Agenda 10/08/2019 Item #17A (Ordinance: Fiddler's Creek CDD)10/08/2019
EXECUTIVE SUMMARY
Recommendation to approve an Ordinance amending Ordinance Number 2019-15, the Fiddler’s
Creek Community Development District, to correct a scrivener’s error related to Exhibits A and B.
_____________________________________________________________________________________
OBJECTIVE: To have the Board of County Commissioners (Board) amend Ordinance Number 2019-15
to correct a scrivener’s error in Exhibits A and B; providing for conflict and severability; providing for
inclusion in the code of laws and ordinances; and providing an effective date.
CONSIDERATIONS: Following the Board’s adoption of Ordinance No. 19-15 on June 25, 2019, it was
determined that Exhibits A and B establishing the boundaries of the Fiddler’s Creek Community
Development District #2 were incorrectly attached to the Ordinance. Exhibit A should have contained the
existing boundaries of the district, while Exhibit B should have contained the existing boundaries less and
except 210.003 acres. However, the draft ordinance that was presented for the Chairman’s signature
contained the incorrect exhibits that did not reflect what was described in the approved Ordinance.
The inclusion of the incorrect exhibits now constitutes a Scrivener’s Error.
FISCAL IMPACT: It should be noted that this amendment is only to amend the exhibits in Ordinance
No. 19-15 that was approved by the Board. Therefore, this change by and of itself will have no fiscal
impact on the County.
GROWTH MANAGEMENT IMPACT: There is no growth management plan impact associated with
this action.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality and requires a
majority vote for Board approval. JAK
RECOMMENDATION: That the Board amend Ordinance Number 19-15, to correct a scrivener’s error
in error in Exhibits A and B; providing for conflict and severability; providing for inclusion in the code of
laws and ordinances; and providing an effective date.
Prepared by: Jeffrey A. Klatzkow, County Attorney
ATTACHMENT(S)
1. Fiddlers Creek - Proposed Ordinance (PDF)
2. Ordinance 2019-15 (PDF)
3. Legal Ad - Fiddler's Creek (PDF)
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10/08/2019
COLLIER COUNTY
Board of County Commissioners
Item Number: 17.A
Doc ID: 10220
Item Summary: Recommendation to approve an Ordinance amending Ordinance Number 2019-
15, the Fiddler’s Creek Community Development District, to correct a scrivener’s error related to Exhibits
A and B.
Meeting Date: 10/08/2019
Prepared by:
Title: Legal Assistant/Paralegal – County Attorney's Office
Name: Virginia Neet
09/20/2019 10:37 AM
Submitted by:
Title: County Attorney – County Attorney's Office
Name: Jeffrey A. Klatzkow
09/20/2019 10:37 AM
Approved By:
Review:
Office of Management and Budget Laura Wells Level 3 OMB Gatekeeper Review Completed 09/24/2019 1:47 PM
Budget and Management Office Mark Isackson Additional Reviewer Completed 09/25/2019 10:31 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 09/25/2019 3:21 PM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 09/29/2019 6:20 PM
Board of County Commissioners MaryJo Brock Meeting Pending 10/08/2019 9:00 AM
17.A
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Packet Pg. 1644 Attachment: Fiddlers Creek - Proposed Ordinance (10220 : Fiddler's Creek - Scrivener's Error)
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Packet Pg. 1651 Attachment: Fiddlers Creek - Proposed Ordinance (10220 : Fiddler's Creek - Scrivener's Error)
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Packet Pg. 1654 Attachment: Fiddlers Creek - Proposed Ordinance (10220 : Fiddler's Creek - Scrivener's Error)
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Packet Pg. 1659 Attachment: Fiddlers Creek - Proposed Ordinance (10220 : Fiddler's Creek - Scrivener's Error)
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Packet Pg. 1660 Attachment: Fiddlers Creek - Proposed Ordinance (10220 : Fiddler's Creek - Scrivener's Error)
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Packet Pg. 1662 Attachment: Fiddlers Creek - Proposed Ordinance (10220 : Fiddler's Creek - Scrivener's Error)
ORDINANCE NO. 19- 15
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.
