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Agenda 03/22/2022 Item #17A (Ordinance Amending Ordinance 2002-61-Fiddler's Creek CDD #2)17.A 03/22/2022 EXECUTIVE SUMMARY Recommendation to adopt an ordinance amending Ordinance No. 02-61, as amended, to amend the external boundaries of the Fiddler's Creek Community Development District #2, pursuant to Chapter 190.046, Florida Statutes. OBJECTIVE: For the Board of County Commissioners (Board) to approve the Petition submitted to the County by the Fiddler's Creek Development District #2 by adopting an ordinance amending Ordinance No. 02-61, as amended, increasing the size of the CDD #2 by 37.871 acres. CONSIDERATIONS: On August 3, 1996, by Florida Land and Water Adjudicatory Commission (FLWAC) Rule Chapter 42X-1.001 - 1.003 F.A.C. the Fiddler's Creek Community Development District was established, which comprised approximately 1,389.77± acres within Collier County, FL. On September 16, 2003, the FLWAC approved an amendment to rename the district by changing the name to Fiddler's Creek Community Development District #1 (CDD #1). On September 5, 2016, the FLWAC approved an amendment to correct a scrivener's error in the legal description of the boundaries of CDD #1. On November 13, 2017, the FLWAC approved an amendment to contract the boundaries of CDD #1 by 56.16± acres and expand the boundaries by 9.34f acres for a net contraction of 46.82f acres, bringing the total acreage of CDD #1 to 1,342.95f acres. On November 19, 2002, Fiddler's Creek Community Development District #2 (CDD #2) was established by Ordinance No. 02-61 and was initially comprised of 998.79f acres. On June 24, 2014, the Board adopted Ordinance 2014-26 amending CDD #2 to expand the acreage of CDD #2 by adding 69.30f acres, bringing the CDD total acreage to 1,068.09f acres. On May 9, 2017, the Board adopted Ordinance 2017- 16 amending CDD #2 to expand the boundaries by 1.06± acres and to contract the boundaries by 9.41± acres for a net contraction of 8.35f acres, bringing the total acreage of CDD #2 to 1,059.734f acres. On June 25, 2019, the Board adopted Ordinance 2019-15 amending CDD #2 to contract the boundaries by 210.003f acres, bringing the total acreage of CDD #2 to 849.73f acres. On October 8, 2019, the Board adopted Ordinance 2019-32 amending CDD #2 to correct a scrivener's error in the legal description of the boundaries of CDD #2. The Boards of Supervisors for both Districts have delivered, through their counsel, two petitions: one to amend the boundaries of CDD #1 through both expansion and contraction and the other to amend the boundaries of CDD #2 through expansion. The petition to amend CDD #1 results in a net contraction, while the petition to amend CDD #2 results in a net expansion. More specifically, based on the CDD #1 petition, the current acreage of 1,342.95f acres would decrease to 1,316.31f acres. Based on the CDD #2 petition, the current acreage of 849.73± acres would increase to 887.60f acres. The petition to amend CDD #2 is contingent upon the petition for CDD #1 being approved by FLWAC because the petition for CDD #2 proposes, in part, the addition of certain property being removed from the boundaries of CDD #1. An area map showing how the external boundaries will be amended has been attached for the Board's consideration. As stated previously, CDD #1 was initially established by FLWAC, a state entity, since its initial acreage exceeded 1,000 acres, whereas CDD #2 was approved by the County based on its initial acreage of 998.79 acres. Correspondingly, the current petition for CDD #1 was submitted to the State to be approved by FLWAC and the petition for CDD #2 was submitted to the Board and will be approved by the adoption of the attached amending Ordinance. To ensure that both amendments to the CDDs occur simultaneously, the Ordinance has been prepared to take effect as of the date that the rule amendment process by FLWAC of a rule amending CDD #1, as requested by the Petition dated November 18, 2021, is complete, as evidenced by the entry of the amended rule for CDD #1 by the Florida Secretary of State, or to be void if not approved one year from the date of the petition or denied by FLWAC. Packet Pg. 1630 03/22/2022 17.A Section 190.046, Florida Statutes, gives the Board the option to hold a public hearing to consider all amendments to expand or contract CDDs under the jurisdiction of FLWAC within the County. Petitioner CDD #1 previously requested that the Board waive this optional public hearing as it relates to the petition to amend CDD #1. The Board approved such a request on January 11, 2022, by the adoption of Resolution 2022-03. For reference, the Board of Supervisors of CDD #1 held the required public hearing on the proposed amendment to CDD #1 on January 26, 2022, as required by Section 190.046, Florida Statutes. The property for CDD #1 is designated Urban Mixed Use District, Urban Coastal Fringe Subdistrict per the Future Land Use Map of the Growth Management Plan, and is within Sections 3, 14, 15, 22, 23, and 24, Township 51 South, Range 26-27 East. CDD #2 is designated the same, Urban Mixed Use District, Urban Coastal Fringe Subdistrict, within Sections 11, 13, 14, and 18, Township 51 South, Range 26-27 East. FISCAL IMPACT: The "Statement of Regulatory Costs" (Exhibit J) and "Proposed Timetable for Construction" (Exhibit H) provide for the fiscal impacts and timing of impacts to be managed by the District. It is noteworthy that the estimated cost of construction of the infrastructure improvements in the proposed area of the District #2 boundary revisions is $4,000,000 for the expansion area. As contemplated in the Statement, increased infrastructure costs will be funded either directly by the developer and/or through the issuance of special assessment revenue bonds repaid through special assessments levied upon the annexed land to be repaid by the developer or its successor -in -title. Increases in operation and maintenance costs are expected to be minimal and offset by future new landowners through operations and maintenance assessments to CDD #2. GROWTH MANAGEMENT IMPACT: The 37.87f acre addition to CDD #2 is designated Urban Coastal Fringe, Urban Residential Fringe Subdistrict designations as depicted on the Collier County Future Land Use Map. Although the amendment of CDD #2 does not constitute any development approval, the plan of development previously approved for the subject property (Fiddler's Creek PUD) has been determined to be consistent with the Collier County Growth Management Plan (GMP). Accordingly, any future petitions for rezone or development permits will be subsequently reviewed at the time of submittal and will be subject to the requirements and limitations specified in the Collier County Land Development Code (LDC) and will be required to be consistent with the GMP in effect at that time. LEGAL CONSIDERATIONS: This item has been reviewed by the County attorney, is approved as to form and legality and requires majority vote for approval. -JAK RECOMMENDATION: To adopt an ordinance amending Ordinance No. 02-61, as amended, amending the external boundaries of the Fiddler's Creek Community Development District #2, pursuant to Chapter 190.046, Florida Statutes. Prepared by: Rachel Hansen, Senior Planner, Comprehensive Planning Section, Planning & Zoning Division ATTACHMENT(S) 1. [Linked] Full Petition Fiddler's Creek CDD#2 Amendment (PDF) 2. Map of Expansion Land (PDF) 3.Ordinance _Fiddler's Creek CDD #2 (PDF) 4. NaplesDailyNews_20220301 (PDF) 5. Resolution 2022-003 - CDD#1 (PDF) Packet Pg. 1631 17.A 03/22/2022 COLLIER COUNTY Board of County Commissioners Item Number: 17.A Doe ID: 21090 Item Summary: Recommendation to adopt an ordinance amending Ordinance No. 02-61, as amended, to amend the external boundaries of the Fiddler's Creek Community Development District #2, pursuant to Chapter 190.046, Florida Statutes. Meeting Date: 03/22/2022 Prepared by: Title: — Zoning Name: Rachel Hansen 01/14/2022 2:58 PM Submitted by: Title: — Zoning Name: Mike Bosi 01/14/2022 2:58 PM Approved By: Review: Zoning Growth Management Department County Attorney's Office Zoning Growth Management Department Growth Management Department Office of Management and Budget County Attorney's Office Office of Management and Budget County Manager's Office Board of County Commissioners Mike Bosi Zoning Director Review Mike Bosi Growth Management Department Jeffrey A. Klatzkow Level 2 Attorney Review James Sabo Additional Reviewer Trinity Scott Transportation James C French Growth Management Debra Windsor Level 3 OMB Gatekeeper Review Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Laura Zautcke Additional Reviewer Geoffrey Willig Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 01/27/2022 8:14 AM Skipped 01/27/2022 8:15 AM Completed 01/27/2022 8:42 AM Completed 01/27/2022 8:59 AM Skipped 01/27/2022 10:01 AM Completed 01/31/2022 7:41 PM Completed 02/01/2022 8:32 AM Completed 02/01/2022 8:34 AM Completed 02/25/2022 10:03 AM Completed 03/10/2022 11:02 AM 03/22/2022 9:00 AM Packet Pg. 1632 BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA PETITION TO AMEND COLLIER COUNTY ORDINANCE NO.02-61, AS PREVIOUSLY AMENDED BY COUNTY ORDINANCE NOS. 2014-26, 2017-16, 2019-15 AND 2019-32 TO MODIFY THE EXTERNAL BOUNDARIES OF FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2 THROUGH EXPANSION The BOARD OF SUPERVISORS of FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2 ("District"), by and through its undersigned attorney, petitions the BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA ("Coun "), to adopt an amendment to County Ordinance No. 02-61 (the ordinance establishing the District), as previously amended by County Ordinance Nos. 2014-26, 2017-16, 2019-15 and 2019-32, to amend the total land area to be serviced by the District, and to amend the external boundaries of the District pursuant to Section 190.046, Florida Statutes. In support thereof, the District submits: 1. Organizational Information. Fiddler's Creek Community Development District #2 is a uniform community development district created pursuant to Chapter 190, Florida Statutes and established by County Ordinance No. 02-61, as previously amended by Ordinance Nos. 2014- 26, 2017-16, 2019-15 and 2019-32. Its District Office is located at 2300 Glades Road, Suite 410W, Boca Raton, Florida 33431 and the Chair of the Board of Supervisors is Elliot Miller. Its District Manager is Chesley E. Adams, Jr., of Wrathell, Hunt and Associates, LLC. 2. Establishment. By County Ordinance No. 02-61, dated November 19, 2002, which Ordinance became effective on December 2, 2002 (attached hereto and incorporated herein as Exhibit "A") the District was established on the property described in the Ordinance and is in legal existence and good standing. 3. Amendment. County Ordinance No. 02-61 was previously amended by the following: a. By County Ordinance No. 2014-26 dated June 24, 2014, which Ordinance became effective on June 30, 2014 (attached hereto and incorporated herein as Exhibit "A-1") the boundaries of the District were amended as described in the Ordinance. 1 b. By County Ordinance No. 2017-16 dated May 9, 2017, which Ordinance became effective on May 10, 2017 (attached hereto and incorporated herein as Exhibit "A-2") the boundaries of the District were amended as described in the Ordinance. C. By County Ordinance No. 2019-15 dated June 25, 2019, which Ordinance became effective on June 27, 2019 (attached hereto and incorporated herein as Exhibit "A-P) the boundaries of the District were amended as described in the Ordinance. d. By County Ordinance No. 2019-32 dated October 8, 2019, which Ordinance became effective on October 14, 2019 (attached hereto and incorporated herein as Exhibit "A-4") to correct a scrivener's error in County Ordinance No. 2019-15 as described in the Ordinance. 4. Authority for Petition. On June 23, 2021, the Board of Supervisors of the District ("Board of Supervisors") adopted District Resolution 2021-05 to authorize the preparation and filing of a petition to the Board of County Commissioners of Collier County for a modification of the District's boundaries through expansion. A copy of Resolution 2021-05 is attached hereto and incorporated herein as Exhibit "B". 5. Expansion Land. The land to be added to the total area that is presently serviced by the District ("Expansion Land") is located in an unincorporated area of Collier County and is contiguous to the now -existing external boundaries of the District. Sketch and legal descriptions of the Expansion Land are attached as Exhibit "C-1" ("Expansion Land Area 1") and Exhibit "C-2" ("Expansion Land Area 2"). A map showing the location of the Expansion Land is attached as Exhibit "D". For informational purposes, a portion of the Expansion Land is located in Fiddler's Creek Community Development District #1 ("FC CDD #1") but is being removed from FC CDD #1 pursuant to a concurrent petition to the Florida Land and Water Adjudicatory Commission to amend the boundaries of FC CDD #1. A copy of the FC CDD #1 petition is being submitted to the County simultaneously herewith. 6. Boundaries Before and After. A metes and bounds legal description of the existing external boundaries of the District is attached as Exhibit "E". A metes and bounds legal description of the boundaries of the District as modified through expansion is attached as Exhibit "F". Both legal descriptions are provided in accordance with Section 190.046(1)(a), Florida Statutes. There is no real property to be included within the boundaries of the District as expanded which is to be excluded from the jurisdiction of the District as expanded. After the expansion, the District will encompass approximately 887.60 acres. N 7. Consent. Attached as Exhibit "G" is the written consent to the expansion of the District by the owners of one hundred percent (100%) of the real property herein sought to be included in the expanded land area serviced by the District in accordance with Section 190.046(1)(g), Florida Statutes. The filing of this Petition by the Board of Supervisors constitutes the consent of all landowners residing within the current boundaries of the District as per Section 190.046(1)(g), Florida Statutes. Attached as Exhibit "G-1" are the most recent deeds of record for the land to be added. 8. Extent of Expansion. Further, in compliance with Section 190.046(1)(e), Florida Statutes, the amendment of the external boundaries of the District (from 849.73 acres to 887.60 acres) as herein petitioned does not comprise (singularly and cumulatively) a cumulative net total greater than 50% of the District's initial land in the District and will not result in amendments encompassing more than 1,000 acres on a cumulative net basis. 9. Proposed Timetable. The proposed timetable for construction of any District systems, facilities and services in the Expansion Land, the estimated costs of their construction and related matters, which are preliminary and subject to change, are set forth herein as Exhibit «H» 10. Future Land Uses. The designations of future general distribution, location, and extent of the public and private land uses proposed for the amended District by the future land use plan elements of the local Comprehensive Plan, which are preliminary and subject to change, are shown on Exhibit "I". 11. Statement of Estimated Regulatory Costs. The District submits the attached Statement of Estimated Regulatory Costs ("SERC") for the District which contemplates the granting by the County of this Petition to Amend the District's Boundaries as required by Section 190.046(1)(a) and Section 190.005(1)(a)8., Florida Statutes, which SERC is attached hereto as Exhibit "J". 12. Engineer Review. The District submits that certain Engineering Review for Expansion of the Fiddler's Creek Community Development District #2 prepared by Hole Montes, Inc., a copy of which is attached as Exhibit "K", which provides an analysis of the statutory factors to be reviewed in connection with approving this Petition. 13. Filing Fee. Prior to the filing of this Petition, the District submitted a copy of this Petition, together with the required fee of $1,500 to Collier County. 