Backup Documents 03/26/2024 Item #17G ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 7 G
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attomey Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2.
3 County Attorney Office County Attorney Office �(} 1 3118121
4. BCC Office Board of County �J
Commissioners QJ /jZ`(/Z1
5. Minutes and Records Clerk of Court's Office T( 9:5' -1
detAfril
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees
above,may need to contact staff for additional or missing information.
Name of Primary Staff Jessica Malloy,Planner II, GMCDD Phone Number 252-4329
Contact/ Department
Agenda Date Item was March 26,2024 Agenda Item Number 17.G
Approved by the BCC
Type of Document Ordinance—Currents CDD amendment Number of Original 1
Attached Documents Attached
PO number or account
number if document is V v44
` l
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature? JM
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be JM
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the JM
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip JM
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on 3-26-24 and all changes made during the S.01
meeting have been incorporated in the attached document. The County Attorney's0019
�0 %ti to for
Office has reviewed the changes,if applicable. ►►✓✓
9. Initials of attorney verifying that the attached document is the version approved by the 4,5'n
BCC,all changes directed by the BCC have been made,and the document is ready for the 0 0
Chairman's signature.
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
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ORDINANCE NO. 2024-1 3
AN ORDINANCE OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA,
AMENDING ORDINANCE NO. 2019-14, THE CURRENTS
COMMUNITY DEVELOPMENT DISTRICT, BY
MODIFYING THE EXTERNAL BOUNDARIES OF THE
DISTRICT THROUGH CONTRACTION OF 5.121 ACRES
FROM 516.2751 ACRES TO 511.1521 ACRES; PROVIDING
FOR CONFLICT AND SEVERABILITY; PROVIDING FOR
INCLUSION IN THE CODE OF LAWS AND ORDINANCES;
AND PROVIDING AN EFFECTIVE DATE. [PL20230013790]
WHEREAS, on June 25, 2019, the Board of County Commissioners of Collier County,
Florida, a political subdivision of the State of Florida("Board"), adopted Ordinance No. 2019-14,
the Currents Community Development District ("District"), as a community development district
within the meaning of Chapter 190, Florida Statutes; and
WHEREAS, the original boundaries set forth in Ordinance No. 2019-14 established
boundaries of the District resulting in 516.275+ 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 contraction of 5.12± acres from 516.275+ acres to
511.152+acres(PL20230013790,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.
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.
[23-CMP-01194/1842202/1] Page 1 of 3 0
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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 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. 2019-14, THE CURRENTS
COMMUNITY DEVELOPMENT DISTRICT.
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 511.152± 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
[23-CMP-01194/1842202/1] Page 2 of 3 0
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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
v
County, Florida, this 2£r day of m>9 R C H 2024.
ATTEST: BOARD OF COUNTY COMMISSIONERS
CRYSTAL K. K ;CLERK COLLIER COUNTY, FLORIDA
By: By:
Ate ;, airman's Deputy Clerk Ch al , Chairman
si at, e.oniy
A r ved as to form and legality:
This ordinance filed with the
(de
Syc story of ate'si Off'ce ,t v
��` Ir day of v: / , `
and acknowl-.gement a that
erek D. Perry �A\ tiling eive• this S day
Assistant County Attorney `L of / ,,� ..I .
