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Ordinance 2025-58 ORDINANCE NO. 2025 - 58 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, AND AS AMENDED BY ORDINANCE NO. 2024-004, THE HYDE PARK COMMUNITY DEVELOPMENT DISTRICT 1, BY MODIFYING THE EXTERNAL BOUNDARIES OF THE DISTRICT THROUGH EXPANSION OF 115.14± ACRES FROM 431.96± ACRES TO 547.10± ACRES; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING AN EFFECTIVE DATE. [PL20250004116] 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, 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,on February 13,2024,the Board adopted Ordinance No. 2024-004 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; 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 115.14± acres from 431.96± acres to 547.10+acres (PL20250004116, 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 noticed 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: [25-CMP-01241/1978293/1] Page 1 of 4 1. The statements contained within the CDD Amendment Petition have been found to be true and correct. 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 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 NOS. 2021-11, 2021-44 AND 2024- 004,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 of the District. [25-CMP-01241/1978293/1] Page 2 of 4 SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT. The external boundaries of the District encompasses 547.10±acres of land as described in Exhibit"C". 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 filing with the Florida Department of State. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida,this 1 d{r day of AhjefilbeAt. , 2025. ATTEST: , •`" BOARD OF COUNTY COMMISSIONERS CRYSTK. K INZLCLERK COLLIER COUNTY, FLORIDA A B . / �. � •�:.;. B Y _ 1/ y. ,.Deputy Clerk urt L. Saunders, Chairman Attest a Chairma[,� , signs ajibbiry�� [25-CMP-01241/1978293/1] Page 3 of 4 Approved as to form and legality: Courtney L. DaSilva Assistant County Attorney IDl i3 Attachments: Exhibit"A"—Map of Expansion Land Exhibit"B"—Original Legal Description Exhibit"C"—Amended Legal Description This ordinance filed wit% Wtary of St te's ffice the day of and acknowledgement f that fill rece' ed t is day of By crbra [25-CMP-01241/1978293/1] Page 4 of 4 Exhibit "A" Map of Expansion Land / I FUTURE I DEVELOPMENT AND I CDD 1 - D-) co POTENTIAL BOUNDARY I •iiiiii....Y.iiiiiif..ii..f FUTURE CDD 111,.....000.000400041.00.410001 4...001.111111.41041.0...00011.011101 W PHASE 6 000000.04.1.0.10..0.0000041001 Y LAKE •,<tei:w.,i.,ii..aa.....ii, 7 J -11I•mi�•�.�._ I .a.ii4 •11100/••j,•••jo�a,.. 04,04 LAKE ►OwlIOW"•••••1►•A• aim.'1►�� ,..1,044,4000004 ...... E ...................._,,,......_...„..... , g - CDD .1Q., ..t.,_:.„ . :.... • 2: g _ ........ ..... //J 0- HASE 61 • s. olio 1 gAIIII0 gall 0111 a s Aso viol s'l 00 or loll isi IN so mos i •• 1�� N ... 1::••1 all..1'�•�:••::'1•: N 41.1 q........, LAKE �••o110i•01.1 iip 1•1►••• LAKE a...........,....., • • • g3 ,00.000000.0010.1410. 04 1010114001.00•.••• • • 0A LAKE 2iIi1';:1;.es.,.1.1.1.;W; .;,_,,I., ,..PHASE 5 9 s,;W,l... .i:ilik PHASE 4 CO SERVA N I �i>•�ii;O�� ri ` x T OIL WELL ROAD ' FUTURE PHASE 5 Z FUTURE 100' R.O.W. (EXISTING 100' R.O.W.) COMMERCIAL AND o_ MULTI-FAMILY w _(NOT A PART OF CDD 1) FUTURE CIVIC AREA � DEVELOPMENT o (NOT A PART OF CDD 1) (NOT A PART OF o gii y CDD 1) LEGEND 0 800 U min — % LAKES SCALE IN FEET 0 0 Fl meg EXPANSION AREAS N FUTURE DEVELOPMENT AND POTENTIAL FUTURE CDD N 11 FUTURE DEVELOPMENT (NOT PART OF CDD 1) 1.1 i CHECKED BY: PROJECT No. z 950 Encore Way W.T.C. 2020.007 �I Naples,FL.34110 HYDE PARK CDD a DRAWN BY: CAD FILE NAME: Q Phone.