Backup Documents 06/25/2019 Item #17F ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE 1 7 c.
Print on pink paper. Attach to original document. The completed routing slip and original documents 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
1.
2.
3. County Attorney Office County Attorney Office JAK 6/25/19
4. BCC Office Board of County
Commissioners c/ % (o\z_c::\\S
5. Minutes and Records Clerk of Court's Office Oki91 t�te3r—
PRIMARY CONTACT INFORMATION
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 Marcia Kenda 1,Zoning Phone Number 252-2387
Contact/Department
Agenda Date Item was 6/25/19 Agenda Item Number 15M
Approved by the BCC 11–k"--
Type
Type of Document Ordinance–Fiddler's Creek CDD Number of Original One
Attached Documents Attached
PO number or account n/a
number if document is C )t q —i
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 STAMP OK JAK
2. Does the document need to be sent to another agency for additional signatures? If yes, JAK
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 JAK
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's JAK
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 JAK
document or the fmal negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's JAK
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this JAK
routing slip should be provided to the County Attorney Office at the time the item is
input into MinuteTraq. 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 6/25/19 and all changes made during the JAK N/A is not
meeting have been incorporated in the attached document. The County Attorney's an option for
Office has reviewed the changes,if applicable. line.
9. Initials of attorney verifying that the attached document is the version approved by e \ '*k.\N/A a not
BCC,all changes directed by the BCC have been made,and the document is ready ' the o t ion for
Chairman's signature. 'e.
[04-COA-01081/1344830/1]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
17F
MEMORANDUM
Date: June 27, 2019
To: Marcia Kendall, Senior Planner
Comprehensive Planning Department
From: Teresa Cannon, Sr. Deputy Clerk
Board Minutes & Records Department
Re: Validated Ordinance 2019-15: Amending the Fiddler's Creek CDD
District #2 Ordinance (2002-61)
Attached for your records is an emailed copy of the Resolution as referenced above,
(Item #17F) adopted by the Board of County Commissioners Tuesday, June 25, 2019.
The Minutes and Record's Department has held the original document for the Board's
Official Record.
If you have any questions, please contact me at 252-8411.
Thank you.
Attachments
1 7 F
Teresa L. Cannon
From: Teresa L. Cannon
Sent: Thursday, June 27, 2019 9:04 AM
To: 'countyordinances@dos.myflorida.com'
Subject: CLL Ordinance 2019-0015
Attachments: CLL20190625_Ordinance2019_0015.pdf
SENT BY: COLLIER COUNTY CLERK OF CIRCUIT COURT
MINUTES&RECORDS DEPARTMENT
SENDER'S PHONE: 239-252-8411
COUNTY: COLLIER(CLL)
ORDINANCE NUMBER: 2019-0015
Teresa Cannon
BMR Senior Clerk II
t`AT l s � Office: 239-252-8411
4t Fax: 239-252-8408
Teresa.Cannon@CollierClerk.com
4
fie Office of the Clerk of the Circuit Court
&Comptroller of Collier County
3299 Tamiami Trail E, Suite#401
kkeo, ""' Naples, FL 34112-5746
www.CollierClerk.com
1
1 F
ORDINANCE NO. 19- 1 5
AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY,FLORIDA,AMENDING ORDINANCE NO.02-61,AS
AMENDED, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT
DISTRICT #2; AMENDING THE DISTRICT BY CONTRACTING THE
EXTERNAL BOUNDARIES BY APPROXIMATELY 210.003 ACRES,
LEAVING APPROXIMATELY 849.73; PROVIDING FOR CONFLICT
AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF
LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE
DATE.
WHEREAS, on November 19, 2002, the Board of County Commissioners (Board)
adopted Ordinance No. 2002-61 establishing the Fiddler's Creek Community Development
District #2 (District), as a community development district within the meaning of Chapter 190,
Florida Statutes; and
WHEREAS, the original boundaries set forth in Ordinance 2002-61 established
boundaries resulting in 998.79 acres; and
WHEREAS,these boundaries have been previously modified by Ordinance 2014-26 and
Ordinance 17-16; and
WHEREAS,Taylor Morrison of Florida,Inc.,a Florida for profit company,has petitioned
the Board of County Commissioners(Board)of Collier County, Florida, a political subdivision of
the State of Florida, to contract the boundaries of the District by approximately 210.003 acres, as
authorized by Section 190.046 (1), Florida Statutes, decreasing the size of the District to
approximately 849.73 acres; and
WHEREAS,the Board considered the Petition at a duly noticed public hearing; and
WHEREAS,upon consideration of the Petition,the Board determined the following:
1. The statements made within the Petition are true and correct.
2. Amending the Ordinance is not inconsistent with any applicable element or portion
of the comprehensive plan.
[17-CMP-00979/1326929/1] Page 1 of 3
17F
3. The land within the District continues to be of sufficient size, to be sufficiently
compact, and to be sufficiently contiguous to be developable as a functionally interrelated
community.
4. The District continues to be the best alternative available for delivering community
development services and facilities to the area serviced by the District.
5. The service and facilities of the District will continue to not be incompatible with
the capacity and uses of any existing local and regional community development services
and facilities.
6. The area to be serviced by the District remains amenable to separate special district
governance; and
WHEREAS, the Board finds that Petitioner has otherwise satisfied all requirements set
forth in Section 190.046, Florida Statutes.
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY,FLORIDA that:
SECTION ONE: AMENDMENT OF ORDINANCE NO. 02-61,AS AMENDED.
The previous legal description of the District as depicted in Exhibit A,is hereby superseded
and replaced by the legal description of the District described in Exhibit B, reflecting the areas
added and the areas contracted from the District through this amendment.
SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT.
The external boundaries of the District encompass 849.73 acres of land, more or less, as
described in Exhibit B.
SECTION THREE: CONFLICT AND SEVERABILITY.
