Ordinance 2024-04 ORDINANCE NO. 2024- 004
AN ORDINANCE OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA,
AMENDING ORDINANCE NO. 2021-11, AS RATIFIED AND
CONFIRMED BY ORDINANCE NO. 2021-44, THE HYDE
PARK COMMUNITY DEVELOPMENT DISTRICT 1, BY
MODIFYING THE EXTERNAL BOUNDARIES OF THE
DISTRICT THROUGH EXPANSION OF 67.87±ACRES AND
CONTRACTION OF 4.85± ACRES RESULTING IN A NET
EXPANSION OF 63.02± ACRES FROM 368.9± ACRES TO
431.96± ACRES; PROVIDING FOR CONFLICT AND
SEVERABILITY; PROVIDING FOR INCLUSION IN THE
CODE OF LAWS AND ORDINANCES; AND PROVIDING
AN EFFECTIVE DATE. [PL20230012229]
WHEREAS, on March 9, 2021, the Board of County Commissioners of Collier County,
Florida, a political subdivision of the State of Florida("Board"), adopted Ordinance No. 2021-11
establishing the Hyde Park Community Development District 1 ("District"), as a community
development district within the meaning of Chapter 190, Florida Statutes; and
WHEREAS, on November 9, 2021, the Board adopted Ordinance No. 2021-44, ratifying
and confirming the District's establishing ordinance to acknowledge and correcting a scrivener's
error in the landowner's consent set forth in the petition for establishment; and
WHEREAS, the original boundaries set forth in Ordinance Nos. 2021-11 and 2021-44
established boundaries of the District resulting in 368.9±acres; and
WHEREAS, the Board of Supervisors of the District, represented by Gregory L. Urbancic,
Esq., of Coleman, Yovanovich & Koester, P.A. ("Petitioner"), petitioned the Board to modify the
external boundaries of the District through expansion of 67.87± acres and contraction of 4.85+
acres resulting in a net expansion of 63.02± acres from 368.9+ acres to 431.96+ acres
(PL20230012229, hereinafter"CDD Amendment Petition"), as depicted in Exhibit "A", attached
hereto and incorporated herein by reference; and
WHEREAS, the Board considered the CDD Amendment Petition at a duly notice public
hearing advertised in accordance with Florida Statutes section 190.046; and
WHEREAS, upon consideration of the CDD Amendment Petition, the Board determined
the following:
1. The statements contained within the CDD Amendment Petition have been found to be
true and correct.
[23-CMP-01178/1834471/1] Page 1 of 3 0
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2. Amending the District is not inconsistent with any applicable element or portion of the
state comprehensive plan or of the effective local government comprehensive plan.
3. The area of land within the District continues to be of sufficient size,to be sufficiently
compact, and to be sufficiently contiguous to be developable as a functional interrelated
community.
4. The District continues to be the best alternative available for delivering community
development services and facilities to the area served by the District.
5. The services and facilities of the District will continue to not be incompatible with the
capacity and uses of existing local and regional community development services and
facilities.
6. The areas to be serviced by the District are amenable to separate special-district
governance.
7. The CDD Amendment Petition will not expand the District greater than 50 percent of
the land in the initial District, and in no event greater than 1,000 acres on a cumulative net
basis; and
WHEREAS, the Board finds that the Petitioner has otherwise satisfied all requirements set
forth in Florida Statutes section 190.046, and recommends approval of the expansion and
contraction based on the contents of the CDD Amendment Petition.
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA that:
SECTION ONE: AMENDMENT OF ORDINANCE NO. 2021-11, AS RATIFIED AND
CONFIRMED BY ORDINANCE NO. 2021-44, THE HYDE PARK COMMUNITY
DEVELOPMENT DISTRICT 1.
The original legal description of the District described in Exhibit"B", attached hereto and
incorporated herein by reference, is hereby superseded and replaced by the legal description of the
District described in Exhibit "C", attached hereto and incorporated herein by reference, to reflect
the expansion and contraction of the District.
SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT.
The external boundaries of the District encompasses 431.96±acres of land as described in
Exhibit "C".
[23-CMP-01178/1834471/1] Page 2 of 3 0
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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 portion 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.
SECTION FOUR: INCLUSION IN 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 re-numbered or re-
lettered 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 tiling with the Florida Department of State.
PASSED AND
DULY ADOPTED by the Board of County Commissioners of Collier
County, Florida, this 13 Tlf day of Ft13,eock / 2024.
ATTEST: • BOARD OF COUNTY COMMISSIONERS
CRYSTAL K. KINZEL, CLERK COLLIER COUNTY, FLORIDA
fitijilak
By: /' ' /t.,1c/jePC. By:
Attest as to Chairman's , Deputy Clerk ris Hall, Chairman
signature only
App ved as to form and legality:
This ordinance flied with the
tot
• 100 day ofAl'as
la Sec of (3ff I
and acknowledgement of that
erek D. Perry �`�'1 filinre�oive/d hisaY
Assistant County Attorney of ra ) i
Attachments: By
a�ouw Civice�.
Exhibit "A"—Map of Expansion Land and Contraction Land
Exhibit "B"—Original Legal Description
Exhibit "C"—Amended Legal Description
[23-CMP-01178/1834471/1] Page 3 of 3
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Exhibit "A"
Map of Expansion Land
and Contraction Land
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Phone:(239)254-2000 MAP OF EXPANSION LAND DRAwNC.BY.P. SEED PLOTSTME.
HOLE MONTES Florida Certificate of i DATE EXHIBIT - TE
ENGINEERS•PEANNERS•SURVEYORS Authorization No.1772 AND CONTRACTION LAND 6/2023 EXHIBI
Exhibit "B "
Metes and Bounds Legal Description
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OIL WELL ROAD SOUTHEAST CORNER)
SECTION 16-48-28
100' WIDE PUBLIC R/W
* NOT A SURVEY *
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
G.N 5/15/2020 Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-131
CT NO.