Attachments:
Exhibit"A"—Sketch and Legal of Contraction Land and Map of Contracted Land
Exhibit"B"—Original Legal Description
Exhibit"C"—Amended Legal Description
[23-CMP-01194/1842202/1] Page 3 of 3 0
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Exhibit "A"
Sketch and Legal Description
of Contraction Land
Map of Contraction Land
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LEGEND NORTH
I,CDD BOUNDARY
LANDS TO BE REMOVED FROM CDD(5.12 AC) NOT TO SCALE
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CURRENTS CDD LANDS TO BE REMOVED FROM CDD
PREPARED FOR: SECTION: TOWNSHIP: RANGE: FLORIDA cexnruaTL OF.3UTTIOR¢ATION 486;n ATWELL
TAYLOR MORRISON OF FLORIDA,INC. 13,18,19 5I 25
866.850.4200 www.ahvNFproup om
551 NORTH CATTLEMEN ROAD COLLIER COUNTY FLORIDA 28100e@+RA s`50550 °R.500 S05
135
SARASOTA,FLORIDA 34232 FILE NAME: 774-500-E02 JEREMY H.ARNOLD,P.E. 239.405 MT
PHONE:(941)371-0008 FAX:(941)371-7998 SHEET: FL LICENSE NO.66421
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Exhibit "B"
Metes and Bounds Legal Description
of the Existing External Boundaries
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LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 13,TOWNSHIP 51 SOUTH,RANGE 26 EAST AND
SECTIONS 18 AND 19,TOWNSHIP 51 SOUTH,RAGE 27 EAST,COLLIER COUNTY,FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SECTION 18,TOWNSHIP 51 SOUTH,RANGE
27 EAST,COLLIER COUNTY,FLORIDA,THE SAME BEING A POINT ON THE BOUNDARY OF
THOSE CERTAIN LANDS DESCRIBED IN THAT SPECIAL WARRANTY DEED BETWEEN
FIDDLER'S LAND INVESTOR,LLC AND TAYLOR MORRISON OF FLORIDA,INC.,MADE
OCTOBER 30TH,2018;THENCE RUN THE FOLLOWING FOUR(4)COURSE ALONG THE
BOUNDARY OF LAST SAID LANDS: COURSE NO. 1: SOUTH 00°19'26"EAST,ALONG THE
EAST LINE OF THE NORTHEAST 1/4 OF SECTION 19,TOWNSHIP 51 SOUTH,RANGE 27 EAST,
COLLIER COUNTY,FLORIDA,A DISTANCE OF 908.82 FEET;COURSE NO. 2: SOUTH 89°37'25"
WEST, 5,121.01 FEET;COURSE NO. 3:NORTH 00°22'35"WEST,A DISTANCE OF 1,364.92 FEET;
COURSE NO.4: NORTH 84°46'05" WEST, 505.52 FEET TO A POINT ON THE BOUNDARY OF
THOSE CERTAIN LANDS DESCRIBED IN THAT PARTITION SPECIAL WARRANTY DEED
BETWEEN FC OYSTER HARBOR,LLC AND TM OYSTER HARBOR,LLC,MADE OCTOBER
30TH,2018;THENCE RUN THE FOLLOWING FORTY ONE(41)COURSES ALONG THE
BOUNDARY OF LAST SAID LANDS; COURSE NO. 1: CONTINUE NORTH 84°46'05"WEST, 7.72
FEET(FOR A TOTAL OF 513.24 FEET); COURSE NO. 2:NORTH 77°45'48"WEST,68.76 FEET;
COURSE NO. 3:NORTH 88°51'30"WEST,65.94 FEET; COURSE NO.4:NORTH 84°45'16"WEST,
595.29 FEET; COURSE NO. 5:NORTH 08°46'55" EAST, 15.19 FEET; COURSE NO. 6:NORTH
81°13'05"WEST, 86.83 FEET TO A POINT OF CURVATURE; COURSE NO. 7:
SOUTHWESTERLY,40.61 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
SOUTHEASTERLY,HAVING A RADIUS OF 25.00 FEET,THROUGH A CENTRAL ANGLE OF
93°04'05"AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 52°14'52"WEST,36.29
FEET; COURSE NO. 8: SOUTH 05°42'49"WEST, A DISTANCE OF 16.93 FEET TO A POINT OF
CURVATURE;COURSE NO. 9: SOUTHWESTERLY,49.00 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 25.00 FEET,
THROUGH A CENTRAL ANGLE OF 112°17'57"AND BEING SUBTENDED BY A CHORD THAT
BEARS SOUTH 61°51'48"WEST,41.52 FEET; COURSE NO. 10:NORTH 61°59'14"WEST, 75.11
FEET TO A POINT OF CURVATURE;COURSE NO. 11:NORTHERLY,42.43 FEET ALONG THE
ARC OF A CIRCULAR CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 30.00 FEET,
THROUGH A CENTRAL ANGLE OF 81°02'25"AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 21°28'O1"WEST, 38.98 FEET TO A POINT OF REVERSE CURVATURE; COURSE
NO. 12:NORTHWESTERLY,213.13 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHWESTERLY,HAVING A RADIUS OF 90.00 FEET,THROUGH A CENTRAL
ANGLE OF 135°41'08"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 48°47'22"
WEST, 166.71 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 13: WESTERLY,
61.99 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A
RADIUS OF 65.00 FEET,THROUGH A CENTRAL ANGLE OF 54°38'43"AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 89°18'35"WEST,59.67 FEET; COURSE NO.