In the event this Ordinance conflicts with any other ordinance of Collier County or other
applicable law, the more restrictive shall apply. If any phrase or potion of this Ordinance is held
invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a
separate, distinct and independent provision and such holding shall not affect the validity of the
remaining portion.
[17-CMP-00979/1326929/1] Page 2 of 3
0
17F
SECTION FOUR: INCLUSION IN THE CODE OF LAWS AND ORDINANCES.
The provisions of this Ordinance shall become and be made a part of the Code of Laws and
Ordinances of Collier County, Florida. The sections of the Ordinances may be renumbered or
relettered to accomplish such, and the word "ordinance" may be changed to "section," "article,"
or any other appropriate word.
SECTION FIVE: EFFECTIVE DATE.
This Ordinance shall become effective upon filing with the Florida Department of State.
PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier
County, Florida,this 7-5-1A-‘ day of -.3-4.) - & , 2019.
ATTEST:" r'' ' BOARD OF COUNTY COMMISSIONERS
CRYSTALK. K1N4L, Clerk COLLIER C f ORIDA
ikillcuus By6e): / ii., 4110,410
Attest. . ': ', ,i i'•Clerk W/Liam L. McDaniel, Jr., C airman
sfignatu e„onty.
Appro ii ijibrm and legality:
1!. :_l ii A
Jeffrey .' fi',Fi
1ow, County Attorney
'. I
This ordinance filed with the
Secretary of State's Office the
1
a day of G -� ,
and acknowledgement of that
filing_received thisar day
of 3 t1�.P-Q c9-0I
Deputy Clerk
[17-CMP-00979/1326929/1] Page 3 of 3
49
EXHIBIT A i 7 F
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LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE
27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH
LINE OF SAID SECTION 13, RUN S89'55'46'E FOR A DISTANCE OF 4688.27 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY_INE OF US. 41
(TAMUWI TRAIL), A 240' WIDE RIGHT-OF-WAY; THENCE ALONG SVD SOUTHERLY RIGHT-OF-WAY UNE, RUN S54'21'291 FOR A DISTANCE OF 3793.58
FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY :INE, RUN S35'39'1714 FOR A DISTANCE OF 107.40 FEET, TO A POINT OF NON-TANGENTAL
CIRCULAR CURVATURE THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 65'22'03',AND
BEING SUBTENDED BY A CHORD OF 383.13 FEET, AT A BEARING OF S1T43'351, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF
TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF
110'27'50', AND BEING SUBTENDED BY A CHORD OF 246.44 FEET, AT A BEARING OF S34'46'28'E, FOR AN ARC LENGTH OF 289.19 FEET; THENCE
RUN N89'59'371 FOR A DISTANCE OF 58.44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 5730.1r, AND BONG SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING
OF N63'44'281, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS CF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34', AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING
OF N44'59'371, FOR AN ARC L ENGTH OF 24 89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE 10 THE LEFT,
HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, A' A BEARING
OF N2614'451, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN 189'59'37'E FOR A DISTANCE OF 100.00 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF
52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S26'15'32'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT
OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF
15'00'34', AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF S45'00'231, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT
OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF
52'30'1!', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S63'45'11"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN
SO0'00'231 FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37'E FOR)1 DISTANCE OF 113.79 FEET; THENCE RUN SO0'00'231 FOR A
DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; iNENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00
FEET, THROUGH A CENTRAL ANGLE OF 29'39'13', AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF 514'49''314, FOR A4
ARC LENGTH OF 165.62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF
1190.00 FEET. THROUGH A CENTRAL ANGLE OF 18136'36', AND BEING SUBTENDED BY A CHORD OF 384.82 FEET, AT A BEARING OF S38'57'0814,
FOR AN ARC LENGTH OF 386.52 FEET, TO A POINT OF NON-TANGENTIAL COMPOUND CURVATURE;THENCE ALONG A CURVE TO THE RIGHT, HAVING A
RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 5919'38", AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF
S44'45'59'E, FOR AN ARC LENGTH OF 46.86 FEET. TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS
OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18'38'25', AND BEING SUBTENDED BY A CHORD OF 20.27 FEET, AT A DEARING OF S24'15'231,
FOR AN ARC LENGTH OF 23.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADUS OF 45.00
FEET, THROUGH A CENTRAL ANGLE OF 61'46'37', AND BEING SUBTENDED BY A CHORD OF 46.20 FEET, AT A BEARING OF 5074I'171, FOR AN ARC
LENGTH OF 48.52 FEET; THENCE RUN S28'12'0214 FOR A DISTANCE OF 70.46 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE
ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 26'33'16', AND BEING SUBTENDED BY A CHORD
OF 137.80 FEET, AT A BEARING OF SI 4'55'24-W, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS Of 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74'19'47', AND BEING SUBTENDED BY A CHORD