(239)254-2000 • HOLE MONTES Florida Certificate of MAP OF EXPANSION LAND C.B.P. SEE PLOTSTAMP DATE : EXHIBIT— ITEM 6 ENaNE RS•PIANNERS•SURVEYORS Authorization No.1772 5/2025 EXHIBIT D Exhibit "B" Existing Metes and Bounds Legal Description Exhibit"E" 0 400' 800' N POINT OF BEGINNING NORTH UNE OF SKYSAIL— PHASE ONE, 1" = aoo' SKYSAIL— PHASE ONE, PB. 70, PGS. 40-58 PB. 70, GS. 40-58 L1 • L2 (BASIS OF BEARINGS) N89'35'06"E d. in—1 _.1 L7L9 PARCEL 'A' i 0 ki C,1 C2 r- ovEBAU coo BOUNDARY O r 30'LB.E UNE r r a N / N X- 0� 0 M ORIGINAL CDD <X' C77 C9 C m `— . V OVERALL CDD BOUNDARY c A N 9 r I m SKYSAIL— PHASE ONE, RA r, PB. 70, PGS. 40-58 0 i (j m CI— c DC jv c L53 5.\ \-'Q- '`'o C39 C38 C5' `0 ul PARCEL 'B' O r r L55 LESS & EXCEPT W j 30.0' LB.Ei U1 GDc�L.0. L57cn L36 ' r L60 NORTH LINE OF TRACT FR-1, L59ONE Co PB. 70, PGS. 40-58 ` NOTE UNE TAGS ARE SEE SHEET 2 WHERE LINE TAGS ARE NOOTUENTIAL SHOWN DETAIL HYDE PARK *NOT A SURVEY* Bovvrnan Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 CDD BOUNDARY 6200 Whiskey Creek Drive, SKETCH AND LEGAL DESCRIPTION Fort Myers,FL 33919 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2020.007 !DRAWING t H-2289 DATE:Sep. 2, 2.02.5_ Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:CDD - SL NEW 2025 ISEC-TWN-RGE 16-48-26 SHEET: 1 OF 7 Q:\FL—NAPL—HM\HMDATA—SV2\2017\2017001\CDD 2020007\2023 SKETCH AND LECALS\CDD — SL NEW 2025.dwg 9/2/2025 10:07:02 AM Plotted by. icarm N t' G-° <so c�7,c5 n,(..T" cA -Z5 N 37 Ul CJ. * \:2--I ‘ ) 00 r K, 0 �� 30 C� C29 c) L ' C, N \_44 I- n CA W Cm A L42 L32 1 r- cS CA�') CA o L40 L34 G�<0 POINT OF r COMMENCEMENT CA CA SE CORNER FD-1 CJ1 SKYSAIL - PHASE ONE POINT OF LESS & EXCEPT L57 BEGINNING L36 L59 0j SECTION DETAIL L38 00 1" = 150' HYDE PARK *NOT A SURVEY* OVVfl1fl Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 CDD BOUNDARY 6200 Whiskey Creek Drive, SKETCH AND LEGAL DESCRIPTION Fort Myers,FL 33919 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2020.007 IDRAWING /: H-2289 DATE:Sep. 2, 2025 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD F1LE:CDD - SL NEW 2025 (SEC-IWN-RGE 16-48-26 SHEET: 2 OF 7 Q:\FL—NAPL—HM\HMDATA—SV2\2017\2017001\CDD 2020007\2023 SKETCH AND LEGALS\CDD — SL NEW 2025.dwg 9/2/2025 10:07:02 AM Plotted by. jiarm 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" 39.44' N 26'36'18" W 39.69' C31 25.00' 101'32'13" 38.73' N 13'07'29" 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 88'49'30" W 322.88' C39 2122.00' 4'23'58" 162.89' N 84'58'23" W 162.93' C40 235.00' 90'17'54" 333.20' S 44'35'1 1" W 370.36' LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE L1 N 89'35'06" E 2640.22' L22 S 35'23'57" E 354.45' L43 N 00'15'53" W 171.26' L2 N 89'44'00" E 441.90' L23 S 50'44'48" E 61.74' L44 S 72'48'50" W 3.25' L3 S 00'18'56" W 112.48' L24 S 35'24'55" E 13.34' L45 N 15'01'28" W 10.03' L4 S 06'20'08" W 116.00' L25 N 72'47'30" E 78.82' L46 N 37'38'38" W 1.46' L5 S 06'44'02" W 23.00' L26 S 17'11'10" E 85.00' L47 N 37'38'38" W 56.98' L6 S 06'08'26" W 47.00' L27 N 72'48'50" E 15.58' L48 N 35'24'55" W 13.34' L7 S 83'39'52" E 80.60' L28 S 17'04'23" E 25.16' L49 N 20'05'01" W 61.74' L8 S 00'16'00" E 144.12' L29 S 17-11'10" E 25.00' L50 N 35'24'55" W 231.01' L9 S 83'39'52" E 59.21' L30 S 72'48'50" W 79.90' L51 S 72'15'47" W 80.78' L10 S 00'16'00" E 259.12' L31 S 00'15'53" E 171.26' L52 N 82'46'25" W 59.92' L11 S 01'39'36" E 55.99' L32 N 89'44'07" E 10.00' L53 S 89'26'14" W 22.87' L12 S 03'03'13" E 1026.03' L33 S 00'15'53" E 50.00' L54 S 00'33'46" E 679.93' L13 S 27'22'41" E 31.29' L34 S 89'44'07" W 10.00' L55 S 89'44'08" W 111.40' L14 S 31'07'37" E 147.05' L35 S 00'15'53" E 215.83' L56 S 00'15'52" E 80.08' L15 S 00'26'52" E 89.29' L36 N 89'44'02" E 822.95' L57 N 89'44'02" E 1642.49' L16 S 09'08'58" E 261.96' L37 S 01'27'19" E 30.01' L58 N 00'15'53" W 30.00' L17 S 34'01'11" E 180.12' L38 S 89'44'02" W 903.58' L59 S 89'44'02" W 2672.99' L18 S 55'58'49" W 131.43' L39 N 00'15'53" W 216.00' L60 S 