14:NORTH 61°59'14"WEST,36.90 FEET; COURSE NO. 15:NORTH 21°37'59" EAST,250.74 FEET
TO A POINT OF CURVATURE;COURSE NO. 16: NORTHERLY, 121.17 FEET ALONG THE ARC
OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 230.00 FEET,
THROUGH A CENTRAL ANGLE OF 30°11'06"AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 06°32'26"EAST, 119.77 FEET TO A POINT OF REVERSE CURVATURE;
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COURSE NO. 17:NORTHERLY, 34.24 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE EASTERLY,HAVING A RADIUS OF 65.00 FEET,THROUGH A CENTRAL ANGLE
OF 30°11'06"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 06°32'26"EAST,
33.85 FEET;COURSE NO. 18:NORTH 21°37'59"EAST, 100.89 FEET TO A POINT OF
CURVATURE; COURSE NO. 19:NORTHERLY, 162.28 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 1,190.00 FEET,THROUGH A
CENTRAL ANGLE OF 07°48'48"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
17°43'35"EAST, 162.15 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO.20:
NORTHERLY, 138.92 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
EASTERLY,HAVING A RADIUS OF 510.00 FEET,THROUGH A CENTRAL ANGLE OF 15°36'23"
AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21°37'22"EAST, 138.49 FEET
TO A POINT OF REVERSE CURVATURE; COURSE NO. 21:NORTHERLY,376.91 FEET ALONG
THE ARC OF A CIRCULAR CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 890.00
FEET,THROUGH A CENTRAL ANGLE OF 24°15'51"AND BEING SUBTENDED BY A CHORD
THAT BEARS NORTH 17°17'38"EAST,374.10 FEET TO A POINT OF REVERSE CURVATURE;
COURSE NO. 22:NORTHEASTERLY, 56.89 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 50.00 FEET,THROUGH A CENTRAL
ANGLE OF 65°11'08"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 37°45'17"
EAST, 53.87 FEET; COURSE NO. 23:NORTH 68°59'19" EAST,25.61 FEET;COURSE NO. 24:
SOUTH 51°48'02"EAST, 171.93 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE
NO. 25:NORTHEASTERLY, 143.41 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 895.00 FEET,THROUGH A CENTRAL
ANGLE OF 09°10'51"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 44°11'54"
EAST, 143.26 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO.26:
NORTHEASTERLY, 157.90 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
NORTHWESTERLY,HAVING A RADIUS OF 668.60 FEET,THROUGH A CENTRAL ANGLE OF
13°31'53"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 42°01'23"EAST,
157.53 FEET TO A POINT OF COMPOUND CURVATURE; COURSE NO.27:NORTHEASTERLY,
185.88 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 500.00 FEET,THROUGH A CENTRAL ANGLE OF 21°18'01"AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 24°36'26" EAST, 184.81 FEET;COURSE NO.