OF 362.47 FEET, AT A BEARING OF S38'48'40'W, FOR AN ARC LENGTH OF 380.19 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 8558'55', AND BEING SUBTENDED BY A CHORD
OF 409.13 FEET, AT A BEARING OF S32'59'061Y, FOR AN ARC LENGTH OF 450.20 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111'49'56', AND BEING SUBTENDED BY A CHORD
OF 74.54 FEET, AT A BEARING OF S45'54'3719, FOR AN ARC LENGTH OF 87.83 FEET; THENCE RUN N78'10'2514 FOR A DISTANCE OF 194.68 FEET,
TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROJGH A CENTRAL
ANGLE OF 11641'28',AND BEING SUBTENDED BY A CHORD OF 76.61 FEET,AT A BEARING Of N19'49'411Y. FOR AN ARC LENGTH OF 91.65 FEET;
THENCE RUN N38'31'03'E FOR A DISTANCE OF 111.08 FEET; THENCE RUN N51'28'57'9i FOR A DISTANCE OF 105.27 FEET, 10 A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF
75'57'07', AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A BEARING OF' S78'42'201V. FOR AN ARC LENGTH OF 483.85 FELT, TO A
POINT OF NON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL
ANGLE OF 10740'34',AND BENG SUBTENDED BY A CHORD OF 72.66 FEET, AT A BEARING OF 516'58'44'W, FOR AN ARC LENGTH OF 84.57 FEET,
TO A PO0N1 OF ON-TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET. THROUGH A
CENTRAL ANGLE OF 74'43'05', AND BEING SUBTENDED BY A CHORD OF 315.54 FEET, AT A BEARING OF S33'46'55'W, FOR AN ARC LENGTH OF
339.06 FEET; THENCE RUN S03'34'37'E FOR A DISTANCE OF 87.88 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A
CURVE TO THE RIGHT,HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47', AND BONG SUBTENDED BY A CHORD OF
330.79 FEET, AT A BEARING OF S43'44'16'W, FOR AN ARC LENGTH OF 371.61 FEET; THENCE RUN N88'56'501'1 FOR A DISTANCE OF 322.37 FEET,
TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL •
ANGLE OF 18'35'10",AND BEING SUBTENDED BY A CHORD Of 92.05 FEET, AT A BEARING OF N79'39'15'W, FOR AN ARC LENGTH OF 92.45 FEET;
THENCE RUN 1488'56'3914 FOR A DISTANCE OF 664.33 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE
LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 4752'13', AND BEING SUBTENDED BY A CHORD OF 58.47 FEET, AT A
BEARING Of 569'37'1514, FOR AN ARC LENGTH OF 59.86 FEET, TO A POINT Of COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LIFT,
HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF' 94'11'25', AND BEING SUBTENDED BY A CHORD OF 118.98 FEET, AT A BEARING
OF N84'43'0414, FOR AN ARC LENGTH OF 133.49 FEET;
URAYf1 B/: OATE: - 950 Encore Way D'.'M'
R.A.K. 0. TJ to NopI.i FL. 34110 EXHIBIT rna8-7366-2
7 6 -2
�'�•T 1 -a'Sr-T Phone: 230) 254-2000___ . LEGAL DESCRIPTION 1998070
SEC -Ra• ACT
s HOLE,,,W°„ ���' COMMUNITY DEVELOPMENT DISTRICT 2 n 7
11,13,14-5IS-9K It 18-514-771
I
Exhibit "3"
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17F
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(CONTINUED FROM SHEET I OF 5)
THENCE RUN 504'47'07'W FOR A DISTANCE OF 126.86 FEET; THENCE RUN N7746'121V FOR A DISTANCE OF 78.84 FEET; THENCE RUN N88'51'5311
FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'39'W FOR A DISTANCE OF 685.72 FEET; THENCE RUN S05'42'43V FOR A DISTANCE OF
66.04 FEET; THENCE RUN N8417'11'W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S28100'4614 FOR A DISTANCE OF 219.00 FEET; THENCE RUN
N61'59'141V FOR A DISTANCE OF 667.71 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A
RADIUS Of 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41', AND BEING SUBTENDED EY A CHORD OF 82.46 FEET, AT A BEARING OF
N73'53'04)4. FOR AN ARC LENGTH OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 16'27'34', AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING
OF N7733'08"W, FOR AN ARC LENGTH OF 86.18 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT,
HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 61'29'33', AND BEING SUBTENDED BY A CHORD OF 153.37 FEET, AT A BEARING
OF N38'34'341V, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
HAVING A RADIUS OF 137.00 FEET, THROUGH A CENTRAL ANGLE OF 112'55'12', ANO BEING SUBTENDED BY A CHORD OF 228.38 FEET. AT A
BEARING OF N64'17'241V, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN 559'15'001V FOR A DISTANCE OF 59.92 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF
71'28'36', AND BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING CF N8S00'42'W, FOR AN ARC LENGTH OF 168.41 FEET, TO A
POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE
OF 38'03'09', AND BEING SUBTENDED BY A CHORD OF 163.00 FEET, AT A BEARING OF N68'17'59"W, FOR AN ARC LENGTH OF 166.04 FEET;
THENCE RUN N8T19'3311/ FOR A DISTANCE OF 86.72 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE
RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 80'16'50', AND BONG SUBTENDED BY A CHORD OF 12.89 FEET, AT A
BEARING OF N4711'081V, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN NOT02'43'W FOR A DISTANCE OF 40.73 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF
54'47'04', AND BEING SUBTENDED BY A CHORD OF 92.02 FEET, AT A BEARING OF N34'26'1511/, FOR AN ARC LENGTH OF 95.62 FEET, TO A POINT
OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550.00 FEET, THROUGH A CENTRAL ANGLE OF
13'06'41', AND BEING SUBTENDED BY A CHORD OF 125.58 FEET, AT A BEARING OF N68'23'07111, FOR AN ARC LENGTH OF 125.86 FEET, TO A
POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF' 500.00 FEET, THROUGH A CENTRAL