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Packet Pg. 1663 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
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.
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0
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Packet Pg. 1664 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
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 Z5-1A- day of t..)ar,.e 2019.
ATTEST::' ' "/ BOARD OF COUNTY COMMISSIONERS
CRYSTAL.K I<IN L, Clerk COLLIER C f ORIDA
6e) .,
ftr.kZiA,uct„- : 1407 E}GL By: 4
Attest76- 1:0c; ,• Clerk W/ham L. McDaniel, Jr., C airman
tign tUif Citi.
1 I ii it
iii
Appro . ._. f i'o rm and legality:
44IF :
Jeffrey • {qR `
iow, County Attorney
I
I
This ordinance filed with the
Secretary of State's Office the
al day of J---N-Q , gWAS..
and acknowledgement of that
filings.red thday
J 0 "
Deo"Clerk
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Packet Pg. 1665 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
EXHIBIT A
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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 S89'55'461 FOR A DISTANCE OF 4688.27 FEET, TO A POINT ON THE SOUTHERLY RIGHT—OF—WAY _INE OF US. 41
TAMIANI TRAIL), A 200' WIDE RIGHT—OF—WAY; THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY UNE, RUN 554'21'29'E FOR A DISTANCE OF 379158
FEET; THENCE LEAVING SAID SOUTHERLY RIGHT—OF—WAY NNE. RUN S35'39'17"W FOR A DISTANCE OF 107.40 FEET, TO A POINT OF NON—TANGENTIAL
CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS CF 350.00 FEET. THROUGH A CENTRAL ANGLE OF 6522'03',AND
II
BEING SUBTENDED BY A CHORD OF 383.13 FEET, AT A BEARING OF S1T43'35'E, 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 534'46'28"E, FOR AN ARC LENGTH OF 289.19 FEET; THENCE
RUN N89'59'37'E 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 5730'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING
OF N63'44'28'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 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'S9'37'E, FOR AN ARC 1ENGTH 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 52'30'17', AND BEING SUBTENDED BY A CHORD Of 17.69 FEET, A' A BEARING
OF N2614'45'E, FOR AN ARC LENGTH OF 18.33 FEET: THENCE RUN N89'59'371 FOR A DISTANCE OF 100.00 FEET, TO A POINT CF
NON—TANGENTIAL CIROULAR 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 S45'00'23'E, 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
5730'11', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S63'45'117, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN
SO0'00'23'E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37'E FOR X DISTANCE OF 11179 FEET; THENCE RUN SOO'00'23'E FOR A
DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; (WENCE 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 S14'49'73'W, FOR AN
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 1816'36', AND BEING SUBTENDED BY A CHORD OF 384.82 FEET, AT A BEARING Of S38'57'0814,
FOR AN ARC LENGTH OF 38652 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 59'39'38', AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF
544'45'59"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 BEARING OF S24'15'23'E,
FOR AN ARC LENGTH OF 23.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00
FEET, THROUGH A CENTRAL ANGLE OF 61'46'37', AND BEING SUBTENDED BY A CHORD OF 4620 FEET, AT A BEARING OF S074I'1i'E, FOR AN ARC
LENGTH OF 48.52 FEET; THENCE RUN S28'12'02"W 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 26'3316', AND BEING SUBTENDED BY A CHORD
OF 137.80 FEET, AT A BEARING OF S14'55'24'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 389.19 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 85'58'55', AND BEING SUBTENDED BY A CHORD