89'44'15" W 2665.15' L19 S 34'01'11" E 124.31' L40 S 89'44'07" W 8.00' L61 N 00'51'44" W 2557.67' L20 S 38'20'48" E 60.00' L41 N 00'15'53" W 50.00' L62 N 00'50'30" W 2707.71' L21 S 35'24'55" E 7.06' L42 N 89'44'07" E 8.00' HYDE PARK *NOT A SURVEY* ovvr'nan Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 CDD BOUNDARY 6200 Whiskey Creek Drive, SKETCH AND LEGAL DESCRIPTION Fort Myers,FL 33919 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2020.007 'DRAWING t H-2289 DATE:Sep. 2, 2025 Professional Surveyors and Mappers,Certificate NO.LB 8030 CADD FILE:CDD - SL NEW 2025 ISEC-1WN-RGE 16-48-26 SHEET: 3 OF 7 Q:\FL-NAPL-HM\HMDATA-SV2\2017\2017001\CDD 2020007\2023 SKETCH AND LEGALS\CDD - SL NEW 2025.dwg 9/2/2025 10:07::02 AM Plotted by. jhorm 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 THE 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 S00'18'56"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 FEET AT A BEARING OF N68'44'21"E, 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 S00'16'00"E FOR A DISTANCE OF 259.12 FEET; THENCE RUN S01'39'36"E FOR A DISTANCE OF 55.99 FEET; THENCE RUN SO3'03'13"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 S15'13'04"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 THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE 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 NON-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 N83'38'05"E, FOR AN ARC LENGTH OF 192.41 FEET; THENCE RUN S00'26'52"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 S09'10'04"E, FOR AN ARC LENGTH OF 117.75 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE 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 FEET AT A BEARING OF S87'33'49"E, FOR AN ARC LENGTH OF 144.42 FEET, TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE 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 S01°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 S00'59'50"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, HYDE PARK *NOT A SURVEY* Bovvrna n Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 CDD BOUNDARY 6200 Whiskey Creek Drive, SKETCH AND LEGAL DESCRIPTION Fort Myers,FL 33919 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2020.007 'DRAWING #: H-2289 DATE:Sep. 2, 2025 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:CDD - SL NEW 2025 ISEC-TWN-RGE 16-48-26 SHEET: 4 OF 7 t7:\FL-NAPL-HM\HMDATA-SV2\2017\2017001\CDD 2020007\2023 SKETCH AND LEGALS\CDD - SL NEW 2025.dwg 9/2/2025 10:07::02 AM Plotted by. Farm LEGAL CONTINUED: 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 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 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 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 517'11'10"E FOR A DISTANCE OF 25.00 FEET; THENCE RUN S7248'S0"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 SO0'15'53"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 S45'15'53"E, FOR AN ARC LENGTH OF 39.27 FEET; THENCE RUN N89'44'07"E FOR A DISTANCE OF 10.00 FEET; THENCE RUN SO0'15'53"E 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 SOO'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 SO1'27'19"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 NOO'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. HYDE PARK *NOT A SURVEY* Bowman Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 CDD BOUNDARY 6200 Whiskey Creek Drive, SKETCH AND LEGAL DESCRIPTION Fort Myers,FL 33919 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2020.007 'DRAWING #: H-2289 DATE:Sep. 2, 2025 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:CDD - SL NEW 2025 ISEC-TWN-RGE 16-48-26 SHEET: 5 OF 7 Q:\FL-NAPL-HM\HMDATA-SV2\2017\2017001\CDD 2020007\2023 SKETCH AND LEGALS\CDD - SL NEW 2025.dwg 9/2/2025 10:07::02 AM Plotted by. 