SHEET b OF SHEET Phone: (239) 254-2000 PR 2E020
1 3
SEC-TWN-RGE: HOLE MONTES Florida Certificate of HYDE PARK CDD 1 FILE NAME
1 - - ENGINEERS PLANNERS SURVEYORS Authorization No.1772
:OD 1A-Sketch drs
H:\2017\20I7001\CDD 2020007\CDD IA -Sketch-FIX.d.g 11/16/2020 8.04.21 AM Plotted by.G,ongNgo
LINE BEARING DISTANCE _ LINE BEARING DISTANCE
L1 N 00'51'44" W 100.01' L20 N 65'36'46" E 63.14'
L2 N 00'51'44" W 2557.67' - L21 S 31'07'37" E 147.05'
L3 N 00'50'30" W 2277.80' L22 S 00'26'52" E 89.29'
L4 N 89'40'25" E 250.1 1' L23 S 09'08'58" E 261.96'
L5 S 00'19'35" E 12.23' L24 S 34'01'11" E 180.12'
L6 N 89'40'25" E 33.71' L25 S 55'58'49" W 131.43'
L7 N 89'40'25" E 786.29' L26 S 34'01'11" E 124.31'
L8 S 35'55'15" E 261.28' L27 S 38'20'48" E 60.00'
L9 S 61'38'08" E 118.72' L28 S 35'24'55" E 7.06'
L10 N 80'46'29" E 126.00' L29 S 54'35'05" W 80.00'
L 1 1 N 73'40'34" E 50.40' L30 S 35'24'55" E 123.30'
L12 N 81'05'31" E 126.00' L31 S 72'15'47" W 245.63'
L13 S 30'47'50" E 199.55' L32 S 17'44'13" E 10.00'
L14 N 59'12'10" E 126.00' L33 S 72'15'47" W 146.35'
L15 N 35'01'32" E 54.81' L34 S 89'26'14" W 380.31'
L16 N 59'12'10" E 126.00' L35 S 00'33'46" E 586.78'
L17 S 30'47'50" E 103.79' L36 S 01'27'19" E 100.02
L18 S 14'49'21" W 279.81' L37 S 00'15'58" E 13.59'
L19 S 24'23'14" E 433.67' L38 S 89'44'15" W 2667.65'
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
CI 100.00' 28'35'22" 49.38' N 75'22'44" E 49.90'
C2 150.00' 28'35'22" 74.07' N 75'22'44" E 74.85'
C3 175.00' 54'24'19" 160.00' S 63'07'25" E 166.17'
C4 451.00' 25'42'53" 200.72' S 48'46'42" E 202.41'
C5 50.00' 81'26'38" 65.24' S 20'54'50" E 71.07'
C6 1301.00' 29'02'01" 652.23' S 05'17'29" W 659.26'
C7 999.00' 64'07'06" 1060.53' N 23'09'04" E 1117.96'
C8 50.00' 97'01'15" 74.91' S 76'16'46" E 84.67'
C9 1151.00' 3'01'42" 60.83' S 29'16'59" E 60.83'
C 10 851.00' 45'37'1 1" 659.82' S 07'59'14" E 677.58'
C11 274.00' 39'12'35" 183.87' S 04'46'56" E 187.51'
C12 50.00' 90'00'00" 70.71' S 69'23'14" E 78.54'
C13 1416.00' 10'59'41" 271.30' N 71'06'37" E 271.72'
C14 50.00' 18'37'46" 16.19' N 67'17'34" E 16.26'
C15 1280.00' 8'36'45" 192.23' N 83'38'05" E 192.41'
C16 1525.00' 4'25'26" 117.72' S 09'10'04" E 117.75'
C17 1074.00' 7'42'16" 144.31' S 87'33'49" E 144.42'
C18 35.00' 57'39'41" 33.76' S 23'42'00" W 35.22'
C 19 1651.00' 12'17'07" 353.33' S 01'00'43" W 354.01'
C20 1349.00' 16'18'15" 382.58' S 00'59'50" E 383.87'
C21 149.00' 24'52'13" 64.17' S 21'35'04" E 64.68'
C22 25.00' 38'28'57" 16.48' S 53'15'39" E 16.79'
C23 25.00' 95'28'09" 37.00' S 81'45'16" E 41.66'
C24 500.00' 1'08'32" 9.97' N 51'04'56" E 9.97'
C25 25.00' 87'04'06" 34.44' S 08'07'09" W 37.99'
C26 778.73' 14'44'02'. 199.70' S 64'53'46" W 200.25'
C27 149.00' 17'10'27" 44.50' S 80'51'01" W 44.66'
C28 235.00' 80'22'08" 303.27' S 39'37'18" W 329.63'
* NOT A SURVEY *
DRAWN BY: DATE: 950 Encore Way DRAWING N0.
G.N 5/15/2020 Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-131
SHEET # OF SHEET Phone: (239) 254-2000 PROJECT NO. ♦
2 3 HOLE MONTES Florida Certificate of 2020. a7p�
SEC-TWN-RGE: HYDE PARK CDD FILE NAME- (��
ENGINEERS PLANNERS SURVEYORS Authorization No.1772
16-48-28 DD 1ASketch- .•rS
H:\2017\2017001\C00 2020007\C00 IA -Sketch-FIX.drg 11/16/2020 8:04:21 AM Rolled by:GongNgo
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 16, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF OIL WELL RD (A 100' WIDE RIGHT OF WAY) WITH THE WEST LINE OF THE
SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY FLORIDA; THENCE RUN NO0'51'44'W FOR A DISTANCE OF 100.01 FEET TO
THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE RUN NO0'51'44"W FOR A DISTANCE OF 2557.67 FEET; THENCE RUN NO0'50'3014 FOR A DISTANCE OF 2277.80 FEET;
THENCE RUN N89'40'25"E FOR A DISTANCE OF 250.11 FEET; THENCE RUN SO0'19'35"E FOR A DISTANCE OF 12.23 FEET; THENCE RUN N89'40'25"E FOR A DISTANCE OF 33.71 FEET, TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 28'35'22"AND BEING SUBTENDED BY
A CHORD OF 49.38 FEET AT A BEARING OF N75'22'44"E, FOR AN ARC LENGTH OF 49.90 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS
OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 28'35'22"AND BEING SUBTENDED BY A CHORD OF 74.07 FEET AT A BEARING OF N75'22'44"E, FOR AN ARC LENGTH OF 74.85 FEET; THENCE
RUN N89'40'25"E FOR A DISTANCE OF 786.29 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 175.00 FEET,
THROUGH A CENTRAL ANGLE OF 54'24'19"AND BEING SUBTENDED BY A CHORD OF 160.00 FEET AT A BEARING OF S63'07'25"E, FOR AN ARC LENGTH OF 166.17 FEET; THENCE RUN S35'55'15"E
FOR A DISTANCE OF 261.28 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 451.00 FEET, THROUGH A CENTRAL
ANGLE OF 25'42'53" AND BEING SUBTENDED BY A CHORD OF 200.72 FEET AT A BEARING OF 548'46'42"E, FOR AN ARC LENGTH OF 202.41 FEET; THENCE RUN 561'38'08"E FOR A DISTANCE OF
118.72 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 81'26'38"AND
BEING SUBTENDED BY A CHORD OF 65.24 FEET AT A BEARING OF 520'54'50"E, FOR AN ARC LENGTH OF 71.07 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE
LEFT, HAVING A RADIUS OF 1301.00 FEET, THROUGH A CENTRAL ANGLE OF 29'02'01"AND BEING SUBTENDED BY A CHORD OF 652.23 FEET AT A BEARING OF 505'17'29"W, FOR AN ARC LENGTH
OF 659.26 FEET; THENCE RUN N80'46'29"E FOR A DISTANCE OF 126.00 FEET; THENCE RUN N73'40'34"E FOR A DISTANCE OF 50.40 FEET; THENCE RUN N81'05'31"E FOR A DISTANCE OF 126.00
FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 999.00 FEET, AT A BEARING OF N81'05'31"E THEREFROM,
THROUGH A CENTRAL ANGLE OF 64'07'06"AND BEING SUBTENDED BY A CHORD OF 1060.53 FEET AT A BEARING OF N23'09'04"E, FOR AN ARC LENGTH OF 1117.96 FEET, TO A POINT OF
COMPOUND CURVATURE; THENCE ALONG SAD CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 97'01'15"AND BEING SUBTENDED BY A CHORD OF 74.91
FEET AT A BEARING OF S76'16'46'E, FOR AN ARC LENGTH OF 84.67 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 1151.00 FEET,