OF 409.13 FEET, AT A BEARING OF S32'59'06"W, 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 S45'54'37"W, FOR AN ARC LENGTH OF 87.83 FEET; THENCE RUN N76'10'2514 FOR A DISTANCE OF 194.68 FEET,
TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, RAVING A RADIUS OF 45.00 FEET, THROJGH A CENTRAL
ANGLE OF 116'41'28',AND BEING SUBTENDED BY A CHORD OF 76.61 FEET, AT A BEARING OF N19'49'411'4 FOR AN ARC LENGTH OF 91.65 FEET;
THENCE RUN N38'31'03'E FOR A DISTANCE OF 111.08 FEET; THENCE RUN N51'2B'57'4 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 S78'42'201Y, FOR AN ARC LENGTH OF 483.85 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 CENTRA_
ANGLE OF 10740'34', AND BEING 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 POINT OF ON—TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE 1111, HAVING A RADIUS OF 260.00 FEET. THROUGH A
CENTRAL ANGLE OF 74'43'0.5', AND BEING SUBTENDED BY A CHORD OF 315.54 FEET, AT A BEARING OF S33'46'SSW, FOR AN ARC LENGTH OF
339.06 FEET; THENCE RUN 503'34'371 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 22500 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47', AID BEING SUBTENDED BY A CHORD OF
330.79 FEET, AT A BEARING OF S43'44'161Y, FOR AN ARC LENGTH OF 371.61 FEET; THENCE RUN N88'56'501Y 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 1535'10",AND BEING SUBTENDED BY A CHORD 01 92.05 FEET, AT A BEARING OF N79'39'15'W, FOR AN ARC LENGTH OF 92.45 FEET;
THENCE RUN N8556'391W 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 42'52'13', AND BEING SUBTENDED BY A CHORD Of 58.47 FEET, AT A
BEARING OF S69'37'15'W. FOR AN ARC LENGTH OF 59.86 FEET, TO A POINT OF COMPOUND CURVATURE: THENCE ALONG A CURVE TO THE LEFT.
HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94'11'25', AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING
OF N84'43'04'W. FOR AN ARC LENGTH OF 133.49 FEET;
RATIN B!: DATE: 950 (near. Way D..'tA'')A'
R.A.K. e 7[Ie Napin, FL. 34110 EXHIBIT 3 6-7346-2
SKET F or SYFFTPAwECT rrcPhone: (239) 254-2000 LEGAL DESCRIPTION 1998070
SCC-2'w-ent• 4 COMMUNITY DEVELOPMENT DISTRICT 2t7 my„D,a 911,13,14-515-NSC&111-51S-37E
Exhibit "3"
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Packet Pg. 1666 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
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CONTINUED FROM SHEET 1 OF 5)
THENCE RUN 504'47'07'W FOR A DISTANCE OF 126.86 FEET; THENCE RUN N7746'1210 FOR A DISTANCE OF 78.84 FEET; THENCE RUN N88'51'53'W
FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'3914 FOR A DISTANCE OF 685.72 FEET; THENCE RUN S05'42'49'W FOR A DISTANCE OF
66.04 FEET; THENCE RUN N84'17'111Y FOR A DISTANCE OF 48.52 FEET; THENCE RUN S28'DO46114 FOR A DISTANCE OF 219.00 FEET; THENCE RUN
N61'59'1414 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
N73'53'0414, 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 N7733'0814, 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 679'33", AND BEING SUBTENDED BY A CHORD OF 153.37 FEET, AT A BEARING
OF N38'34'3414, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT,
WAVING A RADIUS OF 137.00 FEET, THROUGH A CENTRAL ANGLE OF 11755'12', AND BEING SUBTENDED BY A CHORD OF 228.38 FEET, AT A
BEARING OF N64'17'2414, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN 559'15'00'W 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 CENTRA_ ANGLE OF
71'28'36", ANO BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING CF N8500'42.41, 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 N68'17'5914, FOR AN ARC LENGTH OF 166.04 FEET;
THENCE RUN N8T19'33'W 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 80'16I50., AND BEING SUBTENDED BY A CHORD OF 12.89 FEET, AT A
BEARING OF N471113814, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RIM NO7'02'43'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 N34'26'1514, 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