'harm LESS AND EXCEPT: COMMENCE AT THE SOUTHEAST CORNER OF TRACT FD-1, 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 S89'44'02"W FOR A DISTANCE OF 903.58 FEET; THENCE RUN NOO'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'S0"W FOR A DISTANCE OF 3.25 FEET; 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 N27'44'58"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 N35'24'55"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; HYDE PARK *NOT A SURVEY* Bowman Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 CDD BOUNDARY 6200 Whiskey Creek Drive, SKETCH AND LEGAL DESCRIPTION Fort Myers,FL 33919 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2020.007 IDRAWING it H-2289 DATE:Sep. 2, 2025 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:CDD - SL NEW 2025 ISEC-TWN-RGE 16-48-26 SHEET: 6 OF 7 Q:\FL-NAPL-HM\HMDATA-SV2\2017\2017001\CDD 2020007\2023 SKETCH AND LEGALS\CDD - SL NEW 2025.dwg 9/2/2025 10:07::02 AM Plotted by. form LESS&EXCEPT CONTINUED: 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, TO THE BEGINNING OF 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 N89'44'02"E FOR A DISTANCE OF 1642.49 FEET TO THE POINT OF BEGINNING. CONTAINING 29.66 ACRES, MORE OR LESS. NET AREA 431.96 ACRES, MORE OR LESS. 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. BOWMAN CONSULTING GROUP, LTD., INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 8030 �` .•••• • 'Q,o :• �e°S e Nubc.••. •'v 5628 c Digitally signed by Thomas M o ▪ STATE OF Murphy e ▪ FLORIDA •:•�& Thomas M Murphy ON:C=t,s, ss,• •.• •• p y E=tmurphy@bowman.com, �i O BY CN=Thomas M Murphy LS5628 �„S��Bey°;��`°,,• Date:2025.09.02 10:58:27-04'00' ,/i, THOMAS M. MURPHY STATE OF FLORIDA HYDE PARK *NOT A SURVEY* Bovvrrian Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 CDD BOUNDARY 6200 Whiskey Creek Drive, SKETCH AND LEGAL DESCRIPTION Fort Myers,FL 33919 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2020.007 !DRAWING /: H-2289 DATE:Sep. 2, 2025 Professional Surveyors and Mappers,Certificate NO,LB-8030 CADD FILE:CDD — SL NEW 2025 ISEC—TWN—RGE: 16-48-26 SHEET: 7 OF 7 Q:\FL—NAPL—HM\HMDATA—SV2\2017\2017001\CDD 2020007\2023 SKETCH AND LEGALS\CDD — SL NEW 2025.dwg 9/2/2025 10:07:02 AM Plotted by. jlarm Exhibit "C" Amended Metes and Bounds Legal Description 0 400 800 POINT OF BEGINNING - PARCEL "A" NORTHWEST CORNER OF SKYSAIL - PHASE ONE 1" = 800' (P.B. 70, PG. 40-58) p/- N 89'35'06" E 2640.22' L1 NORTH ONE OF SKYSNL- PHASE ONE, (PB. 70, PG. 40-58) (BASIS OF BEARINGS) L2 3 L4 L6 L5 L8 L7 C2�'/ Cl 1-- co z ,.—L10 m 0 q N o CAOVERALL CDD 0 / BOUNDARY C5 C6 ..0.------ C) r C4 L12 Li m ry m C o C8 PARCEL 'A' A m Iii 1 SKYSAIL- PHASE ONE, (P.B. 70, PG. 40-58) m 0 z m z 1n O O O C N V 4' co s * PARCEL "C" m LESS & EXCEPT No (SEE SHEET 3 DETAIL) bi CTIrn NORTHWEST CORNER OF TRACT FR-1, PARCEL "B" ON? SKYSAIL - PHASE ONE LESS & EXCEPT (P.B. 70, PG. 40-58) (SEE SHEET 2 DETAIL) 7 I 30.0' S 89'44'15" W 2665.15' LB.E11 [ NORTH ONE OF TRACT FR-1, S 89'44'02"1W 2672.99' 300'i SKYSAIL-PHASE ONE LB.E. PB. 70, PGS. 40-58 POINT OF COMMENCEMENT - PARCEL "B" & PARCEL "C" NORTHEAST CORNER OF TRACT FR-1, SKYSAIL - PHASE ONE *NOT A SURVEY* (P.B. 70, PG. 40-58) 9 79749f1 4 RP + Bovvrnan HYDE PARK CDD EXPANSION Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPTION 950 Encore Way Naples,FL 34110 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 340860 !DRAWING /k H-2749 DATE:May. 29, 2025 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:HYDE PARK CDD S&L OVERALL REV ISEC-TWN-RGE 16-48-28 SHEET: 1 OF 6 k 1340860-Hyde Pak CDD/1 Eapmsim Setiices1340860-01-00I(SUR)-Hyde Pak CDD jl Faymsion SaNces1Surxy\SKETp,ES\HIde Park COO S&L Nerd/REV.dwg 5/29/2025&41:48 AM Plotted by. Irshrauyer 0 50 100 1" = 100' n Ci SKYSAIL - PHASE ONE (P.B. 70, PG. 40-58) • N L22 (ti ti PARCEL "C" LESS & EXCEPT c,a (SEE SHEET 3 DETAIL) L24 PARCEL "B" LESS & EXCEPT G� N F- L18--,6`C) 30.0 POINT OF BEGINNING\ — J L.B.E. • L1 6 cn NORTH LINE OF TRACT FR-1 S 89'44'02" W 903.58' TRACT FR- 1 SKYSAIL — PHASE ONE POINT OF COMMENCEMENT (P.B. 70, PG. 40-58) PARCEL "B" & PARCEL "C" NORTHEAST CORNER OF TRACT FR-1, SKYSAIL - PHASE ONE (P.B. 70, PG. 40-58) SHEET 2 DETAIL *NOT A SURVEY* Bovvrnan HYDE PARK CDD EXPANSION Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPTION 950 Encore Way Naples,FL 34110 www.bowman.com C)Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 340860 IDRAYANG /: H-2749 DATE:May. 29, 2025 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:HYDE PARK CDD S&L OVERALL REV ISEC-TWN-RGE 16-48-28 SHEET: 2 OF 6 k 1340860-Hyde Park CDD#1 Erpmsian S*es\34C 60-01-001(SLR)-Hyde Park 0)D#1 E.ansian Senices\Swney\SKE7D'fS\H)de Pak CDD Sdi Gent REV.drg 5/29/2025&41:48 AM Plotted by. kshrauger 0 150 300 SKYSAIL - PHASE ONE 1" = 300' (P.B. 70, PG. 40-58) L44 GAG \A3 0 N S G1 F Z cn 0(5) L40 C 1 7 C16 PARCEL "C" L39 L38 LESS & EXCEPT L37 L36 SKYSAIL - PHASE ONE L35 (P.B. 70, PG. 40-58) n CA W C5 L32 L31 L30 r (/ POINT OF BEGINNIN V PARCEL "B" LESS &EXCEPT co V 30.0' L.B.E. (SEE SHEET 2 DETAIL) — 30.0' L.B.E. L2 L28 il\-L26 NORTH UNE OF TRACT FR-1, SKYSNL-PHASE ONE PB. 70, PGS. 40-58 POINT OF COMMENCEMENT - PARCEL "B" & PARCEL "C" NORTHEAST CORNER OF TRACT FR-1, SKYSAIL - PHASE ONE (P.B. 70, PG. 40-58) SHEET 3 DETAIL *NOT A SURVEY* Bovvrrian HYDE PARK CDD EXPANSION Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPTION 950 Encore Way Naples,FL 34110 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 340860 [DRAWING # H-2749 DATE:May. 29, 2025 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:HYDE PARK CDD S&L OVERALL REV ISEC-TWN-RGE 16-48-28 SHEET: 3 OF 6 V V340860-Hyde Pak COD fl Expmsim Senices\340880-01-001(SLR)-Hyde Pak COO fl Evasion Sarices\Suney\SKETCH S\Hyde Pak CVO SdL ONemil REV.dwg 5/29/2025&41:48 AM Plotted by. kshrauger LINE BEARING DISTANCE LINE BEARING DISTANCE L1 N 89'44'00" E 441.90' L26 N 01'27'19" W 30.01' L2 S 00'18'56" W 112.48' L27 S 89'44'02" W 75.02' L3 S 06'20'08" W 116.00' L28 S 89'44'02" W 722.94' L4 S 06'44'02" W 23.00' L29 N 00'15'53" W 231.00' L5 S 06'08'26" W 47.00' L30 N 89'44'07" E 10.00' L6 S 83'39'52" E 80.60' L31 N 00'15'53" W 70.00' L7 S 00'16'00" E 144.12' L32 S 89'44'07" W 10.00' L8 , S 83'39'52" E 59.21' L33 N 00'15'53" W 186.26' L9 S 00'16'00" E 259.12' L34 N 72'48'50" E 79.90' L10 S 01'39'36" E 55.99' L35 N 17'11'10" W 85.00' L11 S 03'03'13" E 579.91' L36 S 72'48'50" W 0.58' L12 S 66'11'07" E 55.31' L37 N 17'11'10" W 90.00' L13 N 88'32'40" E 473.23' L38 S 72'48'50" W 67.66' L14 S 01'27'20" E 1140.45' L39 N 35'24'55" W 13.34' L16 S 89'44'02" W 283.38' L40 N 50'44'48" W 61.74' L17 N 00'15'53" W 70.00' L41 N 35'24'55" W 240.78' L18 N 89'47'52" E 0.16' L42 N 54'10'57" E 62.69' L19 N 00'09'19" W 35.53' L43 N 70'23'14" E 238.83' L20 N 33'41'03" E 383.62' L44 S 73'57'37" E 360.82' L21 S 00'15'53" E 171.26' L45 S 01'27'19" E 799.09' L22 S 89'44'07" W 8.00' L46 S 64'45'54" W 172.65' L23 S 00'15'53" E 50.00' L47 S 01'27'19" E 164.64' L24 N 89'44'07" E 8.00' L48 S 37'23'04" E 141.16' L25 S 00'15'53" E 216.00' L49 S 01'28'57" E 339.68' CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH Cl 40.00' 55'11'33" 37.06' N 68'44'22" 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 2071.95' 0'51'02" 30.75' N 79'34'13" E 30.75' C5 2649.86' : 4'40'32" 216.17' N 82'26'47" E 216.23' C6 2185.00' 21'04'40" 799.29' S 84'10'08" E 803.81' C7 212.00' _ 98'52'43" 322.12' S 69'27'47" E 365.86' C8 65.00' _ 25'16'13" 28.44' S 78'49'14" E 28.67' C9 320.00' _ 4'36'41" 25.75' N 35'59'23" E 25.75' C10 233.11' 34'59'40" 140.18' N 19'06'21" E 142.38' C11 559.99' 9'11'43" 89.77' S 04'51'44" E 89.87' C12 25.00' 90'00'00" 