INSTR Clerk NFERGUSON - Viadana Association …viadana-pp.com/pdf-prospectus/pages93-132.pdf ·...
Transcript of INSTR Clerk NFERGUSON - Viadana Association …viadana-pp.com/pdf-prospectus/pages93-132.pdf ·...
INSTR # 2007000060985, Doc Type DOC, Pages 8, Recorded 02/23/2007 at 08:16 AM, Charlie Green, Lee County Clerk of Circuit Court, Rec. Fee $69.50 Deputy Clerk NFERGUSON
Prepared By and To Be Returned To: ROBERT S. FREEDMAN, ESQUIRE CARLTON FIELDS, P.A. Corporate Center Three at International Plaza 4221 W. Boy Scout Blvd., Suite 1000 Tampa, Florida 33607-5736 (813) 223·7000
FIRST SUPPLEMENT TO DECLARATION OF CONDOMINIUM FOR VIADANA AT PELICAN PRESERVE, A CONDOMINIUM
WHEREAS, the Declaration of Condominium for Viadana at Pelican Preserve, A Condominium was recorded on December 11, 2006, in Instrument No. 2006000458766, public records of Lee County, Florida ( "Declaration"); and
WHEREAS, there are unit(s) of Viadana at Pelican Preserve, A Condominium which are now substantially complete and which are ready for conveyancing pursuant to Section 718.104(4)(e), Florida Statutes,
NOW, THEREFORE, the Declaration is hereby amended by this instrument for purposes of recording the surveyor's certificate(s) of substantial completion as required under Section 718.104(4)(e), Florida Statutes, which certificate(s) and survey(s) of the unit(s) being certified as substantially complete which identify the location and size of the unit(s) are attached to this instrument as Exhibit 1.
IN WITNESS WHEREOF, this instrument was executed by the undersigned this 14 th day of February, 2007.
WITNESSES:
Name Print 8= STATE OF FLORIDA COUNTY OF LEE
BAY COLONY-GATEWAY, INC., a Delaware corporation, as Developer of Viadana at Pelican Preserve, A Condominium
(SEAL)
The foregoing instrument was acknowledged before me this / LJ day of February, 2007, by Diane M. Kerper, as Vice President of BAY COLONY-GATEWAY, INC., a Delaware corporation, on behalf of the corporation, as Developer of Viadana at Pelican Preserve, A Condominium. He· is personally known to me.
My Commission Expires:
(AFFIX NOTARY SEAL)
(Commission Number, if any)
TPA#2326326.1
.\ . I r _ Name: U1!.JoCJraJ/I t<. rOLe
(Legibly Printed) Notary Public, State of Florida
INSTR # 2007000060985 Page Number: 2 of 8
BBLS SURVEYORS & MAPPERS INC.
1502-A RAIL HEAD BLVD. NAPLES, FLORIDA 34110
TELEPHONE: 239-597-1315 FAJ(:239-597-5207
VIADANA AT PELICAN PRESERVE, A CONDOMINIUM
UNITS lA, 1B, 1 C, 1D, 8A, 8B, 8C AND 8D SURVEYORS CERTIFICATE OF SUBSTANTIAL COMPLETION
THE UNDERSIGNED LAND SURVEYOR HEREBY CERTIFIES THAT THE CONSTRUCTION OF THE IMPROVEMENTS COMPRISINGTHE VIADANA AT PELICAN PRESERVE, A CONDOMINIUM, UNITS lA, IB, IC, ID, 8A, 8B, 8C AND 8D, ARE SUBSTANTIALLY COMPLETE SO THAT THE DECLARATION OF CONDOMINIUM TOGETHER WITH THE PROVISIONS OF THE DECLARATION OF CONDOMINIUM DESCRIBING THE CONDOMINIUM PROPERTY, IS AN ACCURATE REPRESENTATION OF THE LOCATION AND DIMENSIONS OF THE IMPROVEMENTS SO THAT THE IDENTIFICATION, LOCATION AND DIMENSIONS OF THE COMMON ELEMENTS AND OF EACH UNIT CAN BE DETERMINED FROM THESE MATERIALS. ALL PLANNED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO LANDSCAPING, UTILITIES SERVICES, AND ACCESS TO UNITS lA, IB, IC, ID, 8A, 8B, 8C AND 8D, AND COMMON ELEMENT FACILITIES SERVING UNITS lA, IB, IC, ID, 8A, 8B, 8C AND 8D HAVE BEEN SUBST ANTIALL Y COMPLETED.
Z:\PROJECTS\2004\04107 PELICAN PRESERVE\dwgWIAOANA AT PELICAN PRESERVE\04107 SUB COMP BLOGS I & 8.doc
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sr Lee C
aUN
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"-------- _
CER
TIFICATIO
N:
THE UNDERSIGNED, BEING A. SURVEYOR AUTHORIZED TO PRACTICE IN THE STATE Of
FLORIDA, HEREBY CERTIAES THAT THIS SURVEY, PLOT PlAN AND GRAPHIC DESCRIPTION
Of VlADAN ... AT PEUCAH PRESER'f'E. A
CONDOMINIUM
, TOGETHER WITH THE DECLARATION
Of CONDOM
INIUM FOR
VlADANA AT PEUCAN PRESERVE, A CONOOW
INIUM, ARE IN
SUfA
ClENT DETAIl.. TO IDENTIFY THE COW
WON
ELflIENTS AND UNITS O
f \/IAOANA AT PElJCAN PRESERVE. A CONOOt.IINIUM AND THEIR R£l..AllVE LOCATIONS AND APPROXIMATE DIMENSIONS. UNITS SA. 88. Be. AND 8D IN "'ADAHA AT PEUCAN PRESERIIE. A CONDOMINIUM ARE BEING CERTlFI£D AS SUBSTANTIALlY COMPL.£TE AT THtS TlW
E. 1HE CONSTRUCTION O
f "'ADANA AT PEUCAN PRESERVE. A CONDOM
INIUM IS NOT
SUBSTANT1ALl Y COM
PL£TE. AND, I HEREBY CERTIfY THAT THIS COND!:.IINIUM
SURVEY OF THE HEREON DESCRIBED
BOARD O
f PRO
fESSION
AL LAND SURVEYORS IN CH ... PTER S
1G17-6. F ..... C.
-=-ev
ce /"1 STEPHEN E. BERRY, 5T ... TE OF FLORID .... (LS. 15296) BBLS SURIJE'fO
RS ill: ..... PPERS INC .• 0-9
. f87S
J) REVISED:
... DDED BUILDING 18 02/19/07 REVISED:
... DDED BUIlD
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INSTRUMENT PREPARED BY:
STEPHEN E. BERRY, LS. 15296, L.B. 16753
BBLS SURVEYO
RS, IlAPPfERS INC. 1502-A RAIL Ifg
J) BLVD.
NAPlES, FLORIDA :uno (Z39) 5tI1-1315
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NOT IN
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F THe IJlPfmVD
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C) THE PROPERTY AND INSTAU.A 71aiS FOR FURNlSfflNG
UTIUTY SDfIofC
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INO
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TS. 0) THE TANGIBLE PERSONAL. PROPERTY REQUIRED FOR ItIAINTCNANCE AND OP£RA11ON OF
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THe O
F CONDOIoIINJ/J/I.
2. OBC
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EN
TS;
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A AND CERTAIN OTHER IIR
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F WHICH ARC
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.1 AN £IISElIENT IS HEREBY GRANTFD liN
D RCSER'4D U
Pai AND 1IPPl.JCABL£ ro ALL
COMMON ELEIICNTS AND UMl1ED C
OIN
ON
£l..DJ£NTS AND OTHER PROPERTY O
CSCRIBED
FOR THe CONSTRUCTION, usc AND ItIAINTENANCE OF A
ll U11Un£S ttHETH£R PUBLIC OR PRlVA"TE: (INO...UDING CABl.£ TEl..£IASION). FOR DRAINAGE lIN
D THE
"'AINTCNANCE AND CARE OF THE DRAINAGE SYSTEW
, FOR OR ASSOO'A1EZJ N
UN
THE: M
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THE: P!D£STRtAN AND \i£HICIJ1.AR INGRCSS ANO E"GRf"S5. FOR CONSTRUCTiON, .wAIN1£NANCE AND OPERA TION IN G£N£RAL, AND FO
R All 07Hf:R
PURPOSES AS MO
Re SPEC1F1CAU. Y SET FOR1H IN THE: DECl.ARA TlON OF CONOOI!IINIU.v FOR THE C
ON
IXJItIINII.J TO MHICH
THE: ORA'MNGS PCRTAIN.
4. ALL IIIPRO
I,£/tICNTS SIIOrw
lIRE PROPO
SED EXCEPT TO THE EXTFNT SU
CH
IMPRO
'tDI£N
TS HA
lE B
ED
I AS BEING
SUBSTANTIALLY COIIPI..£TE lIN
D lIRE
BASED ON
THE SfTC on£l..OPM
ENT F
UN
S PREPARED B
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, LLP
.
, 8£ARING
S HEREON R£FER TO TH£ SOU"TH UN
£ OF 1HE SOUTHEAST 7/4 OF seCTIO
N 2. TOW
NSHIP 4' SOUTH. RANGE 2' EAST, LEE COUNTY. FLORIDA AS BEING 5.89"03'49-"-
6. THE: I.AM
)S SHO'fIIN H€R£ON M
£l\£ NOT A8S
TR
lIcrm FO
R EASEJlENTS, SE"1BACKS. ReSTRICTIONS,
OR RlGH
1S-OF-W
AY.
7. THIS PRO
PERTY IS LOC
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OD
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NO 811SC Fl.OOO E1..£VATION P£R flO
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INSURANCE RA
rF MAP 125124
0."0
8 DATFD SCPTFJrI8£R 19,
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8. IIPPROXIW
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VIADANA A T PELICAN PRESERVE,
A CO
NDOM
INIUM
CONDO
MINIUM
PLA T BOO
K PAG
E
SH
EE
T20F3 THIS INSTRUUENT PREPARED BY;
STEPHEN E. BERRY. LS. #5296. LB. #6753
BBLS SURVEYORS .I MAPPERS INC.
1502-1. RA4. HEAD A PO
R TIaN OF
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A CURVE TABLE
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CHORD CHORD BEARtHG
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206.35 202.111
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514.02 SOCI.1D
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INSTR # 2007000237523, Doc Type DOC, Pages 20, Recorded 07/31/2007 at 09:57 AM, Charlie Green, Lee County Clerk of Circuit Court, Rec. Fee $171.50 Deputy Clerk DLESLIE
Prepared By and To Be Returned To: ROBERT S. FREEDMAN, ESQUIRE CARLTON FIELDS, P .A. Corporate Center Three at International Plaza 4221 W. Boy Scout Blvd., Suite 1000 Tampa, Florida 33607·5736 (813) 223-7000
SECOND SUPPLEMENT TO DECLARATION OF CONDOMINIUM FOR VIADANA AT PELICAN PRESERVE, A CONDOMINIUM
WHEREAS, the Declaration of Condominium for Viadana at Pelican Preserve, A Condominium was recorded on December 11, 2006, in Instrument No. 2006000458766, public records of Lee County, Florida ( "Declaration"); and
WHEREAS, the First Supplement to the Declaration was recorded on February 23, 2007, in Instrument No. 2007000060985, public records of Lee County, Florida; and
WHEREAS, there are unit(s) of Viadana at Pelican Preserve, A Condominium which are now substantially complete and which are ready for conveyancing pursuant to Section 718.104(4)( e), Florida Statutes;
NOW, THEREFORE, the Declaration is hereby amended by this instrument for purposes of recording the surveyor's certificate(s) of substantial completion as required under Section 718.104(4)(e), Florida Statutes, which certificate(s) and survey(s) of the unit(s) being certified as substantially complete which identify the location and size of the unit(s) are attached to this instrument as Exhibit 1.
IN WITNESS WHEREOF, this instrument was executed by the undersigned this _...:V",-_ day of MCU-0b. , 2007.
WITNESSES: BAY COLONY-GATEWAY, INC., a Delaware corporation, as Developer of Viadana at Pelican Preserve, A Condominium
(SEAL)
STATE OF FLORIDA COUNTY OF LEE
/'V\,. The foregoing instrument was acknowledged before me this ft, day of IrtCuv:..h , 2007, by Diane M. Kerper, as Vice President of BAY COLONY-GATEWAY, INC., a
Delaware corporation, on behalf of the corporation, as Developer of Viadana at Pelican Preserve, A Condominium. She is personally known to me.
My Commission Expires:
(AFFIX NOTARY SEAL)
(Commission Number, if any)
TPA#2331981.1
) . Name: rv t':/-
(Legibly Printed) Notary Public, State of Florida .............................• ,·· ...... ·DEs·ORAH K. FOLEV !
, ...... Comm' oOO45307t : PIl6:.... •
Expiru11/1112OOt! Bonded thN (800)4»42S4:
i Florida Notary AII/I., InC i •••• .•••••••••.•••••••••••••••••••••••
INSTR # 2007000237523 Page Number: 2 of 20
BBLS SURVEYORS & MAPPERS INC.
