inc.
ENGINEERS	•	PLANNERS	•	SUAVEYOR'e
590 NW Peacock Blvd, Sulle 9, Porl SL Lucie, FL 349B6
{772) B7B-1700 • lax: (772) 878-1802 • Web: www.lnw-inc.com
Wost Palm Bosch • Port SI, Lucia • Orlando • Vero Beach
EB S.92 1 LB 11874
DESCRIPTION TO ACCOMPANY SKETCH

CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 58.00 FEET: THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 54'56'15", AN ARC DISTANCE OF 55.61 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 18'32'3B" WEST ALONG SAID LINE, A DISTANCE OF 56.55 FEET; THENCE SOUTH 63"32'3B" WEST, A DISTANCE OF 14.14 FEET; THENCE SOUTl'I 18'32'38" WEST, A DISTANCE OF 400,72 FEET TO A POINT OF CURVATURE WITHA
CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 510,92 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THAU A CENTRAL ANGLE OF 10'54'07", AN ARC DISTANCE OF 97.21 FEET TO A POJNT OF COMPOUND CURVATURE WlTHA CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 30.00 FEET: THENCE SOUTHWESTERLY, SOUTHERLY AND SOUH£ASTERLY ALONG THE ARC OF SAID CURVE, THAU A CENTRAL ANGLE OF 52"41'52", AN ARC DISTANCE OF 27.59 FEET TOA
0 0I NT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE WEST AND HAYING A RADIUS OF 75.00 FEET; THENCE
50UTHEASTERL Y, SOUTHERLY AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 85'47'17", AN RC DISTANCE OF 112.30 FEET TO A POINT OF CUSP WITH A CURVE CONCAVE TO THE SPUTHEAST ANO HAVING A RADIUS OF
50.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 46"11'23", AN ARC DISTANCE JF 25.23 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE NORTH 88"55'19" EAST ALONG SAID LINE, A DISTANCE OF 154.21 'EET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAYJNG A RADIUS OF 280.00 FEET: THENCE ORTHEASTERL Y ALONG THE ARC OF SAID CURVE, THAU A CENTRAL ANGLE OF 11'32'34", AN ARC DISTANCE OF 56.41 FEET TO 'OINT OF NON RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF. 1480,00 FEET lTHE lADIUS POINT OF SAID CURVE HAVING A RADIUS OF 280.00 FEET BEARS NORTH 12"37'14" WEST FROM THIS.POINT AND THE lADlUS POINT OF SAID CURVE HAVING A RADIUS OF 14B0.0D FEET BEARS SOUTH 53"58'361" EAST FROM THIS'POINTJ; THENCE • lOUTHWESTERLY ALONG THE ARC OF SAID CURVE HAYING A RADIUS OF 1480.00 FEET, THRU A CENTRAL ANGLE OF 00'06'46", AN­ RC DISTANCE OF 2.91 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 35'54'36" WEST ALONG SAID LINE, A
)!STANCE OF B35.34 FEET: THENCE SOUTH 00"26'33" WEST, A DISTANCE OF 465.16 FEET; THENCE SOUTH 81'51'17" EAST, A
)!STANCE OF 34.28 FEET; THENCE SOUTH 60'18'2B" EAST, A DISTANCE OF 256.60 FEET: THENCE SOUTH 50"43'10" EAST, A llSTANCE OF 506.72 FEET; THENCE NORTH 35"37'43" EAST, A DISTANCE OF 696.32 FEET TO A POINT OF CURVATURE WITH A
:UF!VECONCAVE TO THE SOUTHWEST AND HAVJNG A RADIUS OF 165.00 FEET: THENCE Nl:lRTHEASTERLY, EASTERLY, iOOTHEASTERLY SOUTHERLY ANO SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THAU A Ci:NTRAL ANGLE OF 180'01'41", AN
\RC DISTANCE OF 518.43 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 34'57'21" WEST ALONG SAID LINE. A
)!STANCE OF 520.57 FEET; THENCE SOUTH 54'00'59" WEST, A DISTANCE OF M6.44 FEET; THENCE SOUTH 11"14'16" WEST, A
)!STANCE OF 517.94 FEET: THENCE SOUTH 44"00'02' EAST, A DISTANCE OF 365.37 FEET; THENCE SOUTH 20'28'22" EAST, A l!STANCE OF 365.30 FEET: THENCE SOUTH 08"49'46" EAST, A DISTANCE OF 124.06 FEET TO THE POINT OF BEGINNING,
:ONTAINING 546.701 ACRES, MORE OR LESS.

