Backup Documents 04/09/2019 Item #16A 2 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 16 A 2
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The corpleted routing slip and original documents are to he forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must he received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through 42 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines 41 through 42,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office
4. BCC Office Board of County `
Commissioners V `V/o Coq0\ck
5. Minutes and Records Clerk of Court's Office 441 1kt 1,
PRIMARY CONTACT INFORMATION �U 1
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees
above,may need to contact staff for additional or missing information.
Name of Primary Staff Jodi Hughes Phone Number x-5744
Contact/ Department
Agenda Date Item was 4/9/19 Agenda Item Number 16A2
Approved by the BCC
Type of Document Plat and Mortgagee's Consent to Plat Number of Original 2
Attached Documents Attached
PO number or account
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A" in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? JH
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
provide the Contact Information (Name;Agency;Address; Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. JH
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the JH
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's JH
signature and initials are required. _
7. In most cases(some contracts are an exception),the original document and this routing slip
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on 4/9/19 and all changes made 4 o -
during the meeting have been incorporated in the attached document. The County «�
Attorney's Office has reviewed the changes, if applicable. 10
9. Initials of attorney verifying that the attached document is the version approved by the
BCC,all changes directed by the BCC have been made, and the document is ready for t • n Milig010
Chairman's signature.
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 16 A 2
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documeh s are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
2.
3. County Attorney Office County Attorney OfficeP\T\
)21 In
4. BCC Office Board of County
Commissioners /61 s\ \`�
5. Minutes and Records Clerk of Court's Office r �� �•
kl6
bAt 1
/PRIMARY CONTACT INFORMATION CJ
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees
above,may need to contact staff for additional or missing information.
Name of Primary Staff Jodi Hughes Phone Number x-5744 j.../
Contact/ Department /
Agenda Date Item was 4/9/19 V Agenda Item Number 16A2
Approved by the BCC
Type of Document Bond,Maintenance Agreement,OPC Number of Original 3
Attached Documents Attached
PO number or account
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A" in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature?
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney. JH
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the JH
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's JH
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on 4/9/19 and all changes made during the
meeting have been incorporated in the attached document. The County Attorney'sr�® a
Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the
BCC, all changes directed by the BCC have been made, and the document is ready for the
Chairman's signature. g
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
i6A2
MEMORANDUM
Date: May 29, 2019
To: Jodi Hughes, Project Manager
Growth Management Department
From: Ann Jennejohn, Deputy Clerk
Minutes & Records Department
Re: Performance Bond — SU1153542 and Construction and
Maintenance Agreement related to Esplanade Golf&
Country Club of Naples Phase 5
Attached for your records are copies of the documents referenced above, (Item #16A2)
approved by the Board of County Commissioners on Tuesday, April 9, 2019.
The original documents will be held in the Minutes and Records Department for the
Board's Official Record.
If you have any questions, please contact me at 252-8406.
Thank you.
Attachment
16A2
CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS
THIS CONSTRUCTION AND MAINTENANCEnAGREEMENT FOR SUBDIVISION IMPROVEMENTS
entered into this 2 +n
( day of Y ►l 6G9 , 20 19 between Taylor Morrison Esplanade Naples,LLC hereinafter
referred to as "Developer", and Board of County Commissioners of Collier County, Florida, hereinafter
referred to as the"Board".
RECITALS:
A. Developer has, simultaneously with the delivery of this Agreement, applied for the approval by the Board
of certain plat of a subdivision to be known as: Esplanade Golf and Country Club of Naples Phase 5 Parcels"I","J","K1","K2","K3"and"K4"
B. Chapter 4 and 10 of the Collier County Land Development Code required the Developer to post
appropriate guarantees for the construction of the improvements required by said subdivision
regulations, said guarantees to be incorporated in a bonded agreement for the construction of the
required improvements.
NOW, THEREFORE, in consideration of the foregoing premises and mutual covenants hereinafter set
forth, Developer and the Board do hereby covenant and agree as follows:
1. Developer will cause to be constructed: all required improvements
within twelve(12) months from the date of approval said subdivision plat, said improvements hereinafter
referred to as the required improvements.
2. Developer herewith tenders its subdivision performance security (attached hereto as Exhibit "A" and by
reference made a part hereof) in the amount of$1,968,427.41 which amount represents 10% of the total
contract cost to complete the construction plus 100% of the estimated cost of to complete the required
improvements at the date of this Agreement.
3. In the event of default by the Developer or failure of the Developer to complete such improvements
within the time required by the Land Development Code, Collier County, may call upon the subdivision
performance security to insure satisfactory completion of the required improvements.
4. The required improvements shall not be considered complete until a statement of substantial completion
by Developer's engineer along with the final project records have been furnished to be reviewed and
approved by the County Manager or his designee for compliance with the Collier County Land
Development Code.
5. The County Manager or designee shall, within sixty (60) days of receipt of the statement of substantial
completion, either: a) notify the Developer in writing of his preliminary approval of the improvements; or
b) notify the Developer in writing of his refusal to approve improvements, therewith specifying those
conditions which the Developer must fulfill in order to obtain the County Manager's approval of the
improvements. However, in no event shall the County Manager or designee refuse preliminary approval
of the improvements if they are in fact constructed and submitted for approval in accordance with the
requirements of this Agreement.
6. The Developer shall maintain all required improvements for a minimum period of one year after
preliminary approval by the County Manager or his designee. After the one-year maintenance period by
the Developer has terminated, the Developer shall petition the County Manager or designee to inspect
the required improvements. The County Manager or designee shall inspect the improvements and, if
found to be still in compliance with the Land Development Code as reflected by final approval by the
Board, the Board shall release the remaining 10% of the subdivision performance security. The
Developer's responsibility for maintenance of the required improvements shall continue unless or until
the Board accepts maintenance responsibility for and by the County.
1 6 A 2
7. Six (6) months after the execution of this Agreement and once within every six (6) months thereafter the
Developer may request the County Manager or designee to reduce the dollar amount of the subdivision
performance security on the basis of work complete, Each request for a reduction in the dollar amount of
the subdivision performance security shall be accompanied by a statement of substantial completion by the
Developer's engineer together with the project records necessary for review by the County Manager or
designee. The County Manager or designee may grant the request for a reduction in the amount of the
subdivision performance security for the improvements completed as of the date of the request.
8. In the event the Developer shall fail or neglect to fulfill its obligations under this Agreement, upon
certification of such failure, the County Manager or designee may call upon the subdivision performance
security to secure satisfactory completion, repair and maintenance of the required improvements. The
Board shall have the right to construct and maintain, or cause to be constructed or maintained, pursuant to
public advertisement and receipt and acceptance of bids, the improvements required herein. The
Developer, as principal under the subdivision performance security, shall be liable to pay and to indemnify
the Board, upon completion of such construction, the final total cost to the Board thereof, including, but not
limited to, engineering, legal and contingent costs, together with any damages, either direct or
consequential, which the Board may sustain on account of the failure of the Developer to fulfill all of the
provisions of this Agreement.
9. All of the terms, covenants and conditions herein contained are and shall be binding upon the Developer
and the respective successors and assigns of the Developer.