1502-A RAIL HEAD BLVD. NAPLES, FLORIDA 34110
TELEPHONE: 239-597-1315 FAJ(:239-597-5207
VIADANA AT PELICAN PRESERVE, A CONDOMINIUM
UNITS: 2A, 2B, 2C, 2D, 3A, 3B, 3C, 3D, 4A, 4B, 4C, 4D, 5A, 5B, 5C, 5D, 6A, 6B, 6C, 6D, 7 A, 7B, 7C AND 7D
SURVEYORS CERTIFICATE OF SUBSTANTIAL COMPLETION
THE UNDERSIGNED LAND SURVEYOR HEREBY CERTIFIES THAT THE CONSTRUCTION OF THE IMPROVEMENTS COMPRISINGTHE VIADANA AT
PELICAN PRESERVE, A CONDOMINIUM, UNITS 2A, 2B, 2C, 2D, 3A, 3B, 3C, 3D, 4A, 4B, 4C, 4D, 5A, 5B, 5C, 5D, 6A, 6B, 6C, 6D, 7 A, 7B, 7C AND 7D ARE
SUBSTANTIALLY COMPLETE SO THAT THE DECLARATION OF CONDOMINIUM TOGETHER WITH THE PROVISIONS OF THE DECLARATION
OF CONDOMINIUM DESCRIBING THE CONDOMINIUM PROPERTY, IS AN ACCURATE REPRESENTATION OF THE LOCATION AND DIMENSIONS OF THE
IMPROVEMENTS SO THAT THE IDENTIFICATION, LOCATION AND DIMENSIONS OF THE COMMON ELEMENTS AND OF EACH UNIT CAN BE
DETERMINED FROM THESE MATERIALS. ALL PLANNED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO LANDSCAPING, UTILITIES SERVICES,
AND ACCESS TO UNITS 2A, 2B, 2C, 2D, 3A, 3B, 3C, 3D, 4A, 4B, 4C, 4D, 5A, 5B, 5C, 5D, 6A, 6B, 6C, 6D, 7 A, 7B, 7C AND 7D, AND COMMON ELEMENT
FACILITIES SERVING UNITS 2A, 2B, 2C, 2D, 3A, 3B, 3C, 3D, 4A, 4B, 4C, 4D, 5A, 5B, 5C, 5D, 6A, 6B, 6C, 6D, 7 A, 7B, 7C AND 7D HAVE BEEN SUBSTANTIALLY
COMPLETED.
-' O,!/U",tn OFFWRmA. (P.L.S. #5296)
BBLS SURVEYORS & MAPPERS INC., (L.B. #6753)
Z:\PROJECTS\2004\04107 PELICAN PRESERVE\dwgWIADANA AT PELICAN PRESERVE\04107 SUB COMP BLOGS 2-7.doc
Exhibit 1
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ERTIFIC
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: 11£ UNO£RSIG.lED. BEINe ,. SURVEYOR AUlHORIZOl TO 'PRA
CllCE IW lHE STA
lE OF F1.ORIDA, Hf.R!:BY CERTIFIES THAT THIS SlJRVE'I', PW
T PLAN AN
f GRAPHIC DESCRIPTION Of \llADANA A:'f PEUCAN PRESERVE, A CONOOMINIUM, 'OGETHER WITH THE DECLARATION O
f Cfltr/OOW!HIUM
FOR VlAOANA AT PEUCAN PR£SERVE, ... CONDOM
INIUN. ARE IN SUfFICIENT OETAt. TO IllENTlf'Y 1HE COW
MON
El..fMF.NTS AND UNITS O
f .... ADANA AT PElICAN PRESER'VE. ... CONDOMINUM AND THEIR REUoTIVE LOCATIONS AN
I) APPROXIMATE D
II.tEN90N
5. UNITS 2A. 29. 2C. AND 2D IN \/IADANA AT PEUCAN PRESERVE. ...
CONDO/otIHlJM AR£ BEING CERTIFIED AS SUBSTANTlAU.Y COWPi.ETE AT THIS TlUE. niE
CO
NSlRUCTlQtt OF VlADANA AT PEUCAH PRESERVE. A CONDOM
INIIA! IS Nor
SUBSTANllAU.Y COMPLElE.
AND. I HEREBY CERllFY THAT THIS CONOC:lIINl./M
SURVEY OF THE HEREON DESCRIBED
BOARD OF PROf'ESSIONAL. LAND SURVEYORS IN CHAPTER 61G17-6. F ..... C.
PURSUANT TO SECTI(w
472.027 FLORIDA STATUTES.
7/z+lo7 RE\1SED:
ADDED BUILDING 12 0
7/0
2/0
7
REVISED: ADDED BUILDING
19 02/19/07 REVISED:
ACOED BUILDING IS
02/19/07 REVISED:
AOOEO BUILDING ,1 02
/19
/07
lHlS
INSTRUMENT PREPARED BY:
STEPHEN E. BERRY. LS. ,5296. LB. #6753
BBLS SURVEYORS & MAPPERS INC. 1502-A RAIL HEAD BLVD.
NAPLES, R.ORJDA 34110 (239) 597-1315
CONDO
MINIUM
PLAT BOO
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CARe O
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RAINAGE S'I'SJ'D
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IIIIH THE
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1H£ P£D£STRlAN AND ING
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AINTENANCe AND OPERA OON IN GENERAL. AND FOR ALL OTHER PURPOSES A
S UO
RF SPECIFICALLY SCT FOR1H IN THE DC
aARA nO
N OF CONDOMINIUM
FOR 1HE CONDOIJINIUU TO ttHlCH 111£ DRAM
fNGS PeRTAIN.
4. ALL IM
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TS SHOrtN ARC PROPOSED EXCEPT TO 1H£ DeTENT SUCH
IMPRO
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BEING SUBSTANl1AUY CO
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£\£I.OPIIEN
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VANESS .t 010 n.OR. LLP
.
5 B£ARING
S HERCON RU
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F THE SOUrHEAST 1/4 OF S£C11ON 2-
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5.S9W·1I9-W
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6. TI-IC LAND
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7. 1H
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T20F3 THIS IN
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SiEPHEN E. BERRY, L.S. 15296, L.B. 16753 BBLS SURVEYORS & MAPPERS INC.
1502-A RAIL HEAD BLVD, NAPLES, FLORIDA 34110 (239) 597-1315
.,. '"
!Iii A PO
RTION O
F SeC
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2, TO
WNSHIP 44 SO
UTH, RANG
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UNTY, FLO
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A CURVE TABLE
SCAI.E," .. ,4O' lH
S E
lHeT
alloY HAYE BEEN REDUC:EO CURVE
RAOIUS DELTA
LENGn. CHORD
OIORD BEARING SITE
PLAN /
SUR
VE
Y C
l00 325.00
36"22'45' 206.35
202.91 N
88'49'22'W
CIDI
835.00 38"59'12"
568.17 557.27
N8T3,'09'W
C
I02 685.00
38'59'12" 488.11
457.17 S87'J,'D
9"E C
lDJ
475.00 36"22'45"
301.59 296.55
S88'49'23t: C
ID"
635.00 46"22'49'
514.02 500.10
N8J'49'2"W
C
l05 525.00
23"22"2" 214.14
212.66 584'40'22'W
CID
e 112l.59
ll"02'J8" 218.57
218.2. 58,'43'05"[
CID
7 485.00
46"22'49" 392.60
381.97 58Y
49'21"[ lRACT L-4 (U
KEftl.E.)
C101 ,
\ 1 LINE TABLE
TRACT L-3
I
UN
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DISTANCE (lAICE,lD.E.)
_-,'
-----_ .... ---------------
LEGAL DESCRIPTIO
N A
PMllO
N O
f SECTlOH 2. TOWNSHP 45 SOUTH, RANGE 25 EAST, LEE COUNTY. flORIDA,
BEING WORE P
AR
llaJlAR
L Y DESCRIBED AS FaJ.DWS:
TRACT NF
-3
cot.INENCE AT THE SOOTHEAST CORNER OF" THE SOUTHEAST QUARTER OF SAID SEC
l\(III 2:
THENCE 5.89'U3'4g"W
., AL<JoIG THE SOOTH UN
[ Of S
Al) SOOTHEAST QUARTER, A
DISTANCE OF 605.98 FEET: THENCE N.O
O"S6'l1"W
., A DISTANCE OF" 56!l.41 FEET TO THE POINT O
f BEGINNING OF" niE PARCEL. OF L.AHD HEREIN DESCRIBED, THE SANE BEING A
POINT ON A CURVE TO THE LEFT, HAVING:
It RADIUS OF" 325.00 FEET, It CENTRAl ANG
lE OF 38'22'45-, A OfO
RD BEARING OF' N.88'"49'22"W., AND A Q
iCRO LENGTH OF"
202.91 FEET: THENCE AlO
NG THE ARC OF' SAID CUR\-E AN ARC LENGTH O
f 208.J5 FEET TO THE END OF SAID CUR\'£;
THENCE S. n"59'15"W., A DISTANCE OF 408.58 FEET TO
THE POINT OF CU
RVltlllR
E OF" A CURVE TO THE RIGHT HA'IIING A RADIUS OF 8J5.oo FEET, A CENTRAl.. ANGLE O
f 38"59'12", A QfO
RD BEARING OF N.BT31'09"W., AND A
QiO
RO LENGTH OF 557.27 FEET:
THENCE AI.<JoIG THE ARC Of SAID
AN ARC lEN
GlH
OF 568.17 FEET TO THE END OF SAID CUR'of.:: THENCE N.2I"M
1'27'"E., A DISTANCE O
f 1.50.00 FEET TO It. POINT HERaNAFTER REFEREO TO AS POINT -A-, THE SAM
E BEING A PO
NT ON A CUR'fE TO THE LEFT, HIt'lllNG:
A RADIUs OF 685.00 FEET, A CENTRAl..
ANGLE Of JB"59'12-, It O
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457.17 FEET; THENCE ALONG THE ARC OF SAID CURVE AN ARC lENGTH O
f 4fi6..11 FEET TO THE END O
f SAID CURVE: THENCE N.72"59·15-E., A DISTANCE OF 406.56 fEET TO
niE POINT OF CURVATURE OF A CUR'fE TO THE RIGHT HA'IIING:
A RADIUS OF 475.00 FEET, A CENlRAI.. ANGLE OF' 36"22'45", A CHORD BEARING OF 5.88'49'23"E., AND A O
iORO
LENGTH Of 296.55 FEET;
TH£NCE ALONG THE ARC OF' SAID CUR'vE AN ARC LENGTH OF JO
l.59 FEET TO lHE
END Of SAID CURVE;
THENCE 5.1972'OO
"W .. It.
OISTANe:: OF lSO.oo FEET TO THE PO
INT or BEGINNING. PARCEl CONTAINS 4.06 ACRES,
MOOE OR LES5.
L1 S72'59'lS"W
'06.56
" N
21"58"2TE 150.00
'-' N
72'59'IS"E 406.56
L4 SI9'22'O
O"W
lSO
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L5 S72'59'15"W
406.56
L6 S
06'9'09"W
20.24 17
S03"48'49"E 84.32
La N72"59'15"E
4-4e.S7 L9
N29'22'04"E
lSO.OO L1D
NJ3"56'S2"W
98.66
TRACT MF-I
COMWENCE
AT THE AFOREMENtiONED POINT "A"; THENCE N
.J3'56'52"W., A DISTANCE O
f 98.80 FEET TO THE POINT O
f' BEGINNING Of THE PARCEL OF LAND HEREIN DESCRIBED;
THENCE N.29'22'04"E .. A DISTANCE OF 150.00 FEET TO A PaN
T ON A OJRVE TO THE
t£FT, HA..,NG: A RADIUS O
f' 485.00 FEET, A CENTRAl.. ANGlE or 4672'49", A CHORD
BEARING Of S
.8Y49'21L., AND A Q
iORD LENGTH O
f 381.97 FEET; ALONG THE
ARC OF SAID OJR'fE AN ARC LENGTH OF J92.60 FEET TO THE END OF SAID CURVE;
THENCE N.72'SS·IS-E., A DISTANCE OF 441.57 FEET:
THENCE 5.03'48·49"E., A DISTANCE O
f' 84.J2 FEET To A POINT ON A OJRVE TO THE RIGHT, HA'¥1NG: A RADIUS OF 1,123.59
FEET. A CENTRAl. ANGlE OF t 1'02'38", A O
iORD BEARING O
f' 5.81'4J·05"E., AND A O
iORD LENGTH OF 216.24 FEET: lHENCE ALONG THE ARC OF SAID
AN ARC LENGTH OF 216.57 FEET TO THE END OF' SAID CURVE;
THENe:: 5.06'9'09'"W., A
DISTANCE OF 20.24 FEET TO A POINT ON A aJRVE TO THE LEFT. HA..,NG: A RADIUS OF
525.00 FEET. A CENTRAl. ANQ.E OF 23'22'12", A Q
iORD BEARING OF' S.84'4{I'22"W
., AND A CHORD lENG
TH Of' 212.66 FEET;
THENCE ALONG THE ARC OF SAID CUR"';: AN ARC
LENGTH OF' 214.14 FEET TO lHE END OF' SAID CURVE;
THENCE 5.72'59"5"'" A DISTANCE
OF' 406.58 FEET TO THE PONT OF CURVATURE OF A OJRVE TO THE RIGHT HAVING:
A RADIUS O
f' 635.00 FEET. A CEMlRAl.. ANGLE OF 46'22'49", A (liO
RD
BEARING OF" N.8J'48'21"W
., AND A OiO
RD LENGTH OF 5OCI.10 FEET; THENCE ALONG THE ARC OF SAID
CURVE AN ARC lENGTH OF 514.02 FEET TO THE POINT O
f' BEGINNING. PARCEL CONTAINS 3.24 ACRES. W
ORE CR LESS.
TOTAl.. AREA Of PARCEL DESCRIBED IS 7.30 ACRES, MORE OR LEss.
----------------------
P.D.C
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LEGEND
TRACT L-S
( ........... )
POINT OF" CCNMENCENENT
POINT OF BEGINNING a FOUND 5/8" IRON ROD
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(LB. 16579), UNlESS OTHERW
ISE SHOYtN •
SET 5tp;' IRON ROO NTH CAP L
S 6753"
UCENSEO SURVEYOR UCENSED BUSINESS FLORIDA ADt.IINISTRA TIVE CODE SECTION TOW
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NOTES: -UNLESS OTHERYttSE SHOVIN, ALL IW
PROVEWENTS SHOYIN HEREON ARE PROPOSED
AS OF THE DATE Of THIS DRAYttNG.