3 14. The County Should Grant this Petition. This Petition should be granted for the following reasons: a. Amendment of the District's boundaries and all land uses and services planned within the District as amended are not inconsistent with applicable elements or portions of the adopted State Comprehensive Plan or the effective local Comprehensive Plan. b. The area of land within the amended District is part of a planned community. The District as amended will continue to be of sufficient size and sufficiently compact and contiguous to be developed as one functional and interrelated community. C. Existence of the amended District will prevent the general body of taxpayers in the County from bearing the burden for installation of the infrastructure and the maintenance of certain facilities within the development encompassed by the amended District. The District is the best alternative for delivering community development services and facilities to the lands within the amended District without imposing an additional burden on the general population of the local general-purpose government. The proposed amendment of the District will allow for a more efficient use of resources. d. The community development services and facilities of the District as amended will not be incompatible with the capacity and use of existing local and regional community development services and facilities. e. The area to be served by the District as amended is amenable to separate special -district government. WHEREFORE, the District respectfully requests the County to do the following: A. Direct its staff to notice, as soon as practicable, a local, public, non -emergency ordinance hearing in accordance with Section 190.046(1)(b) and Chapter 125, Florida Statutes, on the subject of whether to grant this Petition to amend County Ordinance No. 02-61, as previously amended by County Ordinance Nos. 2014-26, 2017-16, 2019-15 and 2019-32, to modify the external boundaries of Fiddler's Creek Community Development District #2 through expansion. B. Grant this Petition and adopt the amendment to Ordinance No. 02-61, as previously amended by County Ordinance Nos. 2014-26, 2017-16, 2019-15 and 2019-32, to modify the boundaries of Fiddler's Creek Community Development District #2 pursuant to Section 190.046(1)(b), Florida Statutes. 2 R SU MISSION TO COUNTY: Elliot Miller, Chair Fiddler's Creek Community Development District #2 j lUo., e� es RESPECTFULLY SUBMITTED AND FILED to Collier County this as day of-Oetober—,2021. Sg OQ7---7 COLEMAN, YOVANOVICH & KOESTER, P.A. Gregory L. Urbancic, Esq. Northern Trust Bank Building 4001 Tamiami Trail North, Suite 300 Naples, Florida 34103 Phone: (239) 435-3535 Facsimile: (239) 435-1218 On behalf of Fiddler's Creek Community Development District #2; GB Hidden Cove, LLC, a Florida limited liability company; and FCC Creek, LLC, a Delaware limited lia lity company X WOODW-ARDrPIRES/& L"OMBARDO, P.A. Anthony P. Pires, Jr., Esq. \ 3200 North Tamiami Trail, Suite Naples, Florida 34103 Phone: (239) 649-6555 Facsimile: (239) 649-7342 On behalf of Fiddler's Creek Community Development District #2 PETITION FOR AMENDMENT EXPANSION OF FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2 EXHIBITS TABLE OF CONTENTS Exhibit A Ordinance No. 02-61 Exhibit A-1 Ordinance No. 2014-26 Exhibit A-2 Ordinance No. 2017-16 Exhibit A-3 Ordinance No. 2019-15 Exhibit A-4 Ordinance No. 2019-32 Exhibit B District Resolution 2021-05 Exhibit C-1 Expansion Land Area 1 Exhibit C-2 Expansion Land Area 2 Exhibit D Map of Expansion Land Exhibit E Metes and Bounds Legal Description of the Existing External Boundaries Exhibit F Modified Metes and Bounds Legal Description Exhibit G Owner's Written Consent Exhibit G-1 Deeds of Record Exhibit H Proposed Timetable for Construction Exhibit I Designation of Presently Contemplated Future General Distribution, Location, and Extent of Public and Private Uses of Land Proposed for Future Land Use Exhibit J Statement of Estimated Regulatory Costs Exhibit K Engineering Review for Expansion of the Fiddler's Creek Community Development District #2 Co Exhibit "A" Ordinance No. 02-61 ORDINANCE NO. 02-fa ti 128.0 AN ORDINANCE ESTABLISHING THE FIDDLER'S CREEK:::--:: ` t �> COMMUNITY DEVELOPMENT DISTRICT NUMBER .2; C�DEC �p f DESCRIBING THE EXTERNAL BOUNDARIES OF DISTRICT; NAMING THE INITIAL MEMBERS OF THEI:— THE--"'. `w t DISTRICT'S BOARD OF SUPERVISORS; NAMING THEE 4 ti .. Yfw„ DISTRICT; PROVIDING FOR CONFLICT AN�rn SEVERABILITY; PROVIDING FOR INCLUSION IN TIIEA CODE OF LAWS AND ORDINANCES; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, DY Land Associates Ltd., has petitioned the Board of County Commissioners (Board) of Collier County, Florida, a political subdivision of the State of Florida, to establish the FIDDLER`S CREEK COMMUNITY DEVELOPMENT DISTRICT # 2 (District); and WHEREAS, the Board of County Commissioners, after proper published notice has conducted a public hearing on the petition and determined the following with respect to the factors to be considered in Section 190.005(1)(e), as required by Section 190.005(2)(c), Florida Statutes: 1. The petition is complete in that it meets the requirements of Sections 190,005 (1)(e)2., and 190.005(2)(a), Florida Statutes, and all statements contained within the petition are true and correct. 2. Establishment of the District on the land proposed in the petition is not inconsistent with any applicable element or portion of the local comprehensive plan of Collier County, known as the Collier County Growth Management Plan, or the State Comprehensive Plan. 3. The proposed area of land within the District is of sufficient size, is sufficiently compact, and is sufficiently contiguous to be developable as one functional interrelated community. 4. The District is the best alternative available for delivering community development services and facilities to the area that will be serviced by the District. 5. The community development services and facilities of the District will not be incompatible with the capacity and uses of existing local and regional community development services and facilities. b. The area that will be served by the District is amenable to separate special -district government; and WHEREAS, it is the policy of this State, as provided for in Section 190.002 (2) (c), Florida Statutes, that the exercise by any independent district of its powers as set forth by uniform general law comply with all applicable governmental laws, rules, regulations, and policies governing planning and permitting of the development to be serviced by the district, to ensure that neither the establishment nor operation of such district is a development order under chapter 380 and that the district so established does not have any zoning or permitting powers governing development; and WHEREAS, Section 190.004 (3), Florida Statutes, provides that all governmental planning, environmental, and land development laws, regulations, and ordinances apply to all development of the land within a community development district. Community development districts do not have the power of a local government to adopt a comprehensive plan, building code, or land development code, as those terms are defined in the Local Government Comprehensive Planning and Land Development Regulation Act. A district shall take no action which is inconsistent with applicable comprehensive plans, ordinances, or regulations of the applicable local general-purpose government; and WHEREAS, pursuant to Section 190.012, Florida Statutes, upon the establishment of the proposed community development district, the District Board of Supervisors will have the right to seek consent from Collier County for the grant of authority to exercise special powers without question as to the continued right, authority and power to exercise its limited powers as established by this Ordinance. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY CONIl1+liSSIONERS OF COLLIER COUNTY, FLORIDA that: SECTION ONE: AUTHORITY FOR ORDINANCE. This Ordinance is adopted pursuant to Section 190.005 (2), Florida Statutes, and applicable provisions of law governing county ordinances. Whereas clauses are deemed to be true and correct and are adopted as additional authority as if fully, and, set forth herein. Lastly, the State created charter for the District is recognized as Sections 190.006 through 109.041, Florida Statutes. SECTION TWO: ESTABLISHMENT OF THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT # 2. The Fiddler's Creek Community Development District #2 is hereby established within the boundaries of the real property described in Exhibit "A" attached hereto and incorporated by reference herein. SECTION THREE: DESIGNATION OF INITIAL BOARD MEMBERS. The following five persons are herewith designated to be the initial members of the Board of Supervisors: 1. Rhea Riegalhaupt 3. Randy Byrnes 6001 Pelican Bay Boulevard, #1206 2587 Half Moan Walk Naples, FL 34108 Naples, FL 34102 2. Arthur Woodward 4, George Schmelzle 1136 Edington Place 1119 Augusta Falls Way Marco Island, FL 34145 Naples, FL 34119-1362 Clifford (Chip) Olson 1020 Goodlette Road, Suite 200 Naples, FL 34102 SECTION FOUR: DISTRICT NAME. The community development district herein established shall henceforth be known as the "Fiddler's Creek Community Development District #2." SECTION FIVE: STATUTORY PROVISIONS GOVERNING DISTRICT. The Fiddler's Creek Community Development District #2 shall be governed by the provisions of Chapter 190, Florida Statutes, and all other applicable general and local law. SECTION SD{: CONSENT TO SPECIAL POWERS. Upon the effective date of this Ordinance, the Fiddler's Creek Community Development District #2 will be duly and legally authorized to exist and exercise all of its general and special powers as limited by law; and has the right to seek consent from the Collier County Board of County Commissioners for the grant of authority to exercise special powers in accordance with Section 190.012(2), Florida Statutes, without question as to the district's continued right, authority and power to exercise its limited powers as established by this Ordinance. The District Board's authority to exercise special powers may include the power to plan, establish, acquire, construct or reconstruct, enlarge or extend, equip, operate, and maintain additional systems and facilities for: (i) parks and facilities for indoor and outdoor recreational, cultural, and educational uses; and (ii) security, including, but not limited to, guardhouses, fences and gates, electronic intrusion -detection systems, and patrol cars, when authorized by proper governmental agencies; except that the District may not exercise any police power, but may contract with the appropriate local general-purpose government agencies for an increased level of such services within the District boundaries; all as authorized and described by Section 190.012 (2)(a) through (d), Florida Statutes. SECTION SEVEN: 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 EIGHT: 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 renumbered or relettered to accomplish such, and the word "ordinance" may be changed to "section," "article," or any other appropriate word. SECTION NINE: 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 1U day of �6aam6cr 2002. 11-t9_0Z , Deputy Clerk Attw K to CMIW IS stoutwe only. Approved as to Form And Legal Sufficiency PATRICK G. WHITE, Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA JAMO N. COLETTA,CHAIRMAN This ordinance filed With the Secretary of State's office the 6LI, day of bon 200� and acknowledgement of that fili g received this �- day of i�r. 7MZ=� ay OcPuty Clarkwy Cwk i Exhibit A S.R. 951 COLDER BOULEVARD FIDDLER'S CREEK COMMUNITY DEVELOPMEN1 , 950 Encore way DISTRICT 2 Phoi Holz" r I of 3 — A, 0 950 Encore Way a Naples, Florida 34110 • Phone: 239.254.2000 • Fax: 239,254.2099 FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2 LEGAL DESCRIPTION: HM PROJECT #1998070 12/4/2002 REF. DWG, #A-1425 PAGE 1 of 7 A PARCEL OF LAND LOCATED IN A PORTION OF SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND A PORTION OF SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, ALL IN COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN S.89055'46"E. ALONG THE NORTH LINE OF SAID SECTION 13, FOR A DISTANCE OF 4,688.27 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF US 41 (TAMIAMI TRAIL) A 200 FOOT RIGHT-OF-WAY; THENCE RUN S.54021'29"E. ALONG THE SOUTHERLY RIGHT-OF-WAY OF SAID US 41, FOR A DISTANCE OF 3,793.58 FEET; THENCE RUN S.35039'17"W., FOR A DISTANCE OF 162.92 FEET; THENCE RUN S.34059'08"W., FOR A DISTANCE OF 37.84 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.60009'23`W., A DISTANCE OF 62.84 FEET THEREFROM; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 62.84 FEET, THROUGH A CENTRAL ANGLE OF 25°46'26", SUBTENDED BY A CHORD OF 28.03 FEET AT A BEARING OF S.42°43'50"W , FOR A DISTANCE OF 28.27 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.34-57'42"E., A DISTANCE OF 227.26 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 227.26 FEET, THROUGH A CENTRAL ANGLE OF 44o48'54", SUBTENDED BY A CHORD OF 173.26 FEET AT A BEARING OF S.32°37'51 "W., FOR A DISTANCE OF 177.75 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 201.23 FEET, THROUGH A CENTRAL ANGLE OF 42°4V03", SUBTENDED BY A CHORD OF 146.47 FEET AT A BEARING OF S.31033'56"W., FOR A DISTANCE OF 149.91 FEET TO THE END OF SAID CURVE; THENCE RUN S.55058'37"W., FOR A DISTANCE OF 21.55 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.63-20'19"W., A DISTANCE OF 150.00 FEET THEREFROM; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 83"4636", SUBTENDED BY A CHORD OF 200.30 FEET AT A BEARING OF S.15°13'37"W., FOR A DISTANCE OF 219.33 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS N.84053'30"W., A DISTANCE OF 195.23 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 195.23 FEET, THROUGH A CENTRAL ANGLE OF 34024'31 ", SUBTENDED BY A CHORD OF 115,49 FEET AT A BEARING OF S.22018'46"W., FOR A DISTANCE OF 117.25 FEET TO A POINT OF REVERSE CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 44051'40", SUBTENDED BY A CHORD OF 152.63 FEET AT A BEARING OF S.17005'11 "W., FOR A DISTANCE OF 156.60 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHERLY, WHOSE RADIUS POINT BEARS S.7903228"W., A DISTANCE OF 86.55 FEET THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 86.55 FEET, THROUGH A CENTRAL ANGLE OF 171048'26", SUBTENDED BY A CHORD OF 172.66 FEET AT A BEARING OF S.83o38'15"W., FOR A DISTANCE OF 259.54 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS S.87040'45"W., A DISTANCE OF 71.65 FEET THEREFROM; THENCE W V 998"99807MCDD DISTRICT 2kCDD2LEGAI DRSMYn0Ndoe Naples • Forl Myers • Venice a Englewood HM PROJECT #1998070 12/4/2002 REF. DWG. #A-1425 PAGE 2of7 RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 71.65 FEET, THROUGH A CENTRAL ANGLE OF 71.17'11 ", SUBTENDED BY A CHORD OF 83.50 FEET AT A BEARING OF S.33019'21 "W., FOR A DISTANCE OF 89.14 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 165.16 FEET, THROUGH A CENTRAL ANGLE OF 46005'12", SUBTENDED BY A CHORD OF 129.30 FEET AT A BEARING OF S.4505512011W., FOR A DISTANCE OF 132.85 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 130.03 FEET, THROUGH A CENTRAL ANGLE OF 25020'31", SUBTENDED BY A CHORD OF 57.05 FEET AT A BEARING OF S.35033'00"W., FOR A DISTANCE OF 57.51 FEET TO A POINT OF REVERSE CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 47.36 FEET, THROUGH A CENTRAL ANGLE OF 99018'24", SUBTENDED BY A CHORD OF 72.19 FEET AT A BEARING OF S.01 °25'57"E., FOR A DISTANCE OF 82.08 FEET TO THE END OF SAID CURVE; THENCE RUN S.40059'55"W., FOR A DISTANCE OF 213.60 FEET; THENCE RUN S.45016'50"W., FOR A DISTANCE OF 431.07 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.55014'36"W., A DISTANCE OF 170.96 FEET THEREFROM; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 170.96 FEET, THROUGH A CENTRAL ANGLE OF 27034'50", SUBTENDED BY A CHORD OF 81.50 FEET AT A BEARING OF N.48°3250"W., FOR A DISTANCE OF 82.29 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, WHOSE RADIUS POINT BEARS N.26°29`54"E., A DISTANCE OF 88.78 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 88.78 FEET, THROUGH A CENTRAL ANGLE OF 43°59'05", SUBTENDED BY A CHORD OF 66.49 FEET AT A BEARING OF N.41 °30'33"W., FOR A DISTANCE OF 68.15 FEET TO A POINT OF COMPOUND CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 58025'12", SUBTENDED BY A CHORD OF 78.08 FEET AT A BEARING OF N.09041'35"E., FOR A DISTANCE OF 81.57 FEET TO A POINT OF COMPOUND CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 177.90 FEET, THROUGH A CENTRAL ANGLE OF 34-50-15", SUBTENDED BY A CHORD OF 106.51 FEET AT A BEARING OF N.56019'19"E., FOR A DISTANCE OF 108.17 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 115.82 FEET, THROUGH A CENTRAL ANGLE OF 111 "08'02", SUBTENDED BY A CHORD OF 191.05 FEET AT A BEARING OF N.18010`25"E., FOR A DISTANCE OF 224.65 FEET TO A POINT OF COMPOUND CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 175.68 FEET, THROUGH A CENTRAL ANGLE OF 50°17'07", SUBTENDED BY A CHORD