IN WITNESS WHEREOF, the Board and the Developer have caused this Agreement to be executed by
their duly authorized representatives this Li day of , 20 \c:k
SIGN D IN HE PR SENCE OF: (Name of Entity)
,•_ (11°J ,, �? Taylor Morrison Esplanade Naples, LLC
Wvecss��'� � i / By:
P ' t ame: ,Z,_, �_ 1 l 'Timothy Martin ) Vice President
Witness: Printed Name/Title
(President, VP, or CEO)
tti 0C3V.e.lb .0.,)\e,C (Provide Proper Evidence of Authority)
Printed Name:
ATTEST:
CRYSTAL K. KINZEL, CLERK BOARD OF COUNTY COMMISSIONERS
OF
• IER CO Y, FL• 'IDA
6_1)Ci
s
-44z. .11111
Dep�ieite� cItB4S / LIAM L. DANIEL,JR., AIRMAN
Approvevfnd legality:
SALLY A.ASHKAR K
Assistant County Attorney 41,
* e `\
16A '
Bond No. SU1153542
PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:that
Taylor Morrison Esplanade Naples,LLC
551 N.Cattlemen Rd.#200
Sarasota,FL 34232
(hereinafter referred to as"Owner")and
Arch Insurance Company
Harborside 3,210 Hudson Street,Suite 300
Jersey City,NJ 07311-1107
(201)743-4000
(hereinafter referred to as "Surety") are held and firmly bound unto Collier County, Florida, (hereinafter
referred to as "County") in the total aggregate sum of one million, nine hundred and sixty-eight
thousand,four hundred and twenty seven dollars,and forty-one cents ($ 1,968,427.41 ) in lawful money
of the United States,for the payment of which sum well and truly to be made, we bind ourselves,
our heirs, executors,administrators,successors and assigns,jointly and severally,firmly by these
presents. Owner and Surety are used for singular or plural,as the context requires.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Owner has submitted for approval by
the Board a certain subdivision plat named Esplanade Golf and Country Club of Naples Phase 5
Parcels "I", "J", "Kl", "K2", "K3" and "K4" and that certain subdivision shall include specific
improvements which are required by Collier County Ordinances and Resolutions
(hereinafter "Land Development Regulations"). This obligation of the Surety shall commence
on the date this Bond is executed and shall continue until the date of final acceptance by
the Board of County Commissioners of the specific improvements described in the Land
Development Regulations(hereinafter the "Guaranty Period").
NOW, THEREFORE, if the Owner shall well, truly and faithfully perform its obligations and duties
in accordance with the Land Development Regulations during the guaranty period established by
the County, and the Owner shall satisfy all claims and demands incurred and shall fully indemnify and
save harmless the County from and against all costs and damages which it may suffer by reason of
Owner's failure to do so, and shall reimburse and repay the County all outlay and expense which the
County may incur in making good any default, then this obligation shall be void, otherwise to remain in
full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received hereby, stipulates and agrees that
no change, extension of time, alteration, addition or deletion to the proposed specific improvements
shall in any way affect its obligation on this Bond, and it does hereby waive notice of any such change,
extension of time,alteration,addition br deletion to the proposed specific improvements.
PROVIDED FURTHER,that it is expressly agreed that the Bond shall be deemed amended automatically
and immediately, without formal and separate amendments hereto, so as to bind the Owner and
the Surety to the full and faithful performance in accordance with the Land Development Regulations.
The term "Amendment," wherever used in this Bond, and whether referring to this Bond, or other
documents shall include any alteration,addition or modification of any character whatsoever.
i6AZ
IN WITNESS WHEREOF, the parties hereto have caused this PERFORMANCE BOND to be executed
this 11th day of December , 20 18
WITNESSES: Taylor Morrison Esplanade Naples, LLC
By By:
I r: Andrew"Drew" Miller,Authorized Agent-Land Development
SLA
Pri ted Name
By: (Provide Proper Evidence of Authority)
J t 1.0)0 lea
Printed Name
JJ ACKNOWLEDGEMENT
STATE OF F140 ft i/JL 01 yl,,,
COUNTY OF cSQla SO'�-(
SrE?v?.E FOREGOING PERFORMANCE BOND WAS ACKNOWLEDGED BEFORE ME THIS L S DAY OF
bort ,20 l ,BY ANDREW"DREW" MILLER AS AUTHORIZED AGENT-LAND
DEVELOPMENT OF TAYLOR MORRISON ESPLANADE NAPLES, LLC WHO IS PERSONALLY KNOWN TO ME,
OR HAS PRODUCED AS IDENTIFICATION.
Notary Public-State of HO 'aq
(SEAL) Notary Pubiia State of Florida
1 , Deborah
F 2A6040
vo�-�, G Expire*08114/2019
Printed Name
SURETY ACKNOWLEDGEMENT
WITNESSES: (Surety Name and Title if Corporation) Arch Insurance Company
--H
Samuel E Begun
Printed Name Printed Name/Title Danielle D.Johnson,Attorney-In-Fact,
FL Licensed Non-Resident Agent, License No.W349974
By: (Provide Proper Evidence of Authority)
Eric Strba c/o Willis of Flonda. Inc.
4211 W.Boy Scout Blvd Ste.1000
Printed Name Tampa,t-L 53507
Inquiries: (813)281-2095
16A2
NOTARY ACKNOWLEDGMENT
STATE OF CT
COUNTY OF Hartford
THE FOREGOING PERFORMANCE BOND WAS ACKNOWLEDGED BEFORE ME THIS 11th
DAY OF December , 2018 , BY Danielle D. Johnson (NAME OF
ACKNOWLEDGER) AS Attorney-In-Fact (TITLE) OF Arch Insurance Company
(NAME OF COMPANY) WHO IS PERSONALLY KNOWN TO ME, OR HAS PRODUCED N/A AS
IDENTIFICATION.
Notary Public-State of CT
(SEAQ BETHANY STEVENSON
NOTARY PUBLIC-CT 177501
Be -'y St-ye son, Notary Public
MY COMMISSION EXPIRES SEPT.30,2923
Pr. ted Na,$ne/
(Ord. No. 15-44,§3.N)
1 6 A 2
AIC 0000259342
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON BLUE BACKGROUND.
This Power of Attorney limits the acts of those named herein, and the, tharity to bind the Company except in the
manner and to the extent herein stated. Not valid for Note, Loan, Letter of Credit, Currency Rate, Interest Rate or Residential
Value Guarantees.
PQ1R OF ATTORNEY
Know All Persons By These Presents:
That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal
administrative office in Jersey City, New Jersey(hereinafter referred to as the"Company")does hereby appoint:
Aimee R. Perondine, Aiza Anderson, Bethany Stevenson, Brian Peters, Danielle 0. Johnson, Etna M. Planeta, Eric Strba, Jenny
Rose Belen Phothirath, Joshua Sanford, Jynell Marie Whitehead, Lorina Monique Garcia, Mercedes Phothirath, Michelle Anne
McMahon,Samuel E.Begun and Tanya Nguyen of Hartford,CT(EACH)
its true and lawful Attorney(s)in-Fact,to make,execute,--seat,and deliver from the date of issuance of this power for and on its behalf as
surety,and as its act and deed:
Any and all bonds,undertakings,recognizances and other surety obligations,in the penal sum not exceeding
Ninety Million Dollars($90,000,000.00).
This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar
limit of authority as set forth herein.
The execution of such bonds, undertakings, recognizances and other surety obligations in pursuance of these presents shall be as
binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and
acknowledged by its regularly elected officers at its principal administrative office in Jersey City,New Jersey.
This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of+`,e Company
on September 15, 2011, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned
Secretary as being in full force and effect:
"VOTED, That the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety
Business Division, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and
authority to appoint agents and attorneys-in-fact, and to authorize them subject to the limitations set forth in their respective powers of
attorney, to execute on behalf of the Company, and attach the seal of the Company thereto, bonds, undertakings, recognizances and
other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of
process."