-PROPO
SED INPRCW
ENENTS ARE SUBJECT TO NORNAL CONSlRUC11CJol TOlERANCES. -REFER TO SHEET 1 OF 3 FOR RECORDED DATA REGARDING EASEM
ENTS. -A
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ACTS AND EASDIENTS SHOW
N HEREON REFER TO ..,llA CAPRI AT PEUCAN
PRESERVE TftACT -r, ACCOROlNG TO THE PLAT THEREOF RECORDED AS INSTRUtoIENT ,2006000126026 IN THE PUBUC RECORDS O
f lEE COUNTY. fL
SQJTH
UNE Of" SE 1/4
Of
SEC 2, TIP 45S. RNO 28£
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NAPLES, FLORIDA 34110 (941) 597·1315
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FIRST FLO
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Vn 1929. SEC
ON
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tHIS EXIBT YAY HAVE anN REDUCED
/ /
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, l:d"/ , !i!/:i!ifi'
/ ' <'C1 /1;;/
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-------rl-j---_____ ___
CAMARELLE lr ,J. 'I '
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A PORTION OF SECTIO
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LEE COUNTY. FLORIDA
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It ::.,'to
CER
TIFICATIO
N:
1HE UNO£RS1Q!£O. BEING II SURYEYOR
TIJ IN THE 5TA1£ or
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AT THIS s.t.IRVEf, PLOT PlAN
It!,\D GRAPHIC DESCRIP1l0N OF 'liADAN" AT PEUCAN PRESERVE., lit.
TOGETHER WITH 1I£
DECLARAllON O
f CONDOMINIUM FOR VlADANA AT PEUCAN PRE!ERVE. It CONOONINRJM. ARE IN
SUfFICIEWT DETAIL TO ID£N11fY 11-£ COMMON
AND UNITS Of' VlAOANA AT PEUCAN PRESlRV£. A COMOOUINIUM AND 1HEIR RElAnvE lOCATIONS AND APPROXIMATE DIMENSIONS. UNITS 3.\, 39. JC
, AND 3D IN "'AOANA AT PnlCAN
PRESERVE. II COIoIDOUINIUM ARE BEING CERlIf'.£D AS SUBSTANTlAU..Y COM
PlETE AT TtlS T1toIE. THE CO
NS';R\}CllON OF VlALANA A r PW
CAN
PR£SERVE. A CONDOMINIUM IS NOT COi.f>lE.TE.
AND, I H
[RfBY CERTFY THAT THIS CQtI)()M
INUM SURVEY OF 'fH
I: HEREON DESCRIBED
BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPlER SlG17-6. F.A.C,
PURSUANT TO SEcn _
FLORIO
' ST2;A.. /0-7 BBlS
.t MAPPERS INC., (LB. 16153) RE'v1SED:
ADDED BUILDING 1.1 07/02/07 REVISED:
ADDED BUILDING 12 07/02/01 RE'v1SED:
ADDED BUILDING 19 02/19/07 REVISED:
AODED BUILDING IB 02/19/01
REVISED: ADDED BUILDING II 02/19/07
lHlS
INS1RUMENT PREPARED BY:
STEPHEN E. BERRY, L.S. #5296. L.B. ,6753 BBLS SURVEYO
RS" flAPPERS INC. 1502-A RAIL HEAD BLVD.
NAPLES, FLORIDA 34110 (239) 597-1315
CO
ND
OM
INIU
M PLAT BO
OK
PAGE
LOCATION MAP
NOT 10 SCALE
NO
TES:
4 .. I
-SEC SH£E1'S2IT JIIN
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1T1IMItL IJlN£NSl&
IN..lI4TA.
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sTJlOCTIm
LEGAL DESCRIPTIO
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a SHEET 2 OF J)
NO
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:
" O
F COMUON EI..£lI£NTS:
A) THE LANO ENCOM
PASSED 8Y THE' PROPERTY
IS NOT IN
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BOUNDARY OR 1HAT IS NOT PAR
T OF THE' UM
lTW COAIIION EI..EItIENTS.
8) ALL PARrs OF 1HE UlPFffJ'o£II£Nrs NO
T INCLUDED ",THlN THIS UNIT. C)
THE' PROPERTY AND tNSTALLA TIONS FOR FURNISHING U11UTY SERMCE ro M
ORE' THAN ONE' U
NIT OR ro 11£ C
QM
ION
0) 1HE TANGIBLE PE'RSONAL PROPERTY REQUIRED FOR IIAIN
IDiAN
CE ANO OPERA nO
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E) sua-t OTHER PROPERTY AS lUI Y BE' PROVfD£D FOR IN THE D£CLARA rION O
F CCW
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2. O£SCRIPTION OF U
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ASSIGNED GARAGE' AReA AND CERTAIN O
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RE
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RC FUlLY DESCRIBED IN
7H£ D£a..ARA1lO
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UPON NIt) APPUCA8L£ ro A
U.
COIAIION EL£JI£NTS AND UWTED CONItION El.D
l£NTS AND OTHER PROPERTY OESCRI8f:D
HER£JN FOR THE CONS1fNC1lO
N, usc AND AlAIN'fCNANCE OF ALL unuJJ£S 'MI£TH
£R PUBUC OR PR1VA 1£ (/NaJJOING C
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F THE DRAINAGE Sl'S7Dt, FOR OR ASSOOA raJ MfTH THE
IIAINTENANC£. REPAIR AND OPERATION OF THE C
QVO
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/N(U
I,I PROPERTY AND ROAOW
A l'S ADJACENT TH£R£TO: THE PEDCSTRIAN AND I£HICtJU.R INGRESS AND EGRESS.
FOR CONSTRUCTION, AlAIN'TmANCE AND OPERA noN
IN GENERAl.. AND FDR ALL OTHER PURPOSES AS MOR£ SPE'ctF1CALLY SET FORTH IN
TN€ OEaARATlO
N OF CONDOM/NUJU
FOR TH£ CONO
OIIINIUIi 10 ltH
IO-I THE O
RAIIINGS PCRTAIN.
.f. ALL IIIPROo.£IIENrs SHOW
N ARE PROPOS£D EXCEPT ro rHE EXTENT SUCH
IMPRO'o£M
£NTS HAIi£ 8£CN C£R7IFIED AS 8FJNG SUBSTANrIAUY ctN
PLE1E AND ARE BASED ON THE SITE D
£\£I..OF'IID
iT PU.N
S PR£PARED BY VANESS .. OAl1.OR, LLP.
BEARINGS HEREON Ru
m ro TH£ SOUTH U
N£ O
F JHE: SOUTf£AST 1/4 OF seCTIO
N 2, TOW
NSHIP 45 SOUTH. RANG
e 25 EAST. L££ COUNTY. FLORIDA AS BEING 5.89"O
.J'49-",
6, THE LANDS SHOW
N H£R£ON M£RE' NO
T AB
SlR
AC
lm FOR EASElfENTS. SE18ACKS.
RESTRIC71ONS. RESERVATIONS, OR R/G
HTS-cY-W
AY.
7, THIS PROPE'RTY IS LO
CA
lm IN FLOOD ZO
NE 8 HAIANG NO BASE flOO
D El£VAO
ON PER
FLOOD INSURANCE RATE: MAP 125124
O.J5OB DArED SEPTE1iBER 19. 19
K
8. APPRO
XIIIA1£ HEIGHT OF BUILDINGS -.JS.O·
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SH
EE
T20F3 THIS INSlRUM
ENT PREPARED BY: S1EPHEN E. BERRY, LS
. 15296, L.B. #6753 BBLS SURVEYORS & MAPPERS INC.
1502-A RAIL HEAD BLVD. JO
' 110'
SCAL£,' _ 140' 1M
5 EJOaT M
AT HAIlE BEEN RE
Dt.I[E
) C
UR
VE TABLE
A PORTJDN O
F S£CTJDN 2,
TOW
NSHIP 44 SOUTH,
RANG£ 25 £A
ST
L££ COUNTY,
FLOR
IDA
CURVE RADIUS
DELTA. LENGlH
OiOOO BEARING S
ITE PLAN
/ SU
RVEY
C100 ,]25.00
36"22'4-5' 205.35
202.9' N
88'49'22"W
ClOt
BJS.OO 38'59'12"
568,17 557.27
NaTJ,'09'W
C
I02 685,00
38'59'12" 468.11
457.17 587"JI'09"E
CID
l 475.00
387.2'45" 301.59
298.55 588'49'23"E
CID4
635.00 46'22'49"
514.()2 500.10
N8J'49'21"W
e10S
525.00
23'22',2" 214.1.
212.&6
SB4'4O'22'W
C
I08 1123.59
11"02'38" 21a.57
216.24 S81'4J'Q
5"E
LEGAL O
ESCR
IPnON
TRACT L-.3 (LN
CE/D
L)
---------
..... 00 48"22'49"
392.60
--------------
... PmTJON O
f SECTION 2. TOWNSHIP 45 SOUTH. RANGE 25 E"'ST. LEE COUNTY. Fl.CRlD ....
BEING MCRE P
MlIW
LAR
LY DESCRIBED ... 5 Fa..L0W
S:
TRACT MF
-J
COMMENCE ... T THE SOUTHEAST CORNER OF' THE SOUTHEAST QUARTER OF SAID SECTIa.I
2: THENCE 5.89'O
J'4$I· •• , Atom THE SOOTH UNE O
f SAIO SOUTHEAST QUARTER, A DISTANCE OF 605.98 FEET;
THENCE N.OO
'5\5',,"W., A DISTANCE OF 569.41 FEET TO 1H
£ POINT O
f BEGINNING Of THE PARCEL O
f lNID
HEREIN DESCRIBED, THE SAME BEING A
POINT (IN A CURVE TO THE L£FT, HA't1NG:
A RADIUS Of 325.00 FEET, A CENTRAL
ANGLE OF 36'22'45", ... otOR
D BEARING O
f N.88'49'22"W
., AND A ctlCRO LENGTH O
f 202.91
FEET; THENCE ALONG 11£ ARC or SAID C\lR'oE: AN ARC LENGTH Of 208.35 FEET
TO THE END Of SAID O
JR\€: lHENCE 5.72'59',5"W
., A DISTANCE OF' 406.58 fEET TO THE POINT O
f CURV ... 1URE Of A CUR'oE: TO THE RIGHT HA\'ING
... RADIUS OF' 835.00 FEET, A CENTRAL ANGLE OF JII'SO
'12", A OIO
RD BEARING Of N
.8731'09·W., AND A
OiORO LENGTH OF 557.27 FEET: THENCE ALQoIG THE ARC OF SA
l) CVR
\€ AN ARC LENGTH O
f 588.17 FEET TO THE END OF' SAID CU
R\€:
THENCE N.21'58'27"£., A DISTANCE
rF lSO
.00 fEET TO A POINT HEREINAFTER REFERED TO AS POINT ...... THE SAME BEING
A PONT (»
I A QJR
'JE TO THE L£FT, HA'o/INC: A RADIUS O
f 685.00 FEET, A CENTRAL ANGlE or 38'59'12", A maID BEARING O
f S.BT31'09·E., AND A OiO
OD lENGTH a:-
457.17 FEET; THENCE ALONG 11£ ARC Of SAID C
UR
\€ AN ARC LENGTH Of 466.11 fEET
TO 1HE END OF SAID CU
R\€: THENCE N.72'S9'1S"E., A DISTANCE c:K 406.56 FEET TO
THE POINT c:K CURV ... TURE Of ... CURVE TO THE RIGHT HA"'NG
: A RADIUS OF
FEET, A CENlRAl. ANGLE OF 36'22'45", ... otOR
D BEARING O
f S.B8'49'23"[., AND A OiORO L£NG1H OF' 296.55 FEET: THENCE ALO
IG THE ARC (F
' SAID CURVE AN ARC LENG
lH OF 301.59 FEET TO THE END or SAID CUR't.E: Tl-EHCE 5.19'22'O
O·W
.. A DISTANCE Of lSO
.00 FEET TO THE POINT OF' BEGINNING. PA
RG
a CONTAINS 4.06 MORE OR LESS.
AND
583"49'21"£
UN
PLAnm
tRACT t.4F-l
TRACT L-4
UNE LI L2 LJ L4 LS L6 L7 U
I
" L10
UN
ETABLE BEARING
DISTANCE S72'59'15-W
0406.56
N21'58'27"E
ISO.OO N
72"59"5t: ...... SI9'22'O
O"W
150.00
S72'59'IS"W
0406.58 S
06'9'09"W
20.24 SO
J'48'49"E 84.32
N72'59'15"[
446.57 N29"'22'04"E
150.00 NJ3'Sf1'52"W
98.88
COMMENCE AT THE AfOREM
ENTIONED POINT "A·: THENCE N
.33'56'S2·W., A DISTANCE OF
98.66 FEET TO THE POINT OF BEGINNING OF THE PARCEL Of LAND HEREIN DESCRIBED;
niENCE N.29'22'04·E., A DISTANCE O
F 150.00 FEET TO A POINT ON A aJR\€ TO THE
LEFT, HA...,NG: A RADIUS Q
f 48S.00 FEET, ... CENTRAL ANGLE Qf 46'22'49-, A ctlO
RO
BEARING OF' 5.83'49'21"[.. AND A OiO
RD LENGTH OF' 381.97 FEET: THENCE ALa.lG
lHE
ARC Q
f SAID aJRVE AN ARC LENGTH OF 392.60 FEET TO THE END O
f SA
Il aJRVE: THENCE N
.7T59·'5"E.. A DISTANCE OF 446.57 FEET: THENCE S
.03'48'49t: .. A DISTANCE OF 84.32 FEET TO A POINT ON A CURVE TO THE RIGHT. H
...... NG: A RADIUS O
f 1,12.3.59 FEET, A CENTRAL ANGLE OF 11'02'38". A O
iORD BEARING OF S.81·43'05"E., AND A
otOR
D LENGTH OF 216.24 fEET: THENCE ALONG THE ARC O
f SAID CURVE AN ARC
LENGTH OF 216.57 FEET TO THE END OF SAID CURVE; THENCE S.06'9'09"W
., A DISTANCE OF' 20.24 fEET TO A POINT ON ... C
UR
\€ TO THE lEFT, HA...,NG: A RADIUS OF
525.00 FEET. A CENtRAL ANGLE OF' 23'22'1r, A QiORO BEARING OF S.84'4Q'22"W
.• AND A CHORD LENGTH O
f' 212.66 FEET: THENCE ALONG THE ARC OF' SAID CURVE AN
ARC LENGTH OF 2'4.14 FEET TO THE END OF SAID C
UR
l£: THENCE S.72'59'15"W
., A DISTANCE OF 0406.5& FEET TO THE POINT OF QJRVATURE O
f A CURVE TO THE RKlHT HAIJING: A
RADIUS OF &35.00 FEET, A CENTRAL ANGlE OF 48'22'49", A O
iORD BEARING O
f N
.8Y4s"2I"W.,
AM
) A otOR
D LENG
ni Of 500.10 FEET;
THENCE AlONG THE ARC OF SAIO OJRVE AN ARC LENGTH OF 514.02 FEET TO THE POINT Cf' BEGINNING. PARCEL CQ
IITAINS 3.24 ACRES, MORE CR l.£SS.