OF 149.28 FEET AT A BEARING OF N.62032'10"W., FOR A DISTANCE OF 154.18 FEET TO A POINT OF COMPOUND CURVE, CONCAVE SOUTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 149.49 FEET, THROUGH A CENTRAL ANGLE OF 44007'11", SUBTENDED BY A CHORD OF 112.29 FEET AT A BEARING OF S.7001641"W., FOR A DISTANCE OF 115.11 FEET TO A POINT OF COMPOUND CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 173.46 FEET, THROUGH A CENTRAL ANGLE OF 61°40'49", SUBTENDED BY A CHORD OF 177.85 FEET AT A BEARING OF S.17021'41 "W., FOR A DISTANCE OF 186.74 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 128.37 FEET, THROUGH A CENTRAL ANGLE OF 47022'28", WAi998519980701CDD DISTRICT 21CDD2LEGALDESCRIPPION,Joc HM PROJECT #1998070 12/4/2002 REF. DWG. #A-1425 PAGE 3 of 7 SUBTENDED BY A CHORD OF 103.14 FEET AT A BEARING OF S.10°12'30"W., FOR A DISTANCE OF 106.14 FEET TO A POINT OF REVERSE CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 95.40 FEET, THROUGH A CENTRAL ANGLE OF 98°43'38% SUBTENDED BY A CHORD OF 144.78 FEET AT A BEARING OF S.15028'04"E., FOR A DISTANCE OF 164.38 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 38.74 FEET, THROUGH A CENTRAL ANGLE OF 39°38'13", SUBTENDED BY A CHORD OF 26.27 FEET AT A BEARING OF S.45000'47"E., FOR A DISTANCE OF 26.80 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.65020'57"W., A DISTANCE OF 120.54 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.54 FEET, THROUGH A CENTRAL ANGLE OF 93039'08% SUBTENDED BY A CHORD OF 175.82 FEET AT A BEARING OF S.22010'31"W., FOR A DISTANCE OF 197.03 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.20027'17"E., A DISTANCE OF 303.38 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 303.38 FEET, THROUGH A CENTRAL ANGLE OF 22°57'32% SUBTENDED BY A CHORD OF 120.76 FEET AT A BEARING OF S.58003'57"W., FOR A DISTANCE OF 121.57 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, WHOSE RADIUS POINT BEARS S.30°32'4511E., A DISTANCE OF 316.89 FEET THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 316.89 FEET, THROUGH A CENTRAL ANGLE OF 63030'54", SUBTENDED BY A CHORD OF 333.58 FEET AT A BEARING OF S.27041'48"W., FOR A DISTANCE OF 351.29 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 135.33 FEET, THROUGH A CENTRAL ANGLE OF 53031'39", SUBTENDED BY A CHORD OF 121.88 FEET AT A BEARING OF S.22042'1 i "W., FOR A DISTANCE OF 126.43 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 625.88 FEET, THROUGH A CENTRAL ANGLE OF 05048'41", SUBTENDED BY A CHORD OF 63.46 FEET AT A BEARING OF S.46033'39"W., FOR A DISTANCE OF 63.48 FEET TO A POINT OF COMPOUND CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 324.51 FEET, THROUGH A CENTRAL ANGLE OF 10042'18", SUBTENDED BY A CHORD OF 60.54 FEET AT A BEARING OF S.38-18'10"W., FOR A DISTANCE OF 60.63 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 73.50 FEET, THROUGH A CENTRAL ANGLE OF 80004'23", SUBTENDED BY A CHORD OF 94.56 FEET AT A BEARING OF S.72°59'12"W., FOR A DISTANCE OF 102.72 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 174.24 FEET, THROUGH A CENTRAL ANGLE OF 101010'28", SUBTENDED BY A CHORD OF 269.23 FEET AT A BEARING OF S.62026'10"W., FOR A DISTANCE OF 307.68 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.81 FEET, THROUGH A CENTRAL ANGLE OF 56016'10", SUBTENDED BY A CHORD OF 189.38 FEET AT A BEARING OF S.39°59'01"W., FOR A DISTANCE OF 197.21 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 196.68 FEET, THROUGH A CENTRAL ANGLE OF 37-5519", SUBTENDED BY A CHORD OF 127.81 FEET AT A BEARING OF S.49009'27"W., FOR A DISTANCE OF 130.17 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE WA1998ll9980701CDb DISTRICT MDM-EGALDESCRIPTION.doc HM PROJECT #1998070 12/412002 REF. DWG. #A-1425 PAGE 4 of 7 ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 51.18 FEET, THROUGH A CENTRAL ANGLE OF 22053'59", SUBTENDED BY A CHORD OF 20.32 FEET AT A BEARING OF S.41 °38'47"W., FOR A DISTANCE OF 20.46 FEET TO A POINT OF REVERSE CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 141.52 FEET, THROUGH A CENTRAL ANGLE OF 8001 V31 ", SUBTENDED BY A CHORD OF 182.30 FEET AT A BEARING OF S.13000'01"W., FOR A DISTANCE OF 198.07 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY, WHOSE RADIUS POINT BEARS S.62°57'42"W., A DISTANCE OF 221.41 FEET THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 221.41 FEET, THROUGH A CENTRAL ANGLE OF 10010,21", SUBTENDED BY A CHORD OF 39.26 FEET AT A BEARING OF S.21 °5T07"E., FOR A DISTANCE OF 39.31 FEET; THENCE RUN N.77046'12"W., FOR A DISTANCE OF 239.43 FEET; THENCE RUN N.88051'53"W., FOR A DISTANCE OF 636.47 FEET; THENCE RUN S.45°53'28"W., FOR A DISTANCE OF 58.20 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS S.66002'35"W., A DISTANCE OF 150.00 FEET THEREFROM; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 119-47'34", SUBTENDED BY A CHORD OF 259.54 FEET AT A BEARING OF S.35°56'21 "W., FOR A DISTANCE OF 313.62 FEET TO THE END OF SAID CURVE; THENCE RUN S.07°24'26"E., FOR A DISTANCE OF 32.73 FEET; THENCE RUN N.71°08'30"W., FOR A DISTANCE OF 278.51 FEET; THENCE RUN N.49°32'33"W., FOR A DISTANCE OF 115.86 FEET; THENCE RUN N.73-21'57"W., FOR A DISTANCE OF 121.18 FEET; THENCE RUN N.47048'15"W., FOR A DISTANCE OF 115.86 FEET; THENCE RUN N.62056'36"W., FOR A DISTANCE OF 260.80 FEET; THENCE RUN S.67049'42"W., FOR A DISTANCE OF 55.38 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.70°23'14"W., A DISTANCE OF 60.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 29°3316% SUBTENDED BY A CHORD OF 30.61 FEET AT A BEARING OF N.34°23'24"W., FOR A DISTANCE OF 30.95 FEET TO THE END OF SAID CURVE; THENCE RUN N.49010'02"W., FOR A DISTANCE OF 79.40 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 220.00 FEET, THROUGH A CENTRAL ANGLE OF 16047'51", SUBTENDED BY A CHORD OF 64.27 FEET AT A BEARING OF N.40046'06"W., FOR A DISTANCE OF 64.50 FEET TO A POINT OF COMPOUND CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 45048-11 ", SUBTENDED BY A CHORD OF 23.35 FEET AT A BEARING OF N.09°28'05"W., FOR A DISTANCE OF 23.98 FEET TO THE END OF SAID CURVE; THENCE RUN N.13026'00"E., FOR A DISTANCE OF 25.35 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 134011-52", SUBTENDED BY A CHORD OF 175.02 FEET AT A BEARING OF N.53°39'55"W., FOR A DISTANCE OF 222.51 FEET TO THE END OF SAID CURVE; THENCE RUN S.59014'09"W., FOR A DISTANCE OF 95.48 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 155.00 FEET, THROUGH A CENTRAL ANGLE OF 70001'59", SUBTENDED BY A CHORD OF 177.88 FEET AT A BEARING OF N.85°44'52"W FOR A DISTANCE OF 189.46 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 36°36'21 ", SUBTENDED BY A CHORD OF 163.30 FEET AT A BEARING OF N.69°02'03"W., FOR A DISTANCE OF 166.11 FEET TO THE END OF SAID WA1998119980MCDD DISTRICT 25CDD2LEGALPFSCI lM0N.do HM PROJECT #1998070 12/4/2002 REF. DWG. #A-1425 PAGE 5 of 7 CURVE; THENCE RUN N.87°20'14"W., FOR A DISTANCE OF 76.56 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 80017'08", SUBTENDED BY A CHORD OF 38.68 FEET AT A BEARING OF N.47011'40"W., FOR A DISTANCE OF 42.04 FEET TO THE END OF SAID CURVE; THENCE RUN N.07-03'06"W., FOR A DISTANCE OF 61.34 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 62031'37", SUBTENDED BY A CHORD OF 62.28 FEET AT A BEARING OF N.38018'54"W., FOR A DISTANCE OF 65.48 FEET TO THE END OF SAID CURVE; THENCE RUN N.69034'43"W., FOR A DISTANCE OF 43.13 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 116-44`05", SUBTENDED BY A CHORD OF 170.29 FEET AT A BEARING OF S.5200315"W., FOR A DISTANCE OF 203.74 FEET TO THE END OF SAID CURVE; THENCE RUN N.55053'04"W., FOR A DISTANCE OF 315.24 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS N.23050'44"W., A DISTANCE OF 70.00 FEET THEREFROM; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 47056'15", SUBTENDED BY A CHORD OF 56.87 FEET AT A BEARING OF N.42011'08"E., FOR A DISTANCE OF 58.57 FEET TO A POINT OF COMPOUND CURVE, CONCAVE WESTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 170.00 FEET, THROUGH A CENTRAL ANGLE OF 46°13'15", SUBTENDED BY A CHORD OF 133.45 FEET AT A BEARING OF N.04°53'37"W., FOR A DISTANCE OF 137.14 FEET TO THE END OF SAID CURVE; THENCE RUN N.28000'14"W., FOR A DISTANCE OF 88.72 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 60036'36", SUBTENDED BY A CHORD OF 252.30 FEET AT A BEARING OF N.58018'32"W., FOR A DISTANCE OF 264.46 FEET TO THE END OF SAID CURVE; THENCE RUN N.88036'51"W., FOR A DISTANCE OF 147.41 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 103058'48", SUBTENDED BY A CHORD OF 94.55 FEET AT A BEARING OF S.39°23'46"W., FOR A DISTANCE OF 108.89 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 35043'08", SUBTENDED BY A CHORD OF 122.67 FEET AT A BEARING OF S.051556"W., FOR A DISTANCE OF 124.68 FEET TO A POINT OF REVERSE CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 47059'49", SUBTENDED BY A CHORD OF 109.81 FEET AT A BEARING OF S.00°52'24"E., FOR A DISTANCE OF 113.09 FEET TO THE END OF SAID CURVE; THENCE RUN S.24°52'19"E., FOR A DISTANCE OF 39.34 FEET; THENCE RUN S.89040'18"W., FOR A DISTANCE OF 193.51 FEET; THENCE RUN N.13018'01 "E., FOR A DISTANCE OF 14.29 FEET; THENCE RUN N.74011'31 "W., FOR A DISTANCE OF 69.02 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 77.11-31 ", SUBTENDED BY A CHORD OF 249.53 FEET AT A BEARING OF N.35035'46"W., FOR A DISTANCE OF 269.45 FEET TO THE END OF SAID CURVE; THENCE RUN N.03000'00"E., FOR A DISTANCE OF 60.69 WA19981I9980701CDD DISTRICI' 21CDD2LEGALPESCRIMON.doo HM PROJECT #1998070 12/4/2002 REF. DWG. #A-1425 PAGE 6 of 7 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL ANGLE OF 91-3T44", SUBTENDED BY A CHORD OF 50.20 FEET AT A BEARING OF N.42048'52"W., FOR A DISTANCE OF 55.97 FEET TO THE END OF SAID CURVE; THENCE RUN N.88037'44"W., FOR A DISTANCE OF 109.05 FEET; THENCE RUN S.84057'36"W., FOR A DISTANCE OF 58.87 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 109047'15", SUBTENDED BY A CHORD OF 73.63 FEET AT A BEARING OF S.30003'58"W., FOR A DISTANCE OF 86.23 FEET TO THE END OF SAID CURVE; THENCE RUN S.24049'40"E,, FOR A DISTANCE OF 92.45 FEET; THENCE RUN S.19045'17"E., FOR A DISTANCE OF 120.70 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 37039'13", SUBTENDED BY A CHORD OF 12.91 FEET AT A BEARING OF S.00055'41 "E., FOR A DISTANCE OF 13.14 FEET TO THE END OF SAID; THENCE RUN S.17053'56"W., FOR A DISTANCE OF 49.67 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 70.28'21 ", SUBTENDED BY A CHORD OF 92.31 FEET AT A BEARING OF S.1702015"E., FOR A DISTANCE OF 98.40 FEET TO THE END OF SAID CURVE; THENCE RUN S.52034'25"E., FOR A DISTANCE OF 25.66 FEET; THENCE RUN S.77039'49"W., FOR A DISTANCE OF 931.61 FEET; THENCE RUN N.00025'58"W., FOR A DISTANCE OF 2,870.69 FEET; THENCE RUN N.26°57'22"W., FOR A DISTANCE OF 100.00 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.26057'22"W., A DISTANCE OF 709.89 FEET THEREFROM; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 15023'22", SUBTENDED BY A CHORD OF 190.10 FEET AT A BEARING OF S.70°44'19"W., FOR A DISTANCE OF 190.68 FEET TO THE END OF SAID CURVE AND TO A POINT ON THE WEST LINE OF SAID SECTION 13; THENCE RUN N.00026'31"W. ALONG THE WEST LINE OF SAID SECTION 13, FOR A DISTANCE OF 495.62 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH ONE QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE RUN N.88020'44"W. ALONG THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF 692.50 FEET; THENCE RUN N.52052'01 "W., FOR A DISTANCE OF 173.23 FEET; THENCE RUN S.37007'59"W., FOR A DISTANCE OF 123.46 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14; THENCE RUN N.88'20'44"W. ALONG THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF 2,557.19 FEET TO A POINT ON THE WEST LINE OF THE EAST ONE HALF, OF THE NORTHEAST ONE QUARTER, OF THE NORTHWEST ONE QUARTER OF SAID SECTION 14; THENCE RUN N.00'02'07"E. ALONG THE WEST LINE OF THE EAST ONE HALF, OF THE NORTHEAST ONE QUARTER, OF THE NORTHWEST ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF 1,389.88 FEET TO A POINT ON THE SOUTH LINE OF SECTION 11, TOWNSHIP 51 S., RANGE 26 E. COLLIER COUNTY FLORIDA; THENCE RUN N.88°05'43"W. ALONG THE SOUTH LINE OF SAID SECTION 11, FOR A DISTANCE OF 590.35 FEET; THENCE RUN N.01043'02"E., FOR A DISTANCE OF 1,493.79 FEET; THENCE RUN S.88009'55"E., FOR A DISTANCE OF 1,274.00 FEET; THENCE RUN S.88°09'46"E., FOR A DISTANCE OF 1374.52 FEET TO A POINT ON THE WEST LINE OF THE EAST ONE HALF OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 11; THENCE RUN N.01013'54"E. ALONG THE WEST LINE OF EAST ONE HALF OF THE SOUTHEAST ONE QUARTER AND ALONG THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE NORTHEAST ONE QUARTER OF SAID SECTION 11, FOR A DISTANCE OF 1,860.10 FEET; W:11998N1998070%CDD DISTRICT 2lCDD21-EGALDESCR€PTI0N.doc HM PROJECT #1998070 12/4/2002 REF. DWG. #A-1425 PAGE 7 of 7 THENCE RUN S.88046'12"E., FOR A DISTANCE OF 518.33 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS N.88°32'40"E., A DISTANCE OF 350.00 FEET THEREFROM; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 37005" 1 ", SUBTENDED BY A CHORD OF 222.61 FEET AT A BEARING OF N.17005" 6"E., FOR A DISTANCE OF 226.55 FEET TO THE END OF SAID CURVE; THENCE RUN N.35°37'51 "E., FOR A DISTANCE OF 214.87 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID US 41; THENCE RUN S.54021'53"E. ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID US 41, FOR A DISTANCE OF 807.97 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 11; THENCE RUN S.01°00'06"W. ALONG THE EAST LINE OF SAID SECTION 11, FOR A DISTANCE OF 3,308.61 FEET, TO THE POINT OF BEGINNING; CONTAINING OR 1,009.700 ACRES, MORE OR LESS. LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10.906 ACRES, MORE OR LESS. WA1998U9980701CDD DISTRICT 21CDD2LEGALDESCRSPTI0N.doo z --WM'FM I i i W .s_.._._._._._...._._._......... 3 of 3 OCT 03 '02 11:27AM Y V & V P.13/13 1 Ina It � i ip I j t 1 b 43 . �.� �, N€ i� E I on, r! J �iaru'.iE i iE s�'.'1'. f M a a 1� 1; 0i , Eli Z --MWE 7 a :r Vt ub LL 0. re*j yi N ,r r ! HAMM-i o: Ir:'tlr��E. LLJ 0 z r 9 A STATE OF FLORIDA) COUNTY OF COLLIER) I, DWIGHT E. BROCK, Clerk of Courts in and for the Twentieth Judicial Circuit, Collier County, Florida, do hereby certify that the foregoing is a true copy of: ORDINANCE NO. 2002-61 Which was adopted by the Board of County Commissioners on the 19th day of November, 2002, during Regular Session. WITNESS my hand and the official seal of the Board of County Commissioners of Collier County, Florida, this 20th day of November, 2002. DWIGHT E. BROCK Clerk of Courts and Clerk Ex-officio to Board of County,,Coal ssioners rk Ae --ik" ale.' Exhibit "A-1" Ordinance No. 2014-26 ORDINANCE NO. 14- 2, AN ORDINANCE AMENDING ORDINANCE NO. 02-61, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT NUMBER 2; AMENDING THE DISTRICT BY EXPANDING THE EXTERNAL BOUNDARIES, INCREASING THE DISTRICT FROM 998.79 ACRES TO 1,068.09 ACRES, OR 69.30 ADDITIONAL ACRES; PROVIDING AUTHORIZATION FOR THE EXERCISE OF SPECIAL POWERS REGARDING PARKS AND FACILITIES OR INDOOR AND OUTDOOR RECREATIONAL, CULTURAL AND EDUCATIONAL USES AND SECURITY; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on November 19, 2002, the Board of County Commissioners (Board) adopted Ordinance No. 2002-61 establishing the Fiddler's Creek Community Development District Number 2 (District), as a community development district within the meaning of Chapter 190, Florida Statutes; and WHEREAS, the original boundaries set forth in Ordinance 2002- 61 established boundaries resulting in 998.79 acres; and WHEREAS, DY Land Associates, Ltd., (Petitioner), has petitioned the Board to annex an additional 69.30 +1- acres as authorized by Section 190.046(l ), Florida Statutes, which would result in a total acreage of 1,068,09 acres; and WHEREAS, Petitioner has also petitioned the County to grant authority to exercise special powers in accordance with Section 190,012(2), Florida Statues, including the power to provide for parks and facilities for indoor and outdoor recreational, cultural, and educational uses, as well as for security; and WHEREAS, the Board considered the Petition at a duly noticed public hearing. WHEREAS, upon consideration of the Petition, the Board determined the following: 1. The statements made within the Petition are true and correct. 2. Amending the Ordinance is not inconsistent with any applicable element or portion of the comprehensive plan. 3. The land within the District continues to be of sufficient size, to be sufficiently compact, and to be sufficiently contiguous to be developable as a functionally interrelated community, 4. The Amendment will not expand the district greater than 50 percent of the land in the initial district, and in no event greater than 500 acres on a cumulative net basis. 