ANGLE OF 46'56'36', AND BEING SUBTENDED BY A CHORD OF 398.30 FEET, AT A BEARING OF N51'28'09"W, FOR MI ARC LENGTH OF 409.66 FEET;
THENCE RUN N2T59'S11V FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE
LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE Of 6016'37', AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A
BEARING OF N58'18'0919, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN 1488'36'2814 FOR A DISTANCE Of 125.93 FEET, TO A POINT OF
TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF
69'20'20', AND BEING SUBTENOED BY A CHORD Of 113.77 FEET, AT A BEARING OF 556'43'221V, FOR AN ARC LENGTH OF 121.02 FEET, TO A
POINT Of TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL
ANGLE OF 48'41'47', AND BEING SUBTENDED BY A CHORD Of 164.91 FEET,AT A BEARING OF S46'24'06'W, FOR AN ARC LENGTH OF 169.98 FEET,
TO A POINT OF TANGENTAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 700.00 FEET, THROUGH A
CENTRAL ANGLE Of 13'28'58", AND BEING SUBTENDED BY A CHORD OF 164.34 FEET, AT A BEARING OF S7729'29'W, FOR AN ARC LENGTH OF
164.72 FEET; THENCE RUN S84'13'58'W FOR A DISTANCE OF 169.90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A
CURVE TO THE LEFT. HAVING A RADIUS OF 250.00 FEET. THROUGH A CENTRAL ANGLE OF 34'43'19', AND BEING SUBTENDED BY A CHORD OF
149.20 FEET, AT A 9EARINC OF 566'52'181V, FOR AN ARC LENGTH OF 151.50 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475.00 FEET, THROUGH A CENTRAL ANGLE OF 6708'00', AND BEING SUBTENDED BY A CHORD
OF 490.23 FEET. AT A BEARING OF 580'34'391V. FOR AN ARC LENGTH OF 515.11 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE LEFT. HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 65'24'33", AND BEING SUBTENDED BY A CHORD
OF 216.12 FEET, AT A BEARING OF S78'56'2214/, FOR AN ARC LENGTH OF 228.32 FEET. TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 4119'39', AND BEING SUBTENDED BY A CHORD
OF 110.75 FEET, AT A BEARING OF SET53'55'W, FOR AN ARC LENGTH Of 113.43 FEET; THENCE RUN S89'33'44'W FOR A DISTANCE OF 33.81
FEET; THENCE RUN 1400'25'58"W FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N2857'2214 FOR A DISTANCE OF 100.00 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT. HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF
15'24'01", AND BEING SUBTENDED BY A CHORD Of 190.23 FEET, AT A BEARING OF S70'44'391V, FOR AN ARC LENGTH OF 190.81 FEET, TO A
POINT ON THE EAST UNE Of THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAND EAST LINE OF
THE NORTHEAST QUARTER OF SECTION 14, RUN N00'25'371V FOR A DISTANCE Of 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SAID SECTION 14, RUN 1488'20'431W FOR A DISTANCE OF 69191 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE LEAVING SAID SECTION LINE, RUN N52'51'27"W FOR A DISTANCE
OF 171.83 FEET; THENCE RUN 537'08'31W FOR A DISTANCE OF 122.51 FEET, TO A POINT ON THE SOUTH UNE OF THE NORTH QUARTER OF SAID
SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NCRTH QUARTER OF SND SECTION 14, RUN N88'20'43'W FOR A DISTANCE OF 2557.48 FEET;
THENCE ALONG THE WEST UNE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORT'-IWEST QUARTER OF SAID SECTION 14, RUN
400'02'O7'E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN 148305"4314 FOR A DISTANCE OF 590.35 FEET; THENCE
RUN 1/01'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN 588'09'55"E FOR A DISTANCE OF 1274.00 FEET; THENCE RUN S88'09'46'E FOR
A DISTANCE OF 1374.52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF' THE SOUTHEAST QUARTER OF SECTION 11 AND THE WEST
LINE Of THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 11, TOWNSHP 51 SOUTH, RANGE 26 EAST, RUN 1401'13'54'E FOR
A DISTANCE OF 1860.10 FEET; THENCE LEAVING SAID QUARTER LINE, RUN S88'46'12'E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF
NON-TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RAD US OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF
3705'11', AND BEING SUBTENDED BY A CHORD Of 222.61 FEET, AT A BEARING Of N17-O5'16'E, FOR MN ARC LENGTH OF 226.55 FEET; THENCE
RUN N35'37'517 FOR A DISTANCE OF 214.87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41;
OW6I1 BY. 11R3E. - 950 Encore Way -D4Ag4`4�.7`3X�.
R.A.X. 17111IAN Naples. FL. 34110 LEGAL DESCRIPTION at6xd Hca
SHEET i OF SA3E1 Phone: (239) 254-2000
HOLE MONTES Florida C.r1I11ca1. of 199 070
SEC-TM-Kt a waua Rwset a++vaf Aulhorl:aflon No.t 772 COMMUNITY DEVELOPMENT DISTRICT 2 nu mut
11.1304-51S-26E t It-SIS-27t CEIDT SAL.4.01-441
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(CONTINUED FROM SHEET 2 OF 5)
THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21.531 FOR A DISTANCE OF 807.97 FEET, TO AN INTERSECTION WITH THE EAST
LINE OF THE NORTHEAST QUARTER OF SAID SECTION I I; THENCE ALONG SAI) QUARTER LINE, RUN S01 DO'O6 W FOR A DISTANCE OF 3308.61 FEET,
10 THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; CONTAINING 1,070.640 ACRES.
LESS AND EXCEPT:
A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COWER COUNTY,
FLORIDA, CONTAINING 10.906 ACRES. MORE OR LESS.
TOTAL DESCRIBED AREA r. 1,059.734 ACRES.
HOLE MONTES, INC.
CERTIFICATE Of AUTHORIZATION NUMBER LB 1772
-P.S.M. 16278
JOJOHN J. NN-TON STATE OF FLORIDA
(y3AK,GG N6.
ORAM3!�J; Q1 950 Encore Way
R.AA.K. �9�J/Ic Naptes, L. 34110 LEGAL DESCRIPTION PRwtci3no.