This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the
unanimous consent of the Board of Directors of the Company on September 15,2011:
VOTED,That the signature of the Chairman of the Board,the President,or the Executive Vice President,or any Senior Vice President,
of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, and the s>gne of the
Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond
executed pursuant to the resolution adopted by the Board of Directors on September 15, 2011, and any such power so executed,
sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the
Company.
00ML0013 00 03 03 Page 1 of 2 Printed in U.S.A.
16A2
AIC 0000259342
In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized
officers,this 4`"day of October,2018.
Attested and Certified Arch Insurance Company
/ Vda"Ce O
•
SEAL
7971 1-1:14
Patrick K.Nails,Secretary David M. inKe stein, Executive Vice President
STATE OF PENNSYLVANIA SS Mtsfoll
COUNTY OF PHILADELPHIA SS
I, Michele Tripodi, a Notary Public, do hereby certify that Patrick K. Nails and David M. Finkelstein personally known to me to be the
same persons whose names are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a
Corporation organized and existing under the laws of the State of Missouri,subscribed to the foregoing instrument,appeared before me
this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and
delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and
purposes therein set forth.
commormEAI_n+OFPhaehinvNnut
NOTARIAL SW.
lrMC11LLL TRIP001,Notary Public
City at fission Philadelphia,P�July
County
Alli CannaNsfan Wan x,ly 31,iQit 4iititc-77--)
MicripNotary Public/My ission expires 07/31 2021
CERTIFICATION
I, Patrick K. Nails, Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated October 4
2018 nn behalf of the person(s)as listed above is a true and correct copy and that the same has been in full force and effect since the
date tha:^eof and is in full force and effect on the date of this certificate; and I do further certify that the said David M. Finkelstein, who
sxei tent the Power of Attorney as Executive Vice President, was on the date of execution of the attached Power of Attorney the duly
Iected Executive Vice President of the Arch Insurance Company.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on
this 1.1T? day of"D r21 lZ 20(} .
1)CeAgei
Patrick K.Nails, Secretary
This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have
no authority to bind the Company except in the manner and to the extent herein stated.
PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS:
Arch Insurance—Surety Division
3 Parkway,Suite 1500
Philadelphia,PA 19102 C
wis ATt *
SEAL
1971
Mutat
00ML0013 00 03 03 Page 2 of 2 Printed in U.S.A.
16A
This Instrument Prepared by and after Recording return
to:
Mark F.Grant,Esq.
Greenspoon Marder LLP
5150 North Tamiami Trail
Suite 502.Newgate Tower
Naples,FL 34103
(239)659-1103
SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR PROCESSING DATA
MORTGAGEE'S CONSENT TO PLAT
The undersigned hereby certifies that IMCOLLIER JOINT VENTURE, a Florida joint
venture, as the holder of the mortgage upon the property described in Exhibit "A" attached
hereto, does hereby join and consent to the Plat of Esplanade Golf and Country Club of Naples
Phase 5 Parcels "I", "J", "Ki", "K2", "K3" and "K4" ("Plat") proposed by Taylor Morrison
Esplanade Naples, LLC (the "Owner"), and agrees that the Mortgage and Security Agreement
recorded in Official Records Book 4883, Page 3973, as such document may be modified and
further amended from time to time in the Public Records of Collier County, Florida, shall be
subordinate to the Plat proposed by Owner.
Dated April /I , 2019.
IMCOLLIER JOINT VENTURE,
a Florida joint venture
By: Mirasol Development, LLC, a Florida
limited liability company, its member
By: CCMS Development, L.L.C., a Florida
Witness 1: limited liability company, its Managing
Printed Name 40111//d/tewa,c1.044c, Member
Witness t By LI721-1,-(41241-7A",
r
Printed Name # A , eit .e 1 . . NICE WONDER, Managing Member
I
39450745v1
16 A 2 °
6it
,,, I/
Witness I: -,- ,, ./ NORTH NAPLES, LLC, a Florida limited
Printed Name /2 to .d 7 1"),^-1:.2!...„4'1(t 1 liability company
Witness 2:0P 1 tti ill tit ,
Printed Name Oke-#4 19 mit) BY:j & Vit-pAie4-0,4`
.NICEWONDER,Manager
Witness 1: Z-12—t—i
Printed Name 4ai'1 ft 0.*01)*(4 Cci sl
By: AL,L-4/1,1j (ilitt.A.4...c icfrad, ,
0
Witness 2: 00104214/ Al I f.51— SHERRY EW NDER, Manager
,ir p
Printed Name 1.....bgiVa, Liik' i ri
STATE OF FLORIDA
COUNTY OF 65(ter
The foregoing instrument was acknowledged before me this / 61 day of April, 2019,
by J.D. NICEWONDER, as Managing Member of CCMS DEVELOPMENT, L.L.C., a Florida
limited liability company, the managing member of Mirasol Development, LLC, a Florida
limited liability company, as Member of IMCOLLIER JOINT VENTURE, a Florida joint
venture. He is [check one] N—personally known to me or 0 has produced
as identification.
My Commission Expires: 11-'17' if?4'41/f
. — / 4e /g/aL /a
...e2t, mv ti"Ers=rvasch
4.0o EXPIRES:September 13,2019 Not., Puslic, State of Florida
'Y,°,•„..t" boded Thru Notari Pubic Undereters
7—
J 4& ...,
STATE OF FLORIDA
COUNTY OF
The foregoing foregoing instrument was acknowledged before me this / (? day of April, 2019,
by J.D. NICEWONDER, as Manager of NORTH NAPLES, LLC, a Florida limited liability
company. He is [check one] 14---fiersonall known to #$e or 0 has produced
as identification.
My Commission Expires: ,./.. (3 O.)t
39450745v1 2
16 A 2 '
6.4...
Notary Public, State of Florida
,0,,,,'; MCKLII*MOWN
CNMSSIC***F7 MO
tk;p4K,..; EXP,RES September 13,2019
I
-'",,fr.r:T' Bet*tt rh,u Ncotrf POla,Underwear%
STATE OF FLORIDA
COUNTY OF
TheThe foregoing instrument was acknowledged before me this 7 7 day of April, 2019,
by SHERRY NICE WONDER, as Manager of NORTH NAPLES, LLC,a Florida limited liability
company. She is [check one] iszi___?...e.22T1ILLc.no to me or 0 has produced
as identification.