1606'41', AND BEING SUBTENDED BY A CHORD OF 125.58 FEET, AT A BEARING OF N6623'0714, 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 4656'36', AND BEING SUBTENDED BY A CHORD OF' 398.30 FEET, AT A BEARING OF N51'28'0914, FOR AN ARC LENGTH OF 409.66 FEET;
THENCE RUN N2T59'S114 FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; 'HENCE 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 N58'18'0914, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN N88'36'2814 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 BENG SUBTENDED BY A CHORD OF 113.77 FEET, AT A BEARING OF S56'43'2214, 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 S46'24'061Y, FOR AN ARC LENGTH OF 169.98 FEET,
TO A POINT OF TANGENTIAL 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 S77'29'2911, 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 BEARING OF S66'52'18'W, FOR AN ARC LENGTH OF 151.50 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE
AUDNG 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 S80'34'3914, 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 43'19'39', AND BONG SUBTENDED BY A CHORD
OF 110.75 FEET, AT A BEARING OF S6T53'55NN. FOR AN ARC LENGTH Of 113.43 FEET; THENCE RUN S89'33'4414 FOR A DISTANCE OF 33.81
FEET; THENCE RUN NO0'25'5814 FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N26'57'2214 FOR A DISTANCE OF 100.00 FEET. TO A POINT OF
NON-TANGENPAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RAMS 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 S70'44'39'11, FOR AN ARC LENGTH OF 190.81 FEET, TO A
POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAID EAST LINE OF
THE NORTHEAST QUARTER OF SECTION 14, RUN NOO'25'37W 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 UNE OF THE NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SAID SECTION 14, RUN N88'20'4314 FOR A DISTANCE OF 693.91 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 53708'33'W 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 SAID SECTION 14, RUN N88'20'4314 FOR A DISTANCE OF 2557.48 FEET;
THENCE ALONG THE 'NEST UNE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE MORT-WEST QUARTER Of SAID SECTION 14, RUN
NOO'02'07'E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID QUARTER UNE, RUN 1483'05'431V FOR A DISTANCE OF 590.35 FEET; THENCE
RUN NO1'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55'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, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN N01'13'54'E FOR
A DISTANCE OF 1860.10 FEET; THENCE LEAVING SAD QUARTER LINE, RUN S8646'12'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 CENTP.AL ANGLE OF
3705'11", AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING Of N1T05'16'E, FOR AN 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;
DRAM[rC *t
950 Encore Way
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Nopiss, FL. 34110 LEGAL DESCRIPTION 9-7364-z
Phone: (239) 254-2000 d+
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2
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5 HOLE MONIES Florida csrl Ika1• of COMMUNITY DEVELOPMENT DISTRICT 2 otE mut
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17.A.2
Packet Pg. 1667 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
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CONTINUED FROM SHEET 2 OF 5)
THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE, RUN 554'21'53"E FOR A DISTANCE OF 807.97 FEET, TO AN INTERSECTION RTTH THE EAST
LINE OF THE NORTHEAST QUARTER OF SAID SECTION I I; THENCE ALONG SAID QUARTER LINE, RUN 501"00'06'W FOR A DISTANCE OF 3308.61 FEET,
TO 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, COLLIER COUNTY,
FLORIDA, CONTAINING 10.906 ACRES. MORE OR LESS.
TOTAL DESCRIBED AREA = 1,059.734 ACRES.
HOLE MONTES, INC.