35.36' S 44'44'07" W 39.27' C13 25.00' _ 90'00'00" 35.36' S 45'15'53" E 39.27' C14 665.00' 12'36'33" 146.05' N 06'34'10" W 146.35' C15 192.00' _ 16'30'32" 55.13' N 23'59'11" W 55.32' C16 692.00' _ 3'10'27" 38.33' N 33'49'41" W 38.34' C17 192.00' _ 15'19'54" 51.22' N 43'04'51" W 51.38' C18 108.00' 15'19'54" 28.81' N 43'04'51" W 28.90' C19 784.00' 16'12'17" 221.00' N 62'17'05" E 221.74' C20 826.00' 24'13'56" 346.75' N 58'16'16" E 349.34' *NOT A SURVEY* Bovvrrian HYDE PARK CDD EXPANSION Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPTION 950 Encore Way Naples,FL 34110 www.bowman.com COLLIER COUNTY FLORIDA ©Bowman Consulting Group,Ltd. PROJECT NO. 340860 (DRAWING /: H-2749 DATE:May. 29, 2025 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD ALE:HYDE PARK CDD S&L OVERALL REV(SEC-TWN-RGE 16-48-28 SHEET: 4 OF 6 141340860-Hyie Pair COO/1 Expansion Serdces1340860-01-001(SW-Hyie Pak CD j1 Ere:rmskn Services1Surbey1SKERNES1Hyle Pak COD S&L Oerdl REV.drg 5/29/2025 841:48 AM Plotted by. kdirauger LEGAL DESCRIPTION (PARCEL "A"): A PARCEL OF LAND LOCATED IN SECTION 16, TOWNSHIP 48 SOUTH, RANGE 28 EAST AND A PORTION OF SKYSAL - PHASE ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 70, PAGES 40-58 OF THE PUBUC RECORDS OF COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SKYSAL - PHASE ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 70, PAGES 40-58 OF THE PUBUC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N89'35'06"E, ALONG THE NORTH LINE OF SAD SKYSAIL - PHASE ONE, FOR A DISTANCE OF 2640.22 FEET; THENCE RUN N89'44'00"E, ALONG SAID NORTH LINE, FOR A DISTANCE OF 441.90 FEET; THENCE, LEAVING SAD NORTH LINE, RUN SO0'18'56"W FOR A DISTANCE OF 112.48 FEET; THENCE RUN SO6'20'08"W FOR A DISTANCE OF 116.00 FEET; THENCE RUN SO6'44'02"W FOR A DISTANCE OF 23.00 FEET; THENCE RUN SD6'08'26"W FOR A DISTANCE OF 47.00 FEET; THENCE RUN S83'39'52"E FOR A DISTANCE OF 80.60 FEET; THENCE RUN SOD'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 FEET AT A BEARING OF N68'44'22"E, 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 S00'16'00"E FOR A DISTANCE OF 259.12 FEET; THENCE RUN SO1'39'36"E FOR A DISTANCE OF 55.99 FEET; THENCE RUN SO3'03'13"E FOR A DISTANCE OF 579.91 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 2071.95 FEET, THROUGH A CENTRAL ANGLE OF 00'51'02" AND BEING SUBTENDED BY A CHORD OF 30.75 FEET AT A BEARING OF N79'34'13"E, FOR AN ARC LENGTH OF 30.75 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 2649.86 FEET, THROUGH A CENTRAL ANGLE OF 04'40'32" AND BEING SUBTENDED BY A CHORD OF 216.17 FEET AT A BEARING OF N82'26'47"E, FOR AN ARC LENGTH OF 216.23 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 2185.00 FEET, THROUGH A CENTRAL ANGLE OF 21'04'40" AND BEING SUBTENDED BY A CHORD OF 799.29 FEET AT A BEARING OF S84'10'OB"E, FOR AN ARC LENGTH OF 803.81 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 212.00 FEET, THROUGH A CENTRAL ANGLE OF 98'52'43" AND BEING SUBTENDED BY A CHORD OF 322.12 FEET AT A BEARING OF S69'27'47"E, FOR AN ARC LENGTH OF 365.86 FEET; THENCE RUN S66'11'07"E FOR A DISTANCE OF 55.31 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 25'16'13" AND BEING SUBTENDED BY A CHORD OF 28.44 FEET AT A BEARING OF S78'49'14"E, FOR AN ARC LENGTH OF 28.67 FEET; THENCE RUN N88'32'40"E FOR A DISTANCE OF 473.23 FEET TO A POINT ON THE EAST ONE OF SAD SKYSAIL - PHASE ONE; THENCE RUN SO1'27'20"E, ALONG SAD EAST ONE, FOR A DISTANCE OF 1140.45 FEET; THENCE RUN SO1'27'19"E, ALONG SAD EAST LINE, FOR A DISTANCE OF 2561.62 FEET TO THE NORTHEAST CORNER OF TRACT FR-1 OF SAD SKYSAIL - PHASE ONE; THENCE, LEAVING SAID EAST LINE AND ALONG THE NORTH UNE OF SAD TRACT FR-1, RUN S89'44'02"W FOR A DISTANCE OF 2672.99 FEET; THENCE RUN S89'44'15"W, ALONG SAD NORTH UNE, FOR A DISTANCE OF 2665.15 FEET TO THE NORTHWEST