f del
Notary'ublic, State of Florida
My Commission Expires: lie/ /I 2‘"( 9
39450745v1 3
16 A 2
EXHIBIT"A"
LEGAL DESCRIPTION
ESPLANADE PHASE 5 NORTH
A PARCEL OF LAND OF LYING IN SECTION 15, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER
COUNTY, FLORIDA, BEING ALL OF TRACTS"PUE5,"PUE6","PUE7"."PUE8","PUE9"AND A PORTION
OF TRACT"RI", ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES PHASE 3, BLOCKS"Ki",
"K2"
AND "H3",AS RECORDED IN PLAT BOOK 52, PAGE 64 THROUGH 69 (INCLUSIVE),TOGETHER WITH
PORTION OF TRACT "133", ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES, BLOCKS "D", "F"
AND "H",AS RECORDED IN PLAT BOOK 59, PAGES 31 THROUGH 45 (INCLUSIVE), TOGETHER WITH
ALL OF TRACT"L23" AND PORTIONS OF TRACTS "Fl", " GC3", "L22" AND "W", ESPLANADE GOLF
AND COUNTRY CLUB OF NAPLES, AS RECORDED IN PLAT BOOK 53, PAGES I THROUGH 64
(INCLUSIVE), ALL OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 1475,ESPLANADE GOLF AND COUNTRY CLUB OF
NAPLES, PHASE 4, PARCEL"L",AS RECORDED IN PLAT BOOK 63, PAGES 3 THROUGH 6(INCLUSIVE)
OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE NORTH 57°33'04" WEST, A
DISTANCE OF 153.68 FEET TO A POINT ON A NON-TANGENTIAL CURVE, SAID POINT BEING A POINT
ON THE BOUNDARY OF TRACT "W", ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES AS
RECORDED IN PLAT BOOK 53, PAGES 1 THROUGH 64 (INCLUSIVE) OF THE PUBLIC RECORDS OF
COLLIER COUNTY, FLORIDA; THENCE RUN THE FOLLOWING SEVEN (6) COURSES ALONG THE
BOUNDARY OF SAID TRACT"W";COURSE ONE: NORTHEASTERLY,409.48 FEET ALONG THE ARC OF
A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 725.00 FEET, THROUGH A
CENTRAL ANGLE OF 32°21'39"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 27°25'42"
EAST, A DISTANCE OF 404.06 FEET TO A POINT OF REVERSE CURVATURE; COURSE TWO:
NORTHEASTERLY, 667.73 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 1,085.00 FEET, THROUGH A CENTRAL ANGLE OF 35°1539"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 28°5242" EAST, A DISTANCE OF 657.24
FEET TOA POINT OF REVERSE CURVATURE;COURSE THREE:NORTHEASTERLY,513.62 FEET ALONG
THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,300.00 FEET,
THROUGH A CENTRAL ANGLE OF 22°38'14" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 35'11'25" EAST, A DISTANCE OF 510.29 FEET; COURSE FOUR: NORTH 23'52'18" EAST, A
DISTANCE OF 307.56 FEET TO A POINT OF CURVATURE; COURSE FIVE: NORTHERLY, 130.02 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET,
THROUGH A CENTRAL ANGLE OF 29°47'53" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 08°5821" EAST, A DISTANCE OF 128.56 FEET; COURSE SIX: NORTH 05°55'35" WEST. A
DISTANCE OF 39.23 FEET TO A POINT ON A NON-TANGENTIAL CURVE, SAID POINT BEING AN
INTERSECTION WITH THE SOUTHERLY BOUNDARY OF TRACT"P6"OF SAID ESPLANADE GOLF AND
COUNTRY CLUB PLAT; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT "P6", THE
FOLLOWING TWO (2) COURSES; COURSE ONE: EASTERLY, 100.82 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 212.00 FEET, THROUGH A
CENTRAL ANGLE OF 27'14'49"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 68°31'12"
EAST,A DISTANCE OF 99.87 FEET TO A POINT OF REVERSE CURVATURE; COURSE TWO: EASTERLY,
92.94 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY, HAVING A RADIUS OF
188.00 FEET,THROUGH A CENTRAL ANGLE OF 28°19'29"AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 69°03'32" EAST, A DISTANCE OF 92.00 FEET; THENCE SOUTH 43°56'36" EAST, A
DISTANCE OF 43.71 FEET TO A POINT ON A NON-TANGENTIAL CURVE AND TO AN INTERSECTION
WITH THE WESTERLY BOUNDARY OF TRACT "L33", ESPLANADE GOLF AND COUNTRY CLUB OF
NAPLES, BLOCKS I)", "F" AND "H" AS RECORDED IN PLAT BOOK 59, PAGES 31 THROUGH 45
(INCLUSIVE) OF THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA; THENCE ALONG THE
WESTERLY AND SOUTHWESTERLY BOUNDARY OF SAID TRACT "L33" OF SAID PLAT THE
FOLLOWING FIVE (5) COURSES; COURSE ONE: THENCE SOUTHWESTERLY, 91.09 FEET ALONG THE
ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 65.60 FEET,
THROUGH A CENTRAL ANGLE OF 79°33'39" AND BEING SUBTENDED BY A CHORD THAT BEARS
39450745v1 4
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SOUTH 37°18'19" WEST, A DISTANCE OF 83.95 FEET; COURSE TWO: SOUTH 0228'30" EAST, A
DISTANCE OF 74.08 FEET TO A POINT OF CURVATURE;COURSE THREE:SOUTHEASTERLY,65.40 FEE].
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 50.00
FEET, THROUGH A CENTRAL ANGLE OF 74°56'31" AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 39°56'46" EAST,A DISTANCE OF 60.84 FEET;COURSE FOUR: SOUTH 77°25'01" EAST,A
DISTANCE OF 57.91 FEET TO A POINT OF CURVATURE; COURSE FIVE: EASTERLY,27.01 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 120.00 FEET,
THROUGH A CENTRAL ANGLE OF 12°53'41" AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 83°51'52" EAST,A DISTANCE OF 26.95 FEET;THENCE NORTH 66°07'39" EAST,A DISTANCE OF
47.09 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE EASTERLY, 685.69 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 590.00 FEET,
THROUGH A CENTRAL ANGLE OF 66°35'17" AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 80°07'21" EAST, A DISTANCE OF 647.74 FEET TO A POINT OF COMPOUND CURVATURE;
THENCE SOUTHEASTERLY, 467.79 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 590.00 FEET, THROUGH A CENTRAL ANGLE OF 45°25'41"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 24°06'52" EAST,A DISTANCE OF 455.64
FEET; THENCE SOUTH 01°24'02" EAST, A DISTANCE OF 310.85 FEET TO A POINT OF CURVATURE;
THENCE SOUTHERLY, 542.13 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EAS
HAVING A RADIUS OF 1,330.00 FEET, THROUGH A CENTRAL ANGLE OF 23°21'17" AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 13°04'40" EAST, 538.38 FEET; THENCE SOUTH
69°09'08" WEST,A DISTANCE OF 174.73 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE
NORTHWESTERLY, 74.40 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 1,503.00 FEET, THROUGH A CENTRAL ANGLE OF 02°50'10"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 2245'34" WEST, 74.39 FEET; THENCE
SOUTH 69°36'06"WEST,A DISTANCE OF 117.55 FEET;THENCE SOUTH 20°44'03"EAST,A DISTANCE OF
111.23 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, 131.12 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 390.00 FEET,THROUGH A CENTRAL
ANGLE OF 19°15'47" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 11°06'10" EAST,
130.50 FEET TO A POINT OF COMPOUND CURVATURE;THENCE SOUTHERLY, 195.40 FEET ALONG THE
ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY, HAVING A RADIUS OF 353.00 FEET,THROUGH A
CENTRAL ANGLE OF 3104254"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14°23'11"