CERTIFICATE Of AUTHORIZATION NUMBER LB 1712
BY 16278
N J. HILTON' STATE OF FLORIDA
o4I1.11L p47Ef. Ei
950 Enoore Woy K1
8-7 364-2Naples, rL. 34110 LEGAL DESCRIPTION PRacc1 NO17S5
Phone: (239) 254-2000 1998070
HOLE MONTES Florida Certitteote of
SiC_11N1-11414AuINori:onCO07 SrtDonNo.1712 COMMUNITY DEVELOPMENT DISTRICT 2
le-51S-27[ "
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17.A.2
Packet Pg. 1668 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
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NUT I a Oa, Phone:
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17.A.2
Packet Pg. 1669 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
n•67'.\diatU-SWILWC\S-SuwAPrkleC.y New tO lacti iVIDD-FS\tY.ee701 COOL Ot07 ItMei\Straf$\TCZ Awaen 00m97 51&1..474.7'1/7/R3 11411 PV Road 11.N l%mutt
CURVE TABLE CURVE TABLE
CURVE RAOLUS DELTA CHORD CHORD BEARING ARC LENGTH CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH
CI 350.00 662203' 383.13 S1743'351 405.42
4
C24 80.00 475213' 58.47 369'3715V 59.88
C2 150.00 11027'50' 248.44 334'46'28'E 289.19 I C25 81.20 9411'25' 118.96 1484'43'04V 133.49
C3 20.00 573617' 17.69 N6344.28'E 18.33 C26 200.00 2347'41' 82.46 1473'53'041' 8.3.06
C4 95.00 1600'34' 24.82 N441737E 24.69 C27 300.00 1627'34' 85.89 147733'08V 86.18
C5 20.00 5730'17' 17.69 N2614'45'T 18.33 C28 150.00 81'29'33' 153.37 N363734 W 160.99
C6C6 20.00 52'3617' 17.69 52615'32' 18.33 C29 137.00 1'755'12' 228.38 N5417'241W 270.00
C7 95.00 15'00'34' 24.82 545'06231. 24.89 030 135.00 71'2738' 157.70 1485'0012'W 168.41
C8 20.00 523011' 17.69 S63'45111 18.33 C31 250.00 3703'09' 163.00 N6817'59 W 166.04
09 320.00 273913' 163.77 514'49'13'V 165.62 C32 10.00 8716'50' 12.89 N4711'08'W 14.01
C10 11 900 1638'30' 384.82 53657'08V 386.52 C33 100.00 54'47'04' 92.02 1434'26'150W 95.62
C11 45.00 5739'38' 44.77 S44'45'597 46.86 C34 550.00 13'06'41' 125.58 N6823'07V 125.88
C12 82.58 1638'25' 20.27 524'15'231 20.36 C35 500.00 4656'38' 398.30 N51'28'0911( 409.68
C13 45.00 61163? 46.20 50741'17'E 48.52 C38 260,00 60'36'37' 262.39 N561709V 275.04
C14 300.00 263316' 137.80 514'55'24' 139.04 037 100.00 69'2620' 113.77 55643'22V 121.02
C15 300.00 74'19'47' 382.47 5364640'W 389.19 C38 200.00 48'41'47 164.91 54.724'061? 169.98
C18 300.00 6558'55' 409.13 53759'0611' 450.20 C39 700.00 1728'58' 164.34 57729.29N1 164.72
C17 45.00 111'4955' 74.54 S4754'3715 87.83 C40 250.00 34'43'19' 149.20 5665718V1 151.50
C18 45.00 116'41'28' 76.81 109'49'41Vi 91.65 041
4
475.00 6708'00' 490.23 38634'39Vll 515.11
C19 385.00 75'57'07" 449.19 S7742'2011 483.85 042 200.00 6624'33' 216.12 5775622V 228.32
C20 45.00 10740'34' 72.88 51858'441? 84.57 C43 150.00 43'19'39' 110.75 56753'551? 113.4.3
C2( 280.00 74'43'05' 315.54 53746'551? 339.06 C44 709.89 1524'01' 190.23 57744'39' 190.81
C22 225,00 94'37'47. 330.79 S4344'1611/ 371.61 045 350.00 3705'11' 222.61 N17-05'161 228.55
023 285.00 1635'10' 92.05 147173715V1 92.45
UNE TABLE UNE TABLE LINE TABLE LINE TABLE
UNE DIRECTION LENGTH UNE DIRECTION I LENGTH UNE DIRECTION LENGTH UNE DIRECTION LENGTH
LI 5363717V 107.40 ~114 504'4707 W 128.86 L27 384'13.58V 169.90 L40 38709'46'E 1374.52
L2 148759'371 58.44 115 147746'12V 78.84 1-28 587.3'44'W 33.81 L41 N0113541 1860.10
4.3 1489'59'37T 100.00 116 N8751'5311' 65.94 L29 NOC125'58 W 2874.12 142 S8846'12'E 516.33
L4 S0606231 130.00 1.17 1484'45'39V 68.5.72 130 14265712V 100.00 143 143637'51'E 214.87
L5 148759171 113.79 118 305'42'49' 66.04 L31 170625'3714 495.65 L44 S54'21'531 807.97
L6 500'06231 150.36 119 148.417.11V 48.52 1.32 N8820'43VI 693.91 145 S01'06061W 3308.61
L7 52612"021? 70.48 1.20 528'06481? 219.00 133 145751'27V 171.133 148 S8805'23'E 690.28
18 N7r10'251Y 194.68 L21 N61'59'14)0 687.71 134 33708'33V 12251 L47 S00'26'311 687.45
L9 1438'31'031 111.08 4.22 35715'03"W 59.92 135 14813'20'43V 2557.48 148 N8813'02 V 691.39
110 N51'28'57V7 105.27 123 N8719'33 W 86.72 1.38 140602'07 E 1389.87 L49 N0720'4111/ 688.94
L11 50534'37E 87.88 124 140702'43'W 40.73 1.37 148605'43V 590.35
112 148856501? 322.37 125 N2759'51V 47.49 L38 501'43'02 E 1493.79
113 148656'39V 664.33 126 148836'281? 125.93 1.39 38609'55'E 1274.00
OR.44N O: OAIY: 950 Encore Way CRA$N0.