5. The District continues to be the best alternative available for delivering community development services and facilities to the area service by the District. 6. The services and facilities of the District will continue to not be incompatible with the capacity and uses of any existing local and regional community development services and facilities. 7, The area to be served by the District remains amenable to separate special -district governance; and WHEREAS, the Board finds that Petitioner has otherwise satisfied all requirements set forth in Section 190.046, Florida Statutes, and recommends approval of the expansion powers based on the contents of the petition; and WHEREAS, the Board also acknowledges the District's desire to exercise the special powers set forth in Section 190.012(2)(a) and (d), Florida Statutes, and that the improvements and additions will be funded solely from the District's budget. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: SECTION ONE: AMENDMENT OF ORDINANCE NO.02-61, The original legal description of the District described in Exhibit A, is hereby superseded and replaced by the legal description of the District described in Exhibit B, to reflect the expansion of the District. SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT. The external boundaries of the District encompass 1,068.09 acres of land, more or less, as described in Exhibit B. SECTION THREE: AUTHORIZATION TO EXERCISE SPECIAL POWERS. The Board hereby consents to the exercise by the Board of Supervisors of the District of the special powers set forth in Section 190.012(2)(a) and (d), Florida Statutes, to plan establish, acquire, construct or reconstruct, enlarge or extend, equip, operate, and maintain additional systems and facilities for parcels and facilities for indoor and outdoor recreational, cultural, and education uses and security, including, but not limited to, guardhouses, fences and gates, electronic intrusion detection systems, and patrol cars, as authorized by proper governmental agencies, provided however that the District may not exercise any police power, but may contract with the appropriate local general purpose government agencies for an increased level of such services within the District boundaries. SECTION FOUR: 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 o 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 FIVE: INCLUSION IN THE CODE OF LAWS AND ORDINANCES. The provisions of this Ordinance shall become and be made a part of the Code of Laws and Ordinance of Collier County, Florida. The sections of the Ordinances may be renumbered or relettered to accomplish such, and the word "ordinance" may be changed to "section," "article," or any other appropriate word. SECTION SIX: 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 -c� W'h day of — T(kr) el _ 2414. ATTEST: DWIGHT E. BROCK; CLERK By: FIE C17 6��awrk At#es_ Approved O U" legality: milyR. Pepin Assistant Coun y At omey 4 BOARD OF COUNTY COMMISSIONERS This ordinance filed with the 3Se ary of S�t fjfti�e�tf,� daay of and acknowledgerne t AtIthat flllw received lhis , day ot 6y I]e ty C�a EXhihit A P a S.R� 1 COWER SOULEVAR,D FIDDLER-'S CREEK COMMUNITY DEVELOPMENT 930 Enaare way fWSTRICT 2 a a ms Exhibit B A PARCEL OF LAND LOCATED IN A PORTION OF SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 28 EAST, AND A PORTION OF SECTION 10, TOWNSHIP 51 SOUTH, RANGE 27 EAST, ALL IN COLLIER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 13, TOWNSFOP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORMA, THENCE RUN 5.89-55AVE. ALONG THE NORTH LINE OF SAID SECTION 13, FOR A DISTANCE OF 4,888.27 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF US 41 (TAMIAMI TRAIL) A 2D0 FOOT RIGHT-OF•WAY; THENCE RUN S.547170'ri. ALONG THE SOUTHERLY RIGHT-OF-WAY OF SAID US 41, FOR A DISTANCE OF 9,793.58 FEET; THENCE RUN S.35-3FITW„ FOR A DISTANCE OF 107.40 FEET TO A POINT ON A CIRCULAR CURVE, CONICAVE WESTERLY WHOSE RADIUS POINT BEARS S.44'05'24V, THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66'2Z03', SUBTENDED BY A CHORD OF 383.13 FEET AT A BEARING OF S.12'43'35'E, FCR A DISTANCE OF 403,42 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHEASTERLY: THENCE RUN SOUTHEASTERLY, ALONG 7HE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 150.D0 FEET, THROUGH A CENTRAL ANGLE OF 11M710", SUBTENDED BY A CHORD OF 246.44 FEET- A I A BEARING OF S.34'45'28"E., FOR A DISTANCE OF 289.19 FEET TO THE END OF SAID CURVE; THENCE RUN N.89'59'37"Ir, FOR A DISTANCE OF 58,44 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN NO.RTHFASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.0D FEET, THROUGH A CENTRAL. ANGLE OF 52.30'17, SUBTENDED BY A CHORD OF 17.69 FEET AT A BEARING OF N.63'44'26"E., FOR A DISTANCE OF %33 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAIO CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34", SUBTENDED BY A CHORD OF 24.82 FEET AT A BEARING OF N.44.5V37'E., FOR A DISTANCE OF 24.80 FEET TO A POINT OF REVERS$ CURVE, CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 2D,00 FEET, THROUGH A CENTRAL ANGLE OF 52-30'17", SUBTENDED BY A CHORD OF 17.69 FEET AT A BEARING OF N.2V14'45"E., FOR A DISTANCE OF 18.33 FEET TO THE END OF SW D CURVE; THENCE RUN m.89'S$'37"E„ FOR A DISTANCE OF 100.D0 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY; WHOSE RADIUS POiNf SEARS N,89'6V37 E., THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52.3017", SUBTENDED eY A CHORD OF 17,89 FEET AT A BEARING OF S.2Wl5'32" E, FOR A DISTANCE OF 18.33 FEET TO A POINT OF REVERSE: CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF IM34", SUBTENDED BY A CHORD OF 24.82 FEET AT A BEARING OF SA5.0073"E., FOR A DISTANCE OF 24.69 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'11", SUBTENDED BY A CHORD OF 17.60 FEET AT A BEARING OF S.63'4511" E-, FOR A DISTANCE OF 18.33 FEET TO THE END OF SAI ❑ CURVE; THENCE RUN S.00'00'23'E., FOR A DISTANCE OF 130.00 FEET; THENCE RUN N.89.593T'E., FOR A DISTANCE OF 113,79 FEET; THENCE RUN S.DT0023'E., FOR A DISTANCE OF 150.36 FEET TO THE 8EGINN14G OF A TANGENTIAL CIRCULAR CURVE, CONCAVE WEMRLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 29'3913', SUBTENDED BY A CHORD OF 163.77 FEET AT A BEARING OF 8.14.48'13"W., FCR A DISTANCE OF 165.62 FEET TO A POINT OF COMPOUNO CURVE CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18.33'35', SUBTENDED BY A CHORD OF 384.82 FEET AT A BEARING OF S.3B'S7'08"W., FOR A DISTANCE OF 386.52 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S.15'24'12'W„ THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE.RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38", SUBTENDED BY A CHORD OF 44,77 FEET A7 A BEARING OF &44'45'59"E., FOR A DISTANCE OF 45,86 FEET TOA POINT OF REVERSE CURVE, CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 16'36'25', SUBTENDED BY A CHORD OF 20.P7 FEET AT A BEARING OF S.24'15'23"E_, FOR A DISTANCE Of 20.36 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT", HAVING A RADIUS OF 45A0 FEET, THROUGH A CENTRAL ANGLE OF 61-46.37", SUBTENDED BY A CHORD OF 45.20 FEEL' AI A 8EARTN0 OF S.02.41'1 TE., F D R A DISTANCE Or 48.52 FEET TO THE END OF SAID CURVE; THENCE RUN S.28'12'02"W., FOR A DISTANCE OF 70.46 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN SOVTHI;RLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, TH2GUGH A CENTRAL ANGLE OF 26'33-16', SUBTENDED BY A CHORD OF 137,80 FEET AT A 8EARING OF 5.1455'24"W„ FOR A DISTANCE OF 139.04 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHWESTERLY; THENCZ RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAYING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74°1747", SUBTENDED BY A CHORD OF 362.47 FEET AT A BEARING OF S.38*4F41YW„ FOR A DISTANCE OF 389,19 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE 70 THE LEFT, HAVING A RADIUS OF 300.00 ; EET, THROUGH A CENTRAL ANGLE CF 85-5F55", SUBTENDED BY A CHORD OF 409.13 FEET AT A SEARING OF S.326VD61N., FOR A DISTANCE OF 45430 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111.49'56', SUBTENDED BY A CHORD OF 74.64 FEET AT A BEARJNG OF 5.45'54'37W., FOR A DISTANCE OF 97.83 FEET TO THE END OF SAID CURVE; THENCE RUN N,78'10125"W., FOR A DISTANCE OF 194.68 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.QO FEET, THROUGH A CENTRAL ANGLE OF I',6'41'28', SUBTENDED BY A CHORD flF 76.81 FEET AT A SEARING OF N.19'49'41'W., FOR A DISTANCE OF 81.65 FEET TO THE END OF SAID CURVE; THENCE RUN N.36°3VOTE., FORA DISTANCE OF 111.08 FEET; THENCE RUN N.61'2S'67"W„ FORA DISTANCE OF 105,27 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY; WHOSE RADIUS POINT BEARS N. VIV14'W., THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SWD CURVE TO THE RIGHT, HAVING A RADIUS OF MS.00 FEET, T14ROUGH A CENTRAL ANGLE OF 75'57'07", SUBTENDED BY A CHORD OF 449,13 FEET AT A BEARING OF S,76'42'20"W., FOR A cw.nuwrr+rnolow= DvotA" Y: o-R-w x DISTANCE OF 463.85 FEET TO A POINT OF COMPOIJND CURVE CONCAVE WESTERLY; V*fOSE RADIUS POINT BEARS S.53'08'27 W , THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE. RIGHT, HAVING A RADIUS OF 45,00 FEET, THROUGH A CENTRAL ANGLE OF 107*40'34', SUBTENDED BY A CHORD OF 7Lfi8 FEET AT A BEARING OF S.16'S8'44" h., FOR A DISTANCE OF 84,17 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; WHOSE RADIUS POINT BEARS 5.18'51'32"E, THEREFROMTHENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 74.4T05", 5USTENDED BY A CHORD OF 315,54 FEET AT A BEARING OF S.33.46'55'W., FOR A DISTANCE OF 339.06 FEET TO THE END OF SAID CURVE; THENCE PUN S.03'34'37E, FOR A DISTANCE OF 87.88 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO 711E RIGHT, HAVING A RADIUS OF 725.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47 SUBTENDED BY A CHORD OF 330.79 FEET AT A BEARING OF 6,43'44.16-K, FOR A DISTANCE OF 371.61 FEET TO THE END OF SAID CURVE; THENCE RUN H.88'69'80'W., FOR A DISTANCE OF 322,37 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHFRLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 2&5.00 FEET, THROUGH A CENTRAL ANGLE OF 18-35.1 C', SUBTENDED BY A CHORD OF nQ5 FEET AT A BEARING OF N.79'39'15'W., FOR A DISTANCE OF 0145 FEEL' TO THE END OF SAID CURVE; THENCE RUN N.88'56'39'W., FOR A DISTANCE OF 664.33 FEET; THENCE RUN N.88.56'39w., FOR A DISTANCE OF 164.75 FEET TO THE BEGINNING OF A TANGENTIAL. CIRCULAR CURVE, CONCAVE SOUTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIU5 OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 34°37'1V, SUBTENQED BY A CHORD OF 47.61 FEET AT A BEARING OF S.7344'42'W., FOR A DISTANCE OF 46.34 FEET TO A POINT OF COMPOUND CURVE CONCAVE EASTERLY; WHOSE RADIUS P01NT BEARS S.65'5V36'E, THEREFROM; THENCE RUN SOUTHERLY, ALONG'ME ARC OF STUD CURVE TO THE LEFT, HAVING A RADIUS OF 141,52 FEET, THROUGH A CENTRAL ANGLE OF 50'15b7', SUBTENDED BY A CHORD OF 120.18 FEET AT A BEARING OF S.pi'58'1 VE., FOR A DZTANCE OF 124.12 FEET TO A POINT OF REVERSE CURVE. CONCAVE 1h+MSTERLY WHOSE RADIUS POINT BEARS S.62'57'42'1N., THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 221.41 FEET, THROUGH A CENTRAL ANGLE OF 10'1021", SUBTENDED BY A CHORD OF 39.26 FEET AT A BEARING OF S.2i'S7"07'Ei., FOR A DISTANCE OF 39.31 FEET TO A POINT OF CUSP; THENCE RUN N.77.46'12'W„ FOR A DISTANCE OF 239.43 FEET, THENCE. RUN N,88.51'53'W., FOR A DISTANCE OF 036,47 FEET; THENCE RUN 8.45'5328'W., FOR A DISTANCE OF 5920 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT SEARS 5.66°02'35'W., A DISTANCE OF 150.00 FEET THEREFROM; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150,00 FEET, THROUGH A CENTRAL ANGLE OF 119'47'34", SUBTENDED BY A CHORD OF 759.64 FEET AT A BEARING OF S.35'56'21' W., FOR A DISTANCE OF 313.62 FEET TO TIHE END OF SAID CURVE; THENCE RUN 5.071242fi E„ FOR A DISTANCE OF 32.73 FEET; THENCE RUN N.71'08'3U"W., FOR A DISTANCE OF 2M51 FEET; THENCE RUN N.49'3213'W., FOR A DE9TANCE OF 115.66 FEET; THENCE RUN N.7321'57'W„ FOR A DISTANCE OF 121.15 FEET, THENCE RUN N,47-46-15'W„ FOR A DISTANCE. OF 115.86 FEET; THENCE RUN 4.62.5636'W., FOR A DISTANCE OF 2$0.50 FEET; THENCE RUN S.57'49'42 W„ FOR A DISTANCE OF 55.33 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.70'23'14'W., A DISTANCE OF S0.00 ,%1 rNrrvornw.wl o%TXALL-&1a FEET THEREFROM; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF BO.00 FEET, THROUGH A CENTRAL ANGLE OF 29'33'15% SUBTENDED BY A CHORD OF 30.51 FEET AT A BEARING OF W3423124'W., FOR A DISTANCE OF 30.95 FEET TO THE END OF SAID CURVE; THENCE RUN KAV1702"W., FOR A DISTANCE OF 79.40 FEET TO THE BEGINNING OP A TANGENTIAL CIRCULAR CURVE CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 220.00 FEET, THROUGH A CENTRAL ANGLE OF 15'47'S1', SUBTENDED BY A CHORD OF 64.27 FEET AT A SEARING OF N,40'46'06"W., FOR A DISTANCE OF 64.50 FEET TO A POINT OF COMPOUND CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY, ALONQ THE ARC OF SAID CURVE TO THE RIGHT, HAVI NG A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 4548'11 % SUBTENDED BY A CHORD OF 23.36 FEET AT A 8EARING OF N.09'28'05'W., FOR A DISTANCE OF 23.98 FEET TO THE END OF SAID CURVE; THENCE RUN N.13'2G00"E, FOR A DISTANCE OF 25.35 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 85.00 FEET, THROUGH A CENTRAL ANGLE OF 134'11'6Z . SUBTENDED BY A CHORD OF 175.02 FEET AT A BEARING OF N.53'39'55`W., FOR A DISTANCE OF 222.51 FEET TO THE ENO OF SAID CURVE; THENCE RUN S,58'14'09'W., FOR A DISTANCE OF 95.43 Ftt l TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERLY ALONG THE ARC OF SAD CURVE TO 1'HE RIGHT, HAVING A RADIUS OF 386.00 FEET, THROUGH A CENTRAL ANQLE OF 70'01'59', 6UBTENDED BY A CHORD OF 177.88 FEET AT A BEARING OF N.85'44'52"W., FOR A DISTANCE OF 189A6 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAJD CURVE TO THE LEFT, HAVING A RADIUS OF 260A0 FEET, THROUGH A CENTRAL ANGLE OF 3VW21", SUBTENDED BY A CHORD OF 163.30 FEET AT A BEARING OF N.69'02'03W., FOR A DISTANCE OF 168.11 FEET TO THE ENO OF SAIO CURVE; THENCE RUN N.67.20'i4'W., FOR A DISTANCE OF 70.56 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAIO CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 80.ITOB", SUBTENDED BY A CHORD OF 38.68 FEET AT A BEARING OF N.47'11'40'W., FOR A DISTANCE OF 42.04 FEET TO THE END OF SAID CURVE; THENCE RUN N.07'03W`W., FOR A DISTANCE OF 61.34 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A, RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 62.31'37', SUBTENDED BY A CHORD OF 52.28 FEET AT A BEARING OF N.30'18'64°W., FOR A DISTANCE OF 65.48 FEET TO THE END OF SAD CURVE; THENCE RUN N.6B'3443W., FOR A DISTANCE OF 43.13 FEET TO THE BEGINNING OF A TANGENTIAL, CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 1164AW", SUBTENDED BY A CHORD OF 170.29 FEET AT A BEARING OF S.52'03'1 E'W., FOR A DISTANCE OF 203.74 FEET TO THE END OF SAID CURVE; THENCE: RUN N.55'63'04'W., FOR A DISTANCE 315.24 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT SEARS 14,23'W44W, A DISTANCE OF 70.00 FEET THEREFROM; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 70,00 FEET, THROUGH A CENTRAL ANGLE OF 47'SR15', SUBTENDED BY A CHORD OF 58,87 FEET AT A BEARING OF N.42.11'OB'E, FOR A DISTANCE OF 38.57 FEET TO A POINT OF COMPOUND CURVE, CONCAVE G .�rqK.➢� MRAL 3. 