THROUGH A CENTRAL ANGLE OF 03'01'42"AND BEING SUBTENDED BY A CHORD OF 60.83 FEET AT A BEARING OF 529'16'S9"E, FOR AN ARC LENGTH OF 60.83 FEET; THENCE RUN S30'47'50"E
FOR A DISTANCE OF 199.55 FEET; THENCE RUN N59'12'10"E FOR A DISTANCE OF 126.00 FEET; THENCE RUN N35'01.32"E FOR A DISTANCE OF 54.81 FEET; THENCE RUN N59'12'10"E FOR A
DISTANCE OF 126.00 FEET; THENCE RUN S30'47'S0"E FOR A DISTANCE OF 103.79 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING
A RADIUS OF 851.00 FEET, THROUGH A CENTRAL ANGLE OF 45'37'11'AND BEING SUBTENDED BY A CHORD OF 659.82 FEET AT A BEARING OF S0759'14"E, FOR AN ARC LENGTH OF 677.58
FEET; THENCE RUN 514'49'21"W FOR A DISTANCE OF 279.81 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 274.00
FEET, THROUGH A CENTRAL ANGLE OF 39'12'35" AND BEING SUBTENDED BY A CHORD OF 183.87 FEET AT A BEARING OF SO4'46'56"E, FOR AN ARC LENGTH OF 187.51 FEET; THENCE RUN
524'23'14"E FOR A DISTANCE OF 433.67 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, THROUGH A
CENTRAL ANGLE OF 90'00'00"MID BEING SUBTENDED BY A CHORD OF 70.71 FEET AT A BEARING OF 569'23'14"E, FOR AN ARC LENGTH OF 78.54 FEET; THENCE RUN N65'36'46'E FOR A
DISTANCE OF 63.14 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1416.00 FEET, THROUGH A CENTRAL ANGLE OF
10'59'41"AND BEING SUBTENDED BY A CHORD OF 271.30 FEET AT A BEARING OF N71'06'37"E, FOR AN ARC LENGTH OF 271.72 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 18'37'46"AND BEING SUBTENDED BY A CHORD OF 16.19 FEET AT A BEARING OF N67'17'34"E, FOR AN
ARC LENGTH OF 16.26 FEET; THENCE RUN S31'07'37"E FOR A DISTANCE OF 147.05 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT,
HAVING A RADIUS OF 1280.00 FEET, AT A BEARING OF 510'40'17"E THEREFROM, THROUGH A CENTRAL ANGLE OF 08'36'45" AND BEING SUBTENDED BY A CHORD OF 192.23 FEET AT A BEARING
OF N83'38'05"E, FOR AN ARC LENGTH OF 192.41 FEET; THENCE RUN SO0'26'52"E FOR A DISTANCE OF 89.29 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG
SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1525.00 FEET, AT A BEARING OF 578'37'13"W THEREFROM, THROUGH A CENTRAL ANGLE OF 04'25'26"AND BEING SUBTENDED BY A CHORD OF
117.72 FEET AT A BEARING OF 509'10'04"E, FOR AN ARC LENGTH OF 117.75 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF
1074.00 FEET, AT A BEARING OF SO1'24'56"E THEREFROM, THROUGH A CENTRAL ANGLE OF 07'42'16" AND BEING SUBTENDED BY A CHORD OF 144.31 FEET AT A BEARING OF S87'33'49"E, FOR
AN ARC LENGTH OF 144.42 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET, AT A BEARING OF S3728'10"E THEREFROM,
THROUGH A CENTRAL ANGLE OF 57'39'41"AND BEING SUBTENDED BY A CHORD OF 33.76 FEET AT A BEARING OF S23'42'001,1, FOR AN ARC LENGTH OF 35.22 FEET, TO A POINT OF REVERSE
CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1651.00 FEET, THROUGH A CENTRAL ANGLE OF 12'17'07"AND BEING SUBTENDED BY A CHORD OF 353.33 FEET AT
A BEARING OF SO1'00'4314, FOR AN ARC LENGTH OF 354.01 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 1349.00 FEET, THROUGH
A CENTRAL ANGLE OF 16'18'15" AND BEING SUBTENDED BY A CHORD OF 382.58 FEET AT A BEARING OF 500'59'50"E, FOR AN ARC LENGTH OF 383.87 FEET; THENCE RUN 509'08'58"E FOR A
DISTANCE OF 261.96 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 149.00 FEET, THROUGH A CENTRAL ANGLE OF
24'52'13" AND BEING SUBTENDED BY A CHORD OF 64.17 FEET AT A BEARING OF 521'35'04"E, FOR AN ARC LENGTH OF 64.68 FEET; THENCE RUN S34'01'11"E FOR A DISTANCE OF 180.12 FEET,
TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 38'28'57" AND BEING
SUBTENDED BY A CHORD OF 16.48 FEET AT A BEARING OF S53'15'39"E, FOR AN ARC LENGTH OF 16.79 FEET; THENCE RUN S55'58'49"W FOR A DISTANCE OF 131.43 FEET; THENCE RUN
S34'01'11"E FOR A DISTANCE OF 124.31 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, THROUGH A
CENTRAL ANGLE OF 95'28'09" AND BEING SUBTENDED BY A CHORD OF 37.00 FEET AT A BEARING OF 581'45'16"E, FOR AN ARC LENGTH OF 41.66 FEET, TO A POINT OF REVERSE CURVATURE;
THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 01'08'32" AND BEING SUBTENDED BY A CHORD OF 9.97 FEET AT A BEARING OF
N51'04'56"E, FOR AN ARC LENGTH OF 9.97 FEET; THENCE RUN S38'20'48"E FOR A DISTANCE OF 60.00 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, AT A BEARING OF 538'20'48"E THEREFROM, THROUGH A CENTRAL ANGLE OF 87'04'06" AND BEING SUBTENDED BY A CHORD OF 34.44
FEET AT A BEARING OF SO8'07'09"W, FOR AN ARC LENGTH OF 37.99 FEET; THENCE RUN S35'24'55"E FOR A DISTANCE OF 7.06 FEET; THENCE RUN S54'35'05"W FOR A DISTANCE OF 80.00 FEET;
THENCE RUN S35'24'55"E FOR A DISTANCE OF 123.30 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 778.73
FEET, AT A BEARING OF N32'28'15"W THEREFROM, THROUGH A CENTRAL ANGLE OF 14'44'02" AND BEING SUBTENDED BY A CHORD OF 199.70 FEET AT A BEARING OF S64'53'46"W, FOR AN ARC
LENGTH OF 200.25 FEET; THENCE RUN S72'15'47"W FOR A DISTANCE OF 245.63 FEET; THENCE RUN S17'44'13"E FOR A DISTANCE OF 10.00 FEET; THENCE RUN 572'15'47"W FOR A DISTANCE OF
146.35 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 149.00 FEET, THROUGH A CENTRAL ANGLE OF 17'10'27"
AND BEING SUBTENDED BY A CHORD OF 44.50 FEET AT A BEARING OF S80'S1'01"W, FOR AN ARC LENGTH OF 44.66 FEET; THENCE RUN S89'26'14"W FOR A DISTANCE OF 380.31 FEET; THENCE
RUN SOO'33'46"E FOR A DISTANCE OF 586.78 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 235.00 FEET,
THROUGH A CENTRAL ANGLE OF 80'22'08"AND BEING SUBTENDED BY A CHORD OF 303.27 FEET AT A BEARING OF S39'37'18"W, FOR AN ARC LENGTH OF 329.63 FEET; THENCE RUN SO0'15'58"E
FOR A DISTANCE OF 13.59 FEET; THENCE RUN N89'44'02"E FOR A DISTANCE OF 2392.06 FEET TO A POINT ON THE EAST LINE OF THE SOUTHEAST OUARTER OF SAID SECTION 16; THENCE RUN
S01'27'19'E, ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER FOR A DISTANCE OF 100.02 FEET; THENCE RUN S89'44'02'W FOR A DISTANCE OF 2670.49 FEET; THENCE RUN S89'44'15"W FOR
A DISTANCE OF 2667.65 FEET TO THE POINT OF BEGINNING. CONTAINING 368.9 ACRES, MORE OR LESS.