R.A.K. 0,/
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FL. 34110 LINE AND CURVE TABLES 8-7366-2
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HOLE MONTES Florida Certificate or I
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17.A.2
Packet Pg. 1670 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
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 'A OF THE NORTHEAST ''A OF THE NORTHEAST 'A OF
SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY,
FLORIDA, CONTAINING 210.003 ACRES, MORE OR LESS.
17.A.2
Packet Pg. 1671 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
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Packet Pg. 1672 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
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17.A.2
Packet Pg. 1673 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
EXHIBIT B
RHODES 6.L RHODE'S LAND SURVEYING, INC
8816 BOMTA GRANDE DRIVII SO!IN 197
RONITA SIS FLORIDA 31135
PHONE(&99)06-8166 FAX(&99)46/5.8163
w.1
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND
SECTIONS 18 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 00°20'46"WEST,A DISTANCE OF 2,233.65 FEET TO THE
POINT OF BEGINNING OF TI I E PARCEL OF LAND HEREIN DESCRIBED;THENCE NORTH 88°56'16"
WEST,A DISTANCE OF 161.44 FEETTO A POINT OF CURVATURE;THENCE WESTERLY,59.86 FEET
ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY, HAVING A RADIUS OF 80.0o
FEET,THROUGH A CENTRAL ANGLE OF 42°52'13"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 69°37'38" WEST, 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 81.20 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°51'3o"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°13'05" 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,THROUGH A CENTRAL ANGLE OF 93°04'05"
AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 52°14'52"WEST,36.29 FEET;THENCE
SOUTH 05°42'49" WEST, A DISTANCE OF 16.93 FEET TO A POINT OF CURVATURE; THENCE
SOUTHWESTERLY, 49.00 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 25.0o FEET, THROUGH A CENTRAL ANGLE OF
112°17'57"AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 61°51'48"WEST,41.52 FEET;
w.,r THENCE NORTH 61°59'14" 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 30.0o 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 61°59'14"WEST,A DISTANCE
OF 36.90 FEET;THENCE NORTH 21°37'59" EAST,A DISTANCE OF 250.74 FEET TO A POINT OF
CURVATURE; THENCE NORTHERLY, 121.17 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 230.0o FEET,THROUGH A CENTRAL ANGLE OF
30°11'06"AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH o6°32'26"EAST,119.77 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
06°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" FAST, 138.49 FEET TO A POINT OF REVERSE CURVATURE; THENCE
NORTHERLY, 376.91 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY,
HAVING A RADIUS OF 890.0o FEET,THROUGH A CENTRAL ANGLE OF 24°1551" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 17°1738" EAST. 371.10 FEET TO A POINT OF
Z ES I ANCI.sketch and Ieeals 2018-IO0Nle0 docs
Page I of 6
Exhibit "2"
17.A.2
Packet Pg. 1674 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
RHODES et RHODES LAND SURVEYING, INC
d81QD BOh7TA GRANDE DRIVE SU1TE 1®P
BONITA SPRING FLORIDA 34136
PHONE(09)06.8156 FAX(09)054069
REVERSE CURVATURE;TH ENCE NORTHEASTERLY,56.89 FEET ALONG TI I E ARC OFA CIRCULAR
CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 50.00 FEET,THROUGH A CENTRAL
ANGLE OF 65°11'08"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
5048'02" 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 500.00 FEET, THROUGH A CENTRAL ANGLE OF
21°18'01"AND BEING SUBTENDED BYA 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 150.00 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 255.00 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 250.0o FEET,THROUGH