CORNER OF TRACT FR-1 OF SAID SKYSAIL - PHASE ONE; THENCE, LEAVING SAID NORTH LINE, RUN NOO'51'44"W, ALONG THE WEST LINE OF SAID SKYSAL - PHASE ONE, FOR A DISTANCE OF 2557.67 FEET; THENCE RUN NO0'50'30"W, ALONG SAID WEST ONE, FOR A DISTANCE OF 2707.71 FEET TO THE POINT OF BEGINNING. CONTAINING 576.74 ACRES, MORE OR LESS. LESS AND EXCEPT (PARCEL "B"): 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 PUBUC RECORDS OF COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF TRACT FR-1, OF SKYSAL - 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 S89'44'02"W ALONG THE NORTH LINE OF SAD TRACT FR-1, FOR A DISTANCE OF 903.58 FEET; THENCE LEAVING SAD NORTH UNE, RUN NOO'15'53"W FOR A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE RUN S89'44'02"W FOR A DISTANCE OF 283.38 FEET; THENCE RUN NOO'15'53"W FOR A DISTANCE OF 70.00 FEET; THENCE RUN N89'47'52"E FOR A DISTANCE OF 0.16 FEET; THENCE RUN NO0'09'19"W FOR A DISTANCE OF 35.53 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 04'36'41" AND BEING SUBTENDED BY A CHORD OF 25.75 FEET AT A BEARING OF N35'59'23"E, FOR AN ARC LENGTH OF 25.75 FEET; THENCE RUN N33'41'03"E FOR A DISTANCE OF 383.62 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 233.11 FEET, THROUGH A CENTRAL ANGLE OF 34'59'40" AND BEING SUBTENDED BY A CHORD OF 140.18 FEET AT A BEARING OF N19'06'21"E, FOR AN ARC LENGTH OF 142.38 FEET TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 559.99 FEET, THROUGH A CENTRAL ANGLE OF 09'11'43" AND BEING SUBTENDED BY A CHORD OF 89.77 FEET AT A BEARING OF SO4'51'44"E, FOR AN ARC LENGTH OF 89.87 FEET; THENCE RUN SO0'15'53"E FOR A DISTANCE OF 171.26 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT; 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 S89'44'07"W FOR A DISTANCE OF 8.00 FEET; THENCE RUN SO0'15'53"E 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 RIGHT; 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 S45'15'53"E, FOR AN ARC LENGTH OF 39.27 FEET; THENCE RUN SO015'53"E FOR A DISTANCE OF 216.00 FEET, TO THE POINT OF BEGINNING. CONTAINING 2.01 ACRES, MORE OR LESS. *NOT A SURVEY* Bovvrnan HYDE PARK CDD EXPANSION Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPTION 950 Encore Way Naples,FL 34110 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 340860 !DRAWING H-2749 DATE:May. 29, 2025 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:HYDE PARK CDD S&L OVERALL REV ISEC-TWN-RGE 16-48-28 SHEET: 5 OF 6 V 1340860-Hyde Pak COO/1 E*pmsion SaNces1340860-01-001(SLR)-Hjde Park COO/1 Eimsan Se vices\Surey\SKET0fS\Hyde Pak C00 S4L Aadl REV wg 5/29/2025&41:48 AM Plotted by. kshrauger LESS AND EXCEPT (PARCEL "C"): 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: COMMENCING AT THE NORTHEAST CORNER OF TRACT FR-1, OF SKYSAIL - PHASE ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 70, PAGES 40-58 OF THE PUBLIC RECORDS OF COWER COUNTY, FLORIDA, THENCE RUN NO1'27'19"W FOR A DISTANCE OF 30.01 FEET TO A POINT ON THE EAST BOUNDARY IJNE OF SAID SKYSAIL - PHASE ONE; THENCE, LEAVING SAID EAST LINE, RUN S89'44'02'W FOR A DISTANCE OF 75.02 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE CONTINUE S89'44'02"W FOR A DISTANCE OF 722.94 FEET; THENCE RUN N00'15'53"W FOR A DISTANCE OF 231.00 FEET; THENCE RUN N89'44'07"E FOR A DISTANCE OF 10.00 FEET; THENCE RUN NDO'15'53°W FOR A DISTANCE OF 70.00 FEET; THENCE RUN S89'44'07"W FOR A DISTANCE OF 10.00 FEET; THENCE RUN NOO'15'53"W FOR A DISTANCE OF 186.26 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 665.00 FEET, THROUGH A CENTRAL ANGLE OF 12'36'33" AND BEING SUBTENDED BY A CHORD OF 146.05 FEET AT A BEARING OF N06'34'10"W, FOR AN ARC LENGTH OF 146.35 FEET; THENCE RUN N72'48'50"E FOR A DISTANCE OF 79.90 FEET; THENCE RUN N1T11'10"W FOR A DISTANCE OF 85.00 FEET; THENCE RUN S7748'50"W FOR A DISTANCE OF 0.58 