10.14" 4 WESTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 17G.0D FEET, THROUGH A CENTRAL ANGLE OF46-13'1F", SUBTENDED BY A CHORD OF 133.45 FEET AT A BEARING OF N,04.53'3M., FOR A DISTANCE OF 137.14 FEET TO THE END OF SAID CURVE} THENCE RUN N.28'00'14`W., FOR A DISTANCE OF 88,72 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 60'30'36", SUBTENDED BY A CHORD OF 257-30 FEET AT A BEARING OF N.68'18'32'W., FOR A DISTANCE OF 264.46 FEET TO THE END OF SAID CURVE; THENCE RUN N.85'W61' W., FOR A DISTANCE OF 147.41 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY. THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 103'58'48', SUBTENDED BY A CHORD OF 94.55 FEET AT A BEARING OF 5.3E 23'46'W., FOR A DISTANCE OF 108.89 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTEERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200,00 FEET, THROUGH A CENTRAL ANGLE OF 35'00B", SUBTENDED BY A CHORD OF 122.67 FEET AT A BEARING OF 5.05'15'58'W., FOR A DISTANCE OF 124.68 FEET TO A POINT OF REVERSE CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVETO THE LEFT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 47-5749', SUBTENDED BY A CHORD OF 109.81 FEET AT A BEARING OF S.04.52'Y4'E., FOR A DISTANCE OF 113.09 FEi T 70 THE ENO OF W0 CARVE; THENCE RUN &24.52'19" E., FOR A DISTANCE OF 39.34 FEET; THENCE RUN S.B9°40'1M., FOR A Di STANCE OF 193,61 FEET; THENCE RUN N.13*1B'D1"E., FOR A DISTANCE OF 14.20 FEET; THENCE RUN N, 74 1111 M1 , FOR A DISTANCE OF 69.02 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.U0 FEET, THROUGH A CENTRAL ANGLE OF 77.11'31", SUBTENDED BY A CHORD OF 249.53 FEET AT A BEARING OF N,35'3648'W., FOR A DISTANCE OF 269.45 FEET TO THE END OF SAID CURVE; THENCE RUN N.03.0900"E , FOR A DISTANCE OF $0.69 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL ANGLE OF 91.3T"44", SUBTENDED BY A CHORD OF 50.20 FEET AT A BEARINGS OF N_4r48'52'W., FOR A DISTANCE OF 56.97 FEET TO THE END OF &NO CURVE; THENCE RUN N.88'3r44'W., FOR A DISTANCE: OF 109.05 FEET; THENCE RUN S_84'57W-W., FOR A DISTANCE OF 58.87 FEET TO THE BEGINNING OF A TANGENTTAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RJN SOUTHWESTERLY ALONG THE ARC OF SAD CURVE TO THE LEFT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 109.47'15', SUBTENDED BYA CHORD OF 73.63 FEETAT A BEARING OF S.80'03'58"W„ FOR A DISTANCE OF 86.23 FEET TO THE ENO OF SAID CURVE; THENCE RUN S.24'49'40"E., FOR A DISTANCE OF 92.45 FEET; THENCE RUN 5.19'45'1T"E., FOR A DISTANCE OF 120.70 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 20.DO FEET, THROUGH A CENTRAL ANGLE OF 37*39'13*, SUBTENDED BY A CHORD OF 12.91 FEET AT A BEAR [NO OF 5,0D'5T4VE, FOR A DE STANCE OF 13,14 FEET TO THE END OF SAID ; THENCE RUN S,iMV56'W., FOR A DISTANCE OF 49.67 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL c sprp�,n�cuq¢wv uMs.14r ANGLE OF 71)'28'21", SUBTENDED BY A CHORD OF 92.31 FEET AT A BEARING OF 5.17-20-15'E., FOR A DISTANCE OF 96.40 FEET TO THE END OF SAID CURVE; THENCE RUN 8.52'3425'F_, FOR A DISTANCE OF 25.56 FEET; THENCE RUN S-Tr29'47W., FOR A DISTANCE OF 931.81 FEET; THENCE RUM N.00"7558"W., FOR A DISTANCE OF 2,870.69 FEET; THENCE RUN N.26572M., FOR A DISTANCE OF 1DO.00 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.26'5722'W., A DISTANCE OF 709.89 FEET THEREFROM; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 15'2322, SUBTENDED BY A CHORD OF 190.10 FEET AT A SEARING OF S.70*4419"W., FOR A DISTANCE OF 190.59 FEET TO THE END OF SAID CURVE AND TO A POINT ON THE WEST LINE OF SAID SECTION 13, THENCE RUN N.00'26'31"W, ALONG THE WEST LINE OF SAID SECTION 13, FOR A DISTANCE OF 496.52 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH ONE QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 28 EAST; THENCE RUN N,88'20'44 W. ALONG THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID -SECTION 14, FOR A DISTANCE OF 894:50 FEET; THENCE RUN N.52.52'01"W„ FOR A DISTANCE OF 17323 FEET; THENCE RUN 3.37"07'59'W., FOR A DISTANCE OF 123.40 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14; THENCE RUN N.88'20'44'W. ALONG THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF 2,557.19 FEET TO A POINT ON THE WEST LINE OF THE EAST ONE HALF, OF THE NORTHEAST ONE QUARTER, OF THE NORTHWEST ONE QUARTER OF SAID SECTION 14; THENCE RUN N,00'02'Di'E. ALONR THE WEST LINE OF THE EAST ONE HALF, OF THE NORTHEAST ONE QUARTER, OF THE NORTHWEST ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF 1,389.88 FEET TO A POINT ON THE SOUTH LINE OF SECTION 11, TOWNSHIP 61 8., RANGE 26 E. COLUER COUNTY FLORIDA; THENCE RUN N.88'05.43W. ALONG THE SOUTH LINE OF SAID SECTION 11, FOR A DISTANCE OF 590,35 FEET; THENCE RUN N.01"43'CT'E., FOR A DISTANCE OF 1.49179 FEET; THENCE RUN 818.09'55'E., FOR A DISTANCE OF 1,274.00 FEET; THENCE RUN 5.88.99'46'E„ FOR A DISTANCE OF 1374,52 FEET TO A POINT ON THE WEST LINE OF THE EAST ONE HALF OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 11; THENCE RUN N-OVIT54'F, ALONG THE WEST LINE OF EAST ONE HALF OF THE SOUTHEAST ONE QUARTER AND ALONG THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE NORTHEAST ONE QUARTER OF SAID SECTION 11, FOR A DISTANCE OF 1,600.10 FEET; THENCE RUN S.88'4e'12"E., FOR A DISTANCE OF 518.33 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS N.00'32'40E., A DISTANCE OF 350.00 FEET THEREFROM; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 350.DO FEET, THROUGH A CENTRAL ANGLE OF 37.05'11', SUBTENDED BY A CHORD OF 222-61 FEET AT A BEARING OF N.17'45'1E'E., FOR A DISTANCE OF 226.55 FEET TO THE END OF SAID CURVE; THENCE RUN N.35.37'5VE., FOR A DISTANCE OF 214-67 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID US 41; THENCE RUN 8.54.21'53'E. ALONG THE SOUTHERLY RIGHT•OF-WAY LINE OF SAID US 41, FOR A DISTANCE OF $07.97 FEET TO A POINT ON THE EAST LINE OF SAID SECTION I V, THENCE RUN S.G1*D0'W`W, ALONG THE EAST LINE OF SAJD SECTION 11, FOR A DISTANCE OF 3.308.61 FEET, TO THE EQJNTOF BEGINNING: CONTAINING OR 1,079.00 ACRES, MORE OR LESS. C. *mtl*NNe'DmW OWL"L I F I[hg (0 LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST Y. OF THE NORTHEAST'!. OF THE NORTHEAST V4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10.906 ACRES, MORE OR LESS, TOTAL ACRES OF THE OVERALL PARCEL IS 1060.09 ACHES, MORE OF LESS. SUBJECT TO EASEMENT'S AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORHT LINE OF SAID SECTION 13 AS BEING S.89'W46"IE. CERTIFICATE OF•AU'THORIZATION LB #1772 4 P ,M,#5275 IL w ATE OF FLORIDA I Ft' o-.S.ia COLLIER BOULEVARD ( S.R. 9,51) FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2 R W N W �a w ru 96cMZ4 wa� FIDDLESCREEK- "' " I ""FA elIcoo �ISTRlCT #� 14 SAY LOCATION MAP =i 1 R FLORiDA DEPARTMENT 0 f STATE RICK SCOTT Governor June 30, 2014 Honorable Dwight E, Brock Clerk of the Circuit Court Collier County Post Office Box 413044 Naples, Florida 34101-3044 Attention: Martha Vergara, Deputy Clerk Dear Mr. Brock: KEN ❑ETZNER Secretary of State Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 14-26, which was filed in this office on June 30, 2014. Sincerely, Liz Cloud Program Administrator LClmrh Enclosure R. A. Gray Building • 500 South Bronough Street . Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270 . Facsimile: 1850) 488-9879 www.dos.state.fl.us Exhibit "A-2" Ordinance No. 2017-16 ORDINANCE NO. 17- 16 AN ORDINANCE OF THE BOARD ❑F COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NO. 02-61, AS AMENDED, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2; AMENDING THE DISTRICT BY EXPANDING THE EXTERNAL BOUNDARIES BY APPROXIMATELY 1.06 ACRES AND CONTRACTING THE EXTERNAL BOUNDARIES BY APPROXIMATELY 9.41 ACRES, ❑ECREASING THE SIZE ❑F THE DISTRICT FROM APPROXIMATELY 1,068.09 ACRES TO APPROXIMATELY 1,059.734 ACRES, OR A NET CONTRACTION OF APPROXIMATELY 8.35 ACRES; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on November 19, 2002, the Board of County Commissioners (Board) adopted Ordinance No. 2002-6I establishing the Fiddler's Creek Community Development District #2 (District), as a community development district within the meaning of Chapter 190, Florida Statutes; and WHEREAS, the original boundaries set forth in Ordinance 2002-61 established boundaries resulting in 998.79 acres; and WHEREAS, on June 24, 2014, the Board approved Ordinance 2014-26, amending Ordinance 2002-61, which expanded the external boundaries of the district from 998.6 acres to 1.068.09 acres, or 69.30 additional acres; and WHEREAS, Fiddler's Creek Community Development District #2 (Petitioner), through its counsel, Anthony P. Pires, Jr., has petitioned the Board to expand the boundaries of the District by approximately 1.06 acres, and to contract the boundaries of the District by approximately 9.41 acres, as authorized by Section 190.046 (1), Florida Statutes, for a net contraction of the boundaries by approximately 8.35 acres, decreasing; the size of the District to approximately 1,059.734 acres; and WHEREAS, Petitioner has simultaneously tiled a Petition with the Florida Land and Water Adjudicatory Commission (FLAWAC) for the amendment of Fiddler's Creek Community Development District # 1 (CDD # 1 ); and Page I of 4 WHEREAS, approval of this Petition is completely contingent upon the approval of the petition to amend CDD #1, so Petitioner has requested that this Ordinance be effective as of the date that the rule amendment process by FLAWAC of a Rule amending CDD #1 is complete as evidenced by entry of the amended rule for CDD# 1 by the Florida Secretary of State; and WHEREAS, the Board considered the Petition at a duly noticed public hearing; and WHEREAS, upon consideration of the Petition, the Board determined the following: l . The statements made within the Petition are true and correct. I. Amending the Ordinance is not inconsistent with any applicable element or portion of the comprehensive plan. 3. The land within the District continues to be of sufficient size, to be sufficiently compact, and to be sufficiently contiguous to be developable as a functionally utterrelated community. 4. The Amendment 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. 5. The District continues to be the best alternative available for delivering community development services and facilities to the area serviced by the District. 6. The service and facilities of the District will continue to not be incompatible with the capacity and uses of any existing local and regional community development services and facilities. 7. The area to be serviced by the District remains amenable to separate special district governance: and WHEREAS, the Board finds that Petitioner has otherwise satisfied all requirements set forth in Section 190.046, Florida Statutes, and finds it to be in the best interest of all parties to make the effective date of this Ordinance contingent on the approval of CDD #1 by FLAWAC. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COLfNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: Page 2 of 4 SECTION ONE: AMENDMENT OF ORDINANCE NO. 02-61, AS AMENDED. The previous legal description of the District as depicted in Exhibit A, is hereby superseded and replaced by the legal description of the District described in Exhibit B, reflecting the areas added and the areas contracted from the District through this amendment. SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT. The external boundaries of the District encompass 1,059.734 acres of land, more or less, as described in Exhibit B. SECTION THREE: CONFLICT AND SEVERABILITY. In the event this Ordinance conflicts with any other ordinance of Collier County or other applicable law, the more restrictive shall apply. If any phrase or potion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the retraining portion. SECTION FOUR: INCLUSION IN THE CODE OF LAWS AND ORDINANCES. The provisions of this Ordinance shall become and be made a part of the Code of Laws and Ordinances of Collier County, Florida. The sections of the Ordinances may be renumbered or relettered to accomplish such, and the word "ordinance" may be changed to "section," "article," or any other appropriate word. SECTION FIVE: EFFECTIVE DATE. This Ordinance shall not become effective until the date that the rule amendment process by FLAWAC of a Rule amending CDD #1, as requested by the Amended Petition dated March 21, 2017, is complete as evidenced by entry of the amended rule for CDD #1 by the Florida Secretary of State and the fling of a copy of the rule with the Clerk of Courts of Collier County, Florida. If the Amended Petition to amend CDD 41 is denied by FLAWAC or the rule amendment process by FLAWAC of a Rule amending CDD 41 is not complete by March 21, 2018. this Ordinance shall be rendered void. Page 3 of 4 PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this9�-�-% day of �, 2417. ATTEST:' BOA COUNTY COMMISSIONERS DWICHT E. BROCK-, CLERK COL LINTY, FLO A 7 By: B x epuV Clerk PENNYYAYLOR, C64RMAN . signature on1p. Approved as to form and legality: Emily R. e in Assistant County Attorney This ordinance filed wilh � �+e M ry of r oy fl�T�e and acknowleW-A hot fill��jr Vedh�Y of r�' :h Page 4 of4 am OM HOLE MANTES E+WWIEERS PJ*-W5 &i 46 tlR5 950 Encore Way • Naples, Florida 34110 • Phone 239.254.20M • Fax: 239.25C2099 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED;N A PORTION OF SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND A PORTION OF SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, ALL IN COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: IFB_G NN1NG AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN S.89'55AF E. ALONG THE NORTH LINE OF SAID SECTION 13, FOR A DISTANCE OF 4,68B.27 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF US 41 (TAMIAMI TRAIL) A 200 FOOT RIGHT-OF-WAY; THENCE RUN S.54'21'29"E. ALONG THE SOUTHERLY RIGHT-OF-WAY OF SAIL) US 41, FOR A DISTANCE OF 3,793.58 FEET; THENCE RUN S.35°39'17"W., FOR A DISTANCE OF 107.40 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE WESTERLY WHOSE RADIUS POINT BEARS S.44°O624"W., THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 06'22'03", SUBTENDED BY A CHORD OF 383.13 FEET AT A BEARING OF &12°43'35"E., FOR A DISTANCE OF 405.42 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110'27'50", SUBTENDED BY A CHORD OF 246.44 FEET AT A BEARING OF S.34°4628"E., FOR A DISTANCE OF 289.19 FEET TO THE END OF SAID CURVE; THENCE RUN N.89°59'37"E., FOR A DISTANCE OF 58.44 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52`30'1T', SUBTENDED BY A CHORD OF 17.69 FEET AT A BEARING OF N.63°4428"E., FOR A DISTANCE OF 18.33 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15°00'34", SUBTENDED BY A CHORD OF 24.82 FEET AT A BEARING OF N.44°59'37"E., FOR A DISTANCE OF 24,69 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52°30'17"9 SUBTENDED BY A CHORD OF 17.69 FEET AT A BEARING OF N25'14'45"E., FOR A DISTANCE OF 18.33 FEET TO THE END OF SAID CURVE; THENCE RUN N.89°59'37"E., FOR A DISTANCE OF 100.00 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHEASTERLY; WHOSE RADIUS POINT SEARS N.89°59'37"E., THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52°3(717", SUBTENDED BY A CHORD OF 17.69 FEET AT A BEARING OF S.26°15'32"E., FOR A DISTANCE OF 18.33 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15°00'34". SUBTENDED BY A CHORD OF 24.82 FEET AT A BEARING OF S.45°00'23"E., FOR A DISTANCE OF 24,89 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'3911", SUBTENDED BY A CHORD OF 17.69 FEET AT A BEARING OF S.63°45'11"E., FOR A DISTANCE OF 18.33 FEET TO THE END OF SAID CURVE; THENCE RUN S.00°00'23"E., FOR A DISTANCE OF 130.00 FEET; THENCE RUN N.89°59'3T'E., C:%ul NoLN-1 n1Ae>>•WCD'.1'I 00M LL31W14.O evuleiT Page, mm HOLE TVIONTES wol&FAs vX..WRS 950 Encore Way • Naples, Florida 34110 - Phone 239.254,2000 • Fax: 239.254.2099 FOR A DISTANCE OF 113,79 FEET: THENCE RUN S.00°00'23"E., FOR A DISTANCE OF 150.36 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 29°39'13", SUBTENDED BY A CHORD OF 16377 FEET AT A BEARING OF S.14°49'1 YW., FOR A DISTANCE OF 165.62 FEET TO A POINT OF COMPOUND CURVE CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18-3636". SUBTENDED BY A CHORD OF 354.82 FEET AT A BEARING OF S.38"57'06"W., FOR A DISTANCE OF 386,52 FEET TO A POINT OF COMPOUND CURVE CONCAVE SOUTHWESTERLY WHOSE RADIUS POINT BEARS S.15°24'12"W., THEREFROM; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 46,00 FEET, THROUGH A CENTRAL ANGLE OF 59°39'38", SUBTENDED BY A CHORD OF 44.77 FEET AT A BEARING OF S.44°45'591E., FOR A DISTANCE OF 46.06 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHEASTERLY; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18*3825", SUBTENDED BY A CHORD OF 20.27 FEET AT A BEARING OF S.24°15'23"E., FOR A DISTANCE OF 20.36 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 61°46'37', SUBTENDED BY A CHORD OF 46.20 FEET AT A BEARING OF S.02°4117"E., FOR A DISTANCE OF 48.52 FEET TO THE END OF SAID CURVE; THENCE RUN S.28°12'02"W., FOR A DISTANCE OF 70.46 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 26°3316". SUBTENDED BY A CHORD OF 137.80 FEET AT A SEARING OF 5.14°55'24"W., FOR A DISTANCE OF 139.04 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74°19147", SUBTENDED BY A CHORD OF 362.47 FEET AT A BEARING OF S.38°48'40"W., FOR A DISTANCE OF 389.19 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF B5158'55". SUBTENDED BY A CHORD OF 409.13 FEET AT A BEARING OF S.32°59'06"W., FOR A DISTANCE OF 450.20 FEET TO A POINT OF REVERSE CURVE, CONCAVE NORTHERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111°4956", SUBTENDED BY A CHORD OF 74.54 FEET AT A BEARING OF SA554'37"W., FOR A DISTANCE OF 87.133 FEET TO THE END OF SAID CURVE: THENCE RUN N.78°10'25"W., FOR A DISTANCE OF 194,69 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 116°4128", SUBTENDED BY A CHORD OF 76.61 FEET AT A BEARING OF N.19°4941"W., FOR A DISTANCE OF 91.65 FEET TO THE END OF SAID CURVE; THENCE RUN N.38°31'03"E., FOR A DISTANCE OF 111.08 FEET; THENCE RUN N.51°28'57"W„ FOR A DISTANCE OF 105.27 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY; WHOSE RADIUS POINT BEARS N.49°15'14"W., THEREFROM; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 365,00 FEET, THROUGH A CENTRAL ANGLE OF 75"57'07", SUBTENDED BY A CHORD OF 449.19 FEET AT A BEARING OF