TOTAL AREA OF' PARCEL DESCRIBED IS 7.30 ACRES, MORE OR LEss.
TRACT P-1
t:;
C'06
NAPLES, FLORIDA 34110 (239) 597-1315
L6
TRACT NF
-2
(FU"""IlE\U
IIPIIENT)
CI00
------------------
NO
TES;
--------------------
P.D.C
. p.o.a F.I.R.
S.I.R.
LS. LB
. F ..... C. SEC. ""'. RNo. R/W
A.E. D.E. C.P.E. P.U.E. LB.E. LC.E. A
/C
ffi.ill
LEGEN
D
TRACT L-5
POINT Of eot.tM
ENCEMENT
POINT Of BEGINNING
a F'OUND 5/8" IRON ROO W
/CN> (LB. 16579).
UNLESS OTHERtilSE • SET s;r IR04 ROO
NTH
CAP '-B 6753-
UCENSEO SUR\I£YOR UCENSEO BUSINESS fLO
RID ...... ot.IINISTR ... lI'IE
CO
l)[ SECTION TOW
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f W"'Y
CENTER UN
E 1000m
CAlIO
O
MEASURED
CA
La.l. ... TEO CONDOMINIUM BOUNDARY ... CCESS EASfNENT DRAINAGE EASEM
ENT CART P ... TH EASEM
ENT PUBUC U1I.JTY EASEM
ENT LANDSCAPE BUFFER EASEW
ENT UM
llED COMM
ON ELEMENT
EXISTING A
fi CQNDITlOOING PAD COM
MON AREA
EXISTING CONCRETE
-UNLESS OTHER'MSE SHOW
N, ALL IMPROVEMENTS SHO'IIN HEREON ARE PROPOSED AS OF THE DATE O
f THIS ORAWNG.
-PROPOSED IMPROVEMENTS ARE SUB.ECT TO NORMAL COOSTRUClIQN TOlERANCES.
-REFER TO SHEET 1 Of 3 FOR RECORDED DATA REGARDING EASEM
ENTS. -A
LL tRACTS ANO EASEMENTS SHOW
N HEREa.I REFER TO VIlLA CAPRI AT PEUCAN PRESERVE tRACT -T".
ACCORDING TO THE PLAT THEREOF RECORDED AS
TRACT t.lF-J
---
k 1 '"
1
'\
1 "
1 /
1 /
1 1 1 1 1 TRACT M
f-2
(FU1IJftE 1IE'o<UI'NENT)
1
'I'" 1 1 1 1 1
1'1 ZI P.D
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1 1 1 INsm
UMENT ,2006O
Cl0128028 IN THE PUBUC RECOROS CF LEE COUNTY.·FL
SOUTH UNE fF SE 1
/4 CE
SEC 2. n1P -4SS. RHO 2M:
I Iv 60:;'116
1 589"03'49"W
(BEMIN
G BASIS)
.. .. ..,.
H
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w
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SCALE l' ,. 20'
VIADANA A T PELIC
AN
PRESER
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CO
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OM
INIU
M
CONDO
MINIUM
PLA T BOO
K PAG
E
SH
EE
T30F3 THIS INSTRUM
ENT PREPARED BY:
THIS EXHIBIT MAY HAVE BEEN REDUCED A PO
RTION
OF
SECTIO
N 2,
TOW
NSHIP 44 SO
UTH
, RANG
E 25 EA
ST LE
E CO
UNTY,
FLORID
A
BBLS SURVEYORS" M
APPERS INC. 151J2.A RAIL HEAD BLVD.
NAPLES, FLORIDA 34110 (941) 597-1315 T'l'PICAL
01
.40
'0
T'l'PICAL
TYPICAL
laJ" +"
la
J r r
10.25' 1
0.2
5'''':
,S.SO
' N
10.25'
to.2et I
I n
1 •. 25' , •.
, 1 •. 25'
1 •. 25'
l:l
. "".70'
TYPICAL TYPICAL
R
Ie :Ii 51 g LANAI LC.E.
13.50'
.-13.60'
LANAI LC.E. [b,
'" 5.00'
51 g 6.00'
LAN .. .-
• 1J.SS'
,
.-LANAI LC.E.
,13
.65
'
5.80'
g
I -
I I
I 36.80'
I 36.BO
' I
/IMT"A"
5.B5' '1'3.90'
GARAGE AREA UNIT "","
LC.E.
51
21.40'
UN
rT""
53.};!:9' 53;10'
12.20'
I I I
I 20.00"
GARAGE AREA UNIT "S'
0.00"
GARAGE AREA UNIT -0'
LC£
21.40'
FIRST FLO
OR
19.00'
• 5.85'
il i1i
ELEVATION
S SHDVN HEREON ARE NGVD 1929.
Ii II II II II II II
/IMT"C
"
II GARAGE BELOW
II
77,'70'
II II
II II
H
II
77.:05'
/IMT"l1"
H
II II II II II II GARAGE BELOW
II
II II
II II
II II
II f1
.. c:..".J
SECO
ND
FLOO
R
BU
ILDIN
G 3 FLO
OR
ELEVATIO
NS
UNIT 'A'
UNIT 'B'
UNIT 'C'
UNIT 'D'
I BUILDING 3
24.95' 24.95'
35.95' T 35.95'
H Z (fl
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CAMARELLE lr ,/ 'j'
(( ,I, i \ i " \ \'l , ....
A PORrIllN OF
SECTION 2,
TOWNSHIP 44 SOUTH,
RANGE 25
EAST LEE COUNTY,
FLORIDA
c ... ·· .. /".'-...,
. "-
___ ----II
CERTIFICATION:
lltE UNDERSIGNED, BEING A SURVEYOR AU1tlOR!ZED TO PRACTICE IN THE STAlE OF
FlORIlA
, HEREBY CERTlRES "OIAT "OIlS SURVEY, PLOT PlAN AND GRAPHIC DESCRIPllON O
f VlADANA AT PEUCA.N PRESER\IE. II. CONOOUINIUM, TOGETHER Wlnt THE DECLARA. TION
Of CONDOUNUM
Fat
VlADANA II. T PEUCAN PRESERVE, A CONDOtoINUAI. ARE IN SUfFJaENT DETA.I. TO IDEHTlFY 1HE COMMON
EI..floIENTS AND UNITS OF ... ADANA AT PElICAN PRESERVE. It. CONDOUINUW
AND Tt£IR RnA
1JVE lOCA nONS AND APPROXIMATE
ITS 4A, 48, 4C, AND 40 IN VlADANA AT PElICAN PRESERVE. A.
ilE BEING CERTIFIED AS SUBSTANTIAllY COMPl.E1E AT THIS TIME. THE
)f" VlADANA A.T PEUCAN PRESERVE. A CONOOMNUY IS NOT
CC
NPl£1L
AND, I HEREBY CERTIFY lltA
T THIS CONDOMINIUM SURVEY O
f lHE HEREON DESCRIBED
BOARD or PROfESSIONAL LAND SURVEYORS IN Q-IA.PlER 61G17-6, F.A.C.
PURSUANT TO SECTION 472.027 FlORIDA. STAlUlES.
S·2
7/2.4./07 J;
REVISED: ADDED BUILDING f2 07/02/07
REVISED: ADDED BUILDING Ii 02/19/D
7 REVISED:
ADDEO BUILDING f8 02/19/07 REVISED:
ADDEO BUILDING " 02/19/07
THIS INSTRUMENT PREPARED BY:
STEPHEN E. BERRY. L.S. 15296. L.B. #6753
BBLS SURVEYO
RS' IlAPPERS INC. 151JZ.A RAIl. HEAD BLVD.
NAPLES, FLORIDA 341111 (239) 597-1315
LOCA
TION
MAP
NOT 10 SCAl£
NOTES:
CONDO
MINIUM
PLAT BO
OK
_ PAG
E
SHEET 1 O
F3
-$£I" Sl££rs 2 (F 3 NIIJ 3 £T 3 F1lR N
JDIrD
IM. DlJENSIlJIIN. M
rA. -tIL£tS
OrJER'rIlSC SIIM
t MoL I1fil(JV8I£NTS SHAIN 1ER£lN N
l£ PI'ifI'OSG
.u fT n
£ M
lI' iT TIUS lIM
llIMi
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'fitJVDEJlTS ARC SUL£CT TO IDlIIN
.. ClMST'IlOCTIlM
1Il.awa:t
LEGAL DESCRIPTIO
N: (s
a SHEET 2 O
F :1)
NOTES:
t. D
£SCR
IPTION
OF C
OM
IION
e..EJJENTS: II) THE LAND ENCOIt/PASSED B
Y 1H
£ PROPERTY D£SCRIPTION IIIHICH IS NOT IN 11-£ UNIT
BOUNDARY OR 1HA T IS N
OT PAR
T OF 1'H£ LIM
ITED COMMON ELEItIENTS. B
) ALL PA
Rr5 OF 1'H£ IIIP
tfOlID
IEN
rs NOT INa.UDED HlTM
N THIS UNIT. C
) TH
E PROPERTY AN
D INSTALLA 1IO
NS FOR FU
RNISHING
uru
TY
TO M
OR£ TH
AN 01£ UNIT OR
TO TN£ OOMIIION aEJlEN
TS. OJ
TH£ TANGIBI.£ PE
RS
aUtL PRO
PERTY RCCJC.HRED FOR IIA1NTENANCE AND c:F'fJi'A TlON OF THE CO/tlDOU1NIIJII PROPERTY.
£) SUCH OTHFR PROPERTY AS 1104 Y B
£ PflOM
DfD
FOR IN 1HE DEa..ARA noN O
F CONDOUINIUII.
2. DESCRfP110N OF U
IIJTED CO
MIKJN El.E'M
ENTS: U
IMTm
COMM
ON EL£lf£H15 SHALL CO
NSIST OF 1H£ LANAI AND THE PERIIANEN1L Y
ASSIGNED GARAG
e AREA AND CERTAIN OTHER .AR£AS AND HEWS, ..1LL O
F WHICH ARE
IIOR
£ FULLY OESCRIB£D IN 1H£ O
EaARA 110N O
F CONDOMINIUM
.
.J. AN £ASEJlEN
T IS HCREBY GRANTfiJ AND R
GE
RY
m UPON AND APPLICABLE TO ALL
COMIIGW
E1EJI£Hrs AND LlllllTED CONIION £l.DIEN
TS AND OTHER PRCPERTY D
£SCR
f8£D
H£REiN FOR
THe CONSTRUCTION. USC AND
lIA1NTENANCC OF AU
UTlUT1£S WHETHER
PUBUC OR PRlVA J'E" (WQ
.UDING CABLE' TEl..£VfSJON). FOR DRAINAGE AND
THE' JAAlNTFNANCE ANO
CARe O
F THE' DRAINAGE S-,s'lEIf. FOR OR ASSO
OA7ID
1W1H
THE JI/lIN
TfNAN
C£. REPAIR AN
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PeRA TION OF THE tX
INlJ(M
NM
/ PROPERTY AN
D
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ADJACENT THE P£D£STRfAN AND V£HICIJLAR INGRESS AND E'CRFSS.
FOR CO
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IIAINTEN
ANC
E AND OPERA TION IN
tZHER
AL. AND
FOR ALL 07H
ER
PURPOS£S AS AlO
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lAT/O
N O
F ClJNDOM
INI/JII FOR 1H
F CONDO
ItJINIfM ro IItH
IOI 1HF DRAW
INGS PENTA/N.
of. ALL IIAPROI.£JtIENTS SHO
rtN ARE PROPOSED EXCEPT 10 TI£ EXTCNT SUCH
IMPR
O'ID
ffNTS H
AlE
BEEN CERr1Fl£D AS
BEJNG SU8STANl1ALLY 00IIF't.£7F AND ARE
BASED ON 1H£ SITE O
£'o£LaPMENT Pl..N
IS PREPARED B
Y VAN
ESS ,&0 DAn.a/\', L
LP
.
5 HEREON REFER 10 1H
F SOOTH UN
E O
F 1H£ SOOTHEAST 1/4 OF S£C11Q
N 2. 1OW
NSH/P <IS SOOTH. RANG£ 2S CAST. L£F COUNTY, FLQR/OA AS BEING S.S9"Q
.:J'4Sall
6. 1H£ LAN
DS SHO
WN H
EReO
N lIE7\'£' N
OT ABS1RAC1FD FfJR £ASEilENTS. SETBACKS.