FEET; THENCE RUN N1T11'10"W FOR A DISTANCE OF 90.00 FEET; THENCE RUN S72'48'50"W FOR A DISTANCE OF 67.66 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 192.00 FEET, THROUGH A CENTRAL ANGLE OF 16'30'32" AND BEING SUBTENDED BY A CHORD OF 55.13 FEET AT A BEARING OF N23'59'11"W, FOR AN ARC LENGTH OF 55.32 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 692.00 FEET, THROUGH A CENTRAL ANGLE OF 03'10'27" AND BEING SUBTENDED BY A CHORD OF 38.33 FEET AT A BEARING OF N33'49'41"W, FOR AN ARC LENGTH OF 38.34 FEET; THENCE RUN N3524'55°W FOR A DISTANCE OF 13.34 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 192.00 FEET, THROUGH A CENTRAL ANGLE OF 15'19'54" AND BEING SUBTENDED BY A CHORD OF 51.22 FEET AT A BEARING OF N43'04'51"W, FOR AN ARC LENGTH OF 51.38 FEET; THENCE RUN N50'44'48"W FOR A DISTANCE OF 61.74 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 108.00 FEET, THROUGH A CENTRAL ANGLE OF 15'19'54" AND BEING SUBTENDED BY A CHORD OF 28.81 FEET AT A BEARING OF N43•04'51"W, FOR AN ARC LENGTH OF 28.90 FEET; THENCE RUN N35'24'55"W FOR A DISTANCE OF 240.78 FEET; THENCE RUN N54'10'57"E FOR A DISTANCE OF 62,69 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 784.00 FEET, THROUGH A CENTRAL ANGLE OF 16'12'17" AND BEING SUBTENDED BY A CHORD OF 221.00 FEET AT A BEARING OF N6717'05"E, FOR AN ARC LENGTH OF 221.74 FEET; THENCE RUN N70'23'14"E FOR A DISTANCE OF 238.83 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 826.00 FEET, THROUGH A CENTRAL ANGLE OF 24'13'56" AND BEING SUBTENDED BY A CHORD OF 346.75 FEET AT A BEARING OF N5816'16"E, FOR AN ARC LENGTH OF 349.34 FLLI; THENCE RUN S73'57'37"E FOR A DISTANCE OF 360.82 FEET TO A POINT ON SAID EAST BOUNDARY LINE OF SKYSAIL - PHASE ONE; THENCE RUN SO1'27'19"E, ALONG SAID EAST BOUNDARY LINE, FOR A DISTANCE OF 799.09 FEET TO A POINT ON A CONSERVATION EASEMENT AS RECORDED IN OFFICIAL RECORD BOOK 2710, PAGE 3143 (AS AMENDED BY O.R. 5987, PG. 1007); THENCE RUN ALONG SAID CONSERVATION EASEMENT FOR THE FOLLOWING THREE (3) COURSES: 1) THENCE RUN S64'45'54"W FOR A DISTANCE OF 172.65 FEET; 2) THENCE RUN SO1'27'19"E FOR A DISTANCE OF 164.64 FEET; 3) THENCE RUN S3T23'04"E FOR A DISTANCE OF 141.16 FEET; THENCE, LEAVING SAID CONSERVATION EASEMENT, RUN SO1'28'57"E FOR A DISTANCE OF 339.68 FEET TO THE POINT OF BEGINNING. CONTAINING 27.63 ACRES, MORE OR LESS. 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 N83'35'06"E. NET AREA 547.10 ACRES, MORE OR LESS. BOWMAN CONSULTING GROUP, LTD., INC. \VPS,....• ' , CERTIFICATE OF AUTHORIZATION NUMBER LB 8030 ` ,Ze N�;n6^••���� '" 5628 v o •• STATE OF a§ , FLORIDA •4>LS DiThomas M MurphyON:tally signed by Thomas M ChomasMMurph@bow ancom,hy ,,�'I,,,, SU!V 'jO"`O��`',,,` BY Date:2025.05.2915:13:37-04'00' LS5628 THOMAS M. MURPHY STATE OF FLORIDA *NOT A SURVEY* Bovvrrian HYDE PARK CDD EXPANSION Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPTION 950 Encore Way Naples,FL 34110 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 340860 'DRAWING j H-2749 DATE:May. 29, 2025 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:HYDE PARK CDD S&L OVERALL REV ISEC-TWN-RGE: 16-48-28 SHEET: 6 OF 6 w\340860-Hyde Pak CDD/1 Expansion Sarices1340860-01-001(SLR)-H,ide Pak CI D jl Fvmsion Serrices1Swiey1SKETO ES1Hyde Pak COO S&L argil REY.dng 5/29/2025&41:48 AN Plotted by.khrauger ♦A_till 4,,,,' . „...40 f FLORIDA DEPARTMENT Of STATE RON DESANTIS CORD BYRD Governor Secretary of State November 14, 2025 Crystal K. Kinzel Clerk of Court Collier County 3329 Tamiami Trail E, Suite #401 Naples, FL 34112 Dear Crystal Kinzel, Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 2025-58, which was filed in this office on November 14, 2025. Sincerely, Alexandra Leijon Administrative Code and Register Director AL/dp R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270