28:NORTH 13°57'25"EAST,434.86 FEET TO A POINT OF CURVATURE; COURSE NO.29:
NORTHEASTERLY,389.88 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
SOUTHEASTERLY,HAVING A RADIUS OF 495.00 FEET,THROUGH A CENTRAL ANGLE OF
45°07'42"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 36°31'16"EAST,
379.88 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 30:NORTHEASTERLY,
151.58 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 150.00 FEET,THROUGH A CENTRAL ANGLE OF 57°54'01"AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 30°08'06" EAST, 145.21 FEET TO A POINT
ON A NON-TANGENTIAL CURVE;COURSE NO. 31: EASTERLY,303.95 FEET ALONG THE
ARC OF A CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 255.00 FEET,
THROUGH A CENTRAL ANGLE OF 68°17'37"AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 72°41'19"EAST,286.27 FEET TO A POINT OF REVERSE CURVATURE;
COURSE NO. 32:NORTHEASTERLY,214.76 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 250.00 FEET,THROUGH A CENTRAL
ANGLE OF 49°13'09"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 63°09'05"
EAST,208.22 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 33:
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NORTHEASTERLY,248.23 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE
NORTHWESTERLY,HAVING A RADIUS OF 210.00 FEET,THROUGH A CENTRAL ANGLE OF
67°43'34"AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 53°53'52"EAST,
234.03 FEET TO A POINT OF REVERSE CURVATURE;COURSE NO. 34:NORTHEASTERLY,
122.11 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHEASTERLY,
HAVING A RADIUS OF 100.00 FEET,THROUGH A CENTRAL ANGLE OF 69°57'55"AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 55°01'02"EAST, 114.67 FEET TO A POINT OF
REVERSE CURVATURE;COURSE NO. 35:EASTERLY,57.32 FEET ALONG THE ARC OF A
CIRCULAR CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 100.00 FEET,THROUGH
A CENTRAL ANGLE OF 32°50'27"AND BEING SUBTENDED BY A CHORD THAT BEARS
NORTH 73°34'46"EAST, 56.54 FEET;COURSE NO. 36:NORTH 57°09'32"EAST, 115.02 FEET;
COURSE NO. 37:NORTH 04°35'06"WEST, 86.36 FEET TO A POINT ON A NON-TANGENTIAL
CURVE;COURSE NO. 38:NORTHEASTERLY, 528.63 FEET ALONG THE ARC OF A CIRCULAR
CURVE,CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 830.00 FEET,THROUGH A
CENTRAL ANGLE OF 36°29'32" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
66°47'03"EAST, 519.74 FEET TO A POINT OF REVERSE CURVATURE; COURSE NO. 39:
EASTERLY,403.75 FEET ALONG THE ARC OF A CIRCULAR CURVE,CONCAVE SOUTHERLY,
HAVING A RADIUS OF 300.00 FEET,THROUGH A CENTRAL ANGLE OF 77°06'37"AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 87°05'36"EAST, 373.96 FEET;COURSE NO.
40:NORTH 35°38'54"EAST,A DISTANCE OF 200.00 FEET TO A POINT ON THE SOUTHERLY
RIGHT-OF-WAY LINE OF TAMIAMI TRAIL(U.S.41);COURSE NO.41: SOUTH 54°21'06"EAST,
ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE,A DISTANCE OF 859.24 FEET TO A POINT
ON AFOREMENTIONED LANDS DESCRIBED IN THAT SPECIAL WARRANTY DEED
BETWEEN FIDDLER'S LAND INVESTOR,LLC AND TAYLOR MORRISON OF FLORIDA,INC.,
MADE OCTOBER 30TH,2018;THENCE RUN THE FOLLOWING THREE(3)COURSES ALONG
THE BOUNDARY OF LAST SAID LANDS;COURSE NO. 1: CONTINUE SOUTH 54°21'06"EAST,
ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE,2,779.06 FEET(FOR A TOTAL DISTANCE
OF 3,638.30 FEET);COURSE NO. 2: SOUTH 54°23'36"EAST ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE,953.19 FEET TO A POINT ON THE EAST LINE OF THE SOUTHEAST 1/4 OF
AFORESAID SECTION 18;COURSE NO. 3: SOUTH 00°31'32"WEST,ALONG THE EAST LINE
OF THE SOUTHEAST 1/4 OF SAID SECTION 18, 1,272.89 FEET TO THE POINT OF BEGINNING.