SKr' F OF M Phone: (239) 254-2000 1598070
3 5 HOLE MONTES Florida Certifieote of 'ILµw1
src-wu-nx """3 kg*"
Authorization No.177P COMMUNITY DEVELOPMENT DISTRICT 2
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12.4 K. 9/7/15 immi Hopi's, FL. 34110 SKETCH OF LEGAL DESCRIPTION aR8- 8-2
SNEE1 ` OFT Phone: (239) 254-2000 1998070
HOLE MONTES Flortdo Certificate 01 COMMUNITY DEVELOPMENT DISTRICT 2 FILE wwE
SEC-TIM-RCC: e.uem meet%stee`csi Aulhor:ration No.1772 , CDC2 RDJ,091.941
11,13.1!-SIS-22E h 11-519-22E_
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CURVE TABLE CURVE TABLE
CURVE RAMS DELTA CHORD CHORD 6EARt4G MC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH
Cl 350.00 6812'03' 383.13 S12'43'351 405.42 C24 80.00 42'5213' 58.47 369.3715'W 59.88
C2 150.00 110'27'50' 248,44 33418'281 289.19 C25 81.20 94'11'25' 118.95 484'43'04'W 133.49
C3 20.00 523017' 17.69 N63'44181 18.33 C26 200.00 23'47'41' 82.46 1473'53'0418 83.06
04 95.00 1500'34' 24.62 N4459'37E 24.59 C27 300.00 1617'34' 85.89 N7733'08 4' 88.18
C5 20.00 573017' 17.69 142614'45'E 18.33 C28 150.00 61'29'37 153.37 N38'34'34'W 160.99
C6 20.00 52'30'17' 17.69 526'15'321 18.33 C29 137.00 1'785'12' 228.38 N64'17'24W 270.00
C7 9500 15'00'34' 24.82 S45'00131 24.89 030 135.00 71'28'36' 157.70 148500'4218 168.41
C8 20.00 523011' 17.69 663'45111 18.33 C31 250.00 38'03'09' 163.00 N6817'5919 166.04
C9 320.00 29'3913' 163.77 S14'49'13'! 165.62 1 C32 10.00 5.116'50' 12.89 N4711'0819 14.01
CTO 1190.00 18'36'36' 384.82 53857'0811' 386.52 C33 100.00 54'47'04' 92.02 /434.26'1518 95.62
C11 45.00 573918' 44.77 544'45'591 46.86 C34 550.00 1306'41' 125.58 N68'23'0711 125.66
C12 82.58 18'38'25' 20.27 S2415'231 20.36 C35 500.00 46'56'38' 398.30 N5118'0919 409.66
C13 45.00 51'46'37' 46.20 502'41'17"E 48.52 C38 260.00 60'36'37' 262.39 N5818'09141 275.04
C14 300.00 2833'16' 137.80 S14'55'2418 139.04 037 100.00 672010' 113.77 55843'22V 121.02
C15 300.00 7419'47' 362.47 53848'4011' 389.19 C38 200.00 4841'47' 164.91 54824'0618 189.98
015 300.00 8558'55' 409.13 S3759'0611' 450.20 C39 700.00 1318'58' 184.34 57729'2918 184.72
C17 45.00 111'49'56' 74.54 545'543714 87.83 co 250.00 34'43'19' 149.20 56752'1818 151.50
018 45.00 11841'29' 76.61 1419'49'41N 91.65 041 475.00 6708'00' 490.23 58C34'391Y 515.11
019 38500 75'5707' 449.19 578421012 483.85 C42 200.00 6624'33' 216.12 578561218 228.32
C20 45.00 10740'34' 72.68 51858'44110 84.57 043 150.00 4319'39' 110.75 S8753'5519 113.43
021 260.00 74'43'05' 315.54 53344'55NM 339.06 C44 709.89 1524'01' 190.23 S70'44'391 190.61
C22 225.00 94'3747' 330.79 $45441619 371.61 C45 350.00 3706'11' 222.61 N17'05'161 228.55
C23 285.00 183510' 92.05 W773915 W 92.45
UNE TABLE LINE TABLE UNE TABLE UNE TABLE
UNE DRECIION LENGTH UNE DIRECTION LDIGTH UNE DIRECTION LENGTH ULE DIRECTION LENGTH
LI 535'3917V 107.40 L14 50447'07'w 126.86 127 98413'58V 169.90 1.40 58809'461 1374.52
L2 1489'59371 58.44 LIS /477461218 78.84 L28 38733'4418 33.81 1.41 N0113'541 1860.10
L3 H89'59171 100.00 LIS N8851'531V 85.94 129 /40015'5811' 2874.12 142 58846'121 518.33
1.4 300'00'231 130.00 117 146445'3918 685.72 L30 142657'221* 100.00 L43 143537'511 214.87
L5 /489.39'371 113.79 118 S0542'4918 66.04 L31 1400'25'37V 495.65 144 554'21'531 807.97
lb 500'00'231 150.36 1.19 N84'17'1112 48.52 132 N8820'43V 693.91 L45 501'00'08'W 3308.61
L7 32812'0212 70.48 120 S2f00'4818 219.00 133 N5751'27W 171.83 148 58805'231 690.28
18 N7r1025'W 194.68 L21 N61'59'1418 687.71 134 S37'08'3314 122.51 147 500'26'31'E 687.45
1.9 N3811'031 111.08 122 559'15.001V 59.92 135 N8810'43'W 2557.48 148 N88'13'0211/ 691.39
W
110 N51'28'57 105.27 123 118719'331V 86.72 L38 /400'02'07"E 1369.87 -L49 /40010'4118 688.94
LII 50534171 87.88 124 140702'4318 40.73 137 1488'05'43'W 590.35
L12 148856'50'* 322.37 125 {{N2759'51'W 47.49 138 1401'43'021 1493.79
113 148756'3918 664.33 L26 4 i18816'28-11i 125.93 139 S88'09'551 1274.00
CRA.EY WIt: 950 Encore Way Moo; ''
Naples, L. 34110 LINE AND CURVE TABLES B66-7
StiE^T /' '6 Phone: (239) 254-2000 Nut*1998070
s 5 HOLE MONTES uthota Certificate
"113 cate of COMMUNITY DEVELOPMENT DISTRICT 2 +>�
=FC"> a+�s[u *rnc.an Authortaalton No.1772 CDoi sIC7.A.•Didr1
'1,13M-51S-26E t 16-513-27[ . i
1 7 F
LESS AND EXCEPT:
A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14,
TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST Vs OF
SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY,
FLORIDA, CONTAINING 210.003 ACRES, MORE OR LESS.