R£Sm
tCl1O
N5, R
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NS,
OR RIG
HTS
-OF-W
AY
.
7. 1HIS PRtJPO
fTY IS W
CA1FD
IN flOO
D Z
QIE
8 HA'ANG NO BASE FLOOD El.£VATIO
N P£R FLOOD INSURANCE RA TE" M
AP 125124 0JS08 OA rED SEPTaIB£R
19. 1984.
B. APPRO
XIMATE HDG
HT OF BUILDINGS -
.J5.0'
!i i ., 1 f
H Z (fl
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* I\) o o ....,J o o o I\) w
....,J U1 I\) W
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I
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Ii J I I
4 N I
VIADANA A T PELIC
AN
PRESER
VE, A
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ND
OM
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CONDO
MINIUM
PLA T BOO
K PAG
E
SH
EE
T20F3 THIS INSTRUM
ENT PREPARED BY; SlEPHEN E. BERRY. L.S. 15296, LB. 16753 BBLS SURVEYORS & M
APPERS INC. 1502-A RAIL HEAD BLVD.
30' 110'
5iii01!!!!I A PO
RTI[JN OF
SECTION e.
TOW
NSHIP 44 SOUTH, RANG
E e5
EAST LE
E COUNTY.
FLORIDA
SCAlE
_ 140'
1HI5D
HIIITIIA
YH
AW
EllEEJrlAED
lICEO
CURVE TABLE CURVE
RADIUS DElTA
LENGTH CHOOD
CHORO BEARING SITE
PLAN /
SUR
VE
Y C'D
O
325.00 36'22'45"
20&.35
202.91 N
88'49'22"W
ClO1 8J5.oa
38'59'12-56&
17 557.27
N87'J,'oV-W
0102
685.00 38"59"2-
466.11 457.17
587'J"OS"E
CID
l 475.00
36'22'45" 301.59
296.55 588'49'23"(
CID4
835.00 46'22'48"
514.02 500.1(]
N83'4S'2'''W
CIOS
525.00 23'22"2"
214.14 212.66
584'4Q'22"W
C
'06 1123.59
11"02'38" 216.57
218.2. 581'43'05"£
CID7 46"22'49"
382.60 381.97
583'49'21"E 1RACT L
-4
(lNCEft>.E.)
-----.... C
101 "
" , I U
NETABLE
1RACf L-3 I
UNE BEARING
DISTANCE (LNCE/D.E.)
.... .,'
----------------------LEG
AL DESCRIPTION
A PORTION SECllO
N 2, 4S SOUTH. RANGE 25 EAST, lE
E COUNTY. F'LCRIO ....
BEING WORE P
AR
llaJlAR
L Y DESCRIBED AS Fa.lOW
S:
TRM:T N
F-3
CClllNENCE AT THE SO
lJlH[AST CORNER O
f 1HE SOUTHEAST QUARTER Of S
Al) SECTION
2; THENCE 5.88'03'49"w., AlO
NG
THE SOUTH UNE OF SAID SOUtHEAST O
JARTER, A
DISTANCE Of 605.11!1 FEET:
THENCE N.O
D'5&'W
W., A OOiTANCE O
f sel.041 FEET TO THE PO
NT O
f BEGIN
HIfl; O
f THE PARCEl... Of LAND HEREIN DESCRIBED, THE SAM
E B£lNG A
PON
T A CUR'JE TO THE lEFT, HA\1NG
: A RADIUS O
f 325.00 FEET, A CENTRAL AN
GlE O
f 38"22'045", A CHORD BEARING
Of N
.88·49'22"W., AND A CHORO LENGTH o
r 202.91 fEET:
THENCE ALONG
11£ ARC Of SAID CUR\fE AN ARC LENGTH O
f 206.35 FEET TO THE END O
f SAID CUR\fE; THENCE 5.72'59"15"W
., A DISTANCE or 4OIS.se FEET TO
THE POOtT CF OJR
VAruRE O
f A CU
Rl,'[ TO THE RIGHT HA\1NG
A RADIUS OF 8l5.OD
FEET, A CENTRAL AN
GlE O
f 38'59'12", A 0i0R0 BEARING
Of N
.87"31'09"W., AND A
CHORD LENGTH or 557.27 FEETj
THENCE ALONG THE ARC Of SAID CURVE AN ARC
LENGTH Of 568.17 FEET TO tH
E END OF SAID CUR\,E: THENCE N
.21'58'2rE'., A DISTANCE
Of 150.00 FEET TO A PO
INT HERElNAFlER REFERED TO AS P
aNT "A
", THE SAME BEING
A POINT ON A CUR\E: TO 1HE LEFT, H
A ..... G:
A RADIUS Of 685.00 FEET, A CENTRAL
ANG
lE OF 3a'59'12", A OiC
RD
BEARING O
f 5.aT31'OS"E., AND A CHORD LENGTH O
f 4-57.17 fEET:
Tt£NC
E ALONG tHE ARC OF SAID CUR\fE AN
ARC LENGTH Of "66.11 FEET
TO THE END OF SAID CUR'JE; THENCE H
.72'59'15"E .. A DISTANCE Of 406.56 FEET TO
THE PClNT Of aJRVATURE OF A CUR\fE TO THE RIG
HT HA\1NG:
A RADIUS or ... 75.00
FEET, A CENTftAL A
Ntu: OF' 36"22'''5'', A CHORD BEARING
CF S.88'''9'23''E., AND A O
iOR
O LENGTH O
f 296.55 FEET: THENCE ALONG THE ARC O
f SAID CUR'JE AN ARC LENGTH OF 301.59 FEET TO lH
E END Of" SAID CUR'IE;
THENCE 5.19"22'00 ..... A Of STANCE CF 150.00 FEET TO THE PO
INT OF BEGINNING. PARCEl.. CONTAINS ".0& ACRES,
MORE OR LESS.
ANO
II 572"59"S·W
406.56
L2 N
21'58'21"£ lSO
.00 LJ
N72"59"5,,[
L+ SI9'22'O
O·W
150.00
u ..... nED
LS S72"59'lS"W
406.56
L6 S06'19"O
S"W
20.24 L7
503'48'49"[ 84.32
UI
N72"59'15"£
-«6.57 L9
N29"22'04"[
150.00 lI0
NJJ'5S'S2"w
..... TRACT M
F-l
COMM
ENCE AT THE AFOREM
ENTIONED POINT "A'"; THENCE N
.33'56'52"W., A DISTANCE O
f' 98.66 FEET TO THE PO
INT OF BEGINNING Of THE PARCEL OF LAND HEREIN DESCRIBED:
lHENCE N.29'22'04-"£., A OISTANCE OF 150.00 FEET TO A PO
INT ON A CUR\fE TO THE LEFT, H
A\tNG
: A RADIUS O
f 485.00 fEET, A CENTRAL ANGLE Of 46'22"49·, A CHCRD
BEARING O
f S.8J' .. 9'21"E.., AND A CHORD lENG
TH Of 381.97 FEET:
THENCE ALONG THE ARC OF SAID CURVE AN
ARC LENGTH OF 392.60 FEET TO THE END ar SAID
THENCE N.72'59'IS"E., A DISTANCE OF" -«6.57 FEET;
THENCE S.03'48·049"£ .. A DISTANCE
OF 84.32 FEET TO A POINT ON A CUR'JE TO THE RIGHT, HA'v1NG:
A RADIUS OF 1,123.59 FEET, A CENTRAL ANGLE O
f ll'02
'Jfr, A CHORD BEARING O
f S.81· ... 3·05·£., AND A
CHORD LENGTH Qf 216.2" FEET:
THENCE ALCWG THE ARC OF SAID CUR\fE AN
ARC LENGTH O
f 216.57 FEET TO lHE
END CF SAID CURVE; THENCE S
.06'9'09"W .. A
DISTANCE ar 20.204 FEET TO A PDlNT ON A CUR'vE TO THE LEFT, HA'v1NG:
A RADIUS Qf
525.00 FEET, A CENTRAL ANGLE OF 23
'22
'lr, A QiO
RO
BEARING ar S.84·4O
'22"W .. AND
A Qia
m LENGTH O
f 212.66 fEET: THENCE AlO
NG
lHE
ARC OF" S .... O CUR\€: AN
ARC LENGTH O
f 21 .... 1 .. FE
T TO THE END o
r SAID CURVE: THENCE 5.7T
59"5"W •• A DISTANCE
OF 406.56 FEET TO THE PaN
T OF (lJRVATURE OF A CUR'JE TO THE RIGHT HAVING
: A
RADIUS ar 635.00 F
ET
, A CENTRAL ANG
lE Qf 46'22'4-9", A otO
RO
BEARING ()f"
N.83'''9'21''W
•• AND A CH
am LENGTH ()f" 500.10 FEET:
THENCE ALONG THE ARC OF SAID CURVE AN ARC lEN
GTH
OF" 514.02 fEET TO THE PON
T ar BEGINNING. PARCEL CO
NTAINS 3.24-
ACRES. MORE OR LESS.
TOTAL AREA OF PARCEL DESCRIBED IS 7.30 ACRES. MORE OR LEss..
NAPLES, FLORIDA 34110 (239) 597-1315
TRACT P-1
!;;
c, ..
L6
1RACT "'-2 (FU
1\lREIlE'o<UI'IIEH
T)
=::::.::::.::::--------,--
C100
--------------------_ .... -----
-_ .... -----
P.O.c.
p.o.a FJ.R
.
5.I.R.
LS.
LB.
F.A.C.
SEC. ""'. RNG. R/W
£
LEGEND
TRACT L-5
( .......... )
PON
T OF CONUENCEt.lENT
PONT OF BEGINNING
o FOUND siS-IR
a" ROO W
fCNJ (LB
. 16579). UNLESS O
lHER'MSE SHO'M
II • SET 5/8"
ROO W
ITH CAP "lB 6753" UCENSED SUR'JEYOR UCD4SEO BUSINESS A.OOIDA AONINISTRA llve: CODE SEen"" ro.,.,.SHlP RANCE RIGHT OF W
A.Y CENTER UNE IOENllACAllC»l toIEASUREO C
ALQJl.AlED
C<NIDM
INIUM BOUNDARY
ACCESS EASEMENT
DRAINAGE EASEUENT CART PATH EASEW
ENT PUBUC UTILITY EASENENT LANDSCAPE BUFFER EASEM
ENT UM
ITED COMM
ON ElEMENT
P.O.B.
TRACT "'-3
A.E.
D.E. C.P.E. P.U.E. LB
.E.
LC.E.
A;C
lliill EXISTING
AIR CONDITIONING PAD CON ... ON AREA [)(!STING
CONCRETE
NO
TES: -U
NLESS O
THER'MS£ SHDVtt!, A
ll IMPROVEM
ENTS SHOVtt! HEREON ARE PROPOSED AS o
r lHE
DATE Of llilS
DRAWING.
-PROPO
SED IMPROVEM
ENTS ARE SUBJECT TO NORNAL CO
NSTRUCTlCJl TOLERANCES. -R
EfER TO SHEET 1 O
f 3 FCR RECOROEO DATA REGARDING EASEMENTS.
-ALl.. TRACTS AND EASEMENTS SH
DfIH
HEREON REFER TO VIllA
CAPRI AT PEUCAN PRESERVE TRACT "T",
ACCORDING TO THE PLAT lHEREOF RECORDED AS
INSTRUMENT 1200&000126026 IN lH
E PUBUC RECORDS ()f" LEE COUNTY, F
L sanH
utE ar SE 1
/4 Q
f S
EC
2.1lIP465,.R
NO
eE
k I '" I
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I
I "
I /
I I I I I :1 I
1RACT NF-2 (FUlUIIE1lE'o<UI'IIEHT)
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SE CORNER Of SE 1
/. SEC 2-lW
" 45S-RNG 25E"
sa91lJ' .. 9"W (BEARING
BASIS)
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> 0:
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N
4 PI I 5' 10'
SCAlE ,. '" 20'
THIS EXHIBIT MAY HAVE BEEN REDUCED
VIADANA A T PELIC
AN
PRESER
VE, A
CO
ND
OM
INIU
M
A PO
RTION
OF
SECTIO
N 2,
TOW
NSHIP 44 SO
UTH
, RANG
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ST LE
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NTY,
FLORID
A
TYPICAl TYPICAL
miCAL
CONDO
MINIUM
PLA T BOO
K P
AG
E
SH
EE
T30F3 THIS INSTRUM
ENT PREPARED BY: BBLS SURVEYORS & M
APPERS INC. 1502-A RAIL HEAD BL VD.
NAPLES, FLORIDA 34110 (941) 597-1315
TYPICAL
T'IPI"[ mJ
2 .. :'[' F 10.25'
lo
.lS
'N
:.60' N
r 10.25'
10.25'
;;L...I;; ";:r I::
mlCAL
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10.25' LS
lo.2S· • '%
• I
10.25' lo.2S'
0, .... TYPICAL
l;! lANAl
c:i LC.£'
• 13.55'
•
'.00" ,....-.-
lii '"' 13.60'
LANAl LC.£.
., l;! 51 6.00"
LANAI LC.E
i! '"' •
13.65' ,
R '"'
• 13.65'
5.80'
• 36.75'
• •
36.BO' •
36.75' I I
36S0' I
ENlO
Y LC.£.
• 4
5.80'
l;!1 iii
IINIT"A"
fINIf""B"
53.35' 53;.0'
12.20'
'19.90' I I I "Ill
GARDEN
GARAGE AREA IBtl (25'
C£
UNIT -A-LC.£.
1.25
0.00"
GARAGE AREA UNIT -B
-LC.E
• •
0.00"
GARAGE AREA UNIT -0-
LC.E
GARAGE AREA IB'r 5' UNIT ·C
· LC.£.