BEARINGS REFER TO WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 28 EAST, COLLIER COUNTY FLORIDA;, AS BEING
NOO'51'44"W.
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HOLE MONTES, INC. _
5628 t
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 •a o STATE OF
V/FLORIDA j,� ,o
DDigitally
gico y signed
by Thomas M Murphy,M ou re Montez Inc,rphy ....
6 p Veyaa"' ,````,,``
ou,email=tommurphyphmeng.com,c=US
BY Date:2020.11,16 111941-05'00' LS5628
THOMAS M. MURPHY STATE OF FLORIDA
* NOT A SURVEY *
DRAWN BY: DATE: 950 Encore Way
DRAWING NO.
G.N 5/15/2020 Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION PROJECT CT NO
SHEET N OF SHEET
3 3 Phone: (239) 254-2000 2020.0.
SEC-TWN-RGE: HOLE MONTES Florida Certificate of HYDE PARK CDD 1 FILE NAME
ENGINEERS PLANNERS SURVEYORS Authorization No.1772
16-48-28 DO 1A - Sketch w5
Exhibit " C "
Amended Metes and Bounds Legal
Description
ay.
Hr\2017\20f7001\COD 2020007\2021 KETCH MO IEC lS\COO-SI NEwd.g 4/25/202J I0:2E:21 AY Pbffed by,Tornllurphy
IN
11
0 100' 800'
limeiviimil
POINT OF BEGINNING NORTH LINE OF SKYSAIL- PHASE ONE, 1" = 800'
SKYSAIL- PHASE ONE, PB. 70, PGS. 40-58
PB. 70,,(GS. 40-58
L1 • L2
(BASIS OF BEARINGS) N89'35'06"E V.
-I �' 1719
PARCEL 'A' I n ^ Ou,
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PB. 70, PGS. 40-58 i \
NOTE: UNE TAGS ARE SEE SHEET 2 WHERE LINE TAGS ARE NOTUENTIAL SHOWN
DETAIL
EXHIBIT G *NOT A SURVEY*
DRAWN 8Y: DATE: 950 Encore Way DRAWING NO.
JNH 4/20/2023 ■IIII Naples. FL. 34110 SKETCH AND LEGAL DESRIPTION H-2289
SHEET i OF SHEET PROJECT 0.
Mil Phone: (239) 254-2000 20T NO.
007
1 SEC-TWN-BCE: FILE NAME
Hni F Mt IN F1 Authorization No.1772 COD-SL NEW. q 0
GP
H;\2017\2017001\COD 2020007\2023 SKEIN AND LEGVS\CDO SL NEWdnp 4/25/2025 10:28.25 AM POW by;Tomilurphy
N
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L40 I .5/I ( -)
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CO cn
POINT OF
5BEGINNING L36
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L59 I— L38
cn
00 POINT OF
SECTION DETAIL COMMENCEMENT
SE CORNER FD-1
1 " = 150' SKYSAIL - PHASE ONE
*NOT A SURVFY* LESS & EXCEPT
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
JNH 4/20/2023 elsNaples, FL. 34110 SKETCH AND LEGAL DESRIPTION H-2289
SHEET 2 OF SHEET Phone: (239) 254-2000 PROJECT NO.