S.78°42'20"W.. FOR A C=WuM1oEe111�m�+n�Y�uRVLVP2 OVERALL 7 • ]R 14 dx Emisrr': Papa ., 69 of 7. m mm HOLE MONTES acircik5 vLu402 vjkAlfon 950 Envore Way - NaPles, Fio6da 34110 • Phone 239.254.2000 • Fax 239.254.2099 DISTANCE OF 483.85 FEET TO A POINT OF COMPOUND CURVE CONCAVE WESTERLY; WHOSE RADIUS POINT BEARS S,53°08'27"W, THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107'40'34", SUBTENDED BY A CHORD OF 72.66 FEET AT A BEARING OF S.16°58'44W., FOR A DISTANCE OF 84.57 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHEASTERLY; WHOSE RADIUS POINT BEARS S.18°51'32"E., THEREFROM; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 260,00 FEET, THROUGH A CENTRAL ANGLE OF 74'43'05", SUBTENDED BY A CHORD OF 315.54 FEET AT A BEARING OF S.33'46'55"W" FOR A DISTANCE OF 339.06 FEET TO THE END OF SAID CURVE; THENCE RUN S.03°34'37°E., FOR A DISTANCE OF 87.88 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHWESTERLY; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 225 00 FEET, THROUGH A CENTRAL ANGLE OF 94°37'47°, SUBTENDED BY A CHORD OF 330.79 FEET AT A BEARING OF S.43°"'16' W., FOR A DISTANCE OF 371,61 FEET TO THE END OF SAID CURVE; THENCE RUN N.88'5650W„ FOR A DISTANCE OF 322.37 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY: THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 18'35'10", SUBTENDED BY A CHORD OF 92.0$ FEET AT A BEARING OF N.79'39'15"W., FOR A DISTANCE OF 92.45 FEET TO THE END OF SAID CURVE; THENCE RUN N.88°56'39°W., FOR A DISTANCE OF 664.33 FEET; THENCE RUN N.88'66'39"W., FOR A DISTANCE OF 164.75 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 34'37'19", SUBTENDED BY A CHORD OF 41T61 FEET AT A BEARING OF S,73°44'42"W., FOR A DISTANCE OF 48.34 FEET TO A POINT OF COMPOUND CURVE CONCAVE EASTERLY; WHOSE RADIUS POINT BEARS S.66°50'38"E., THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 141.52 FEET, THROUGH A CENTRAL ANGLE OF 50*15'07", SUBTENDED BY A CHORD OF 120,18 FEET AT A BEARING OF S.01°58'11"E., FOR A DISTANCE OF 124.12 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY WHOSE RADIUS POINT BEARS 5.62°5T42"W., THEREFROM; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 221.41 FEET, THROUGH A CENTRAL ANGLE OF 10'1021", SUBTENDED BY A CHORD OF 39.25 FEET AT A BEARING OF S.21°57'07"E., FOR A DISTANCE OF 39.31 FEET TO A POINT OF CUSP; THENCE RUN N.77'46'12"W., FOR A DISTANCE OF 239.43 FEET; THENCE RUN N.88°51'53"W., FOR A DISTANCE OF 636.47 FEET; THENCE RUN S.45°53'28"W., FOR A DISTANCE OF 56.20 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT BEARS S.66'02'35W., A DISTANCE OF 150.00 FEET THEREFROM; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150,00 FEET, THROUGH A CENTRAL ANGLE OF 119°4T34", SUBTENDED BY A CHORD OF 259.54 FEET AT A BEARING OF S.35°56'21"W., FOR A DISTANCE OF 313.62 FEET TO THE END OF SAID CARVE; THENCE RUN S.07°24'26"E., FOR A DISTANCE OF 32.73 FEET; THENCE RUN N.71'08'3aw" FOR A DISTANCE OF 278.51 FEET; THENCE RUN N.49°32'33"W., FOR A DISTANCE OF 115,86 FEET; THENCE RUN N.73'21'67' W., FOR A DISTANCE OF 121,18 FEET; THENCE RUN N.47°46'15"W., FOR A DISTANCE OF 115,86 FEET; THENCE RUN N.62'55'36'VV., FOR A DISTANCE OF 260.80 FEET; THENCE RUN S.67°4942"W., FOR A DISTANCE OF 55.38 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, WHOSE RADIUS POINT BEARS S.7D°23'14"W., A DISTANCE OF 60.00 EXHIBIT11 �} Page ^ -) bilm HOLE MOAITES E u*E R5 o TEW WP..'Oyo5 950 Encore way • Naples. Florida 34110 - Phone 239.254.2000 - Fax 239.254.2099 FEET THEREFROM; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 29'3318", SUBTENDED BY A CHORD OF 30.61 FEET AT A BEARING OF N.34°23'24'W., FOR A DISTANCE OF 30.95 FEET TO THE END OF SAID CURVE; THENCE RUN N.49°10'02'W., FOR A DISTANCE OF 79.40 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 220,00 FEET, THROUGH A CENTRAL ANGLE OF 15*47'51", SUBTENDED BY A CHORD OF 84.27 FEET AT A BEARING OF N.40°48'06"W., FOR A DISTANCE OF 64.50 FEET TO A POINT OF COMPOUND CURVE, CONCAVE EASTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 45.48-1 V, SUBTENDED BY A CHORD OF 23.35 FEET AT A BEARING OF N.09"28'05"W., FOR A DISTANCE OF 23.98 FEET TO THE END OF SAID CURVE; THENCE RUN N.13°26'00"E., FOR A DISTANCE OF 25.35 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 134'11'62", SUBTENDED BY A CHORD OF 175.02 FEET AT A BEARING OF N.53°39'65"W., FOR A DISTANCE OF 222.51 FEET TO THE END OF SAID CURVE; THENCE RUN S.59°14'07W., FOR A DISTANCE OF 95.48 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 155.00 FEET, THROUGH A CENTRAL ANGLE OF 70°01'59", SUBTENDED BY A CHORD OF 177.88 FEET AT A BEARING OF N.85°44'52"W., FOR A DISTANCE OF 159.46 FEET TO A POINT OF REVERSE CURVE, CONCAVE SOUTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 36°36'21", SUBTENDED BY A CHORD OF 163.30 FEET AT A BEARING, OF N.69"02'03'W., FOR A DISTANCE OF 166.11 FEET TO THE END OF SAID CURVE; THENCE RUN N.87°20'14"W„ FOR A DISTANCE OF 76.56 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 80°17'08", SUBTENDED BY A CHORD OF 38.88 FEET AT A BEARING OF NA7°11'40"W., FOR A DISTANCE OF 42.04 FEET TO THE END OF SAID CURVE; THENCE RUN N.07°0T06"W., FOR A DISTANCE OF 61.34 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF 82°31'37", SUBTENDED BY A CHORD OF 62.28 FEET AT A BEARING OF N.38°18'54"W., FOR A DISTANCE OF 65.48 FEET TO THE END OF SAID CURVE; THENCE RUN N.69°34'43"W., FOR A DISTANCE OF 43.13 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 116044'05", SUBTENDED BY A CHORD OF 170.29 FEET AT A BEARING OF S.52"03'15"W., FOR A DISTANCE OF 203.74 FEET TO THE END OF SAID CURVE; THENCE RUN N.55°53'04"W., FOR A DISTANCE 315,24 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, WHOSE RADIUS POINT SEARS N.23°50'44"W., A DISTANCE OF 70.00 FEET THEREFROM; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 4756145", SUBTENDED BY A CHORD OF 86.87 FEET AT A BEARING OF N.42°11'08"E., FOR A DISTANCE OF 58.57 FEET TO A POINT OF COMPOUND CURVE, CONCAVE CQVUALr-3•, D•I4.do EXHIarr P."' - a15 19M HOLE 1ViONTES i wKRs aLVAIM SUP'Avcil3 950 Encore Way - Naples, Florida 34110 • Phone 239.284-2000 • Fax: 239.254.2099 WESTERLY; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 170-00 FEET, THROUGH A CENTRAL ANGLE OF 46°13'15", SUBTENDED BY A CHORD OF 133,45 FEET AT A BEARING OF N.D4°53'37"W., FOR A DISTANCE OF 137.14 FEET TO THE END OF SAID CURVE; THENCE RUN N.28°00'14"W., FOR A DISTANCE OF 88.72 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE 5OUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 60"36'36", SUBTENDED BY A CHORD OF 252.30 FEET AT A BEARING OF 14.58°18'32"W., FOR A DISTANCE OF 204.46 FEET TO THE END OF SAID CURVE; THENCE RUN N.88°39'51"W., FOR A DISTANCE OF 147.41 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, THROUGH A CENTRAL ANGLE OF M'5V48", SUBTENDED BY A CHORD OF 94.55 FEET AT A BARING OF 5.39°23'46"W., FOR A DISTANCE OF 108.89 FEET TO A POINT OF REVERSE CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 35°43'08", SUBTENDED BY A CHORD OF 122.67 FEET AT A BEAMING OF 5.05°"5'56"W., FOR A DISTANCE OF 124.58 FEET TO A POINT OF REVERSE CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 136.00 FEET, THROUGH A CENTRAL ANGLE OF 47°59'49", SUBTENDED BY A CHORD OF 109.81 FEET AT A SEARING OF S.00°52'24"E., FOR A DISTANCE OF 113.09 FEET TO THE END OF SAID CURVE; THENCE RUN S.24°52'19"E., FOR A DISTANCE OF 39.34 FEET; THENCE RUN S.89°40'18'W., FOR A DISTANCE OF 193.51 FEET; THENCE RUN N.13'1T01 "E., FOR A DISTANCE OF 14.29 FEET; THENCE RUN N.74°11'31'W., FOR A DISTANCE OF 69.02 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEASTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 77°11'31", SUBTENDED BY A CHORD OF 249.53 FEET AT A BEARING OF N.35°35'46"W., FOR A DISTANCE OF 269.45 FEET TO THE END OF SAID CURVE; THENCE RUN N.03°00'00"E., FOR A DISTANCE OF 60.69 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHWESTERLY; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL ANGLE OF 91°3744", SUBTENDED BY A CHORD OF 50.20 FEET AT A BEARING OF N.42°48'52"W., FOR A DISTANCE OF 55.97 FEET TO THE END OF SAID CURVE; THENCE RUN N.88°37'44"W., FOR A DISTANCE OF 109.05 FEET; THENCE RUN S.84°67'36' W., FOR A DISTANCE OF 58.87 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 109°47'15", SUBTENDED BY A CHORD OF 73.63 FEET AT A BEARING OF S.30°03'58"W., FOR A DISTANCE OF 86.23 FEET TO THE END OF SAID CURVE; THENCE RUN S.24°49'40"E., FOR A DISTANCE OF 92.45 FEET; THENCE RUN S.19°45`17"E., FOR A DISTANCE OF 120,70 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE WESTERLY; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 37"39'13", SUBTENDED BY A CHORD OF 12,91 FEET AT A BEARING OF S.00°55'41"E., FOR A DISTANCE OF 13,14 FEET TO THE END OF SAID ; THENCE RUN S.17°53'55'W., FOR A DISTANCE OF 49.67 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL �+L'u[f�IMN�.14 m.aemp+CVL# OVEIULL 1-I G I d.dK EM1131T HOLE MONTEES Emm"Efr F PMm SDRVI VM5 950 Encore Way • Naples, Florida 34110 • Phone 239.254.2000 • Fax! 239.254.2099 ANGLE OF V2821", SUBTENDED BY A CHORD OF 92.31 FEET AT A BEARING OF S.17°20'15"E" FOR A DISTANCE OF 98.40 FEET TO THE END OF SAID CURVE; THENCE RUN S.52°34'25"E., FOR A DISTANCE OF 25.66 FEET; THENCE RUN S.77°39'49'W., FOR A DISTANCE OF 931.61 FEET; THENCE RUN N.00°25'58'W., FOR A DISTANCE OF 2,870.69 FEET; THENCE RUN N-2V57'22'W., FOR A DISTANCE OF 100.00 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE NORTHERLY, WHOSE RADIUS POINT BEARS N.26°57'22W., A DISTANCE OF 709.89 FEET THEREFROM; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 15"23'22", SUBTENDED BY A CHORD OF 190-10 FEET AT A BEARING OF S.70°44'191W., FOR A DISTANCE OF 190.68 FEET TO THE END OF SAID CURVE AHD TO A PAINT ON THE WEST LINE OF SAD SECTION 13, THENCE RUN N.00°2631%. ALONG THE WEST LINE OF SAID SECTION 13, FOR A DISTANCE OF 495.62 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH ONE QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 25 EAST; THENCE RUN N.88°20'44W. ALONG THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF 692.50 FEET; THENCE RUN N.52°52'01"W., FOR A DISTANCE OF 173.23 FEET; THENCE RUN S.37"07'59'W., FOR A DISTANCE OF 123-46 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14; THENCE RUN N.88°2044"W ALONG THE SOUTH LINE OF THE NORTH ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF 2,557.19 FEET TO A POINT ON THE WEST LINE OF THE EAST ONE HALF, OF THE NORTHEAST ONE QUARTER, OF THE NORTHWEST ONE QUARTER OF SAID SECTION 14; THENCE RUN N.00°02'07E. ALONG THE WEST LINE OF THE EAST ONE HALF, OF THE NORTHEAST ONE QUARTER, OF THE NORTHWEST ONE QUARTER OF SAID SECTION 14, FOR A DISTANCE OF 1.359.0 FEET TO A POINT ON THE SOUTH LINE OF SECTION 11, TOWNSHIP 51 S., RANGE 26 E. COLLIER COUNTY FLORIDA; THENCE RUN N.88°05'43"W. ALONG THE SOUTH LINE OF SAID SECTION 11, FOR A DISTANCE OF 590.35 FEET; THENCE RUN N.01 °43'02"E., FOR A DISTANCE OF 1,493,79 FEET; THENCE RUN 5.88°09'55"E„ FOR A DISTANCE OF 1.274,00 FEET; THENCE RUN 5.88°09'46"E-, FOR A DISTANCE OF 1374.62 FEET TO A POINT ON THE WEST LINE OF THE EAST ONE HALF OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 11; THENCE RUN N.01°13'54"E. ALONG THE WEST LINE OF EAST ONE HALF OF THE SOUTHEAST ONE QUARTER AND ALONG THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE NORTHEAST ONE {QUARTER OF SAID SECTION 11, FOR A DISTANCE OF 1,860A0 FEET; THENCE RUN S.88°46'12"E-, FOR A DISTANCE OF 518.33 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE EASTERLY, WHOSE RADIUS POINT BEARS N.88°32'40"E., A DISTANCE OF 350.00 FEET THEREFROM; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 37°05'11", SUBTENDED BY A CHORD OF 222,51 FEET AT A SEARING OF N.17°05'16"E., FOR A DISTANCE OF 226.55 FEET TO THE END OF SAID CURVE, THENCE RUN N.35°37'51"E., FOR A DISTANCE OF 214-87 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID US 41; THENCE RUN S-54°21'53"E- ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID US 41. FOR A DISTANCE OF 807.97 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 11; THENCE RUN S.01°00'06"W. ALONG THE EAST LINE OF SAID SECTION 11, FOR A DISTANCE OF 3,308.61 FEET, TO THE EQINT OF BEGINNING; CONTAINING OR 1,079.00 ACRES, MORE OR LESS_ C.%VwiwamHKm%Dte w�M0=oVwu.j-Lo-t+6oe EXHJ9rr Rage . of m mm 21 HOLE IIIIONTES twNEEM r mo*A5 iUA-vovy 950 Fmore Way • Naples, Florida 34110 • Phane 239.254.2D00 • Fax! 239.254.2099 LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14. TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST'/. OF THE NORTHEAST 1/4 OF THE NORTHEAST I/. OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY. FLORfOA, CONTAINING 10.906 ACRES, MORE OR LESS. TOTAL ACRES OF THE OVERALL PARCEL IS 'I068.69 ACRES, MORE OF LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORHT LINE OF SAID SECTION 13 AS BEING S.89°55'48"E. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION LB #1772 P .M.#6278 JOH,NJ HILTON • TATE OF FLORIDA c �r�n��n�m�w.�w�wax o�r,ua, rro- r..ax F. Noff �6- m � P.r_1gf e mur pop„„of�. X: V2D0\s-5unryyPrepall 6y M—. a1 L .,—\9CCLER4\20C4A\LECAL9\C09} CVERN 3-:C-4.pj rah: YAK i Var 11, 2014 - J; saga• PiNLN BF '"HilaR n SSNN FFff .S 71 4 Z91 7 N M 4 1 � m S L Co- r7 d r m p� m fi I � � ,S4'gtrLZ m „90,00.L0 S m z -0 n� O =_ wcn i1 Ll1 � 10 r _ i LA Q7 LAQ o , m m m m i W m rn 9 Emiarr Pace Of 15 - py Nnn• al Loo otid�\Ft [10U'R S\aGM}anx ViGAL4\Coon eVCAAu 3•ie•-I-drq Tn6, SHIP 2 Nu It, 9o-1, - 2!SOW Pailatl aY »rn Nplen 4 c � T1 O VL x�+ Y [� G mICig Z r= r I _ rn m i m m W J I EXHIErr �:�34a\s-swn•�►.cl.cu rr Nome of OVER— s- 12 i m � 2 I �+ m A I co c w cn SHFEI ] 11. 2ON — SN JenrliVten `Teo: W ti 1y�r .fr i J� a C3] n m n 0 ifs Cr L� C'r w^i� o� La W / mam Pagoof 15 n �e7ao\s-wren wopnr by n or �pceSrm\I'.hhS115�7d07035 V.ED ti5tiG90Y MAN- I— SNkEI . yp 11. 7— - areadm 7se[ua 6y xnnKoiw R b r a o � mm L., MATcw ET i x 2 z n z m �O mb 19 m ' kn w r r � x m rn m � s w by None .I t..Ik a r— m G7 u z z 0 0 z z z C1 -&1C, PATCH SHEET a FIB p.w 12, of 5 }EV.LS\co8f ovER.�, 3-c-I•.aro 'ob S'+[[I 5 yes �1 �o„ - 2?6nM r.eit�d or- do�ma.lion tt N 01'43'02" E 1493.79' CID co Ln to r SG g ► Vi y� A E a N 00'02'07" E 1369,BS' WEST LINE E 1/2 WE 1/4 Nw 1/4 14-$1-76 II I 2In�q i ymm ti Ln �^ cc J r z m m A s r r1 rn � a � N La rzxHllslr Page N'.�70G�f-S'rN1�`Prcf¢4f Dr Homy eS LeeeL!an�f�➢O�ERS�i90Y111644<5444�UOI VAR&R .L Tvn; SWEET 6 uw h. 1014 - IWPm fiWtW nr Joh—%w rS S 9 flea L;J Va II u g Z r- z a a Adommok.— n 1 ° z m S Ur o � m 9 O rn A wOr o". x il N$�126 V) A m C7 A C7 Q D Z m N C3 r� '0 .y O z Q s N m U4 Ln 03 09 9 U li m Ln N 01'13'54" E 1860.10' }(St LM E 1/2 SE 1/4 it-51-25 75T L:NE 5E 1/4 fI NE 1/. 11-Si-j6 f W -T f m I axwerr, Page qt 15 EXHIBIT A Page�!5 woar, 6y NWV rx col coos Wham7fmcVa2 B.rtJa, alcaoa Finad W, ftm..n LEGAL DESCRIPTION; A PARCEL OF [AND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLDWS: BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, THENCE ALONG THE NORTH LINE OF SAID SECTION 13, RUN S89'55'46'E FOR A DISTANCE OF 46B8.27 FEET, TO A POINT ON THE SOUTHERLY RIGHT—OF—WAY LINE OF U.S. 41 (TAMIANII TRAIL), A 200' WIDE RIGHT—OF—WAY; THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE. RUN S54'21'29"E FOR A DISTANCE OF 3793.58 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF—WAY LINE, RUN S35'39'17'W FOR A DISTANCE OF 107.40 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03", AND BEING SUBTENDED BY A CHORD OF 383.13 FEET, AT A BEARING OF S1743'351, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.DO FEET, THROUGH A CENTRAL ANGLE OF 110'27'50", AND BEING SUBTENDED BY A CHORD OF 246.44 FEET, AT A BEARING OF S34'46'28"E, FOR AN ARC LENGTH OF 269.19 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 58.44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 5730'17", AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N6344'28"E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34', AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF N44'59'37'E, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.D0 FEET. THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N26'14'45E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 100.00 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADILIS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17 AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S26'15'32E, FOR AN ARC LENGTH OF 16.