51
21.40' 21.40'
FIRST FLO
OR
I
TI • llr"\.;:
.. 5.80'
);l i1i
ELEVATIDNS SHO'w'N HEREON ARE NGVD 1929.
H II II II II
II II
IINIT"C
"
II GARAGE BELOW
II
77."70'
II II
II II II
77.S5·
1INIT"l1"
H
II II II II II II GARAGE BELOW
II II
II II
II II
II 11
SECO
ND
FLOO
R
BU
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G 4 FLO
OR
ELEVATIO
NS
UNIT ·A-
UNIT ·B·
UNIT ·C·
UNIT -n·
I BUILDING
4 24.60'
24.60' 35.60'
35.60' --I
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CD
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4 N I 75'
150'
SCA
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tHIS EXI8T lIAY BEEN REDUaD
/ /
, <\':. ", / , (,,;/
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.RE""'SED: ADOED BU
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07/02/07
n REVISED:
AOO£D BUILDNG 12 07/02/07
REvISED: ADD£D BUILDING 19 02/19/07
REVISED: ADDED BUILDING f8 02/19/07
REVISED: "OOED BUI.OING 11 02719/07
lHlS
INSTRUMENT PREPARED BY:
STEPHEN E. BERRY. LS. #5296. L.B. 16753
BBLS SURVEYORS .. MAPPERS INC.
1502-A RAIL HEAD BL.VD. NAPLES, Fl.ORIDA 34110 (239J 597·1315
CONDO
MINIUM
PLAT PAG
E
SHEET 1 O
F3
LOC
A nO
N M
AP
NOT 10 SCALE
NO
TES: MS££ SlEETS 2 rT 3 NUJ 3 IT
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i 4'IlfH
lf£1J JWf(1'IfJ£N
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TO NIRIIN.. cmsT1lt£TIrIi Tll.ERNC£S.
LEGAL DESCRIPTION:
(SEE SH££T 2 OF' :1)
NO
TES: fo
D£SCRlP11CW OF COM
MON £LEN£NTS:
A) THE LAND eNCOM
PASSED 8Y THE PROPERTY DESCRlP110N KHlCH IS NO
T IN rHE UNIT
OR THAT IS NOT PAR
T OF' rH£ UM
lT£D COIiIItfO
N £lDIC
NTS.
B) A
ll. PA
Rrs OF' THE: IM
PRO'tO
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lTHlN THIS UNIT. e) 1HE PRO
PERTY AND INSTALLATIONS FOR FURNISHING unuT
Y SER'ofCC ro U
OR
£ THAN O
Ne UNIT OR TO THE COIofIION
0) T1£ TAH
CI8L£ PERSONAL PROPERTY REQUIRED FOR IlAiN
IDIAN
C£ AND
OPERA T10N O
F THE CO
NOO
ItiIHIW
PROPCRTY.. E) S
UO
I OTHER PROPERTY AS M
A Y BE PROI4D
fD FOR IN THE OECLARA DON OF'
CONOfJNIN1UIoI.
2. D£SCRIP1ION OF' u
ti/1m
COItAIJON ElEMENTS:
UIAI1E'D COMM
ON EL£lfEN15 SHALL CO
NSIST OF' rH£ LANAI AND
TH£ PERU
ANEN
lLY ASSlG
N£D GM
AG
£ ARCA AND CD
lTAIN 07H
ER AR
£AS AND
1TDfS. ALL OF W
HICH ARE "O
RE
FULL Y DESCRIBED IN 'THE D
EaARA 710N OF' CONOOIIINIUM
.
J. AN EASEUENT IS HEREBY G
RAN
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RCSERVED UPON ANO APPUC
A8t£ TO ALL CO
IAIION ElEM
ENrs AND U
IIITm CO
I4ION BEM
ENTS ANO
01HE'R PROPERTY DESCRIBED HEREIN FOR 'THE CONSTRUC71ON.
ANO lIAINTFNANCE OF ALL UlIU
nES
KH£1H
Dl
PUBU
C O
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OlN
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MAINTENANCE ANO
CARE OF 'THE DRAINAGE S'I'STEI4'. FOR OR ASSO
CA lED IW
lH THE lIAIN1£NANCE. REPAIR AND OPERA DON OF' THE CO
NDOfIINIUII PRO
PERTY AND R
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"A I'S ADJACENT 7H£R£TD: THE PEDCSTRtAN AND
II£HIaA.AR
INGR£SS AND EG
REss. FOR CONS1RUC71ON, M
AINTFNANCC AND OP£RA 1ION IN GENERAL. AND FOR ALL O
THeR PURPOSES AS M
ORE SPECIFICALLY SET FOR
lH IN 1HE DEa.ARATlO
N OF CO
NOO
IIINIUItI FOR
1H£ CONOOM
INIUII 10 WHICH
THE ORAtwNGS PERTAIN.
4. ALL IMPR
O...aIEN
rs SHOWN AR
E PROPOSED EXCEPT TO THE: EXTa4T SUCH IM
PRO'l£M
£NTS HA
\£ BEEN COl11F1£D AS
BElNG SUBSTANTIALLY COIoIPI.E7E' AND A
R£
BA
saJ ON THE 511'£ D£l£LO
PMEN
T PLANS PR£PARED BY
VANESS ... DA )tOR
. LLP.
S BFARINGS HEREON R
um
TO TH£ SOU
lH U
N£ O
F THE: SOUTHEAST V4 O
F S£C71ON 2. TOW
NSHIP 45 SOUTH. RANGe 25 £'liST.
LEf: COUNTY. RO
R/DA AS 8£JNG S.89W
'.f.9"w.
6. THE LANDS SHO
'ftN HEReON NO
T ABSTRAC
1m FOR E:ASEMEN1'S. seTBACKS,
RESTRlCm:wS. RESm
VA71ONS, OR RIG
HTS-OF-W
AY.
7. THIS PROPERTY IS LOCA TED IN
ROOD ZONE B HA VlNG NO 8A5£ FLOOD El..EVA 710N PER
flOO
D INSURANCE RAT£: M
AP '25124 tU
50B DATED S£P1DI8£R 19.
19lU.
8. APPROXINAT£ HE/GHT OF' BUILDINGS -
:J5.0·
H Z (fl
1-;3
* I\) o o -...J o o o I\) W
-...J U1 I\) W
I'd III
lQ
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i CD Ii
I-' I\)
o H}
I\) o
E I i ! • g I I
4 N I
VIADANA A T PELIC
AN
PRESER
VE, A
CO
ND
OM
INIU
M
CONDO
MINIUM
PLAT BOO
K PAG
E
SH
EE
T20F3 THIS INSlRUt.4ENT PREPARED BY:
STEPHEN E. BERRY. LS. #5296. LB. #6753 BBLS SURVEYORS & MAPPERS INC.
1502-A RAIL HEAD BLVD. JQ
' ••
SCAI.£ ,". 140'
1II5DC
HIITM
... YH
AII:IlEEM
RDlU
tED
CU
RVE TABLE
A PORTIO
N OF
SECTIO
N 2,
TD'oINSHIP 44 SDUTH, RANG
E 25 EAST LE
E CDUNTY,
FLDR
IDA
CUR"
RADIUS DELTA
lENG
n-I CHORD
CHORD BEARING S
ITE PLAN
/ SU
RVEY
C100 325.00
36"22'45' 206.35
202.9' N
88'49'22'W
835.00 38'59"2"
588.17 557.27
N87"3"O
S"W
Cl02
685.00 38"59"2"
4615.11 457.17
S87'31'09"E C.O
J 475.00
38"22'45" 30',59
296.55 588'49'23"[
CID
4 635.00
46"22'49" 514.02
500.10 N
8J'4Q'2'''W
elO
S 525.00
23'22'12" 214..14
212.66 S84'4Q
'22"W
Cl08
1123.59 11"02'38"
216.57 218.24
SB,'4J'O
S"E C
ID7
.85.00 46'22'49"
392.60 381.97
583'49'2,"E tRACT L-4 (U
lCEjbL)
--_ P.O
.B. ' ...... lRA
CT NF-l
.J I-I-
I-I-
LEGAL DESCRIPTIO
N
tRACT L-3 (U
ICEIbL)
A PORTIOH OF SECTION 2. TOYtolSHIP 4S SOUTH, RANGE 25 EAST, lEE COUNTY, flORID .... BEING M
ORE P NtTlQ
Jl.ARl. Y
DESCRI8fO A5 Fa..LOWS:
lRA
CT M
F-3
COMM
ENCE AT THE SCllTHEAST CORNER OF" THE SO
UTHEAST QUARTER OF SAID SECTlCIi 2;
THENCE 5.80'03'49"W., AlO
oIG THE SOOTH U
N( OF
SA
l) SOUTHEAST QUARTER, A
DISTANCE OF' 605.98 FEET: THENCE
A DISTANCE OF 569.41 FEET TO THE PO
INT OF SEQNHING
OF THE PARCEL. OF LAND HEREIN OESCRI8ED, THE SAM
E BE
tlG A
POINT CIi A CURVE TO THE un, HAVING
: A RADIUS OF 325.00 FEET, A CENTRAL
ANGlE OF
A CHORD BEARING O
f N.88"49'22"W
., AND A CHORD lENGTH OF
2Qa,91
FEET; lH
ENC
E ALONG tHE ARC OF SAID CUR\.£: AN ARC lENG
TH OF 208.35 FEET 10 THE END OF S
AD
CUR\'£:: THENCE S
.72'9"5-..., A DISTANCE OF' 406.58 FEET TO THE PO
INT OF OJR
VAlUR
E OF A CURVE TO THE RIGHT HA\1NG
A RADIUS OF ll35.00 FEET,
A CENTRAL ANG
lE OF
A OiO
RO
BEARING OF
AND A O
iOR
D LENGTH O
f' 557.27 FEET: THENCE A
lCliG
THE ARC OF' S
Al) O
JRVE AN ARC LENGTH OF 568.17 fEET TO n
£ END OF' SAID CURVE:
THENCE A DISTANCE
OF' 150.00 FEET TO A POINT
HEREINAFTER REF'ERED TO AS PtwoIT "A", THE SoW
E BEING A PO
INT ON A C
lIR'fE TO "THE LEFT, HA...,NG:
A RADIUS OF' 1585.00 FEET, A CENtRAL AN
GlE o
r A O
iOR
O BEARING
or 5.8731'09"E
., AND A CHORD LENGTH Of
457.17 FEET; lH
ENC
E ALONG THE ARC Of" SAID CUR\.£: AN ARC LENGTH OF' 466.11 FEET
TO THE END Of" SA
D CUR'<'£:
THENCE N.72'59'15"E .. A DISTANCE OF 406.56 FEET TO
THE paNT
Of' Q
JRVAlU
RE OF A
TO THE RIGHT HAIlING
: A RADIUS O
f' 475.00 FEET, A CEN1RAL A
NQ
.[ OF" 36"22'45", A OiO
RD
BEARING OF 5.B8'49'23"E., AND A
OiO
RD
LENGTH Of' 298.55 FEET:
THENCE AlC
liG THE ARC OF SAID Cl1R'<'£ AN ARC
LENGTH OF 301.59 fEET TO THE END OF SA
Il CU
R'tf:; THENCE
.. A DISTANCE OF 150.00 FEET TO THE PO
INT OF BEGINNING. PARCEl.. CONTAINS 4.06 ACRES.
WORE OR LESS.
AND
ZZ
Z
Z
:=1:=1 =>:=1
-, C
101 "
UN
ETA
BLE
U
NE
BEARING
DISTANCE L1
406.56 L2
N21"58'2TE
150.00
L.l N
72'59',5,,£ 406.56
L4 S19"22'oo"W
lSO
.00 U
OP
lAnE
D
U;
408.58 18
S0619'og-W
20.24
L7 84.32
La N
72'59'15"£ 448.57
L9 N
29"22'04"E 150.00
L10 N
.l3'58'52"W
98.88
lRAC
T MF-l
CDMtoIENCE AT THE AFOREM
ENTIONED POINT "A
": THENCE N
.33"58'S2"W ..
A DISTANCE or 98.88 FEET TO THE PO
INT OF' BEGINNING OF THE PARCEl. OF' LAND HEREIN DESCRIBED; THENCE N
.29'22'04-r., A DISTANCE OF' 150.00 FEET TO A paNT
ON A CU
R\'[ TO THE
lEfT, HA\/ING:
A RADIUS OF 485.00 fEET, A CEN1RAl. ANG
lE OF A CHORD
BEARING Of 5.8Y49'21"E., AND A O
iOR
O I..EHGTH O
f' 381.97 FEET: lH
ENC
E ALONG THE ARC OF S
AIl CURVE AN ARC lENG
TH Of' 392.80 FEET TO THE END OF' SAID CURVE;
THENCE N.72'59'15"E., A DISTANCE O
f' 446.57 FEET; THENCE S.O
J"48'49-r., A DISTANCE OF' &4.32 FEET TO A PO
INT ON A WR
VE TO THE RIGHT, HA...,NG: A RADIUS OF" 1,123.59
FEET, A CENTRAl. ANGLE OF 11'02'38", A OiO
RD
BEARING OF
AND A O
iORO
lENGTH OF 216.24 FEET;
THENCE Ala.1G THE ARC OF SAID CURVE AN ARC
LENGTH or 216.57 FEET TO THE END OF' SAID C
UR
\£; THENCE 5.06'9'09"W
., A DISTANCE OF 20.24 FEET TO A PO
INT ON A QJRVE TO THE LEFT, HA\/ING
: A RADIUS OF
525.00 FEET, A CEN1RAL ANG
l£ OF A CHORD BEARING OF' S
.84'40'2.rW., AND
A CHORD LEHGTH OF 212.66 FEET; THENCE AlO
NG THE ARC O
F SAID CURVE AN ARC
lENGTH o
r 214.14 FEET TO THE END OF' SAID CU
R\£;
THENCE A DISTANCE
OF' 406.56 FEET TO THE PON
T OF QJR
VAlUR
E OF' A C1JR't"E 10 THE RIGHT HAVING:
A RADIUS OF' 635.00 FEET,
A CEN
TRAl ANGLE OF' 46'22'49". A Q
iOR
O BEARING
OF N
.83"49'21"W., AND A O
iOR
D lENG
TH OF 500.10 FEET: THENCE ALONG THE ARC OF SAID
CURVE AN ARC LENGTH OF' 514.02 FEET TO THE POINT OF' BEGINNING. PARCEL CO
NTAINS 3.24 ACRES, M
ORE OR LESS.