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EXHIBIT B 1 7 F
RHODES&RHODES LAND SURVEYING, INC
941IGBO.NITA GRANDE DRIVE MTN 107
130IVITA Sly FLORIDA.1135
PHONE MN)4066166 FAX(S99)4A68163
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND
SECTIONS i8 AND 19,TOWNSHIP 51 SOUTH,RAGE 27 EAST,COLLIER COUNTY,FLORIDA,BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE WEST QUARTER CORNER OF SECTION 18,TOWNSHIP 51 SOUTH,RANGE 27
EAST, COLLIER COUNTY, FLORIDA; THENCE RUN ALONG THE WEST LINE OF SOUTHWEST
QUARTER OF SAID SECTION 18,SOUTH o0°20'46"WEST,A DISTANCE OF 2,233.65 FEET TO THE
POINT OF BEG NNING OF THE PARCEL OF LAND HEREIN DESCRIBED;THENCE NORTH 88°56'16"
WEST,A DISTANCE OF 161.44 FEET TO A POINT OF CURVATURE;THENCE WESTERLY,59.86 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY, HAVING A RADIUS OF 80.00
FEET,THROUGH A CENTRAL ANGLE OF 42°52'13"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 69°37'38" \VEST, 58.47 FEET TO A POINT OF REVERSE CURVATURE; THENCE
WESTERLY, 133.49 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY,
HAVING A RADIUS OF 81.2o FEET, THROUGH A CENTRAL ANGLE OF 94°11'25" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 84°42'41"WEST, 118.96 FEET;THENCE SOUTH
04°47'30"WEST,A DISTANCE OF 125.63 FEET;THENCE NORTH 84°46'05"WEST,A DISTANCE OF
9.99 FEET; THENCE NORTH 77°45'48" WEST, A DISTANCE OF 68.76 FEET; THENCE NORTH
88°51'30"WEST,A DISTANCE OF 65.94 FEET;THENCE NORTH 84°45'16"WEST,A DISTANCE OF
595.29 FEET; THENCE NORTH o8°46'55" EAST, A DISTANCE OF 15.19 FEET; THENCE NORTH
81°13'o5" WEST, A DISTANCE OF 86.83 FEET TO A POINT OF CURVATURE; THENCE
SOUTHWESTERLY, 40.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTH EASTERLY,HAVING A RADIUS OF 25.00 FEET,TH ROUGH A CENTRAL ANGLE OF 93°04'05"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 52°14'52"WEST,36.29 FEET;THENCE
SOLTH 05°42'49" WEST, A DISTANCE OF 16.93 FEET TO A POINT OF CURVATURE; THENCE
SOUTHWESTERLY, 49.0o FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF
112°17'57"AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 61°51'48"WEST,41.52 FEET;
�✓ THENCE NORTH 60504" WEST, A DISTANCE OF 75.11 FEET TO A POINT OF CURVATURE;
THENCE NORTHERLY, 42.43 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
EASTERLY,HAVING A RADIUS OF 30.00 FEET,THROUGH A CENTRAL ANGLE OF 81°o2'25"AND
BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21°28'01"WEST,38.98 FEET TO A POINT
OF REVERSE CURVATURE; THENCE NORTHWESTERLY, 213.13 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE SOUTHWESTERLY,HAVING A RADIUS OF 90.00 FEET,THROUGH
A CENTRAL ANGLE OF 135°41'08"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
48°47'22"WEST,166.71 FEET TO A POINT OF REVERSE CURVATURE;THENCE WESTERLY,61.99
FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY, HAVING A RADIUS OF
65.00 FEET,THROUGH A CENTRAL ANGLE OF 54°38'43"AND BEING SUBTENDED BY A CHORD
THAT BEARS NORTH 89°18'35"WEST,59.67 FEET;THENCE NORTH 61059'14"WEST,A DISTANCE
OF 36.90 FEET;THENCE NORTH 21°3759" EAST,A DISTANCE OF 250.74 FEET TO A POIIvT OF
CURVATURE; THENCE NORTHERLY, 121.17 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 230.00 FEET,THROUGH A CENTRAL ANGLE OF
30°11'06"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH o6°32'26"EAST,19.77 FEET
TO A POINT OF REVERSE CURVATURE;THENCE NORTHERLY,34.24 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 65.00 FEET, THROUGH A
CENTRAL ANGLE OF 30°11'06" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
o6°32'26"EAST,33.85 FEET;THENCE NORTH 21°37'59"EAST,A DISTANCE OF 100.89 FEET TO A
POINT OF CURVATURE;THENCE NORTHERLY, 162.28 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 1,190.00 FEET, THROUGH A CENTRAL
ANGLE OF 07°48'48"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17°43'35"EAST,
162.15 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHERLY, 138.92 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 510.00 FEET,
THROUGH A CENTRAL ANGLE OF 15°36'23"AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 21°37'22" EAST, 138.49 FEET TO A POINT OF REVERSE CURVATURE; THENCE
NORTHERLY, 376.91 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY,
RADE , HH E?r"TRTA N. °1 '5BEING
++' SUBTENDED HAVINGA BY IUS A CHORDOF890.00 THATFEBEARS NORTHROUGA 17C°1738"AL EAST.G;^.1.10OF FE24ET5TO1"AAND POINT OF
4
1 ES f.1NCV +ketch and legal,2111S-109910 doe,
Page I of6
Exhibit "2"
RHODES cdRSODES LANDSURVEY. NG, INC 17 F
04100 BONITA GRANDE'DRIVE SUITE 107
BONITA SPRING$FLORIDA 3413
PHONE(039)405-8166 FAX(RR)40.8164
REVERSE CURVATURE;THENCE NORTHEASTERLY,56.89 FEET ALONG THE ARC OFA CIRCULAR
CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 50.0o FEET,THROUGH A CENTRAL
ANGLE OF 65°11'o8"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 37°45'17"EAST,
53.87 FEET; THENCE NORTH 68°59'19" EAST, A DISTANCE OF 25.61 FEET; THENCE SOUTH
51°48'02" EAST, A DISTANCE OF 171.93 FEET TO A POINT ON A NON-TANGENTIAL CURVE;
THENCE NORTHEASTERLY, 143.41 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 895.00 FEET, THROUGH A CENTRAL ANGLE OF
09°10'51"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 44°11'54"EAST,143.26 FEET
TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY,157.90 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 668.6o FEET,
THROUGH A CENTRAL ANGLE OF 13°31'53"AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 42°01'23" EAST, 157.53 FEET TO A POINT OF COMPOUND CURVATURE; THENCE
NORTHEASTERLY, 185.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 500.0o FEET, THROUGH A CENTRAL ANGLE OF
21°18'01"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 24°36'26"EAST,184.81 FEET;
THENCE NORTH 13°57'25" EAST, A DISTANCE OF 434.86 FEET TO A POINT OF CURVATURE;
THENCE NORTHEASTERLY,389.88 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 495.0o FEET, THROUGH A CENTRAL ANGLE OF
45°07'42"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 36°31'16"EAST,379.88 FEET
TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY,151.58 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 150.0o FEET,
THROUGH A CENTRAL ANGLE OF 57°54'01"AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 30°08'06" EAST, 145.21 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE
EASTERLY, 303.95 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY,
HAVING A RADIUS OF 255.0o FEET,THROUGH A CENTRAL ANGLE OF 68°17'37" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 72°41'19" EAST, 286.27 FEET TO A POINT OF
REVERSE CURVATURE; THENCE NORTHEASTERLY, 214.76 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 250.00 FEET,THROUGH
A CENTRAL ANGLE OF 49°13'09" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
63°09'05"EAST,208.22 FEET TO A POINT OF REVERSE CURVATURE;THENCE NORTHEASTERLY,
248.23 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A
RADIUS OF 210.00 FEET,TH ROUGH A CENTRAL ANGLE OF 67°43'34"AND BEING SUBTENDED BY •
A CHORD THAT BEARS NORTH 53°53'52" EAST, 234.03 FEET TO A POINT OF REVERSE
CURVATURE;THENCE NORTHEASTERLY,122.11 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF ioo.00 FEET,THROUGH A CENTRAL ANGLE
OF 69°57'55"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 55°01'02"EAST, 114.67
FEET TO A POINT OF REVERSE CURVATURE;THENCE EASTERLY,57.32 FEET ALONG THE ARC
OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 100.0o FEET,THROUGH
A CENTRAL ANGLE OF 32°50'27" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
73°34'46" EAST, 56.54 FEET; THENCE NORTH 57°09'32" EAST, A DISTANCE OF 115.02 FEET;
THENCE NORTH 04°35'06" WEST, A DISTANCE OF 86.36 FEET TO A POINT ON A NON-
TANGENTIAL CURVE;THENCE NORTHEASTERLY,528.63 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 830.0o FEET,THROUGH A CENTRAL
ANGLE OF 36°29'32"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 66°47'o3"EAST,
519.74 FEET TO A P01 NT OF REVERSE CURVATURE;THENCE EASTERLY,403.75 FEET ALONG THE
ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 300.00 FEET,
THROUGH A CENTRAL ANGLE OF 77°06'37"AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 87°o5'36" EAST, 373.96 FEET;THENCE NORTH 35°38'54" EAST,A DISTANCE OF 200.00
FEET;THENCE SOUTH 54°21'06" EAST,A DISTANCE OF 910.68 FEET;THENCE SOUTH 35°39'40"
WEST, A DISTANCE OF 103.80 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE
SOUTHERLY, 405.42 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY,
HAVING A RADIUS OF 35o.00 FEET,THROUGH A CENTRAL ANGLE OF 66°22'03" AND BEING
SUBTENDED BY A CHORD THAT BEARS SOUTH 12°43'12" EAST, 383.13 FEET TO A POINT OF
REVERSE CURVATURE; THENCE SOUTHEASTERLY, 289.19 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 150.00 FEET,THROUGH
A CENTRAL ANGLE OF 110°27'50"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH
• 34°46'05"EAST,246.44 FEET;THENCE SOUTH 90°00'00"EAST,A DISTANCE OF 58.44 FEET TO A
POINT OF CURVATURE;THENCE NORTHEASTERLY,18.33 FEET ALONG THE ARC OFA CIRCULAR
/ FS f:\M.I.\sketch and lecals 201%-1099181 docx
Page 2 of 6
RHODES&RHODES LAND SURVEYING, INC f
10141*BONITA GRANDE DRIVE BOHN 197
BONITA SPRIM1Q IiLORIDA$11.16
PRONE(&f 9)405-8166 FAS(P98)166-8169
CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL
ANGLE OF 52°30'17"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 63°44'51"EAST,
17.69 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 24.89 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF
95.0o FEET,THROUGH A CENTRAL ANGLE OF 15°00'34"AND BEING SUBTENDED BY A CHORD
THAT BEARS NORTH 45°00'00"EAST,24.82 FEET TO A POINT OF REVERSE CURVATURE;THENCE
NORTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF
52°30'17"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 26°15'09"EAST,17.69 FEET;
THENCE SOUTH 90°00'00" EAST, A DISTANCE OF 100.00 FEET TO A POINT ON A NON-
TANGENTIAL CURVE;THENCE SOUTHEASTERLY,18.33 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL
ANGLE OF 52°30'17"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 26°15'09"EAST,
17.69 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHEASTERLY,24.89 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 95.0o
FEET,THROUGH A CENTRAL ANGLE OF 15°00'34"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 45°00'00" EAST, 24.82 FEET TO A POINT OF REVERSE CURVATURE; THENCE
SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHEASTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL ANGLE OF 52°30'11"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 63°44'48"EAST,17.69 FEET;TFi ENCS