CONTAINING 22,488,941 SQUARE FEET OR 516.275 ACRES,MORE OR LESS.
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Exhibit "C"
Modified Metes and Bounds Legal
Description (After Contraction)
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RHODES ct RHODES LAND SURVEYING, INC.
28100BON11A GRANDE DRIVE#107 NAPLES FLORIDA 34135
PHONE(239)4058166 FAX(239)4058163
LEGAL DESCRIPTION
BEING A PORTION OF BELLA TESORO AN ESPLANADE COMMUNITY—
PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
67 PAGES 32 THROUGH 54, OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT THE SOUTHEAST CORNER OF SECTION 18, TOWNSHIP 51
SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLOIRDA; THENCE ALONG THE
BOUNDARY LINE OF BELLA TESORO AN ESPLANADE COMMUNITY—PHASE
1, ACCORDING THE PLAT THEREOF AS RECORDED IN PLAT BOOK 67 PAGES
32 THROUGH 54 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA
FOR THE FOLLOWING 9 COURSES; COURSE (1) SOUTH 00°19'26" EAST, 908.82
FEET; COURSE (2) SOUTH 89°37'25" WEST, 5,121.01 FEET; COURSE (3)NORTH
00°22'35" WEST, 1,364.92 FEET; COURSE (4)NORTH 84°46'05" WEST, 513.24
FEET; COURSE (5)NORTH 77°45'48" WEST, 68.76 FEET; COURSE (6)NORTH
88°51'30" WEST, 65.94 FEET; COURSE (7)NORTH 84°45'16" WEST, 595.29 FEET;
COURSE (8)NORTH 08°46'55" EAST, 15.19 FEET; COURSE (9)NORTH 81°13'05"
WEST, 53.99 FEET TO THE SOUTH EAST CORNER OF TRACT "LE1-28,
ESPLANADE BY THE ISLANDS—PHASE 2 REPLAT, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 73 PAGES 33 THROUGH 39, OF
THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE ALONG
THE BOUNDARY LINE OF SAID TRACT "LE1-28" FOR THE FOLLOWING 4
COURSES; COURSE (1)NORTH 24°41'16" EAST, 173.43 FEET; COURSE (2)
NORTH 68°05'18" WEST, 107.46 FEET TO A POINT OF CURVATURE; COURSE
(3)NORTHWESTERLY, 286.80 FEET ALONG THE ARC OF A CIRCULAR
CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 220.00 FEET,
THROUGH A CENTRAL ANGLE OF 74°41'29" AND BEING SUBTENDED BY A
CHORD THAT BEARS NORTH 30°44'31" WEST, 266.92 FEET TO A POINT ON A
NON-TANGENTIAL CURVE; COURSE (4)NORTHERLY, 855.92 FEET ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS
OF 1,587.78 FEET, THROUGH A CENTRAL ANGLE OF 30°53'10" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 21°59'57" EAST, 845.60 FEET
TO A POINT ON AFORE MENTION BOUNDARY LINE OF BELLA TESORO AN
ESPLANADE COMMUNITY—PHASE 1 AND TO A POINT ON A NON-
TANGENTIAL CURVE; THENCE ALONG THE BOUNDARY LINE OF SAID
BELLA TESORO AN ESPLANADE COMMUNITY—PHASE 1 FOR THE
FOLLOWING 19 COURSES; COURSE (1)NORTHEASTERLY, 143.41 FEET
ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY,
HAVING A RADIUS OF 895.00 FEET, THROUGH A CENTRAL ANGLE OF
09°10'51" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH
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RHODES&RHODES LAND SURVEYING, INC.