TOT,t,L AREA or PARCEL DESCRIBED IS 7.30 ACRES, NO
RE OR LEss.
NAPLES, FLORIDA 34110 (239) 597·1315
lRACT P-l
!:;
C106
• c. ..
i-M
----
CIDO
------------------------------------lRAC
T NF'-3
P.o.c. P.O
.s. "J.R
.
5.1.R.
LS.
LB.
... ,,-c. SEC. ,...,. R
NG
. R/W
{
LEGEND
1RA
CI'L-5
(UlC
EjbL)
paNT
OF CONMENCEUENT
paNT
OF BEGINKING o FOUND
IRON ROO W
/CN
' (L.B. 16579).
UN
lESS 01l£RYItSE SHO ....
• SET
IRali ROO
WITH CAP "lB UCENSED SUR'<'£YOR UCEttSEO BUSINESS fU
RD
A IIDNINISTRATI'<'£ CODE
SECTION TOW
NSHIP RANGE RIGHT OF W
AY CENTER LINE IQ
ENTIfICATlON
MEASURED
CALWL..ATED
COIDO
MINIUM
BOO
NDARY ACCESS EASatEN
T DRAINAGE EASEM
ENT CART PATH Eo\SEW
£NT PUBUC UTIUTY EASD.IENT LANDSCAPE BU
fFER EASEM
ENT UM
ITED CONNO
N ElEMENT
A.E. D.E. C.P.E. P.U.E.
L.CoE. A/C
Eill EXISTING C
ON
mETE AIR CONDITJOOING PAD
C(J.INON AREA
EXISTING CONCRETE
NO
TES: -U
NLESS OTHERIM
SE SHOWN,
ALL IMPRO
VOIENTS SHO'IIIN HEREON ARE PROPOSED
AS OF THE DATE or THIS ORAIM
NG. -PRO
POSED 1t.IPR0'w£W
ENTS ARE SUBJECT TO NORNAI.. CONSTRUC"TION TOL£RANCES,
-REFER
TO S1-EET 1 OF 3 FOR RECORDED DATA REGARDING EASEMENTS.
-ALL lR
ACTS AND EASO
IENTS SHOWN H
EREa. REFER TO \/Ill.A
CAPRI AT PEUCIoN PRESERVE TRACT .,., ACCOROING TO THE PLAT THEREOF RECOROED AS INSTRUM
ENT 12006000126026 IN THE PUBUC RECORDS OF' LEE COUNTY. flo SOJ1H U
N[ OF' SE 1/4 ()f'
SEC 2., TWP 46S. RHO 2lIE
TRACT UF
-2 (F
U1\JR
£"""""","l) L6
k I " I
"
..........
"'. D.£.
I \
I "
I '
I I I I I . I :1 :Ill I "' .. \ 1"""
I I I I I I I
1RACT NF
-2 (FU
N .. .............-Q
I P.o.c. I
SE CORNER Of SE 1/4
I SEC 2
-T'M" 45S-R
NG
25£'
I I 589'03'49"W
(BEARING BASIS)
H Z (fl
I-c3
* I\) o o -...J o o o I\) W
-...J U1 I\) W
It! III
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.. 'i ;!i .. > '" i!I .. '" "-z 5 a "-... 0 .. -, c ; N
4 N I S'
10'
SCALE 1· -20'
THIS EXHIBIT MAY HAVE BEEN REDUCED
28.55'
TYPICAL TYPICAL
1mC
AL
1 24.75' oaI
10.25' 10.25'
.. LAN'"
g LC.E.
13.60'
B.OO' .,.f>.
VIADANA A T PELIC
AN
PRESER
VE, A
CO
ND
OM
INIU
M
TYPICAL TYPICAL
24
85
J 10.25'
1:l .-LANAi
13.80' LC.E.
A PORTIO
N OF
seCTIO
N 2,
TOW
NSHIP 44 SOUTH, RANG
e 25 eAS
T Lee CO
UNTY, FLO
RID
A
TYPICAl 1m
CAL
J .70"':
10.20'
1D
10.25'
TYPICAL
01 .40
,0
LANAi LC.E.
10.25'
13.40'
TYPICAL
1:l .-
CONDO
MINIUM
PLA T BOO
K PAG
E
SH
EE
T30F3 THIS INSTRUM
ENT PREPARED BY: BBLS SURVEYORS & M
APPERS INC. 1502-A RAIL HEAD BL VD.
NAPLES, FLORIDA 34110 (941) 597-1315
1mC
AL TYPICAL
TYPICAL
1 10.30'
10.25'
1;: LAN",
.-LC.E.
g 13.50'
8.OS'
I I
I I
36.7S' I
36.8. I ;
IMT-A"
UN
ITT
53··..,· S3J,0'
"""'5.85' 12.10'
I I-1 I
5.85'
..... I I
".,,'. :Il
GARO£N I.,.:
c.E. GARAGE AREA
19'r S' I -
I GARAGE AREA _
T
LC.E. .30'
LC.E.
• UNIT ·C
· UNIT -0-
);J i1i FO
,," ENTRY
b F
O]
I C.E.
... I
III '.90'
.;;
2().OO'·
B.EV. EL£V.
lB. 5' .95'
.95 LC.E.
LC.E.
'2'-.40' 21.35'
H II II II II II II
IHT"C
"
II GARAGE BELOW
II
77$0'
II II
II II
H
II L
J
!
79;00'
1MT'11"
H
II II II II II IJ GARAG( BELOW
II
II II
" II
" II
" 11
FIRST FLO
OR
ELEVATIO
NS SHO
IJN HEREON ARE NGVD 1929.
SECO
ND
FLOO
R
BU
ILDIN
G 5 FLO
OR
ELEVATIO
NS
UNIT 'A'
UNIT 'D'
UNIT 'C'
UNIT -D'
I BUILDING 5 24.11'
24.11' 35.11'
H Z (fl
J-;3
* I\) o o -..J o o o I\) W
-..J U1 I\) W
I'd III
lQ
CD
i CD Ii
I-' tI:>o
o H}
I\) o
m
>< ::r c-::;:
4 N I
150'
SCAt.[,-.. J!JII lIISD
IIIIITllAY
HA
VE8E9I11ED
UCfD
----
VIADANA A T PELIC
AN
PRESER
VE, A
CO
ND
OM
INIU
M
/ /
, f& 1 '", " ' , 4:;1 ,
1 1 Iff J/
j
------------S;
REVISEO: ADDED BUILDING 12 07/02/07
REVISED: ADDED BUILDING 19 02/19/07
REVISED: ADDED BUILDING 18 02/19/07
REVISED: ADDEO BUILDING
,1 0
2/1
9/0
7
A PORTION OF SECTIO
N 2, TOW
NSHIP 44 SOUTH, RANGE 25 EAST
LEE COUNTY, FLORIOA
THIS INSTRUMENT PREPARED BY:
STEPHEN E. BERRY. LS. *5296. LB. #6753
BBLS SURVEYORS & MAPPERS INC. 1502-A RAIL HEAD BLVD.
NAPLES, FlORIDA 34110 (239) 597-1315
CONDO
MINIUM
PtA
T BOO
K PAG
E
LOC
A nO
N M
AP
NOT '" SCAl£
NO
TES:
4 " I
-S£C SH
£CTi 2fT
3 NUl 3IF
3 f1
R M
JDllD
lM.. NJENSJCItAL JlllJrA.
SHEET 1 O
F3
-lH.€SS 1111E1lVIS£ SH
1"" AU. lIftI1VD
EN1S SJEMI J£R
£rII Ni£ PfitPO
S(JJ oIlS IF TI£ lM
JI" IF THIS JlMVIIIIi
-I'RlH
JSDJ 1W
Ilt1VDENT'S AR£ SUR.£CT m
NfRNN.. ClNSTJll£TIrM TZl.G
WttU
.
LEGAL DESCRIPnO
N: (sa
: SHEeT 2 OF' 3)
NO
TES: 1.
DCSCRIP11a'I O
F COIrIUON ElElI£Nrs:
A) THE LAND
ENCOM
PASSED B
Y TH£ PRCJP£RTY OESCRfPTICW
ttHICH IS NOT IN
THE UNIT
BClJNDARY OR
lHA
T IS NOT PART O
F 1HE L.1M11£D CONIIO
N El.DIENTS.
B) ALL PAR
TS OF' TH£ I&IPRO
VDlC
NTS N
or INCW
D£D .. THIN 1HIS UNIT.
c) THE PROPERrt' AND
INSTAllATIO
NS FOR FURNISHING U
1lUTY SERW
CE ro IttKJR£ THAN 0N
f: UN
IT OR TO
1HE COM
MO
N £l..EJI£NlS
0) THE TANCIBLE P£RSON
AL PROPERTY REQUIRED FO
R IINN
IDM
NC
F AND OPf7fA T10N OF
THE CO
NlJl)M
INItJM
PRCPCRTY. £) S
U01 O
THER PRO
PERTY AS IIA
Y 8£ PflOIAD
ED FO
R IN
1H£ D
f'CU
RA
r1C1N OF' CONDOMJN/UIJ.
2. DESCRlP110N OF UM
HFD COMItION £/..£M
ENTS: U
Ml1fD
COIIJION £LEM£NTS SH
AlL CONSIST OF THE LANAI AND THE P
OiIIA
tEN
n. y ASSIG
NED GARAGE AREA AND
CERTAIN OTHER AREAS AND 11DIS. ALL OF W
HICH ARC FULL Y 0ESCRI8ED IN
THE C£Cl.ARA lION
OF CONDOMINIUM
.
.1 AN CASiElIENT IS H
EREllY GR.4NTFD AND /JPati AND
APPUCABLE TO A
U.
COItIMON El.EII£NTS AND
UMlTED COW
tION EL£II£NTS ANO OTHER PROPERTY DESCRIBED
H£R£IN FOR
THE CONSmr.JCl1ON, U
SE AND M
AINTENANCE OF ALL Ul1U11CS YrHETHER
PUBU
C OR PRIVA 1F (INO..UDING CABlE TELEVISION). FOR DRAINAGE AND THE
AND CA
Re O
F THE DRAINAGE S
l'SlD
I. FOR OR ASSOO
A TED 1II'1H THE IIAINTFNANC£. REPAIR AND OPERATION O
F 1H£ CONDOUINlUM PROPERTY ANO
RO
ADWAl'S AD
JACEN
r THERETO; THE P£CJ£S1RIAN AND
INGRESS AND FOR CONSm
r.JCl1ON. UAINrFNANCE AND OPERA 110N IN GENERAL, AND FOR ALL OTHER
PURPOSES AS 1tI0R£ SPEOF1C4U. Y SET FORTH IN THE D€CLARA 110N OF CONOOMINIUII
FOR THE ctJNOC1AJ/NIUM TO ItH
I01 THE ORAMINGS PffiTAIN
.
of. ALL IiIPRO
VEllENrs SHO
t'tN ARE PROPOSED EXCEPT TO THE £X1ENr SUCH
/MPRO
\lEJlmTS H
AlE
BEEN CERTIFIED AS BEING SlI8STANJ1ALLY COUPt.C1E' AND ARE
BASED ON THE 517£ DO
a.OPM
£HT PLANS PR£PARED B
y VANESS ct 014 )'lOR. LLP
.
5 BEARING
S HEREON flEFFR TO THE SOUTH U
N€ O
F 7H£ SO
UTHEASr 1/4
OF SECT10N 2-TOW
NSHIP 4S SOU
"' RANGE 2S £AST. Lff COUNTY. flO
RID
A AS BEING 5.S9"O
J'4S-w.
6. TH£ LANDS SHOW
N HE:R£ON II£Ji£ NOT ABSTRACTED FOR EASEW
ENTS. SETBACKS. R£STRlCl1O
NS. RESE'RVA JlONS, OR RlG
HTS-OF'-W
A Y.
7. 'THIS PRO
PERTY IS LDCA TFD IN flOO
D ZONE: B HA VlNG NO SASE flO
OD
ELEVA T1DN Pe
l FLOOD INSURANCE RATE: N
AP '25'24 0J508 DATED S£PTDIEl£R IS,
1984.
8. APPRO
XMIATE H
ElGH
r OF BUILDINGS _ :S5.0'
I II • f s
H Z (fl
...;3
* I\) o o -...J o o o I\) W
-...J U1 I\) W
ItJ III
lQ
CD
i CD Ii
I-' U1
o H}
I\) o
m
X ;;r
[" I s i f i . I a oj G
I I
4 N I
VIADANA A T PELIC
AN
PRESER
VE, A
CO
ND
OM
INIU
M
CONDO
MINIUM
PLA T BOO
K PAG
E
SH
EE
T20F3 THIS INSlRUM
ENT PREPARED BY: SlEPHEN E. BERRY, L.S. 15296, L.B. 16753
JO' .. '
'Iii SCA
LE'" _ 140' Ttl5ElO
f111TIiAY
HA
VEIEEM
REIIUCED
C
UR
VE
TABLE
A PURTIO
N U
F SEC
TION
2. TO
WNSH
IP 44 SUU
TH.
RANG
E 25 EA
ST LE
E CU
UNTY.