A CENTRAL ANGLE OF 403'09" 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,THROUGH 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 100.0o 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 100.00 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 830.00 FEET,THROUGH A CENTRAL
ANGLE OF 36°29'32"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 66°47'03"EAST,
519.74 FEET TO A POINT 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°05'36" 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 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66°22'o3" 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'S0" 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;RE;THENCE NORTHEASTERLY,18.33 FEET ALONG THE ARC OF A CIRCULAR
PST:\\(1\sketch and legals 2011i-1099Ig1 docx
lace?nl6
17.A.2
Packet Pg. 1675 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
RHODES ct RHODES LAND SURVEYING, INO
d6INROAM GRAA'DEDRIVE SDI=I97
bOMTA SPRLWA FLORIDA$41&6
PRIME(&)4&$.81M FAX 009)06.8163
CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 20.00 FEET,THROUGH A CENTRAL
ANGLE OF 52°30'17"ANt)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
95.00 FEET,THROUGH A CENTRAL ANGLE OF 15°00'34"AND BEING SUBTENDED BY A CHORD
THAT BEARS NORTH 45°00'oO"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 100.0o 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 SOUTH EASTERLY,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°0000" 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;THENCE
SOUTH oo°00'00" WEST, A DISTANCE OF 130.00 FEET; THENCE SOUTH 9o°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 320.00 FEET,THROUGH A CENTRAL ANGLE
OF 29°39'13"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14°49'36"WEST, 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 SOLTTLIERLY,
48.52 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS
OF 45.00 FEET,THROUGH A CENTRAL ANGLE OF 61°46'37"AND BEING SUBTENDED BYA 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,THROUGH 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 IENCE 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"AND BEING SUBTENDED BY A CI LORD THAT BEARS SOUTH 32°59'29"WEST,409.13
FEET TO A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY,87.83 FEET ALONG THE
ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 45.0o FEET,
TH ROUGH A CENTRAL ANGLE OF 111°49'56"AND BEING SUBTENDED BY A CHORD THAT BEARS
SOUTH 45°55'0o" WEST, 74.54 FEET;THF.NCE 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 NORTI 138°31'26" EAST, A DISTANCE OF m.08 FEET;
THENCE NORTLI 51°28'34" WEST, A DISTANCE OF 105.27 FEET TO A POINT ON A NON-
ESI\\CI,\,ketch and legals 2oI8.IO991gl.doc‘
Page 3of6
17.A.2
Packet Pg. 1676 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
RHODES ct RHODES LAND SURVEYING, INC
94110 6OMTA GRANDE DRIVE BUNN 107
BDNITA BPRI Ild FLORIDA$41.16
PRONE(1B%')4054166 FAX(R )4A5-81&4
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 107°40 34"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 16°59'o7"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;TI I ENCE NORTH 88°56'27"WEST,A DISTANCE OF 322.37 FEET TO 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'io"
AND BEING SUBTENDED BY A CHORD TI IAT 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.
ESI\NCI:\sketch and'cleats'ItIB-I0991n dock
Page 4of6
0
17.A.2
Packet Pg. 1677 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
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17.A.2
Packet Pg. 1678 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
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17.A.2
Packet Pg. 1679 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
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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.tl.us
17.A.2
Packet Pg. 1680 Attachment: Ordinance 2019-15 (10220 : Fiddler's Creek - Scrivener's Error)
17.A.3
Packet Pg. 1681 Attachment: Legal Ad - Fiddler's Creek (10220 : Fiddler's Creek - Scrivener's Error)