SOUTH oo°oo'oo" WEST, A DISTANCE OF 130.00 FEET; THENCE SOUTH 90°00'00" EAST, A
DISTANCE OF 113.79 FEET;THENCE SOUTH oo°oo'oo"WEST,A DISTANCE OF 150.36 FEET TO A
POINT OF CURVATURE;THENCE SOUTHERLY, 165.62 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 320.0o FEET,THROUGH A CENTRAL ANGLE
OF 29°39'13"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14°49'36"WFST, 163.77
FEET TO A POINT OF COMPOUND CURVATURE;THENCE SOUTHWESTERLY,386.52 FEET ALONG
THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 1,190.00
FEET,THROUGH A CENTRAL ANGLE OF 18°36'36"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 38°57'31" WEST, 384.82 FEET TO A POINT ON A NON-TANGENTIAL CURVE;
THENCE SOUTHEASTERLY, 46.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 45.0o FEET, THROUGH A CENTRAL ANGLE OF
59°39'38"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 44°45'36"EAST,44.77 FEET
TO A POINT OF REVERSE CURVATURE;THENCE SOUTHEASTERLY,20.36 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 62.58 FEET,
THROUGH A CENTRAL ANGLE OF 18°38'25"AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 24°15 00"EAST,20.27 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTH ERLY,
48.52 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS
OF 45.0o FEET,THROUGH A CENTRAL ANGLE OF 61°46'37"AND BEING SUBTENDED BY A CHORD
THAT BEARS SOUTH 02°40'53"EAST,46.2o FEET;THENCE SOUTH 28°12'25"WEST,A DISTANCE
OF 70.46 FEET TO A POINT OF CURVATURE;THENCE SOUTHERLY,139.04 FEET ALONG THE ARC
OF A CIRCULAR CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 300.00 FEET,THROUGH A
CENTRAL ANGLE OF 26°33'16" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH
14°55'47"WEST,137.80 FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY,
389.19 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A
RADIUS OF 300.00 FEET,TH ROUGH A CENTRAL ANGLE OF 74°19'47"AND BEING SUBTENDED BY
A CHORD THAT BEARS SOUTH 38°49'03" WEST, 362.47 FEET TO A POINT OF REVERSE
CURVATURE;TI I ENCE SOUTHWESTERLY,450.20 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 300.00 FEET,THROUGH A CENTRAL ANGLE
OF 85°58'55"ANI)BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 32°59'29"WEST,409.13
FEET TO A POINT OF REVERSE CURVATURE;TH ENCE SOUTHWESTERLY,87.83 FEET ALONG THE
ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 45.00 FEET,
THROUGH A CENTRAL ANGLE OF i11°49'56"AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 45°55'00" WEST, 74.54 FEET;THENCE NORTH 78°10'02" WEST, A DISTANCE OF 194.68
FEET TO A POINT OF CURVATURE;THENCE NORTHERLY, 91.65 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 45.0o FEET, THROUGH A
CENTRAL ANGLE OF 116°41'28" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
'`✓ 19°49'18" WEST, 76.61 FEET; THENCE NORTH 38°31'26" EAST, A DISTANCE OF u1.o8 FEET;
THENCE NORTH 51°28'34" WEST, A DISTANCE OF 105.27 FEET TO A POINT ON A NON-
1.ESI ANCIA sketch and legals 2018-II)99lgl.doc%
Pace 3 of 6
17F
RHODES ct RHODES LAND SURVEYING, INC
a9110 BONITA GRANDE DRIVE MUTE 107
BONITA SPRIAO4 FLORIDA 34135
PHONE(19)4064708 FAX(849)4068163
\./ TANGENTIAL CURVE; THENCE WESTERLY, 483.85 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL
ANGLE OF 75°57'07"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 78°42'43"WEST,
449.19 FEET TO A POINT ON A NON-TANGENTIAL CURVE; THENCE SOUTHERLY, 84.57 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 45.00
FEET,THROUGH A CENTRAL ANGLE OF to7°4o'34"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 16°59'07"WEST,72.66 FEET TO A POINT ON A NON-TANGENTIAL CURVE;THENCE
SOUTHWESTERLY, 339.06 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF
74°43'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 33°47'18" WEST, 315.54
FEET;THENCE SOUTH 03°34'14"EAST,A DISTANCE OF 87.88 FEET TO A POINT OF CURVATURE;
THENCE SOUTHWESTERLY, 371.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF
94°37'47" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 43°44'40" WEST, 330.79
FEET;THENCE NORTI I 88°56'27"WEST,A DISTANCE OF 322.37 FEETTO A POINT OF CURVATURE;
THENCE WESTERLY, 92.45 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHERLY, HAVING A RADIUS OF 285.00 FEET,THROUGH A CENTRAL ANGLE OF 18°35'10"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 79°38'52"WEST,92.05 FEET;THENCE
NORTH 88°56'16"WEST,A DISTANCE OF 502.88 FEET TO THE POINT\OF BEGINNING.
CONTAINING 9,147,731 SQUARE FEET OR 210.003 ACRES,MORE OR LESS.
\../
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FLORIDA DEPARTMENT Of STATE
RON DESANTIS LAUREL M.LEE
Governor Secretary of State
June 27, 2019
Ms. Teresa L. Cannon, BMR Senior Clerk II
Office of the Clerk of the Circuit Court
&Comptroller of Collier County
3299 Tamiami Trail, Suite#401
Naples, Florida 34112-5324
Dear Ms. Cannon:
Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your
electronic copy of Collier County Ordinance No. 19-15, which was filed in this office on June 27, 2019.
Sincerely,
Ernest L. Reddick
Program Administrator
ELR/lb
R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250
Telephone: (850) 245-6270
www.dos.state.fl.us