Florida Certificate of 2020.007
SEC-IWN-RGE: 1.1' I:I I Authorization No.1772 HYDE PARK — CDD BOUNDARY TIES NAME O
16-48-28 COD- SL NEW.d pCS
420I7\2017001\C0o 2020007\2023 SNITCH AHo LOAM=-St NEWd y 4/23/202J I0:28:2J AM PaNed by: rom 4'rphr
CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH
Cl 40.00' 55'11'33" 37.06' N 68'44'21'E- 38.53'
C2 1151.00' 6'01'43" 121.05' S 86'40'57" E 121.10'
C3 40.00' 89'25'49" 56.29' S 44'58'54" E 62.43'
C4 401.00' 24'19'42" 168.99' S 15'13'04" E 170.27'
C5 1349.00' 3'34'20" 84.09' S 25'29'41" E 84.11'
C6 56.43' 50'41'07" 48.30' S 09'23'29" W 49.92'
C7 1280.00' 8'36'45" 192.23'_ N 83'38'05" E 192.41'
C8 1525.00' 4'25'26" 117.72' S 09'10'04" E 117.75'
C9 1074.00' 7'42'16" 144.31' S 87'33'49" E 144.42'
C10 35.00' 57'39'41" 33.76' S 23'42'00" W 35.22'
C11 1651.00' 12'17'07" 353.33' S 01'00'43" W 354.01'
C12 1349.00' 16'18'15" 382.58' S 00'59'50" E 383.87'
C13 149.00' 24'52'13" 64.17' S 21'35'04" E 64.68'
C14 25.00' 38'28'57" 16.48' S 53'15'39" E 16.79'
C15 25.00' 95'28'09" 37.00' S 81'45'16" E 41.66'
C16 500.00' 1'08'32" 9.97' N 51'04'56" E 9.97'
C17 25.00' 87'04'06" 34.44' S 08'07'09" W 37.99'
C18 133.00' 15'19'54" 35.48' S 43'04'51" E 35.59'
C19 167.00' 15'19'54" 44.55' S 43'04'51" E 44.69'
C20 667.00' 3'10'27" 36.95' S 33'49'41" E 36.95'
C21 167.00' 21'50'36" 63.28' S 21'19'09" E 63.67'
C22 25.00' 85'41'17" 34.00' S 29'58'12" W 37.39'
C23 640.00' 12'36'33" 140.56' S 06'34'10" E 140.85'
C24 25.00' ' 90'00'00" 35.36' S 45'15'53" E 39.27'
C25 25.00' 90'00'00" 35.36' S 44'44'07" W 39.27'
C26 25.00' 90'00'00" 35.36' N 45'15'53" W 39.27'
C27 25.00' 90'00'00" 35.36' N 44'44'07" E 39.27'
C28 559.99' 11'33'32" 112.78' N 06'02'39" W 112.97'
C29 25.00' 95'21'45" 36.97' N 59'30'17" W 41.61'
C30 103.00' 22'04'39" 39.44r N 26'36'18" W 39.69'
C31 25.00' 101'32'13" 38.7V' N 13'07 2299'�E 44.30'
C32 167.00' 6'21'39" 18.53' N 34'27'49" W 18.54'
C33 533.00' 4'07'55" 38.43' N 33'20'57" W 38.44'
C34 167.00' 15'19'54" 44.55' N 27'44'58" W 44.69'
C35 133.00' 15'19'54" 35.48' N 27'44'57" W 35.59'
C36 778.24' 14'44'36" 199.70' S 64'53'46" W 200.26'
C37 1101.00' 8'09'38" 156.68' S 76'20'36" W 156.81'
C38 1101.00' 16'48'10" 321.73' S 88'49 3r0" W - 322.88`f-
C39 2122.00' 4'23'58" 162.89' N 84'58'23" W 162.93'
C40 235.00' 90'17454" 333.20' S 44'35'11" W 370.36'
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE
L1 N 89'35'06" E 2640.22' L26 S 17'11'10" E 85.00' L51 S 7215'47" W 80.78'
L2 N 89'44'00" E 441.90' L27 N 72'48'50" E 15.58' L52 N 82'46'25" W 59.92'
L3 S 00'18'56" W 112.48' L28 S 17'04'23" E 25.16' L53 S 89'26'14" W 22.87'
L4 S 06'20'08" W 116.00' L29 S 17'11'10" E 25.00' L54 S 00'33'46" E 679.93'
L5 S 06'44'02" W 23.00' L30 S 72'48'50" W 79.90' L55 S 89'44'08" W 111.40'
L6 S 06'08'26" W 47.00' L31 S 00'15'53" E 171.26' L56 S 00'15'52" E 80.08'
L7 S 83'39'52" E 80.60' L32 N 89'44'07" E 10.00' L57 S 89'44'02" W 1642,49'
L8 S 00'16'00" E 144.12' L33 S 00'15'53" E 50.00' L58 N 00'15'53" W 30.00'
L9 S 83'39'52" E 59.21' L34 S 89'44'07" W 10.00' L59 S 89'44'02" W 2672.99'
L10 S 00'16'00" E 259.12' L35 S 00'15'53" E 215.83' L60 S 89'44'15" W 2665.15'
L11 S 01'39'36" E 55.99' L36 N 89'44'02" E 822.95' L61 N 00'51'44" W 2557.67'
L12 S 03'03'13" E 1026.03' L37 S 01'27'19" E 30.01' L62 N 00'50'30" W 2707.71'
L13 S 27'22'41" E 31.29' L38 S 89'44'02" W 903.58'
L14 S 31'07'37" E 147.05' L39 N 00'15'53" W 216.00'
L15 S 00'26'52" E 89.29' L40 S 89'44'07" W 8.00'
L16 S 09'08'58" E_ 261.96' L41 N 00'15'53" W 50.00'
L17 S 34'01 1' 1 E 180.12' L42 N 89'44'07" E 8.00'
L18 S 55'58'49" W 131.43' L43 N 00'15'53" W 171.26'
L19 S 34'01'11" E 124.31' L44 S 72'48'50" W 3.25'
L20 S 38'20'48" E 60.00' L45 N 15'01'28" W 10.03'
L21 S 35'24'55" E 7.06' L46 N 37'38'38" W 1.46'
L22 S 35'23'57" E 354.45' L47 N 37'38'38" W 56.98'
L23 S 50'44'48" E 61.74' L48 N 35'24'55" W 13.34'
L24 S 35'24'55" E 13.34' L49 N 20'05'01" W 61.74'
L25 N 72'47'30" E 78.82' L50 N 35'24'55" W 231.01'
*NOT A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
89
JNH 4/20/2023 - - Naples, FL. 34110 SKETCH AND LEGAL DESRIPTION PROJECT HO
SHEEP i OF SHEET a Phone: (239) 254-2000 020.007
Florida Certificate of
SEC-TWN-RGE: H L 0 Authorization No.1772 HYDE PARK - CDD BOUNDARY FIE NAME
16-48-28 .+,, CDD-St NEW.. y s0
G
N\2017\701700,\CDD 2020007‘2023 SKETCH A'0£EG/LS\CDD-Si NCW.dry 4/25/202d 10.2823 AM Pled by:TomYrrrphy
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN SECTION 16, TOWNSHIP 48 SOUTH, RANGE 28 EAST AND A PORTION OF
SKYSAIL-PHASE ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 70, PAGES 40-58 OF THE
PUBLIC RECORDS OF COLLIER COUNTY FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT TIIE NORTHWEST CORNER OF SKYSAIL-PHASE ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 70, PAGES 40-58 OF THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA; THENCE RUN N89'35'06"E