28100 BONITA GRANDEDRIVE#107 NAPLES,FLORIDA 34135
PHONE(239)40�8166 FAX(239)405-8163
44°11'54" EAST, 143.26 FEET TO A POINT OF REVERSE CURVATURE; COURSE
(2)NORTHEASTERLY, 157.90 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 668.60 FEET, THROUGH
A CENTRAL ANGLE OF 13°31'53" AND BEING SUBTENDED BY A CHORD
THAT BEARS NORTH 42°01'23" EAST, 157.53 FEET TO A POINT OF COMPOUND
CURVATURE; COURSE (3)NORTHEASTERLY, 185.88 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS
OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 21°18'01" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 24°36'26" EAST, 184.81 FEET;
COURSE (4)NORTH 13°57'25" EAST, 434.86 FEET TO A POINT OF CURVATURE;
COURSE (5)NORTHEASTERLY, 389.88 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF
495.00 FEET, THROUGH A CENTRAL ANGLE OF 45°07'42" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 36°31'16" EAST, 379.88 FEET
TO A POINT OF REVERSE CURVATURE; COURSE (6)NORTHEASTERLY,
151.58 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 150.00 FEET, THROUGH A
CENTRAL ANGLE OF 57°54'O1" AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 30°08'06" EAST, 145.21 FEET TO A POINT ON A NON-
TANGENTIAL CURVE; COURSE (7) EASTERLY, 303.95 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF
255.00 FEET, THROUGH A CENTRAL ANGLE OF 68°17'37" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 72°41'19" EAST, 286.27 FEET
TO A POINT OF REVERSE CURVATURE; COURSE (8)NORTHEASTERLY,
214.76 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 250.00 FEET, THROUGH A
CENTRAL ANGLE OF 49°13'09" AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 63°09'05" EAST, 208.22 FEET TO A POINT OF REVERSE
CURVATURE; COURSE (9)NORTHEASTERLY, 248.23 FEET ALONG THE ARC
OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS
OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 67°43'34" AND BEING
SUBTENDED BY A CHORD THAT BEARS NORTH 53°53'52" EAST, 234.03 FEET
TO A POINT OF REVERSE CURVATURE; COURSE (10)NORTHEASTERLY,
122.11 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 100.00 FEET, THROUGH A
CENTRAL ANGLE OF 69°57'55" AND BEING SUBTENDED BY A CHORD THAT
BEARS NORTH 55°01'02" EAST, 114.67 FEET TO A POINT OF REVERSE
CURVATURE; COURSE (11) EASTERLY, 57.32 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 100.00
FEET, THROUGH A CENTRAL ANGLE OF 32°50'27" AND BEING SUBTENDED
BY A CHORD THAT BEARS NORTH 73°34'46" EAST, 56.54 FEET; COURSE (12)
NORTH 57°09'32" EAST, 115.02 FEET; COURSE (13)NORTH 04°35'06" WEST,
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RHODES&RHODES LAND SURVEYING, INC
69100BO11TA GRANDEDRIVE#107 NAPT,FS FLORIDA 84186
PHONE MN)465-8166 FAX(939)4058163
86.36 FEET TO A POINT ON A NON-TANGENTIAL CURVE; COURSE (14)
NORTHEASTERLY, 528.63 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 830.00 FEET, THROUGH
A CENTRAL ANGLE OF 36°29'32" AND BEING SUBTENDED BY A CHORD
THAT BEARS NORTH 66°47'03" EAST, 519.74 FEET TO A POINT OF REVERSE
CURVATURE; COURSE (15) EASTERLY, 403.75 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 300.00
FEET, THROUGH A CENTRAL ANGLE OF 77°06'37" AND BEING SUBTENDED
BY A CHORD THAT BEARS NORTH 87°05'36" EAST, 373.96 FEET; COURSE (16)
NORTH 35°38'54" EAST, 200.00 FEET; COURSE (17) SOUTH 54°21'06" EAST,
3,638.30 FEET; COURSE (18) SOUTH 54°23'36" EAST, 953.19 FEET; COURSE (19)
SOUTH 00°31'32" WEST, 1,272.89 FEET TO THE POINT OF BEGINNING.
CONTAINING 22,265,773 SQUARE FEET OR 511.152 ACRES, MORE OR LESS.
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FLORIDA DEPARTMENT OfSTATE
RON DESANTIS CORD BYRD
Governor Secretary of State
April 1, 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 Collier County Ordinance No. 2024-13, which was filed in this office on April 1, 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