WEST, 192.91 FEET; THENCE SOUTH 31°5157" WEST, A DISTANCE OF 86.76 FEET; THENCE SOUTH
58°0655" EAST,A DISTANCE OF 119.25 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE
SOUTHWESTERLY, 38.34 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 575.00 FEET, THROUGH A CENTRAL ANGLE OF 03°49'12"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 30°03'45" WEST, 38.33 FEET TO A POINT
ON A NON-TANGENTIAL CURVE, THE SAME BEING AN INTERSECTION WITH THE NORTHERLY
BOUNDARY OF ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES PHASE 3, BLOCKS "Kl", "1(2"
AND "H3" AS RECORDED IN PLAT BOOK 62, PAGES 64 THROUGH 69 (INCLUSIVE) OF THE PUBLIC
RECORDS OF COLLIER COUNTY,FLORIDA:THENCE ALONG THE NORTHERLY BOUNDARY OF SAID
PLAT THE FOLLOWING FOURTEEN (14) COURSES: COURSE ONE: WESTERLY, 670.78 FEET ALONG
SAID NORTHERLY BOUNDARY AND ITS WESTERLY PROLONGATION AND ALONG THE ARC OF A
CIRCULAR CURVE AND ALONG, CONCAVE SOUTHERLY, HAVING A RADIUS OF 874.50 FEET,
THROUGH A CENTRAL ANGLE OF 43°56'53" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 86°32'32" WEST,A DISTANCE OF 654.45 FEET;COURSE TWO: THENCE SOUTH 49°5121" WEST,
A DISTANCE OF 13.98 FEET TO A POINT OF CURVATURE; COURSE THREE: SOUTHWESTERLY, 11.76
FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF
43.00 FEET,THROUGH A CENTRAL ANGLE OF 15'39'50"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 57°41'16"WEST,A DISTANCE OF 11.72 FEET TO A POINT OF COMPOUND CURVATURE;
COURSE FOUR: WESTERLY, 64.09 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHERLY, HAVING A RADIUS OF 263.16 FEET, THROUGH A CENTRAL ANGLE OF 13°57'13" AND
BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 72°29'47" WEST, A DISTANCE OF 63.93 FEET
TO A POINT OF COMPOUND CURVATURE;COURSE FIVE: WESTERLY, 54.46 FEET ALONG THE ARC OF
A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 1,010.00 FEET, THROUGH A
CENTRAL ANGLE OF 03°05'21"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 81°0l'04"
WEST, A DISTANCE OF 54.45 FEET TO A POINT OF COMPOUND CURVATURE; COURSE SIX:
WESTERLY, 55.49 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY, HAVING A
RADIUS OF 596.00 FEET, THROUGH A CENTRAL ANGLE OF 05'20'05"AND BEING SUBTENDED BY A
39450745v1 5
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CHORD THAT BEARS SOUTH 85°13'48"WEST,A DISTANCE OF 55.47 FEET TO A POINT OF COMPOUND
CURVATURE; COURSE SEVEN: WESTERLY, 54.51 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE NORTHERLY, HAVING A RADIUS OF 1,010.00 FEET, THROUGH A CENTRAL ANGLE OF
03°05'33"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 89°26'36"WEST,A DISTANCE OF
54.51 FEET TO A POINT OF COMPOUND CURVATURE; COURSE EIGHT: WESTERLY, 106.08 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 260,00
FEET, THROUGH A CENTRAL ANGLE OF 23°22'39" AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 77'1918"WEST,A DISTANCE OF 105.35 FEET TO A POINT OF COMPOUND CURVATURE;
COURSE NINE: NORTHWESTERLY, 11.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHEASTERLY,HAVING A RADIUS OF 67.00 FEET,THROUGH A CENTRAL ANGLE OF 10°10'11"AND
BEING SUBTENDED BY A CHORD THAT BEARS NORTH 60°32'53" WEST,A DISTANCE OF 11.88 FEET;
COURSE TEN: NORTH 70°11'33" WEST, A DISTANCE OF 10.94 FEET TO A POINT OF CURVATURE;
COURSE ELEVEN: NORTHWESTERLY, 82.99 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 480.50 FEET, THROUGH A CENTRAL ANGLE OF
09°53'44" AND BEING SUBTENDED BY A CHORD THAF BEARS NORTH 65°14'41" WEST, A DISTANCE
OF 82.89 FEET TO A POINT OF COMPOUND CURVATURE;COURSE TWELVE:NORTHWESTERLY,261.40
FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHEASTERLY, HAVING A RADIUS OF
425.50 FEET,THROUGH A CENTRAL ANGLE OF 35°11'54"AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 42°41'52"WEST,A DISTANCE OF 257.30 FEET TO A POINT OF COMPOUND CURVATURE;
COURSE THIRTEEN: NORTHERLY, 136.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
EASTERLY, HAVING A RADIUS OF 479.50 FEET, THROUGH A CENTRAL ANGLE OF 16°19'25" AND
BEING SUBTENDED BY A CHORD THAT BEARS NORTH 16°56'13"WEST,A DISTANCE OF 136.15 FEET;
COURSE FOURTEEN: SOUTH 81'1330" WEST, A DISTANCE OF 143.50 FEET TO A POINT ON A NON-
TANGENTIAL CURVE, SAID POINT BEING THE SOUTH WEST CORNER OF TRACT "PUE6", OF SAID
ESPLANADE PLAT; THENCE ALONG THE WESTERLY BOUNDARY OF SAID TRACT "PUE6" THE
FOLLOWING TWO COURSES; COURSE ONE: NORTHERLY, 12.41 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE EASTERLY, HAVING A RADIUS OF 623.00 FEET,THROUGH A CENTRAL
ANGLE OF 01°08'29" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 08°12'16" WEST, A
DISTANCE OF 12.41 FEET TO A POINT OF COMPOUND CURVATURE;COURSE TWO:NORTHERLY,48.96
FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 760.50
FEET. THROUGH A CENTRAL ANGLE OF 03°41'19" AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 05°47'22" WEST,A DISTANCE OF 48.95 FEET TO THE NORTHWEST CORNER OF SAID
TRACT"PUE6";THENCE SOUTH 86°03'18" WEST,A DISTANCE OF 50.00 FEET TO A POINT ON A NON-
TANGENTIAL CURVE, SAID POINT BEING THE NORTHEAST CORNER OF TRACT "PUE5" OF SAID
ESPLANADE PLAT; THENCE SOUTHERLY ALONG THE EASTERLY BOUNDARY OF SAID TRACT
"PUE5", 20.51 FEET ALONG TFIE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A
RADIUS OF 810.50 FEET, THROUGH A CENTRAL ANGLE OF 01°27'00"AND BEING SUBTENDED BY A
CHORD THAT BEARS SOUTH 04°40'13" EAST, A DISTANCE OF 20.51 FEET TO THE SOUTHEAST
CORNER OF SAID TRACT "PUE5" AND AN INTERSECTION WITH THE NORTHERLY BOUNDARY OF
SAID ESPLANADE PLAT; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID ESPLANADE PLAT
THE FOLLOWING FOUR(4)COURSES; COURSE ONE: SOUTH 84°36'17" WEST,A DISTANCE OF 145.88
FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE TWO: SOUTHERLY, 13.57 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 819.00 FEET,
THROUGH A CENTRAL ANGLE OF 00°56'58" AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 05°29'39" EAST, A DISTANCE OF 13.57 FEET TO A POINT ON A NON-TANGENTIAL CURVE;
COURSE THREE:SOUTHWESTERLY, 115.77 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 460.00 FEET, THROUGH A CENTRAL ANGLE OF 14°25'11"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 64°23'28" WEST,A DISTANCE OF 115.46
FEET TO A POINT OF COMPOUND CURVATURE; COURSE FOUR: SOUTHWESTERLY, 106.45 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 575.00
FEET, THROUGH A CENTRAL ANGLE OF 10°36'27" AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 51°52'39"WEST,A DISTANCE OF 106.30 FEET TO THE POINT OF BEGINNING.
PARCEL CONTAINS CONTAINING 69.369 ACRES OR 3,021,694 SQUARE FEET,MORE OR LESS.