FLORID
A
RAOlUS
DELTA lEN
GlH
C
HM
e CHORD BEARING
SITE PLAN
/ SU
RV
EY
C"X
l 325.00
36'22'4-5" 20&
.35 202.91
N8B'49'22"W
C10> 835.00
J8-sg'U"
56
8.1
75
57
.27
N
87'J"OS"W
C
l02 885.00
38'59'12" 468.11
457.11 587"3,'09"E
C.O
J 475.00
36'22'45" 301.59
296.55 S88'49'2J"E
CI04
835.00 46'22'49"
514.02 500.10
N83"+D'2'"W
CIOS
525.00 23"22"2"
214.1. 212.66
S84'40'22"W
0108 112l.s9
!I'02'3a" 2U
I.S7 21&
.24 58"4J'O
S"E 0107
485.00 46'22'49"
392.60 3111.97
58J'49'21"E TRACT L
-4
(UK
£,iD.E.)
P.O.B.
]:: zz =>=>
", -.., c • ., I-I-
L
ZZ
::>::>
, , " ,
LINE TABLE I
tRACT L-3 I
ARlNG DISTANCE
S:"59:1S"W
.....,------------------------LEG
AL DESCRIPTION
A PORTION OF SECTIOH 2, TOMIISHIP 45 SOUTH, RANGE 25 EAST, LEE COUNTY, flO
RIDA. BEING MORE PARTICULARLY DESCRIBED AS FOI.l.OW
S:
TRACT MF-3
COUNENCE AT THE SOJTHEAST CORNER OF THE SOUTliEAST QUARTER O
f SAID SECTICIII 2;
THENCE 5.89'C13'49'W., AL(JIIG TliE SOUTH U
N( OF SAID SO
UltlEAST QUARTER. A DISTANCE OF 605.98 FEET;
THENCE N.OO
'56'WW
., A DISTANCE Of 5159.41 FEET TO THE
PONT OF BEGINNING CF TliE PARCEL. OF LAND HEREIN OESCRIBED, 1HE SANE BEING A
POINT (JII A CUR'vE TO 111E LEFT, A RADIUS OF 325.00 FEET, A CENTRAL
ANGLE Of 3872'45", A CHORD BEARING OF N
.88'49'22·W., AND A CHCAO LENG
ltI OF 202.91 FEET; 1HENCE ALONG 1HE ARC O
f SAID CUR\'£ AN ARC LENG1H Of 208.35 FEET
TO THE END OF SAID CUR'vE; TliDfCE S.7XS9'15"w., A DISTANCE OF 408.58 FEET TO
THE PONT OF O
JRVAlURE Of A OJRYE TO THE RIGHT HAVING A RADIUS OF 835.00
FEET, A CENTRAL ANGLE OF 38'5(1'12", A QiO
RO BEARING OF N.87'31'09·W
., AND A Q
iORD LENG1H
OF 557.27 FEET; THENCE ALONG TliE ARC OF SAID CURIJE AN ARC
LENGTH OF 568.17 FEET TO 1HE END OF SAID CUR\E;; TliENCE N
.21'58'2TE., A DISTANCE OF 15D
.00 FEET TO A POINT HERElNAnER REFERED TO AS POINT ·A
-, THE SAME BEING A POINT ON A C
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\E TO THE LEFT, HA'JING: A RADIUS or 685.00 FEET, A C£NTRAL
ANCilE OF 38'59'12-, A QiM
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AN
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niENCE ALONG niE ARC or SAID CUR\'£ AN ARC LENG
ltI OF 4ti6.11 FEET TO 1HE END OF SAID CUR'iE;
niENCE N.72'SB'IS-E., A DISTANCE OF 405.58 FEET TO
THE PONT OF aJRVAlURE OF A O
JR\E; TO THE RIGHT HAVING: A RADIUS OF 475.00
FEET, A CENTRAL ANGLE OF" 36"22'45-, It QiM
D BEARING OF 5.88'49'2J-£., AND A
OiO
RD LENG1H or 296.55 FEET;
THENCE ALCIIIG niE ARC OF SAID CURVE AN ARC
LENGltI OF 301.59 FEET TO THE END OF S
AIl CURIJE:
THENCE S.l9'22'OO
·W •• A
DISTANCE OF lSO.OO FEET TO THE POINT OF BEGINNING. PA
Rca CONTAINS 4.06 ACRES,
MORE OR LESS.
ANO
, L2
N21'58 406.56
L5 S
72'59:15.: 20.24
UHP\.Anm 1::
LlO
N33"58'52 W
THACT MF-l
COMMENCE AT 1HE AF'OOEMENTIONED POlNT ·A
-; THENCE N.33"56'52"W., A DISTANCE or
96.66 FEET TO 1HE POINT CF BEGINNING Of niE
PARCEL OF LAND HEREIN DESCRIBED: ltIENCE N.29'2:2'04'E., A DISTANCE O
f 150.00 FEET TO A POINT ON A OJRVE TO lH£
LEFT, HA'f1NG: A RADIUS OF 485.00 FE
T, A CENTHAL ANGlE OF 4ti"'22'4S-, A cttO
RO
BEARI'IG or S,8J'49'21-E., AHO A QiO
RD LENGTH OF 381.97 FEET; THENCE ALONG TliE
ARC OF SAID CURVE AN ARC LENGltI OF 392.60 FEET TO THE END OF SAID CURVE;
ltIENCE N.72'59'15-E., A DISTANCE OF 446.57 FEET; THENCE 5.00'46'49"£"
A DISTANCE CF 84.32 FEET TO A POINT ON A aJRVE TO THE RIGHT, HA'VING:
A RADIUS OF 1,123.59 F"EET, A CENTRAL ANGLE OF 11'02'38', A G
lORD
BEARING OF S.81'4:rOS'E., AND A
CHORD LENGTli OF 218.24 FEET; THENCE ALONG THE ARC OF SAID CURIJE AN ARC
LENGTH OF" 216.57 FEET TO TliE END OF SAID CURVE: THENCE 5.Q
6,9'09"W .. A
DISTANCE OF 20.24 FEET TO A POINT ON A CURVE TO THE LEFT, HA'f1NG: A RADIUS OF
525.00 FEET, A CENlRAL ANGlE or 23"22"2', A CHORD BEARING OF S.84"4O
'22'W., AND
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f SAID CUR\€: 1HENCE 5.72'59'IS·W .. A DISTANCE
OF 406.56 FEET TO niE POINT OF OJRVATURE OF A O
JR\'E TO Tli[ RIGHT HA'VING:
A RADIUS OF 6J5.00 fEET, A CENTRAL ANGLE OF 46'12'49", A Q
10R0 BEARING OF N.83'49'21"W
., AND A QiQ
RD LENGTH OF 500.10 FEET; 1HENCE ALONG 11-IE ARC OF SAIO
CURVE AN ARC LENGTH OF 514.02 FEET TO THE POINT OF BEGINNING. PARCEL CCIIITAINS 3.24 ACRES. MORE OR LESS.
TOTAL AREA Of PARCEL DESCRIBED IS 7.30 ACRES, MORE OR LESS.
TRACT P-.
t:;
c, .. I I
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-----
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TES,
---------------------
P,O,C,
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F.I.R.
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EASURED CALCULATED
BOIJNDARY ACCES5 EASENENT DRAINAGE EASO
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EXISTING CONCRETE
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ALL IMPRO\'EM
ENTS SHOVIN HEREON ARE PROPOSED AS O
f THE DATE OF THIS ORAv.tNG. -PR
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LL TRACTS AND EASEWENTS SHOW
N HEREON REFER TO w..LA CAPRI AT PEUCAH
BBLS SURVEYO
RS" flAPPERS INC. 1502-.4 RAIL HEAD BL VD.
NAPLES, FLORIDA 34nO (239) 597-1315
TRACT t.lF-J i
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(FU
M£ DE\<l.IFNENT)
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SOUtH UN
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THIS INSTRUMENT PREPARED BY:
STEPHEN E. BERRY, LS. 15296. LB. 16753 BBLS SU
RVEYORS" M
APPERS INC. 1502-A RAIL HEAD BL VD.
NAPLES, FLORIDA 34110 (239) 597·1315
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S BEARiNGS HEREON REFER TO THE: SOU1H U
N£ O
F 11£ SOUTHEAST '/4 OF SECnDN 2.
TOWNSHIP 45 SOUTH. RANG
E 25 EAST. tEE COUNTY. FLORIDA AS BEING 5.89"O
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6. THE'LANDS SHO
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T PREPARED BY: SlEPHEN E. BERRY. L.S. ,5296. L.B. 16753 BBLS SU
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CU
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CUR"
RAD
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DELTA LENGTH
CHORD CHORD BEARING
SITE PLAN
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RV
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325.00 36'22'45"
206.35 202.91
N88'49'2Z"W
0101
835.00 38'59'12"
568.17 557.27
NBTJ1'011"W
0102 685.00
38"59',:t 457.17
SB7"3,'(l9"E C
IOJ
475.00 311'22'45"
301.59 286.55
S88"49'23"E CIO
.. 635.00
46'22'49" 514.02
500.10 N
8J'41I'2'''W
0105 525.00
23"22'12" 21'4·.14
212.66 S84'40'22"W
C
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1123.59 ""02'38"
216.57 216.24
58,'4J'OS"E
CID7 .... 00
46"22'49" 392.60
381.91 SSY
49'2,"E 1RACT L
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(UK
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1RACT 1.-3 I
UNE BEARING
DISTANCE
(lNCE,1l.£.)
_-,/"
----------------------LEG
AL OESCRIPTIO
N II
OF SECllON 2. TQYlM
SHIP 4S SOUTH, RANG
E 2S EAST, l.E£ COUNTY, FLORIDA.
BEING M
ORE PA
Allo.n.A
RLY
DESCRIBED AS FellOW
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TRACT MF
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COM
MENCE
AT Tt£ SO
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UA
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NE OF SAID SO
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DISTANCE OF 605.98 FEET; THENCE N
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INNING OF n
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11 S72'59'15"W
406.5&
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21'58'2TE
150.00 l.l
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UNPLATlED "
S72'59'15"W ......
L6 S
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20.24 L7
503"48'49"E
84.32 L6
N72"59'15"E
446.57 LO
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150.00 N
33'56'52'W
9 ....
TRACT MF
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THENCE N.3J'5&'52"W
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THENCE ALONG
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AN ARC
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f SAID CUR'JE; THENCE S.72'59'15"W
.. A OISTANCE
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r TO THE paNT
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LESS.
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lRACT P-1
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C'06
NAPLES, FLORIDA 34110 (239) 597-1315
to
TRACT ""'-2 (1\11\11£ DE\B.OPNEH1)
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NAPLES, FLORIDA 34110 (941) 597-1315
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INSTR # 2010000219470, Doc Type DOC, Pages 5, Recorded 08/31/2010 at 03:55 PM, Charlie Green, Lee County Clerk of Circuit Court, Rec. Fee $44.00 Deputy Clerk CMASSEY
Prepared By and To Returned To: ROBERT S. FREEDMAN, ESQUIRE CARLTON FIELDS, P.A. Corporate Center Three at International Plaza 4221 W. Boy Scout Blvd., Suite 1000 Tampa, Florida 33607-5736 (813) 223-7000
THIRD SUPPLEMENT TO DECLARATION OF CONDOMINIUM FOR VIADANA AT PELICAN PRESERVE, A CONDOMINIUM
WHEREAS, the Declaration of Condominium for Viadana at Pelican Preserve, A Condominium was recorded on December 11, 2006, in Instrument No. 2006000458766, public records of Lee County, Florida, as amended and supplemented from time to time (collectively, "Declaration"); and
WHEREAS, there are unit(s) of Viadana at Pelican Preserve, A Condominium which are now substantially complete and which are ready for conveyancing pursuant to Section 718. 1 04(4)(e), Florida Statutes;
NOW, THEREFORE, the Declaration is hereby amended by this instrument for purposes of recording the surveyor's certificate(s) of substantial completion as required under Section 718.104(4)(e), Florida Statutes, which certificate(s) and survey(s) of the unit(s) being certified as substantially complete which identify the location and size of the unit(s) are attached to this instrument as Exhibit 1.
IN WITNESS WHEREOF, this instrument was executed by the undersigned this August, 2010.
14 t15 day of
WITNESSES:
a Print
STATE OF FLORIDA __________ __
WCI COMMUNITIES, LLC, a Delaware limited liability company, successor-in-interest to WCI Communities, Inc., as Developer of Viadana at Pelican Preserve, A Condominium
...... Richard Barber, Vice President
(SEAL)
The foregoing instrument was acknowledged before me this ;lSi/' day of IJ.LI..!i'1.s f ,2010, by Richard Barber, as Vice President of WCI Communities, LLC, a Delaware
limitecPllablhty company, successor-in-interest to WCI COmmUnities, Inc., on behalf of the corporation, as Developer of Viadana at Pelican Preserve, A Condominium. He is personally known to me.
My Commission Expires:
(AFFIX NOTARY SEAL)
#: fJ (Commission Number, if any)
17249497.1
(Signature) Name: METtl:7
(Legibly Printed) Notary Public, State of Florida
lEDtAMElAJ . MY COMMISSION # DO 928264
EXPIRES: November 3, 2013 '. .... Bonded Thru Notary PublIc Underwritels
INSTR
# 2010000219470
Page N
umber:
3 o
f 5
4 N I
o 75'
ISO'
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A PORTION OF
SECTION 2.
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IP 44 SOUTH. RANGE 25 EAST
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COU
NTY. FLO
RIDA
lHIS
INSTRUMENT PREPARED
BY: STEPHEN E. BERRY, L.S.
85296. LB. #6753
BBLS SURVEYORS & MAPPERS INC.
1502-A RAIL HEAD BLVD. NAPLES, FLORIDA 34110 (239) 597-1315
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INSTR
# 2010000219470
Page N
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4 o
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4 N I
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HAV[ BU
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RADIUS DELTA
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835.00
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