ALONG THE NORTH LINE OF SAID SKYSAIL-PHASE ONE, FOR A DISTANCE OF 2640.22 FEET; THENCE RUN N89'44'00"E
ALONG THE NORTH LINE OF SAID SKYSAIL-PHASE ONE FOR A DISTANCE OF 441.90 FEET; THENCE RUN SOO'18'56"W
FOR A DISTANCE OF 112.48 FEET; THENCE RUN S06'20'08"W FOR A DISTANCE OF 116.00 FEET; THENCE RUN
S06'44'02"W FOR A DISTANCE OF 23.00 FEET; THENCE RUN S06'08'26"W FOR A DISTANCE OF 47.00 FEET; THENCE
RUN S83'39'52"E FOR A DISTANCE OF 80.60 FEET; THENCE RUN S00'16'00"E FOR A DISTANCE OF 144.12 FEET, TO
THE BEGINNING OF A NON-TANGENTIAL. CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 40.00 FEET, THROUGH A
CENTRAL ANGLE OF 55'11'33" AND BEING SUBTENDED BY A CHORD OF 37.06 FELT Al A BLARING OF N68'44'21"L,
FOR AN ARC LENGTH OF 38.53 FEET; THENCE RUN S83'39'52"E FOR A DISTANCE OF 59.21 FEET, TO THE BEGINNING
OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 1151.00 FEET, THROUGH A CENTRAL ANGLE OF
06'01'43" AND BEING SUBTENDED BY A CHORD OF 121.05 FEET AT A BEARING OF S86'40'57"E, FOR AN ARC LENGTH
OF 121,10 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 40.00 FEET, THROUGH A
CENTRAL ANGLE OF 89'25'49" AND BEING SUBTENDED BY A CHORD OF 56.29 FEET AT A BEARING OF S44'58'54"E,
FOR AN ARC LENGTH OF 62.43 FEET; THENCE RUN SO0'16'00"E FOR A DISTANCE OF 259.12 FEET; THENCE RUN
SO1'39'36"E FOR A DISTANCE OF 55.99 FEET; THENCE RUN S03'03'13"E FOR A DISTANCE OF 1026.03 FEET, TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 401.00 FEET, THROUGH A CENTRAL
ANGLE OF 24'19'42" AND BEING SUBTENDED BY A CHORD OF 168.99 FEET AT A BEARING OF S 15'13'04"E, FOR AN
ARC LENGTH OF 170.27 FEET; THENCE RUN S27'22'41"E FOR A DISTANCE OF 31.29 FEET, TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 1349.00 FEET, THROUGH A CENTRAL ANGLE OF
03'34'20" AND BEING SUBTENDED BY A CHORD OF 84.09 FEET AT A BEARING OF S25'29'41"E, FOR AN ARC LENGTH
OF 84.11 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 56.43 FEET, THROUGH A
CENTRAL ANGLE OF 50'41'07" AND BEING SUBTENDED BY A CHORD OF 48.30 FEET AT A BEARING OF S09'23'29"W,
FOR AN ARC LENGTH OF 49.92 FEET; THENCE RUN S31'07'37"E FOR A DISTANCE OF 147.05 FEET, TO THE BEGINNING
OF A ON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 1280.00 FEET, THROUGH A CENTRAL
ANGLE OF 08'36'45" AND BEING SUBTENDED BY A CHORD OF 192.23 FEET AT A BEARING OF N83'38'051, FOR AN
ARC LENGTH OF 192.41 FEET; THENCE RUN SO0'26'52"E FOR A DISTANCE OF 89.29 FEET, TO THE BEGINNING OF A
NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 1525.00 FEET, THROUGH A CENTRAL ANGLE OF
04'25'26" AND BEING SUBTENDED BY A CHORD OF 117.72 FEET AT A BEARING OF SO9'10'04"E, FOR AN ARC LENGTH
OF 117.75 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 1074.00 FEET, THROUGH
A CENTRAL ANGLE OF 07'42'16" AND BEING SUBTENDED BY A CHORD OF 144.31 I LLT AT A BEARING OF S87'33'49"E,
FOR AN ARC LENGTH OF 144.42 FEET, TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 35.00
FEET, THROUGH A CENTRAL ANGLE OF 57'39'41" AND BEING SUBTENDED BY A CHORD OF 33.76 FEET AT A BEARING
OF S23'42'00"W, FOR AN ARC LENGTH OF 35.22 FEET, TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A
RADIUS OF 1651.00 FEET, THROUGH A CENTRAL ANGLE OF 12'17'07" AND BEING SUBTENDED BY A CHORD OF 353.33
FEET AT A BEARING OF SO1'00'43"W, FOR AN ARC LENGTH OF 354.01 FEET, TO A POINT OF REVERSE CURVATURE TO
THE LEFT; HAVING A RADIUS OF 1349.00 FEET, THROUGH A CENTRAL ANGLE OF 16'18'15" AND BEING SUBTENDED BY
A CHORD OF 382.58 FEET AT A BEARING OF SO0'59'50"E, FOR AN ARC LENGTH OF 383.87 FEET; THENCE RUN
S09'08'58"E FOR A DISTANCE OF 261.96 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT;
HAVING A RADIUS OF 149.00 FEET, THROUGH A CENTRAL ANGLE OF 24'52'13" AND BEING SUBTENDED BY A CHORD OF
64.17 FEET AT A BEARING OF S21'35'04"E, FOR AN ARC LENGTH OF 64.68 FEET; THENCE RUN S34'01'11"E FOR A
DISTANCE OF 180.12 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF
*NOT A SURVEY*
DRAWN BY; DATE: 950 Encore Way DRAWING NO.
JNH 4/20/2023 Naples, FL. 34110 SKETCH AND LEGAL DESRIPTION H-2289
SHEET OF SHEET PROJECT N0.
4 Phone: (239) 254-2000 2020.007
Florida Certificate of
sec-TWN-RGE, HYDE PARK - CDD BOUNDARY FILE NAME
16-48-28 li Authorization No.1772 CDD-SL NEW.d p �O
IkA2017\2017001\000 2020007\2023 SAZTOH N V ILG LS\000-SL Nolen 4/25/2023 IO2&2J AM MAW by:romwAhr
LEGAL CONTINUED:
25.00 FEET, THROUGH A CENTRAL ANGLE OF 38'28'57" AND BEING SUBTENDED BY A CHORD OF 16.48 FEET AT A
BEARING OF S53'15'39"E, FOR AN ARC LENGTH OF 16.79 FEET; THENCE RUN S55'58'49"W FOR A DISTANCE OF 131.43
FEET; THENCE RUN S34'01'11"E FOR A DISTANCE OF 124.31 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR
CURVE TO THE LEFT; HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 95'28'09" AND BEING
SUBTENDED BY A CHORD OF 37.00 FEET AT A BEARING OF S81'45'16"E, FOR AN ARC LENGTH OF 41.66 FEET, TO A
POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF
01'08'32" AND BEING SUBTENDED BY A CHORD OF 9.97 FEET AT A BEARING OF N51'04'56"E, FOR AN ARC LENGTH OF
9.97 FEET; THENCE RUN S38'20'48"E FOR A DISTANCE OF 60.00 FEET, TO THE BEGINNING OF A NON-TANGENTIAL
CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 87'04'06" AND
BEING SUBTENDED BY A CHORD OF 34.44 FEET AT A BEARING OF S08'07'09"W, FOR AN ARC LENGTH OF 37.99 FEET;
THENCE RUN S35'24'55"E FOR A DISTANCE OF 7.06 FEET; THENCE RUN S35'23'57"E FOR A DISTANCE OF 354.45
FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 133.00 FEET,
THROUGH A CENTRAL ANGLE OF 15'19'54" AND BEING SUBTENDED BY A CHORD OF 35.48 FEET AT A BEARING OF
S43'04'51"E, FOR AN ARC LENGTH OF 35.59 FEET; THENCE RUN S50'44'48"E FOR A DISTANCE OF 61.74 FEET, TO
THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 167.00 FEET, THROUGH A
CENTRAL ANGLE OF 15'19'54" AND BEING SUBTENDED BY A CHORD OF 44.55 FEET AT A BEARING OF S43'04'51"E,
FOR AN ARC LENGTH OF 44.69 FEET; THENCE RUN S35'24'55"E FOR A DISTANCE OF 13.34 FEET, TO THE BEGINNING
OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 667.00 FEET, THROUGH A CENTRAL ANGLE OF
03'10'27" AND BEING SUBTENDED BY A CHORD OF 36.95 FEET AT A BEARING OF S33'49'41"E, FOR AN ARC LENGTH
OF 36.95 FEET, TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 167.00 FEET, THROUGH
A CENTRAL ANGLE OF 21'50'36" AND BEING SUBTENDED BY A CHORD OF 63.28 FEET AT A BEARING OF S21'19'09"E,
FOR AN ARC LENGTH OF 63.67 FEET; THENCE RUN N72'47'30"E FOR A DISTANCE OF 78.82 FEET; THENCE RUN
S17'11'10"E FOR A DISTANCE OF 85.00 FEET; THENCE RUN N72'48'50"E FOR A DISTANCE OF 15.58 FEET; THENCE
RUN S17'04'23"E FOR A DISTANCE OF 25.16 FEET; THENCE RUN S17'11'10"E FOR A DISTANCE OF 25.00 FEET;
THENCE RUN S72'48'50"W FOR A DISTANCE OF 79.90 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO
THE LEFT; HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 85'41'17" AND BEING SUBTENDED BY A
CHORD OF 34.00 FEET AT A BEARING OF S29'58'12"W, FOR AN ARC LENGTH OF 37.39 FEET, TO A POINT OF REVERSE
CURVATURE TO THE RIGHT; HAVING A RADIUS OF 640.00 FEET, THROUGH A CENTRAL ANGLE OF 12'36'33" AND BEING
SUBTENDED BY A CHORD OF 140.56 FEET AT A BEARING OF S06'34'10"E, FOR AN ARC LENGTH OF 140.85 FEET;
THENCE RUN S00'15'53"E FOR A DISTANCE OF 171.26 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO
THE LEFT; HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90'00'00" AND BEING SUBTENDED BY A
CHORD OF 35.36 FEET AT A BEARING OF S45'15'531, FOR AN ARC LENGTH OF 39.27 FEET; THENCE RUN
N89'44'07"E FOR A DISTANCE OF 10.00 FEET; THENCE RUN SO0'15'531 FOR A DISTANCE OF 50.00 FEET; THENCE
RUN S89'44'07"W FOR A DISTANCE OF 10.00 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE
LEFT; HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90'00'00" AND BEING SUBTENDED BY A
CHORD OF 35.36 FEET AT A BEARING OF S44'44'07"W, FOR AN ARC LENGTH OF 39.27 FEET; THENCE RUN
SO0'15'53"E FOR A DISTANCE OF 215.83 FEET; THENCE RUN N89'44'02"E FOR A DISTANCE OF 822.95 FEET; THENCE
RUN S01'27'19"E FOR A DISTANCE OF 30.01 FEET, TO A POINT ON THE NORTH LINE OF TRACT FR-1 OF SAID SKYSAIL
-PHASE ONE; THENCE RUN S89'44'02"W ALONG THE NORTH LINE OF SAID TRACT FR-1, FOR A DISTANCE OF 2672.99
FEET; THENCE RUN S89'44'15"W ALONG THE NORTH LINE OF SAID TRACT FR-1, FOR A DISTANCE OF 2665.15 FEET;
THENCE RUN N00'51'44"W ALONG THE WEST LINE OF SAID SKYSAIL-PHASE ONE, FOR A DISTANCE OF 2557.67 FEET;
THENCE RUN NO0'50'30"W ALONG SAID WEST LINE OF SAID SKYSAIL-PHASE ONE, FOR A DISTANCE OF 2707.71 FEET,
TO THE POINT OF BEGINNING.
CONTAINING 461.62 ACRES, MORE OR LESS.
*NOT A SURVEY*
OWN
H en EME:4/20/2023 � N p5es E FL.r341r 0 SKETCH AND LEGAL DESRIPTION DRAM NM
2289
SHEET/ OF SHEET PROJECT NO.
S • Phone: (239) 254-2000 2020.007
SEC-MN-ME: Florida Certificate of HYDE PARK - CDD BOUNDARY FIE NAME
10-48-28 Hot.Flivo Authorization No.1772 COD-Sl tel. q PO
G
11:\2017\2017001\C00 2020007\202J SKETCH AND LICALS\CDD 51 NEW.dry 4/25/202J 10.2A7J Au Plotted by. TomMurphy
LESS AND EXCEPT:
COMMENCE AT THE SOUTHEAST CORNER OF TRACT FD-1, SKYSAIL-PHASE ONE, ACCORDING 10 THE PLAT IHEREOF AS
RECORDED IN PLAT BOOK 70, PAGES 40-58 OF THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA, THENCE RUN
S89'44'02"W FOR A DISTANCE OF 903.58 FEET; THENCE RUN N00'15'53"W FOR A DISTANCE OF 30.00 FEET TO THE
POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED, THENCE RUN N00'15'53"W FOR A DISTANCE OF
216.00 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 25.00 FEET,
THROUGH A CENTRAL ANGLE OF 90'00'00" AND BEING SUBTENDED BY A CHORD OF 35.36 FEET AT A BEARING OF
N45'15'53"W, FOR AN ARC LENGTH OF 39.27 FEET; THENCE RUN S89'44'07"W FOR A DISTANCE OF 8.00 FEET; THENCE
RUN N00'15'53"W FOR A DISTANCE OF 50.00 FEET; THENCE RUN N89'44'07"E FOR A DISTANCE OF 8.00 FEET, TO THE
BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL.