ESPLANADE PHASE 5 SOUTH
39450745v1 6
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A PARCEL OF LAND OF LYING IN SECTION 15, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER
COUNTY, FLORIDA, BEING ALL OF TRACT "01", ESPLANADE GOLF AND COUNTRY CLUB OF
NAPLES PHASE 4, PARCEL"L",AS RECORDED IN PLAT BOOK 63, PAGES 3 THROUGH 6(INCLUSIVE),
TOGETHER WITH ALL OF TRACTS "02", "03", "PUEI", "PUE2", LOTS 1376 THROUGH 1383
(INCLUSIVE) , ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES PHASE 3, BLOCKS "KI", "K2"
AND "H3",AS RECORDED IN PLAT BOOK 52, PAGE 64 THROUGH 69 (INCLUSIVE), TOGETHER WITH
ALL OF TRACTS "GCIA"AND"L19", ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES PHASE 2,
RECORDED IN PLAT BOOK 55,PAGES 45 THROUGH 60(INCLUSIVE),TOGETHER WITH ALL OF TRACT
"A" AND PORTIONS OF TRACTS "F 1" AND "GC 1", ESPLANADE GOLF AND COUNTRY CLUB OF
NAPLES,AS RECORDED IN PLAT BOOK 53, PAGES 1 THROUGH 64(INCLUSIVE),ALL OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF LOT 1431,ESPLANADE GOLF AND COUNTRY CLUB OF
NAPLES PHASE 4, PARCEL"L",AS RECORDED IN PLAT BOOK 63, PAGES 3 THROUGH 6(INCLUSIVE)
OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THE SAME BEING A POINT ON A NON-
TANGENTIAL CURVE;THENCE RUN THE FOLLOWING EIGHT(8)COURSES ALONG THE BOUNDARY
OF LAST SAID PLAT; COURSE NO. I: NORTHERLY, 88.29 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 2,987.00 FEET, THROUGH A CENTRAL ANGLE
OF 01°41'36"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 10°08'50" EAST, 88.28 FEET
TO A POINT OF REVERSE CURVATURE; COURSE NO. 2: NORTHEASTERLY, 88.54 FEET ALONG THE
ARC OF A CIRCULAR CURVE. CONCAVE SOUTHEASTERLY. HAVING A RADIUS OF 133.00 FEET,
THROUGH A CENTRAL ANGLE OF 38°08'30" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 28°22'17" EAST, 86.91 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 3:
NORTHEASTERLY, 121.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 167.00 FEET, THROUGH A CENTRAL ANGLE OF 41°49'03"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 26°32'00" EAST, 119.20 FEET TO A POINT
OF COMPOUND CURVATURE; COURSE NO. 4: NORTHERLY, 146.05 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 3,057.00 FEET, THROUGH A
CENTRAL ANGLE OF 02°44'15"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 04°15'21"
EAST, 146.04 FEET TO A POINT OF COMPOUND CURVATURE;COURSE NO.5:NORTHERLY, 108.43 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 167.00 FEET,
THROUGH A CENTRAL ANGLE OF 37°12'01" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 15°42'47" WEST, 106.53 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 6: THENCE
NORTHERLY, 142.80 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE EASTERLY,HAVING A
RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 32°43'35"AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 17°57'00" WEST, 140.86 FEET TO A POINT OF REVERSE CURVATURE;
COURSE NO. 7: NORTHERLY, 576.98 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,982.00 FEET, THROUGH A CENTRAL ANGLE OF 11°05'10" AND
BEING SUBTENDED BY A CHORD THAT BEARS NORTH 07°07'48" WEST, 576.08 FEET TO A POINT OF
REVERSE CURVATURE; COURSE NO. 8: NORTHERLY, 296.26 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 243.00 FEET,THROUGH A CENTRAL ANGLE OF
69°51'14"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 22°15'15"EAST,278.25 FEET TO
THE MOST SOUTHWESTERLY CORNER OF TRACT "01" OF LAST SAID PLAT; THENCE RUN THE
FOLLOWING TWO (2) COURSES ALONG THE BOUNDARY OF SAID TRACT "01"; COURSE NO. 1:
NORTH 32°49'08" WEST, 149.50 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE NO. 2:
NORTHEASTERLY, 23.75 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 277.50 FEET, THROUGH A CENTRAL ANGLE OF 04°54'10"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 59°37'57" EAST, 23.74 FEET TO A POINT
ON THE BOUNDARY OF TRACT"Rl",ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES PHASE 3,
BLOCKS "KI", "K2" AMD "H3", AS RECORDED IN PLAT BOOK 62, PAGES 64 THROUGH 69
(INCLUSIVE) OF THE PUBLIC RECORDS OF SAID COLLIER COUNTY, FLORIDA; THENCE RUN THE
FOLLOWING ELEVEN (II) COURSES ALONG THE BOUNDARY OF SAID TRACT"RI"; COURSE NO. 1:
SOUTH 27°54'58" EAST, 2.50 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE NO. 2:
EASTERLY, 105.00 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY,HAVING A
RADIUS OF 275.00 FEET, THROUGH A CENTRAL ANGLE OF 21°52'33" AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 73°01'18" EAST, 104.36 FEET TO A POINT OF REVERSE CURVATURE;
COURSE NO. 3: EASTERLY, 43.56 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHERLY, HAVING A RADIUS OF 533.74 FEET, THROUGH A CENTRAL ANGLE OF 04°40'35" AND
39450745v1 7
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BEING SUBTENDED BY A CHORD THAT BEARS NORTH 81°37'17" EAST, 43.55 FEET TO A POINT OF
REVERSE CURVATURE; COURSE NO. 4: SOUTHEASTERLY, 34.23 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A
CENTRAL ANGLE OF 78°26'55"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 61°29'33"
EAST, 31.62 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 5: SOUTHEASTERLY, 33.49
FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHEASTERLY, HAVING A RADIUS OF
678.00 FEET,THROUGH A CENTRAL ANGLE OF 02°49'49"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 23°4100" EAST, 33.49 FEET TO A POINT OF COMPOUND CURVATURE; COURSE NO. 6:
SOUTHEASTERLY, 382.07 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 624.00 FEET, THROUGH A CENTRAL ANGLE OF 35°04'54"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 42°38'22" EAST, 376.13 FEET TO A POINT
OF REVERSE CURVATURE;COURSE NO.7: SOUTHERLY,37.49 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF
85°55'05" AND BEING SUB l'ENDED BY A CHORD THAT BEARS SOUTH 17°13'16" EAST, 34.07 FEET;
COURSE NO. 8: SOUTH 25°44'17" WEST, 61.45 FEET TO A POINT OF CURVATURE; COURSE NO. 9:
SOUTHERLY, 187.57 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE EASTERLY,HAVING A
RADIUS OF 534.00 FEET,THROUGH A CENTRAL ANGLE OF 20°07'30"AND BEING SUBTENDED BY A
CHORD THAT BEARS SOUTH 15°40'32" WEST, 186.60 FEET; COURSE NO. 10: SOUTH 84°19'18" EAST,
50.00 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE NO. 11: NORTHERLY, 116.60 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EAS IERLY, HAVING A RADIUS OF 484.00 FEET,
THROUGH A CENTRAL ANGLE OF 13°48'11" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 12°3028" EAST, 116.32 FEET TO A POINT ON A NON-TANGENTIAL CURVE, THE SAME BEING
THE SOUTHWESTERLY CORNER OF TRACT"01"OF LAST SAID PLAT;THENCE EASTERLY,69.48 FEET
ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT"01" AND THE WESTERLY PROLONGATION
OF THE BOUNDARY OF LAST SAID PLAT AND ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHERLY, HAVING A RADIUS OF 817.50 FEET, THROUGH A CENTRAL ANGLE OF 04°52'10" AND
BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 68°39'21" EAST,69.45 FEET;THENCE RUN THE
FOLLOWING EIGHT (8) COURSES ALONG THE BOUNDARY OF LAST SAID PLAT; COURSE NO. 1:
SOUTH 71°0526"EAST,63.58 FEET TO A POINT OF CURVATURE;COURSE NO.2: EASTERLY,43.51 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 300.00
FEET. THROUGH A CENTRAL ANGLE OF 08°18'35" AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 75'14'44" EAST, 43.47 FEET TO A POINT OF COMPOUND CURVATURE; COURSE NO. 3:
EASTERLY,446.81 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A
RADIUS OF 863.00 FEET, THROUGH A CENTRAL ANGLE OF 29°39'52"AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 85°46'02" EAST, 441.84 FEET; COURSE NO. 4: NORTH 70°56'06" EAST,
61.60 FEET TO A POINT OF CURVATURE;COURSE NO. 5: EASTERLY,203.71 FEET ALONG THE ARC OF
A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 425.00 FEET, THROUGH A
CENTRAL ANGLE OF 27°27'44"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 84°39'58"
EAST, 201.76 FEET TO A POINT OF COMPOUND CURVATURE; COURSE NO. 6: EASTERLY, 110.32 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 710.00
FEET, THROUGH A CENTRAL ANGLE OF 08°54'10" AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 77°09'05"EAST, 110.21 FEET TO A POINT ON A NON-TANGENTIAL CURVE;COURSE NO.