AEV1SE BOUNJAAY 12-12--0!1 ..ml REVISE BotN>ARY 11-12.-05 GR8 REVISE BOUWARY 3-22-05 GR8
SHEETS 3-5 OF 5 FOR SKETCH P•\50D-599\B599\0VER\CDD\B589CDDB-I-NCV.dwg llYl2/2DDS ll•D<,35 AH EST SHEET 2 OF 5
No. B589	DRAWN:	CHECKED:	DESIGN: ARCAD!S	DATE:8-24-04

ARCADJS LNW
Lawson, Noble &	Webb, Inc.
EN81NEER8 • PLANNERS • SURViYORB
590 NW Peacock Blvd, Suite 9, Perl SI. Lucie, FL 34986  (772) 878-1700• fax: (772) B78-18D2 •Web:www.lnw-lnc.com
West Palm Beach • Port St. Lucie • Orlando • Vero Beach
EB s.32 /  LB 0874
SKETCH TO ACCOMPANY DESCRIPTION

(TOTAU N67'i'l'57"E 365.82'

PARK SITE
<NR.l N7.9'48'16"E 337.97'

LN'LATTED

NB9'57'05'E 323.61'

fRAOITlON Pl.AT NO. 16 PA 44, PGS. 12. l2A-12J

I
&JI

SCAI.Et 1• • BOO'
TRADITlONPlAT NO. 5
P.B. 42. PGs.4, 4A-41	Co
SB9'57'05"W	.. 'ff

/,,._ 'f

\	233B.72'	,t. '>';,r

B	-;
17.	"'qo;

P.O.C.	·
OOSf SOUT>ERLY MOST S.E.
COR1EH  Of" IRADITION Pl.Al"

)>

s::
U)
ftj -I

:c

C'l
ftj

NE 1/4 SECTJON 17	§1
LN'I..ATTED	I
R=l65.00'

NO. 5 P.O. 42. PGS. 4. 4A-41
CURVE DATA
R=§a.00' Cl = /;:,,=46'37'27"
L=47.20'
R=130.00'

....r..

,	":'
I'll

·/;:,,=180'01' 1"_]

7

L=5 1B.43

CZ =/;:,,=Jlii41'10"
L=37.B6'
C3 =t. ;:Ps Pi's•
L=55.61'
R=510.92'
C4 =/;:,,=10°54'07"
L,,;9721'

cs

R=30,00'
- =52.•41'52•
L=27.59'
R=75.00'

CTOTALl N89'50'39"W 5796]!6'

0
S0B'49'46"E
124.06'

LEGEND:
R	• RADIUS
A	.. Di!L.1'A
L	• l.DliTH

CG =L>=B5"47'17"
L=112.30'
R=30,00'
C7 =/;:,,=48'11'23"
L=25.23'
CB =f:,,f!;jlf.'4•
Lc::5b 1'
R=l4BO.OO'
C9 = /;:,,=0'06'46"
·L;,:@1•

EASTEIL'Y P.ROLONGATlON Of' Tt£ NORTHUE: Or

COil	• i:ot.,.l!MlY CE'IEI.DPt,ENT OlSTRJCT

l:Ji	AN = ""=-k

P,!I,

•NONIUIPJ-'I.
f'!-1\T BOOK

IOFflCIALRECOROS BOOK 477, PAGE )

liil!I

lSE B!O\lN:lARY ,1,2_-1,2,...0,5. JlM
lSf: ®4WAAY 3-22-0 GR!1

"' POINT OF BEGW.JING P.O,C. • PO!l{r Of COMl£NCa,£NT PGS.	•P'!,
RAO.	• RAD.1AL

,	SHEETS 1 & 2 OF 5 FOR DESCRIPTION

P,\500-S'J9'DSBhOVl:IZ\tJJD\B:;a,cno1H-NtU,a.; 1e11i!/i?D05 IMJ••J!i Aft en

SHEET 3 OF 5

,	No. 8589	IDRAWN:	CHECKED:	DESIGN: AOOADIS	DATE: 8-24-04

,...--.