ANGLE OF 90'00'00" AND BEING SUBTENDED BY A CHORD OF 35.36 FEET AT A BEARING OF N44'44'07"E, FOR AN ARC
LENGTH OF 39.27 FEET; THENCE RUN N00'15'53"W FOR A DISTANCE OF 171.26 FEET, TO THE BEGINNING OF A
TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 559.99 FEET, THROUGH A CENTRAL ANGLE OF
11'33'32" AND BEING SUBTENDED BY A CHORD OF 112.78 FEET AT A BEARING OF N06'02'39"W, FOR AN ARC LENGTH
OF 112.97 FEET, TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 25.00 FEET, THROUGH A
CENTRAL ANGLE OF 95'21'45" AND BEING SUBTENDED BY A CHORD OF 36.97 FEET AT A BEARING OF N59'30'17"W,
FOR AN ARC LENGTH OF 41.61 FEET; THENCE RUN S72'48'SO"W FOR A DISTANCE OF 3.25 FEFI; THENCE. RUN
N15'01'28"W FOR A DISTANCE OF 10.03 FEET, TO THE BEGINNING OF A NON TANGENTIAL CIRCULAR CURVE TO THE
LEFT; HAVING A RADIUS OF 103.00 FEET, THROUGH A CENTRAL ANGLE OF 22'04'39" AND BEING SUBTENDED BY A
CHORD OF 39.44 FEET AT A BEARING OF N26'36'18"W, FOR AN ARC LENGTH OF 39.69 FEET; THENCE RUN
N37'38'38"W FOR A DISTANCE OF 1.46 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE
LEFT; HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 101'32'13" AND BEING SUBTENDED BY A
CHORD OF 38.73 FEET AT A BEARING OF N13'07'29"E, FOR AN ARC LENGTH OF 44.30 FEET; THENCE RUN
N37'38'38"W FOR A DISTANCE OF 56.98 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT;
HAVING A RADIUS OF 167.00 FEET, THROUGH A CENTRAL ANGLE OF 06'21'39" AND BEING SUBTENDED BY A CHORD OF
18.53 FEET AT A BEARING OF N34'27'49"W, FOR AN ARC LENGTH OF 18.54 FEET, TO A POINT OF REVERSE
CURVATURE TO THE LEFT; HAVING A RADIUS OF 533.00 FEET, THROUGH A CENTRAL ANGLE OF 04'07'55" AND BEING
SUBTENDED BY A CHORD OF 38.43 FEET AT A BEARING OF N33'20'57"W, FOR AN ARC LENGTH OF 38.44 FEET;
THENCE RUN N35'24'55"W FOR A DISTANCE OF 13.34 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO
THE RIGHT; HAVING A RADIUS OF 167.00 FEET, THROUGH A CENTRAL ANGLE OF 15'19'54" AND BEING SUBTENDED BY
A CHORD OF 44.55 FEET AT A BEARING OF N2T44'58"W, FOR AN ARC LENGTH OF 44.69 FEET; THENCE RUN
N20'05'01"W FOR A DISTANCE OF 61.74 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT;
HAVING A RADIUS OF 133.00 FEET, THROUGH A CENTRAL ANGLE OF 15'19'54" AND BEING SUBTENDED BY A CHORD OF
35.48 FEET AT A BEARING OF N27'44'57"W, FOR AN ARC LENGTH OF 35.59 FEET; THENCE RUN N35'24'S5"W FOR A
DISTANCE OF 231.01 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A
RADIUS OF 778.24 FEET, THROUGH A CENTRAL ANGLE OF 14'44'36" AND BEING SUBTENDED BY A CHORD OF 199.70
FEET AT A BEARING OF S64'53'46"W, FOR AN ARC LENGTH OF 200.26 FEET; THENCE RUN S72'15'47"W FOR A
DISTANCE OF 80.78 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF
1101.00 FEET, THROUGH A CENTRAL ANGLE OF 08'09'38" AND BEING SUBTENDED BY A CHORD OF 156.68 FEET AT A
BEARING OF S76'20'36"W, FOR AN ARC LENGTH OF 156.81 FEET, TO A POINT OF COMPOUND CURVATURE TO THE
RIGHT; HAVING A RADIUS OF 1101.00 FEET, THROUGH A CENTRAL ANGLE OF 16'48'10" AND BEING SUBTENDED BY A
CHORD OF 321.73 FEET AT A BEARING OF S88'49'30"W, FOR AN ARC LENGTH OF 322.88 FEET; THENCE RUN
N82'46'25"W FOR A DISTANCE OF 59.92 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT;
HAVING A RADIUS OF 2122.00 FEET, THROUGH A CENTRAL ANGLE OF 04'23'58" AND BEING SUBTENDED BY A CHORD
OF 162.89 FEET AT A BEARING OF N84'58'23"W, FOR AN ARC LENGTH OF 162.93 FEET; THENCE RUN S89'26'14"W
FOR A DISTANCE OF 22.87 FEET; THENCE RUN S00'33'46"E FOR A DISTANCE OF 679.93 FEET, 10 THE BEGINNING OF
*NOT A SURVEY*
DRAWING NO.
DRAWN BY: DATE: 950 Encore Way H-2289
JNH 4/20/2023 Naples, FL. 34110 SKETCH AND LEGAL DESRIPTION
SHEET OF SHEET PROJECT N0.
Phone: (239) 254-2000 2020.007
6 SEC-TWN-RGE.:7 MAI Auth Floridoriazati CertlticatonNo.1e772 at HYDE PARK - COD BOUNDARY FM NAME
NEW.d q NAM PO
I6-48-28
G
N\20I7\2017001\C00 2020007\2023 SKETCH AND IEGAIS\CDD-SL NEWd y 4/23/2023 10.28:23 AU Pbfl.d by ramuurphy
LESS&EXCEPT CONTINUED:
A TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 235.00 FEET, THROUGH A CENTRAL ANGLE OF
90'17'54" AND BEING SUBTENDED BY A CHORD OF 333.20 FEET AT A BEARING OF S44'35'11"W, FOR AN ARC LENGTH
OF 370.36 FEET; THENCE RUN S89'44'08"W FOR A DISTANCE OF 111.40 FEET; THENCE RUN S00'15'52"E FOR A
DISTANCE OF 80.08; THENCE RUN S89'44'02"W FOR A DISTANCE OF 1642.49 FEET TO THE POINT OF BEGINNING.
CONTAINING 29.96 ACRES, MORE OR LESS.
NET AREA 431.96 ACRES, MORE OR I E SS.
BEARINGS REFER TO THE NORTH LINE OF SKYSAIL—PHASE ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 70, PAGES 40-58 OF THE PUBLIC RECORDS OF COLLIER COUNTY FLORIDA, AS BEING N89'35'06"E.
HOLE MONIES, INC.
CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 ,,, PS M. M ,,,,,
Digitally signed by E �sza _
�„„„,,. At .,,,,/,. Tom Murphy v STATE OF q
- ! Date: 2023.04.25 = J EI.ORIDA .,
BY 11:12:45 04'00' ''o •••.... .
LS5628 °, o�Surve 0.. ���,,`,,``
THOMAS M. MURPHY STATE OF FLORIDA ''''v,,iigiii,y,,,tv.``��
*NOI A SURVEY*
DRAWN BY: DATE: 950 Encore Way DRAWING NO.
SHEET
JI OF NH SHHEET2023 i� Naples, FL. 34110 SKETCH AND LEGAL DESRIPTION H-2289
7 7 Phone: (239) 254-2000 PROJEC1 NO.
Florida 254-2 of 2020.007
SEC-TWN-RGE: L r (� r HYDE PARK — CDD BOUNDARY FILE NAME
16-48-28 a.- Authorization No.1772 CDO-SL HEW.d ye0
it
t
Ott
AO
FLORIDA DEPARTMENT Of STATE
RON DESANTIS CORD BYRD
Governor Secretary of State
February 16, 2024
Crystal K. Kinzel, Clerk of Court
Office of the Clerk of the Circuit Court
& Comptroller of Collier County
3329 Tamiami Trail E, Suite #401
Naples, FL 34112
Dear Ms. Kinzel,
Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your
electronic copy of corrected Collier County Ordinance No. 2024-004, which was filed in this office on
February 16, 2024.
Sincerely,
Matthew Hargreaves
Administrative Code and Register Director
MJH/wlh
R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250
Telephone: (850) 245-6270