7: SOUTHEASTERLY, 228.05 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 468.04 FEET, THROUGH A CENTRAL ANGLE OF 27°55'03"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 59°22 52" EAST,225.80 FEET TO A POINT
ON A NON-TANGENTIAL CURVE; COURSE NO. 8: SOUTHEASTERLY, 161.77 FEET ALONG THE ARC OF
A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 535.00 FEET,THROUGH A
CENTRAL ANGLE OF 17°19'30"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 38°54'23"
EAST, 161.16 FEET TO A POINT OF COMPOUND CURVATURE, THE SAME BEING A POINT ON THE
BOUNDARY OF ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES, BLOCKS"D","F"AND"H",AS
RECORDED IN PLAT BOOK 59, PAGES 31 THROUGH 45 (INCLUSIVE) OF THE PUBLIC RECORDS OF
SAID COLLIER COUNTY,FLORIDA;THENCE RUN THE FOLLOWING EIGHTEEN(18)COURSES ALONG
THE BOUNDARY OF LAST SAID PLAT; COURSE NO. I: SOUTHEASTERLY, 45.71 FEET ALONG THE
ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 535.00 FEET,
THROUGH A CENTRAL ANGLE OF 04°53'43" AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 27°47'47"EAST,45.70 FEET;COURSE NO.2:SOUTH 64°39'05"WEST,7.00 FEET TO A POINT ON A
NON-TANGENTIAL CURVE; COURSE NO. 3: SOUTHEASTERLY, 28.26 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 528.00 FEET, THROUGH A
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CENTRAL ANGLE OF 03°03'58"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 23°48'56"
EAST,28.25 FEET TO A POINT ON A NON-TANGENTIAL CURVE;COURSE NO.4: WESTERLY,59.44 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 55.00 FEET,
THROUGH A CENTRAL ANGLE OF 61°5527" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 86°35'14" WEST, 56.59 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 5:
SOUTHWESTERLY, 24.31 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 335.00 FEET, THROUGH A CENTRAL ANGLE OF 04°09'26"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 64°3146" WEST, 24.30 FEET TO A POINT
OF REVERSE CURVATURE; COURSE NO. 6: SOUTHWESTERLY, 78.61 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 55.00 FEET, THROUGH A
CENTRAL ANGLE OF 81°53'34"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 25°39'42"
WEST, 72.09 FEET; COURSE NO. 7: SOUTH 15°17'05" EAST, 105.91 FEET TO A POINT OF CURVATURE;
COURSE NO. 8: SOUTHERLY, 44.08 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 31°34'19" AND
BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 00°30'04" WEST, 43.53 FEET; COURSE NO. 9:
SOUTH 16°17'14" WEST,47.62 FEET TO A POINT OF CURVATURE; COURSE NO. 10: SOUTHERLY, 10.02
FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 49.47
FEET, THROUGH A CENTRAL ANGLE OF 11°36'32" AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 10°28'58" WEST, 10.01 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 11:
THENCE SOUTHERLY, 35.62 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WES I ERLY,
HAVING A RADIUS OF 311.85 FEET, THROUGH A CENTRAL ANGLE OF 06°32'43" AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 07°57'03"WEST,35.60 FEET TO A POINT OF REVERSE
CURVATURE; COURSE NO. 12: SOUTHERLY, 70.04 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE EASTERLY, HAVING A RADIUS OF 140.19 FEET,THROUGH A CENTRAL ANGLE OF 28°37'34"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 03°05'22" EAST,69.32 FEET TO A POINT
OF COMPOUND CURVATURE; COURSE NO. 13: SOUTHEASTERLY, 28.04 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 101.08 FEET, THROUGH A
CENTRAL ANGLE OF 15°53'37"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 25°20'57"
EAST, 27.95 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 14: SOUTHERLY, 15.31 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 34.69 FEET,
THROUGH A CENTRAL ANGLE OF 25°16'52" AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 20°39'20" EAST, 15.18 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 15:
SOUTHERLY, 73.53 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A
RADIUS OF 265.15 FEET, THROUGH A CENTRAL ANGLE OF 15°5323" AND BEING SUBTENDED BY A
CHORD THAT BEARS SOUTH 15°57'35" EAST, 73.30 FEET TO A POINT OF COMPOUND CURVATURE;
COURSE NO. 16: SOUTHEASTERLY, 16.98 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 163.98 FEET, THROUGH A CENTRAL ANGLE OF 05°56'01"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 26'52'18" EAST, 16.97 FEET TO A POINT
OF REVERSE CURVATURE; COURSE NO. 17: SOUTHERLY. 83.93 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 243.62 FEET,THROUGH A CENTRAL,
ANGLE OF 19°44'19"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 19°58'09"EAST.83.52
FEET TO A POINT OF REVERSE CURVATURE;COURSE NO. 18: THENCE SOUTHEASTERLY, 88.54 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 94.57
FEET, THROUGH A CENTRAL ANGLE OF 53°38'31" AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 36°55'15" EAST, 85.34 FEET; THENCE SOUTH 64°58'36" WEST, A DISTANCE OF 151.84
FEET TO A POINT ON A NON-TANGENTIAL CURVE, THE SAME BEING A POINT ON THE BOUNDARY
OF ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES PHASE 2,AS RECORDED IN PLAT BOOK 55,
PAGES 45 THROUGH 60 (INCLUSIVE) OF THE PUBLIC RECORDS OF SAID COLLIER COUNTY,
FLORIDA; THENCE RUN THE FOLLOWING EIGHT (8) COURSES ALONG THE BOUNDARY OF LAST
SAID PLAT; COURSE NO. 1; NORTHERLY, 79.74 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE WESTERLY,HAVING A RADIUS OF 150.00 FEET,THROUGH A CENTRAL ANGLE OF 30°2724"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 11°363W WEST,78,80 FEET;COURSE NO.