ARCADIS LNW

Lawson,  Noble  &  Webb, Inc.
ENGINEERS	• PL NNERS • SURVEYORS
590 NW Peacock Blvd, Suile 9, Porl SI. Lucie, FL 34986
(772) 878-1700• lax: (772) 878-1802 •Web: www.lnw-inc.com
West Palm Beach • Port SI. Lucie • Orlando • Vero Beach
EB S4S2  /  LB 8874
SKETCH TO ACCOMPANY DESCRIPTION

scALE. i- • goo•,

tTOTAU R•ISB0.00' i',=30'54'06"· L•B52-15'

MATCH LINE
SEE SHEET 5

·S76'45'5B"E
32.93'
·558'01'15"E
59.29'
CTOTALl N67"14'57"E 365.82'

:GEND:
RADIUS
Pill
TH

R=l925.00' i',=30"53'55' L•1D3B.12'

01

0!	a

·1

f
•O
!

... C JTY DEVELOP DISTRICT	'-+-I '	l'IJU;;J  ;.JV  J.J   yy     f>	I	(

NOfHUIDlAL	-

: rJ-r'VBEGJ_NNlNG .
"'PO)t#T OF COf&ENCEMENT
: PKGES
RAblAL

EASTERLY PROLONGATION oF Tl-£	/
NOOTH Uf£  OF THAT PARCa OF:._/"
. LA>ll DESCRm.J) IN WARWITY
!P.l:P_..Jl•!l·l'QllTAlj IJ)'Et"
M:L G0ti'P.AN'I' 100'1 ""L
RECORDS BOOK 4TI, PAGE 560J

REVISE BDL"'1lARY 12-11-05 JllM REVISE BOl.N>ARY 11-11-D5 GR8 Rf.VISE BOI.N)ARY 3-22-05 Gilli

SHEETS I & 2 OF 5 FOR DESCRIPTION

r.-.s1111 .S!l!I\D58'J\DUC Cllll\15119Cllne..z NC"ii p ll!llt/ZM5 lt.DM7 "'" en·

. SHEET	OF 5

No.  8569	DRAWN: DOB	CHECKED: GRB	DESIGN: ARCADIS	DATE: 8-24-04

ARCADlS LNW
Lawson, Noble	&  Webb, Inc.
ENGINEERS	• PLANNERS	• SURVEYORS
590 NW Peacock Blvd, Sulle 9. Port Si. Lucio. FL 34986
(772) 87B-1700• la.: {772) 878·1802• Web: www.lnw-inc.com
West Palm Besch • Port St. Lucie • Orlando • Vero Besch
EB  S.C.:J:Z  /  LB 8074
SKETCH TO ACCOMPANY DESCRIPTION

SCALE! 1· c:. 800'

b=5j.oo·
·6=49'08'12" L=49.74'
I	II
S70"06'36"E
J..J--.1	34_1,35'

R=14B0.00'

:E ;;;:
Ill A
I	q
'	6	--t
+	;,:
f3:Jbb	o,

6=18"50'26' L=4B6.67'

mua1:--<:(.'.°.tVn

I	...,ov,-.

C   --...  l-    0 ro

g

Qi

u

u-";:::-ott,

w

O	rn

1---;

-	PARK SITE
'm

I

,<:1

r
iiiii'-.

.	'	U)

oom
t;gw

1,------+.;. 2.op• FLORIDA POWER II< LIGHT COMPANY EASEMENT
OFFICIAL RECORDS BOOK 767, PAGE 2676

 	....1...u	 	
MATCH LINE
SEE SHEET 4

VlSE. BOIJM)AR'I' UH2-05 .CM
rvtsE BOlNlARV 11-12-os GRB
;\115£ 8.0UWAR'r' 3-22-05 GFIS

LEGEND:
R	.. RADIUS
fl	• TA
L	• LENGTH
CQD	Ct»&llillTY OEVELOPl.£NT OJSTIUCl
r-LR.	•NONRAOlAL
PJ!.	•Fl.AT 800K
P.OA ·• PO™.T Of Bl:GlhNING
• POJJ/T OF C l PGS.	• P"'lil'.S
RAD,	• RADIAL

c SHEETS 1 & 2 OF 5 FOR DESCRIPTION	P,\500-5119\ilS99\0Vt.q\CDD\IISB!ICDD9-3-HC\l,d•jl      li!.r121caa5      11.o.N!B  A    tST	SHEET  5 OF 5	
I No. B5B9	I DRAWN: DDB	CHECKED: GRB	DESIGN: ARCAms·	DA TE: B-24-04