2:NORTH 26°50'12"WEST,65.51 FEET TO A POINT OF CURVATURE;COURSE NO. 3: WESTERLY,628.44
FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 205.00
FEET, THROUGH A CENTRAL ANGLE OF 175°38'41" AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 65'2028" WEST,409.70 FEET;COURSE NO, 4: SOUTH 22°28'53" EAST, 72.37 FEET TO A
POINT OF CURVATURE; COURSE NO. 5: SOUTHEASTERLY, 71.93 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 150.00 FEET, THROUGH A
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CENTRAL ANGLE OF 27°28'37"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 36°13'11"
EAST, 71.25 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 6: SOUTHEASTERLY, 17.18
FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF
150,00 FEET,THROUGH A CENTRAL ANGLE OF 06°33'50"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 46°40'34" EAST, 17.18 FEET TO A POINT OF COMPOUND CURVATURE; COURSE NO. 7:
SOUTHEASTERLY, 45.12 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTH WES FERLY, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 17'1403"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 34°46'37" EAST, 44.95 FEET TO A POINT
OF REVERSE CURVATURE; COURSE NO. 8: SOUTHEASTERLY, 177.63 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2,175.00 FEET, THROUGH A
CENTRAL ANGLE OF 04°40'46"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 28°29'58"
EAST, 177.58 FEET TO A POINT ON THE BOUNDARY OF TRACT "A", ESPLANADE GOLF AND
COUNTRY CLUB OF NAPLES,AS RECORDED IN PLAT BOOK 53, PAGES 1 THROUGH 64 (INCLUSIVE);
THENCE RUN THE FOLLOWING TWENTY-SEVEN (27) COURSES ALONG THE BOUNDARY OF SAID
TRACT"A";COURSE NO. 1:SOUTH 62°54'21"WEST,80.43 FEET;COURSE NO.2:SOUTH 21'11'17"EAST,
26.68 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE NO. 3: SOUTHERLY, 45.67 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 47.16 FEET,
THROUGH A CENTRAL ANGLE OF 55°28'58" AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 08°39'25" WEST, 43.91 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE NO. 4:
SOUTHWESTERLY, 75.23 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 222.14 FEET, THROUGH A CENTRAL ANGLE OF 19°24'08"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 31°08'04" WEST, 74.87 FEET TO A POINT
OF REVERSE CURVATURE; COURSE NO. 5: SOUTHWESTERLY, 161.45 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 480.00 FEET, THROUGH A
CENTRAL ANGLE OF 19°16'20"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 31°04'09"
WEST, 160.69 FEET; COURSE NO. 6: SOUTH 40°42'19" WEST, 30.27 FEET TO A POINT OF CURVATURE;
COURSE NO. 7: SOUTHERLY, 201.30 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
EASTERLY, HAVING A RADIUS OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 54°55'20" AND
BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 13'1439" WEST, 193.68 FEET; COURSE NO. 8:
SOUTH 14°13'01" EAST, 17.46 FEET TO A POINT OF CURVATURE; COURSE NO. 9: SOUTHWESTERLY,
151.30 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A
RADIUS OF 75.00 FEET, THROUGH A CENTRAL ANGLE OF 115°34'54" AND BEING SUBTENDED BY A
CHORD THAT BEARS SOUTH 43°34'26" WEST, 126.92 FEET; COURSE NO. 10: NORTH 78°38'07" WEST,
35.28 FEET; COURSE NO. 11: SOUTH 04°51'15" EAST, 6.94 FEET; COURSE NO. 12: NORTH 73°18'36"
WEST, 19.01 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE NO. 13: NORTHEASTERLY,
88.51 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A
RADIUS OF 160.00 FEET, THROUGH A CENTRAL ANGLE OF 31°41'48"AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 23°4549" EAST, 87.39 FEET; COURSE NO. 14: NORTH 39°36'43" EAST,
40.45 FEET; COURSE NO. 15: NORTH 50°23'17" WEST, 60.00 FEET; COURSE NO. 16: SOUTH 39°36'43"
WEST, 40.45 FEET TO A POINT OF CURVATURE; COURSE NO. 17: SOUTHWESTERLY, 112.47 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 220.00
FEET, THROUGH A CENTRAL ANGLE OF 29°17'30" AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 24°57'57" WEST, 111.25 FEET; COURSE NO. 18: NORTH 73°18'36" WEST, 21.48 FEET;
COURSE NO. 19: SOUTH 75°56'07" WEST, 216.00 FEET TO A POINT ON A NON-TANGENTIAL CURVE;
COURSE NO.20: NORTHWESTERLY,216.53 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 180.00 FEET, THROUGH A CENTRAL ANGLE OF 68°55'22"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 40'06'01" WEST,203.71 FEET TO A POINT
OF REVERSE CURVATURE; COURSE NO. 21: NORTHERLY, 96.79 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 335.00 FEET,THROUGH A CENTRAL
ANGLE OF 16°33'14" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 13°54'58" WEST,
96.45 FEET TO A POINT OF REVERSE CURVATURE;COURSE NO. 22: NORTHERLY, 88.72 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 124.00 FEET,
THROUGH A CENTRAL ANGLE OF 40°59'38" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 01°4145" WEST, 86.84 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 23:
NORTHERLY, 87.12 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A
RADIUS OF 206.00 FEET,THROUGH A CENTRAL ANGLE OF 24°13'49"AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 06°41'09" EAST, 86.47 FEET TO A POINT OF REVERSE CURVATURE;
COURSE NO. 24: NORTHERLY, 41.70 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
39450745v1 10
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EASTERLY, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 04°46'4I" AND
BEING SUBTENDED BY A CHORD THAT BEARS NORTH 03°02'24" WEST, 41.68 FEET TO A POINT OF
REVERSE CURVATURE; COURSE NO. 25: NORTHERLY, 64.77 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE WESTERLY, HAVING A RADIUS OF 206.00 FEET,THROUGH A CENTRAL ANGLE OF
18°00'51"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 09°39'29" WEST, 64.50 FEET TO
A POINT OF REVERSE CURVATURE;COURSE NO.26: NORTHERLY, 86.07 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE EASTERLY, HAVING A RADIUS OF 109.00 FEET, THROUGH A CENTRAL
ANGLE OF 45°14'35"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 03°57'23" EAST,83.85
FEET TO A POINT OF REVERSE CURVATURE;COURSE NO.27:NORTHEASTERLY, 144.97 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 1,106.00 FEET,
THROUGH A CENTRAL ANGLE OF 07°30'37" AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 22°49'22" EAST, 144.87 FEET;THENCE NORTH 78°26'12"WEST,A DISTANCE OF 216.06 FEET TO
A POINT ON A NON-TANGENTIAL CURVE,THE SAME BEING A POINT ON THE BOUNDARY OF TRACT
"L20" OF LAST SAID PLAT; THENCE WESTERLY, 534.87 FEET ALONG THE BOUNDARY OF SAID
TRACT "L20" AND ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A
RADIUS OF 126.22 FEET, THROUGH A CENTRAL ANGLE OF 242°47'50"AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 72°15'40" WEST, 215.47 FEET; THENCE DEPARTING FROM THE
BOUNDARY OF SAID TRACT "L20", NORTH 84°33'05" WEST, A DISTANCE OF 238.18 FEET TO THE
POINT OF BEGINNING.
CONTAINING 2,437,015 SQUARE FEET OR 55.946 ACRES,MORE OR LESS.
39450745v1 11