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; T14ENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34', AND BEING SUBTENDED SY A CHORD OF 24.82 FEET, AT A BEARING OF $45'00'23'E, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'11', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S63'45'11'E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN SGO'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37VE FOR � DISTANCE OF 113.79 FEET; THENCE RUN SOO'00'23'E FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; tWENC£ ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 29'39'13 AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF St4'49'13'W, FOR AN ARC LENGTH OF 165.62 FEET, TO A POINT OF TANGENTIAL COMMUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18'36'36', AND BEING SUBTENDED BY A CHORD OF 384.82 FEET, AT A BEARING OF S38'57'OB'V, FOR AN ARC LENGTH OF 386.52 FEET, TO A POINT OF NON —TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38", AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF S44'45'59'E, FOR AN ARC LENGTH OF 46.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TD THE LEFT, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18'38'25", AND BEING SUBTENDED BY A CHORD OF 20.27 FEET, AT A BEARING OF SXI5'23"E, FOR AN ARC LENGTH OF 20.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 61'46'37", AND BEING SUBTENDED BY A CHORD OF 46.20 FEET, AT A BEARING OF SO2'41'17'E, FOR AN ARC LENGTH OF 48.52 FEET; THENCE RUN S28'12'02'W FOR A DISTANCE OF 70.46 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.DO FEET, THROUGH A CENTRAL ANGLE OF 26'33'16', AND BEING SUBTENDED 6Y A CHORD OF 137.50 FEET, AT A BEARING OF S14'55'24'W, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74'19'47, AND BEING SUBTENDED BY A CHORD OF 362.47 FEET, AT A BEARING OF S38 4-W40'V, FOR AN ARC LENGTH OF 389.19 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 85'58'55 AND BEING SUBTENDED BY A CHORD OF 409.13 FEET, AT A BEARING OF S3759'06'W, FOR AN ARC LENGTH OF 450.20 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111'49'56', AND BEING SUBTENDED EIY A CHORD OF 74.54 FEET, AT A BEARING OF S4554'37"N, FOR AN ARC LENGTH OF 87.83 FEET; THENCE RUN N78'IV25 W FOR A DISTANCE OF 194.68 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 11641'28", AND BEING SUBTENDED BY A CHORD OF 76.61 FEET, AT A BARING OF N19'49'41`W, FOR AN ARC LENGTH OF 91.65 FEET; THENCE RUN N38'31'GVE FOR A DISTANCE OF I11.08 FEET; THENCE RUN N51'28'57W FOR A DISTANCE OF 105.27 FEET, TO A PDINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75'57'07", AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A BEARING OF S7T42'20'W, FOR AN ARC LENGTH OF 483.85 FEET, TO A POINT OF NON —TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107'40'34", AND BEING SUBTENDED BY A CHORD OF 72.66 FEET, AT A BEARING OF 516'58'44`W, FOR AN ARC LENGTH OF 84.57 FEET, TO A POINT OF ON—TANGENTLAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 74'43'05', AND BEING SUBTENDED BY A CHORD OF 315.54 FEET, AT A BEARING OF S33'46'55 W, FOR AN ARC LENGTH OF 339.06 FEET; THENCE RUN S1334'37"E FOR A DISTANCE OF 87ZB FEET, TO A POUT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 9437'47". AND BEING SUBTENDED BY A CHORD OF 330.79 FEET, AT A BEARING DF S43'44'16"W, FOR AN ARC LENGTH OF 371.61 FEET; THENCE RUN N88'58'50"W FOR A DISTANCE OF 322.37 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 1835fO, AND BEING SUBTENDED BY A CHORD OF 92.05 FEET, AT A BEARING OF N79'39'15'V, FOR AN ARC LENGTH OF 92.45 FEET; THENCE RUN N88'56'39 W FOR A DISTANCE OF 664.33 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 83.00 FEET, THROUGH A CENTRAL ANGLE OF 4752113', AND BEING SUBTENDED BY A CHORD OF 55.47 FEET, AT A BEARING OF S69'37'15V, FOR AN ARC LENGTH OF 59,86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT. HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94'11'25, AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING OF N84'43'04"W, FOR AN ARC LENGTH OF 133.49 FEET; i]HAwN BP: DATE: 950 Eneare Way """" "' " R.A,K. 9 7 6 Naples, FL. 341 i s EXHIBIT 4 i —2 SHEU Of s Phone: S239) 254-200a LEGAL DESCRIPTION rR ecT:�a. d 1858070 �,n HOLE MONIES Florl a Cerifflcate of WE 1{ Il"JT S 4� 1�' 4F_SlC-7Tr Authorization NoA772 COMMUNITY DEVELOPMENT DISTRICT 2 n roo-2 VOL-1-moL .o Pago .. I..,�(1 5 11+-aowlrwwe-mla�nls sw.erl++nx��r er +a• Of [wvWlmxm\TAw7m cony error Kn srrlwcaos h wm 04lcm = 8.m&g Wrlpfa 4+efl2 w Pww qc 9axor rr (CONTINUED FROM SHEET 1 OF 5) THENCE RUN SO4'47'07'W FOR A DISTANCE OF 126,86 FEET; THENCE RUN N7746'12'W FOR A DISTANCE OF 78.84 FEET; THENCE RUN NWS1'53"W FOR A DISTANCE OF 65.94 FEET; THENCE RUN N8445'39 W FOR A DISTANCE OF 685.72 FEET; THENCE RUN S05'42'49"W FOR A DISTANCE OF 66.04 FEET; THENCE RUN N84'17'11'W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S2600'46,w FOR A DISTANCE OF 219.00 FEET; THENCE RUN N61'59'14V FOR A DISTANCE OF 667,71 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41", AND BEING SUBTENDED BY A CHORD OF 82.46 FEET, AT A BEARING OF N73'53'04"W, FOR AN ARC LENGTH OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 16'27'34`, AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING OF N7733'08'W, FOR AN ARC LENGTH OF 86.18 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.OD FEET, THROUGH A CENTRAL ANGLE OF 61'29'33", AND BEING SUBTENDED BY A CHORD OF 153.37 FEET, AT A REARING OF N3B34'34 W, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 137.00 FEET, THROUGH A CENTRAL ANGLE. OF 112'55'12", AND BEING SUBTENDED BY A CHORD OF 228.38 FEET, AT A BEARING OF 116417'24"W, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN S59'15'00'W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF TANGENTK CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 135,00 FEET, THROUGH A CENTRAL ANGLE OF 71'28'36", AND BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING OF N95700'42'W, FOR AN ARC LENGTH Of 168.41 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 38'03'09', AND BEING SUBTENDED BY A CHORD OF 163.00 FEET, AT A SEARING OF N68'17'59W, FOR AN ARC LENGTH OF 166.04 FEET; THENCE RUN 148719'33'W FOR A DISTANCE OF 86.72 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 80'16'50', AND BEING SUBTENDED BY A CHORD OF 12.89 FEET, AT A BEARING OF N47'11'08"W, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN N0702'43W FOR A DISTANCE OF 40,73 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100A0 FEET, THROUGH A CENTRAL ANGLE OF 54'47'04", AND BEING SUBTENDED BY A CHORD OF 92.02 FEET, AT A BEARING OF N34'26'15'W, FOR AN ARC LENGTH OF 95.62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550.00 FEET, THROUGH A CENTRAL ANGLE OF 13'06'41", AND BEING SUBTENDED BY A CHORD OF 125.58 FEET, AT A HEARING OF N88'23'D7"W, FOR AN ARC LENGTH OF 125.86 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HIVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 4656'38", AND BEING SUBTENDED BY A CHORD OF 398.30 FEET, AT A BEARING OF N51'28'09*W, FOR AN ARC LENGTH OF 409.66 FEET; THENCE RUN N2759'51"W FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'370, AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A BEARING OF N58'18'09'W, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN NST36'28'W FOR A DISTANCE OF 125.93 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'20'20", AND BEING SUBTENDED BY A CHORD OF 113.77 FEET, AT A BEARING OF S56'43'27IY, FOR AN ARC LENGTH OF 121.02 FEET, TO A POINT DF TANGENTIAL, REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET. THROUGH A CENTRAL ANGLE OF 48'41'47", AND BEING SUBTENDED BY A CHORD OF 164.91 FEET, AT A BEARING OF S4624$6"W, FOR AN ARC LENGTH OF 169.98 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 700,00 FEET, THROUGH A CENTRAL ANGLE Of 13'28'58', AND BEING SUBTENDED BY A CHORD OF 164.34 FEET, AT A BEARING OF S7729'29X FOR AN ARC LENGTH OF 164.72 FEET; THENCE RUN S84'13'58'W FOR A DISTANCE OF 169.90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 34'43'19', AND BEING SUBTENDED BY A CHORD OF 149.20 FEET, AT A BEARING OF S66'52'18'W, FOR AN ARC LENGTH OF 151.50 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475.60 FEET, THROUGH A CENTRAL ANGLE OF 6748'00", AND BEING SUBTENDED I Y A CHORD OF 490.23 FEET, AT A BEARING OF S8934'39'W, FOR AN ARC LENGTH OF 515.11 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 65'24'33', AND BEING SUBTENDED BY A CHORD OF 216.12 FEET, AT A BEARING OF S78'56'22 W, FOR AN ARC LENGTH OF 228.32 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RICK, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 43'19'39', AND BEING SUBTENDED BY A CHORD OF 110.75 FEET, AT A BEARING OF S5T53'55W, FOR AN ARC LENGTH OF 1i3.43 FEET; THENCE RUN S8933'44"W FOR A DISTANCE OF 33.81 FEET; THENCE RUN NOD-25.58-W FOR A DISTANCE OF 2674.12 FEET; THENCE RUN H26-57-22'W FOR A DISTANCE OF 100,00 FEET, TO A POINT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 15`24'01", AND BEING SUBTENDED BY A CHORD OF 190.23 FEET, AT A EE"G OF S7944'39W, FOR AN ARC LENGTH OF 190.81 FEET, TO A POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAID EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, RUN NOO'25'37'W FOR A DISTANCE OF 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION} 14; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14, RUN N86'2C'43 W FOR A DISTANCE OF 693.91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE LEAVING SAID SECTION LINE, RUN N52'51'27'W FOR A DISTANCE OF 171.83 FEET; THENCE RUN S3708'33 W FOR A DISTANCE OF 122.51 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14, RUN N88'2O'43"W FOR A DISTANCE OF 2557.48 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN NOO'02'07"E FOR A DISTANCE OF 1389,87 FEET; THENCE LEAVING SAfD QUARTER LINE, RUN N88'05'43 W FOR A DISTANCE OF 590.35 FEET; THENCE RUN N01'43'02"E FOR A DISTANCE OF 14-93.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274.00 FEET; THENCE RUN S88'09'46"E FOR A DISTANCE OF 1374.52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF Of THE SOUTHEAST QUARTER OF SECTION 11 AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN N01'13'5,4'E FOR A DISTANCE OF 1860.10 FEET; THENCE LEAVING SAID QUARTER LINE, RUN S813'46'12"E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF NON --TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 3705'11 AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF N1705'16"E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE RUN 03537'51'E FOR A DISTANCE OF 214.87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT—OF—WAY LINE OF U.S. 41; DRAW Sr.?A 9 7 & 950 Erscera Hey '": ,.. 5 Noples, FL. 34110 LEGAL DESCRIPTION s- Phone, (239) 254--20a0 5 0 sfC-Twee-ece: s HOLE Nnpiar s Florldo cartrflval. of COMMUNITY DEVELOPMENT DISTRICT 2 FU WE P-09W s4�rM Authorization No.1772 C 2 SKD_Rro0Ldry pap Hf Maid Of CUD1 cm RMs,cn04�=R U r42.d�g RP12016 104:01 IV Pbllvd Jac AdtlJfanarr (CONTINUED FROM SHEET 2 OF 5) THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE, RUN SW21-53"E FOR A DISTANCE OF 8G7.97 FEET, TO AN INTERSECTION WITH THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 1 t; THENCE ALONG SAID QUARTER LINE, RUN SO1'QO'O6'1W FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRMED; CONTAINING 1,070.640 ACRES, LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 25 FAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10.906 ACRES, MORE OR LESS. TOTAL DESCRIBED AREA s 1,059.734 ACRES. HOLE MONTES, INC. CERTIFICATE OF AUThOR12ATION NUMBER L9 1772 BY �� '� fS.}�. #6278 J HN J. HILTON 1 STATE OF FLORIDA >merai...W,..BAIL 950 Enoore Way LOPAWM 0, R.SHEFT a �` yH' a � Raples, FL. 34110 LEGAL DESCRIPTION OXOi Na.2 35Phone: (239) 254-2000 19070 H0Lk MONTFS Florldo Cerfiflcafa ofS!S P6E l�G9-s15-Y7e 1� �E"$ R9 � Authorizoflon No.177z CQI�iIvlLiNITY DEVELQPMENT L]�STRICT 2 _ KD. emleff 1 I I 1 Fj i c: Mslc= a.lrlW NICO2 s1 -4#9=,09 OMNI . ".61 ru pm w} ¢r aaE"W1 i 1 I I I I I I I 1 I I _ P I l Ln V) M i+S 1'+'I rq ~ RI N ' I'ry A } I I � � I441f I� m ? A ?YTR rFl yf^ m I W RANGE 77 I / r-i r C � f r U I rn N � r m 24<m 7- �;;E f G7 950 NoplesEFL. 34110 SKETCH OF LEGAL DESCRIPTION 8 Phone; (29) 25a-20U4 HOLE movrES Florado Cbrilflcofr ur COMMUNITY DEVELOPMENT DISTRICT 2 I.Ym EM M19F5 RMEYOn Au}horizollep Ne.1772 fAP2 rzxHierr 6 POP at.L,. h1c�HYUATh5Yrl87o�ls•` Aokut 6J kon,* ;X ixr[onV llsssC7DK COOT CW2 JL Svw CURVE TABLE CURVE RADIUS DELTA 04DRD CHORD XkRING ARC LEHGTN C1 350.00 66'22'03' 383.13 S1743'35'E 405.42 C2 150.00 11D'27'60' 246.44 S34'46'28'E 289.19 C3 20.00 5730'17' 17.69 N5344'28'E 18.33 C4 95.00 1900'34' 24.82 N44'59'37E 24-89 C5 20.00 57017' 17.69 N26'14'45E 18.33 C6 20.6D 52'30'17' 17.69 S2615'32"E 18.33 C7 95.00 i500'34' 24.82 S45'00'23'E 24.69 C8 20.00 5730'11' 17.69 S63'45'111 18.33 C9 320.00 2739'13' 163.77 S14'49'1YW 165.62 C10 1190.00 1g36'38' 384.82 S38'57'DB'W 306.52 C11 45.00 WOW 44.77 544'45'69'E 48.86 C12 62.58 18'38'25' 20.27 S24'15'23-E 20.36 C13 0.00 61'46'37' 46.20 S0741'17'E 48.52 C14 300.00 2933'16' 137.8D S1455'24iV 139.04 C15 300.OD 7419'47' 362.47 S38'48'401W 389.19 C16 3D0.00 W58'55' 409.13 S3759'D6 V 450.20 C17 45.00 111'4956* 74.54 S45'54371V 87.83 CIO 45.00 11W41'28' 76.61 N19'49'409 91.65 CIO 385.00 75'57'07' 449.19 S7942'20'W 483.05 C20 45.00 10740'34' 72.66 516.58'44*U 84.57 C21 260,00 7443'W 315.54 S33'46'55iV 339.06 C22 225.00 94'3747' =79 543'44'16 W 371.51 C23 285.00 18'35'10' 92.05 29 39'15-A' 92.45 TINE TABLE LINE DIRECTION LENGTH L1 535'39' 17*1 107.40 L2 N89'59'37*E 58.44 L 3 1489'59'37E 100.00 L4 S00'00'23-E 130.00 L5 NBO-59-37-E 113.79 L6 S00'00'23*E 150.36 L7 528'12`02 W 70.46 LB N78'10`25W 194.68 L9 N31r31'03'E 111.08 LID H51'26'57W 105-27 1-11 S03'34'37 E 87.BB L12 N88'56'50*W 322.37 L13 I N88'56'391q 664.33 LINE TABLE LINE DIRECTION L061H L14 SO4'47'071V 126.66 L15 N77'46'12'V 78.84 L16 N88'51'53'W 65.94 L17 N8445'39'W 685.72 L18 S05'42'49"W 66.04 L19 N84'1PIV 48.52 L20 S2900'46-W 219.OD L21 N61'59'14iV 667.71 L22 55715'oo'w 59.92 L23 N8r19'33 W 8632 L24 N07'02'43 W 40.73 L25 N2r59'51'W 47.49 L26 #L88'36`28' w 125.93 R"wi 9i1= V0-ftpW2.0rp 9p/N116 27.45.01 A11 Pbrled 6x f&,kX ff CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH C24 80.0D 4252' 13" 58.47 S67015V 59.86 C25 81.20 94'11'25* 118.98 N84'43'04'W 133.49 C26 200.D0 23'4741' 82.46 N73'53'041V 83.156 C27 300.00 1 F27'34' 85.89 N7733'08'W 08.18 C26 150.00 61'2933' 153.37 N38'34'M V 160.99 C29 137.00 11755'12' =28 N64'17'24W 270.00 C36 I WOO 71'28'36' 157.70 NWOO'42'W 1 %41 C31 250.00 3903*09' 163A0 N6917'59'W 166.04 C32 10.00 W1650' 12.89 N4711'08*1 14.01 CM 1 DD.00 54'41'D4' 9102 N34'26'I S1W 95.62 C34 550.00 13'D641' 125.58 N68'23'07 W 125.86 CM 500.00 4658'38' 398.30 N51'28'091V 409.66 C36 260.00 60f36'37' 262.39 NW18'09"W 275.D4 C37 100.D0 6720'20' 113.77 S5B'43'22 W 121.02 C38 200.00 4941'47' 164.91 SW24'06*W 169.98 C39 7DO.0D 13'28'58' IK34 57r29'29'* 164.72 C40 250.00 34-43-190 149.20 S66'52'18'W 151.50 C41 475.00 6708'00' 490.23 SW34'39'W 515.11 C42 200.00 W24'33' 216.12 S76S6'22-V 728.32 C43 150.00 43'19'39' 110.75 S6753'55'W 113.43 C 4 709.89 15'24'01' 190-23 S70'44'39W 190.81 C45 350.00 370W11' 222.61 N1705'16'E 226.55 LINE TABLE LINE DIRECM LENGTH 1.27 S84'13'58W 169.90 L28 S89'33'44 W 33.81 L29 N00'25'58'W 2874.12 M N2957'22 W IW.DD L.31 NW25'371W 495.65 L32 N88'20'43*IT 693.91 L.33 N52'5127'W 171.93 L34 S37'08'33'W 122.51 L35 N86'20'43 W 2557.48 L38 ND8'02'07'E 1389.87 L37 N88'05'43'W 590.35 L38 N01'43'02'E 1405.79 L39 S88'09'55E 1274.00 LINE TABLE LINE DIRECTION LEHG'iH L40 SW09'46`E 1374.52 L41 N0113'S4'E 1860.10 L42 S88'46'12'E 518.33 L43 N3537'51'E 214.87 L44 S5421'53'E 807.97 L45 SO1'00'06'W 3308.61 L46 SBS'0623'E 690.29 L47 S00'28'3T'E 687.45 L46 NWI3'02"W 691.39 L49 NOO'20'41 V 688.94 DRAWN 9Y: DATE: 950 Encore Way CRA3W R.A.K. 9 7 16 Noplss, FL. 34110 LINE AND CURVE TABLES � SHEU 5 5 Phone: {239} 254-260Q 1 LADLE AACNTES Florida CartifIcate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE 1 SEC-IWN-RGf: iNa Ups pkmbts sLKA:y as AuthorIzatlon N0.1772 ON I1,13 14-515-Y4f 9 i8-515-27E EXHIBIT „+;- r 1 -�,a C -1 FLORIDA DEPARTMENT U STATE RICK SCOTT Governor May 10, 2017 Honorable Dwight E. Brock Clerk of the Circuit Court Collier County Post Office Box 413044 Naples, Florida 34101-3044 Attention: Ann P. Jennejohn, Deputy Clerk Dear Mr. Brock: KEN DETZNER Secretary- of State Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 17-1 6, which was filed in this office on May 10, 2017. Sincerely, Ernest L. Reddick Program Administrator ELR/lb R. A. Gray Building • 500 South Bronough Street . Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270 www.dos.state.fl.us Exhibit "A-3" Ordinance No. 2019-15 ORDINANCE NO. 19- 15 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NO.02-61, AS AMENDED, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2; AMENDING THE DISTRICT BY CONTRACTING THE EXTERNAL BOUNDARIES BY APPROXIMATELY 210.003 ACRES, LEAVING APPROXIMATELY 849.73; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on November 19, 2002, the Board of County Commissioners (Board) adopted Ordinance No_ 2002-61 establishing the Fiddler's Creek Community Development District #2 (District), as a community development district within the meaning of Chapter 190, Florida Statutes; and WHEREAS, the original boundaries set forth in Ordinance 2002-61 established boundaries resulting in 998.79 acres; and WHEREAS, these boundaries have been previously modified by Ordinance 2014-26 and Ordinance 17-16; and WHEREAS, Taylor Morrison of Florida, Inc., a Florida for profit company, has petitioned the Board of County Commissioners (Board) of Collier County, Florida, a political subdivision of the State of Florida, to contract the boundaries of the District by approximately 210.003 acres, as authorized by Section 190.046 (1). Florida Statutes, decreasing the size of the District to approximately 849.73 acres; and WHEREAS, the Board considered the Petition at a duly noticed public hearing; and WHEREAS, upon consideration of the Petition, the Board determined the following: 1. The statements made within the Petition are true and correct. 2. Amending the Ordinance is not inconsistent with any applicable element or portion of the comprehensive plan. 117-CHOP-00979/1326929/11 Page 1 of 3 0 3. The land within the District continues to be of sufficient size, to be sufficiently compact, and to be sufficiently contiguous to be developable as a functionally interrelated community. 4. The District continues to be the best alternative available for delivering community development services and facilities to the area serviced by the District. 5. The service and facilities of the District will continue to not be incompatible with the capacity and uses of any existing local and regional community development services and facilities. G. The area to be serviced by the District remains amenable to separate special district governance. and WHEREAS, the Board finds that Petitioner has otherwise satisfied ail requirements set forth in Section 190.046, Florida Statutes. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORA that: SECTION ONE: AMENDMENT OF ORDINANCE NO.02-61, AS AMENDED. The previous legal description of the District as depicted in Exhibit A, is hereby superseded and replaced by the legal description of the District described in Exhibit B. reflecting the areas added and the areas contracted from the District through this amendment. SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT. The external boundaries of the District encompass 849.73 acres of land, more or less, as described in Exhibit B. SECTION THREE: CONFLICT AND SEVERABtLITY. In the event this Ordinance conflicts with any other ordinance of Collier County or other applicable law, the more restrictive shall apply. If any phrase or potion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. [17- MP-0097911326929111 Page 2 of 3 (a SECTION FOUR: INCLUSION IN THE CODE OF LAWS AND ORDINANCES. The provisions of this Ordinance shall become and be made a part of the Code of Laws and Ordinances of Collier County, Florida. The sections of the Ordinances may be renumbered or relettered to accomplish such, and the word "ordinance" may be changed to "section," "article," or any other appropriate word. SECTION FIVE: EFFECTIVE DATE. This Ordinance shall become effective upon filing with the Florida Department of State. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this day of -Z-u ATTES;P' CRYSTAL. K. klheZ�L, Clerk tti<5 � tl� llly&Clerk �i�l�tu�s-any. Jeffrey and legality: , County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER C ORIDA c. By: W liam L. McDaniel, Jr., C airman This ordinance filed with the Sear tary of State's Office tine 013-1,oy of _, acift and acknowledgement of that fill n received thisc2 day of _ Deputy Clark (17-CMP-00979/1326929/1 ] Page 3 of 3 �v EXHIBIT A f Ie.�+aU+ i�i�01e1a747-s..rinµer. d iv. y wwwVnxlxSS ��aors cmr am "n6"Dr X'siarn ft"m. &kago sw- .WL Vr/Vp9 4440P rr rw.t * y—= LEGAL DESCRIPTION: A PARCEL OF NANO LDCATED IN SECTIONS I1. I3 AND 14, TOWNSHIP 51 SOUTH. RANGE 26 EAST, AND SECT!OH 18, TOV4SHIP 5l SOUTH, RANGE 27 EAST, COLLIER COUNTY. FLORIDA AND 9EK UORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE HORTNIMT CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EASF, COLLER COUNTY, FLORIDA4 THENCE ALONG THE NORTH LINE OF SAID SEC7KW 13. RUN S89'55'46'E FOR A DISTANCE OF 48M.27 fM, TO A POINT ON THE SOUTHERLY RIGHT -OF -NAY LINE OF US 41 {TAIWWI iRA1Q, A 200' WOE RIGHT-OF-WAY; THENCE ALONG SAD SOLUTHEKY RIMO-OF-WAY LINE. RUN 554'21'29'E FOR A DISTANCE OF 3793.58 FEET; THENCE LEAVING SARI SOUTHERLY RIGHT-OF-WAY :LNE, RUN 535'39'17'4 FOR A O15TAHCE OF RO7.40 FEET, TO A POINT OF NON--TANGERM CIRCULAR CURVATURE- THENCE ALONG A CURVE ID THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 652T03', AND BEING SUBTEM BY A CHORD OF 38113 FE7:7, Al A BEARING OF S12'43151, FOR AN ARC LENGTH OF 405.42 FEET, TO A PWNT OF TANGENTIAL REVERSE CURVATURE;; 14EWE ALONG A CL$K TO THE LEFT, HAVIeIG A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF IIO'27'S0', AND Ei17NG SUBTEM D BY A 04ORD OF 246,44 FEET, AT A 9EARIHG OF 534'46'28'E, FOR AN ARC LENGTH OF M.II FEET: THENCE RUN H89'59'311 fOR A DISTANCE OF UA4 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HA" A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANCLE OF 5730'17", AND BEING SUBTENDED BY A CHORD OF 17.89 FEET, AT A BEA" OF 46:744'28'E, FOR AN ARC LENGTH OF 18.33 FEET, TU A POINT OF TANGENTIAL REVERSE CURVATURE,- THENCE ALDAIG A CURVE IO THE RIGHT, HAVING A RADItHS CF 95.00 FEET, TWOUCH A CENTRAL ANGLE OF 15'00'34', AND 8EWG SUETENDED BY A CHORD OF 24.82 FEET. AT A BEARING OF N4C5907'E FOR AN ARC I ENMH CIF 74 99 FEFT, TO A POUR OF TAHiCENT1AL REVERSE CURVATURE: THENCE ALONC A CURVE 70 THE LEFT, HAVGHC A KADIUS OF 20.00 FEET, THROUGH A CENTRAL AUiT,1E OF 52'30'T 7', AND BEING SUBTEHDEO BY A CHORD Of F 7.69 FEET, AT A BEARING OF N26'14'45'E, FOR AN ARC LMTH OF 16.33 FEET; THENCE RUN N89'59'37�E FOR A DISTANCE OF 100.00 FEET. TO A POINT OF NON -TANGENTIAL CIRWLAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'017', AHD BEING SUBTENDED BY A CHORD OF 17.69 FELT, AT A BEARING OF S2E1532 E, FOR AN ARC LENGTH OF 18.33 FW. TO A POW Of TANGENTIAL REVERSE CURVATURE: THENCE ALONG A CURVE TO THE RIGFIT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL AWAX OF 15'OO'34', AND BE!!'HG SUTTENDED SY A CHORD OF 24.82 FEET, AT A BEOM OF S450O'23i. FOR AN ARC LENGTH Of 24.89 FEE% TO A POINT OF TANGENTIAL RE TERSE CWNATURC: THENCE ALONG A CURVE TO THE LEFT, FUMING A PANS OF ZO.00 FEET, 1HROUGN A CENTRk ANGLE Of 52'3V11'. AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BE014NG OF SSY45-11-E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN 5OO'00'23'E FOR A DISTANCE OF 130.D0 FEET; THENCE RUN N89'59'37'E FOR � DISTANCE OF i 13,79 FEET; THENCE RUN SOO'0D 23'E FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENWAIL CkRCULAR CURVATURE: ENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.DC FEET, THROUGH A CENTRAL ANGLE OF 2F39'W. AND BEING SUBTENDED HY A CHORD OF 163.77 FEE7, AT A SEARING OF SIV49''3}W, FOR .W ARC LENGTH OF 165.62 FEET. TO A POINTS OF iANGEFYFUL COUPOUNO CURVATURE; 'THENCE ALONG A CURVE TT3 IH5 RICHI, HAVING A RADIUS OF 1190.00 FEET, 111ROUGH A CENTRAL ANGLE OF 1n6'36. AND BUNG SUBTENDED BY A CHORD OF 394.82 FEET. AT A BEARING OF S38'57'08'14, FOR AN ARC LENGTH Of 3W.52 FEET, TO A P019F OF NON-TANGE)"'. C%MUND CUM ATUFE: THENCE ALONG A CARVE TO THE RIGHT. HAVING A RADIUS OF 45.00 FEET, THROJGH A CEI M& ANGLE OF $73918% AND BEING SUBIENDED SY A CHORD Of 44,77 FEET, Al A SEARING OF S44'45'59'E, FOR AN ARC LENGTH OF 4&86 FEET. M A POINT Of REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT. HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 163H3'25'4 AND BEING SUBTE74DED BY A CHORD OF 2017 FAT. AT A v-ARHHG OF S2413'231 FOR AN ARC LENGTH OF M36 W. TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT. HAVING A RADUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 61'46'37 AND BEING SUBTENDED BY A CHORD OF 46.20 FEET, AT A BEARING OF S0741'17-E, FOR AN ARC LENGTH OF 48.52 FIEF; THENCE RUN S2$'12'02-W FOR A DISTANCE OF M46 FEET, TO A POINT OF TANGENTIAL ORCLI,AR GURVATUURE; THENCE ALONG A CURVE TO THE LEFT. HAVING A RADIUS OF .500.00 FEET. THROUGH A CENTRAL ANGLE OF 2633'16', AND BEING SUBTENDED BY A CHORD OF 137,80 rEET, AT A BEARNG OF S14'55'24'YA, FOR AN ARC LENGTH OF 130.04 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADILIS OF 3D0.00 FEET, Ti4ROTNGH A CENTRAL ANGLE OF 74'19'47', AND BEING SUS ENCED GY A CHORD OF 362.+7 FEET, AT A BEARING OF S38'48'44-N, FOR AN ARC LENGTH OF 3811.19 FEET, TO A POW OF 1AAH6EML REVE7t5E CURVATURE; THENCE ALONG A CIiRVE TO THE LEFT. HAVING A RADIUS OF 3%00 FEET. THROUGH A CENTRAL ANGLE OF 656'55', AND BEING SUBTENDED) BY A CHORD OF 409.13 FEET, AT A BEARDING OF S32'59'04 V, FOR AN ARC LENGTH OF 450.20 FEET, TO A POINT OF TANGENTIAL REVERSE: CURVATURE; THEiiCE AIDNG A CURVE TQ THE RIGHT, -HAVINC A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111*49'56', AND BEING SUSTOWO BY A CHORD OF 74.54 FEET, AT A BEARD v OF S45'54'37 W, FOR AN ARC LENGTH DF 87-83 FEET: THWE RUN k7B'16251Y FOR A O15TAHCE OF 104.69 FEET, TO A PONT OF TAWSENTLAL CIRCULAR CURVATURE: THENCE ALONG A CURVE TO THE RIGHT, HAWIG A RADIUS OF 45.00 FEET, TH6ROJGH A C1 CRAL ANGLE OF 11541'28', AND BEING SUBTENDED BY A CHORD CIF 76.61 FEET, Al A BEQ WO OF N19'49'41'W. MR AN ARC LENGTH OF 9145 FEET: yHEHCE RUN N3&31'03'E FIOR A DISTANCE OF T11,06 FEET; TREHCE RUN N51'26'57'W FOR A 015TANCE OF 105.27 FEET, 10 A POT OF NON-TANCENTLII CIRCULAR C3UWATURE: THENCE ALONG A CURVE TO THE RIGHT. HAW4 A RADIUS OF 365.00 FEET, THROUGH A C'E.NTRAL ANGLE OF 75'57'07', AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A WARM OF S78'42'20-Y, FOR AN ARC LENGTH OF 48345 FEET. TO A POINT OF NON-TANGE?F K COAHPOUHO CHIRVAiLK, THENCE ALONG A CURVE TO THE RIGHT. HAVINC A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 10740'31, AND OEM SUBTENDED BY A CHORD OF 72.56 FEET, AT A BEARING OF S16'58'44'w, FOR AN ARC LENGTH OF 84.57 FEET, TO A PON OF CON -TANGENTIAL COAIPDUND CURVATURE; 1l1EHCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS 07 260.00 FEET. THROUGH A CENTRAL ANGLE OF 7C43'05'. AND BEING SUBTENDEO Gy A CHORD OF 315.54 FEET, AT A BEARING OF S33'46'55V, FOR AN ARC LENGTH OF 339.06 FEET; THENCE RUN SO3'34'37'E FOR A 057ANCE OF 87.M FEET. TO A FWrT OF TANGENTIAL CWCJLAR CURVATURE: THENCE ALONG A CURvr- TO THE RIGHT. HAVING A RADIUS OF 225.M FEET. THROUGH A CENTRAL ANGLE OF 5437'47', AND Row SLIRTEHDED RY A. CHORD OF 3NJS FEET, AT A BEARING OF S43'44'T6'IY, FOP AN ARC LENGTH OF 371.61 FEET: THENCE RUN lNBB'S6'SO'W FOR A OWA.NCE OF M2.37 FEET, TO A POINT OF TANGENTIAL C140LAR CURVATURE: THENCE ALONG A CURVE TO THE %K, HAVING A RADIUS OF Z85.00 FEET, THROUGH A CENTRAL ANGLE OF H835'lO', AKO BEING SUBTENDED BY A CkDRO CIF 92,05 FELT, AT A BEARING OF N79'39'15'W, FOR AN ARC LENGTH OF 92.45 FEET; THENCE RUN N86'5E'39'W FOR A DISTANCE OF 664.33 FEET, TO A POINT OT TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CUM TO THE LEFT, H{AVWG A RADIUS OF 00.00 FEET, THROUGH A CENTRAL ANGLE OF 42'5213', AND 9EINC SUBTENCICD BY A CHORD OF 58.47 FEET, AT A HEARING OF S69'37'15'W. FOR AN ARC LENGTIi OF 59.86 FEET, TO A POINT OF CVwOUNO CuRVATURE: THENCE ALONG A CURVE TO THE LEFT, HAVING A RAMS OF 01.20 FEET. THROUGH A CERML ANGLE OF 94'11'25', AND BEING A*TENDEO BY A CHORD OF 118 96 FEET. AT A BEARING OF N&4'43d04'W. FOR AN ARC LENGTH OF 133.49 FEET. oso Eneen War ExHlalr 3 pml NapHq, FL. 34110 e Phon23!) 254-xoao LEGAL DESCWTION� ° COMMUNITY DEVELCPMENT WSTRICT 2 ev Exhibit "3" k%�-06 NWAFA-WA04 ,N a.. of 1-t� kmKm1"lwc su =f M02 A.� C4%cm PIL 4.=h. r/r/mIa 't,IT" ry n ptr! 1" (CONTINUED FROW SHEET 1 OF 5) THENCE RUN SD4'47'071V FOR A DISTANCE OF 126.8S FEET; THEI4CE RUN N7746'121W FOR A OHSTANCE Of 18-84 FEET; THENCE RUN NW5I'531V FOR A NUANCE OF 66,94 FEET; THDa RUN W'45'39 W FOR A DSSlIMCE OF 05.72 FEET. THENCE RUN SDS42'49"W FOR A DISTANCE OF 66.04 FEET; THENCE RilN N607'11'W FOR A DISTANCE OF 48.52 FEET: THENCE RUN S2FDO'46 W FOR A DISTANCE CIF 219.00 FEET. THENCE RUN N61-59'141V FOR A DISTANCE OF 657.71 FEET, TO A POINT OF TANCE'HFAL CIRCULAR CURVATURE: THENCE ALONG A CURVE TO THE LEFT. HAVING A RADIUS OF 200,00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41, AND [SING SUBTENOED LY A CHORD OF 82.46 FEET. AT A BEARING Of N7353'041V, FOR AN ARC LENGTH DF 83,05 FEET, TO A POINT OF TRAMITIAL REIIERSE CURVATURE: THf7RCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 16'2r341, AND BEING SUBTENDEO 8Y A CHORD OF 65.89 FEET•, AT A BEARING OF N7733'081V, FOR AN ARC LENGTH OF 86AS FEET, TO A POINT OF TANGETRTVIL COWPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 61'29'33', AND BEING SUBTENDED BY A CHORD OF 153.37 FEET, AT A BEARING OF N33*34341Y, FOR AN ARC LENGTH OF 16D.59 FEET. TO A POINT OF TANGENTIAL REVERSE CURVATURE THENCE ALONG A MIRVE TO THE LEFT, HAVING A RADIUS OF 137.D0 FEET, THROUGH A CENTRAL ANGLE OF I12'55'12-, AND HaK SUBTENDED BY A CHORD OF 228.38 FEET, AT A BEARING OF N607'24"W, FOR AN ARC LENGTH OF 270AO FEET; THENCE RUN S59'15'OD'W FOR A DISTANCE OF $9.92 FEET, TO A POINT OF TANGENTIAL CPO" CURVATURE; THENCE ALONG A CURIE TO THE RICKT, HAVING A RADIUS OF 13EOD FEET, THROUGH A CENTRAL ANGLE OF 71'28'3E', AND $E1NG SUBTENDETI BY A CHORD OF 157?0 FEET, AT A BEARNG OF N85'00'471W, FOR AN ARC LENGTH OF 168.41 FEET, TO A PONT Or TANGENTIAL, REVERSE CURVATURE; THENCE ALONG A CUM TO THE LEFT, HAVING A RADIUS OF 254100 FEET, n4*JGJ4 A MORAL ANGLE OF 3803'09', AND BEING SUBTENDED BY A CHORD OF 163.00 FEET, AT A BEARING OF N68' 17'59W, FOR AN ARC LENGTH OF 16&04 FEET; THENCE RUN N87'19'33'W" FOR A DISTANCE OF 86.72 FEET, TO A POW OF TAHGE1F K CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF W 16'60', AND BEING SUBTENDED 9r A CHORD OF 12.69 FEET, AT A BEARING OF N4711W'W, FOR AN ARC LENGTH OF H4.01 FEET; THENCE RUN N0702'431W F44 A DISTANCE OF 40.73 FEET, TO A POINT OF TANGENTIAL CIiRClgA4 CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVINO A RADIUS OF 100.00 FEET, THROUGH A CDITRAL ANGLE OF 54'41'O4', AND BEING SUBTENDED BY A CHORD OF 02,02 FEET. AT A SEARING OF N34'25'151W, FOR AN ARC LENGTH OF 95.62 FEET, TO A POINT OF TANGENTAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT. HAVING A RADIUS OF 550,00 FEET. N ROUGHH A CENTRAL ANGLE OF T3'06'41', AM 9EA4G SLW04DED BY A CHORD OF 725.58 EDIT, AT A DEARING OF KW23'071, FOR AN ARC LENGTH OF 125.66 FEET, TO A POIIN? OF TANGENTAA- REVERSE CURVATURE: THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 46'56'36, AND BEING SUMENDED BY A CNDRO OF 398.30 FEET, AT A BEARING OF N51'28'091V, FOR AN ARC LENGTH OF 469.86 FEET: THs HCE RUN N2T59'511W FOR A DISTANCE OF 47.49 FEET, TO A MNT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CUM TO THE LEFT. NA14NG A RADIUS OF 260.00 FEET, THROUCIR A CENTRAL ANGLE OF 60'36.37. AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A SEARING OF NWID'09'1111, FOR AN ARC LENGTH OF 275A4 FEET; T}GfCE RUN NONX28V FOR A DISTANCE OF 125,93 FEET, TO A PONI OF TANGENTIAL ORCU AR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF IOD.OD FEET, THROUGH A CENTRAL ANGLE OF SW20'20', AND BEING SUBTENDED BY A CHHORD OF 113.77 FEET. AT A BEARING OF S56'43'22-W, FOR AN ARC LENGTH OF 121.02 FEET, TO A POINT OF TANGENTIAL fZfASE CURVATURE. THRICE ALONG A CARVE TO THE RH,HT, HAVING A ROVS OF 200.OD FEET, THROUGH A CENTRAL ANGLE OF 4841'47, AND BEING SUBTENDED BY A CHORD OF 164.9T FEET. AT A BEARING OF SW24* 61►", FOR AN ARC HFNGTH OF 169.93 M7. TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THIEXE ALONG A CURVE TO THE RWI. HAVING A RADIUS OF 700.00 FEET. THROUGH A CENTRAL ANGLE OF 13'28'56', AND BEING SUETENOEO B'F A CHORD OF 164.34 FEET, AT A BE"G OF S7729'291V, FOR AN ARC LENGTH OF 164.72 FEET; THENCE RUN S84' L3'58'YF FOR A DISTANCE OF 168.90 FE]ET, TD A POINT OF TAINGEHTLAL CIRCULAR CURVATURE, THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS Of 250.00 FEET, THRDJGH A CENTRAL ANGLE OF 34'43' I9', ANO BEING SUBTENDED By A CHORD OF 149,20 FELT, AT A SWING OF S66.52'18'W. FOR AN ARC LENGTH OF 15130 FEET, TO A P0147 Of TANGENTIAL REVERSE CURVATURE; 1HEHCE ALONG A CURIE TO THE RIGHT, HAVING A RADIUS OF 475,00 FEET, THROUG 1 A CENTRAL ANGLE OF 6708'00', AND BETHC SUBTENDED BY A CHORD OF 49023 FEET, AT A BEARING OF SK34'39'W, FOR AN ARC LENGTH OF 515,1 t FEET, TO A POINT OF TAHGEHTW. REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 2OO.OD FEET. THRQRjGH A CENTRAL ANGLE OF 6524'33', AND BMIG SUBTENDED BY A CHORD OF 216.12 FEET, AT A BEAHIHG DF S79'5622 W. FOR AN ARC LENGTH OF 228.32 FEET, TO A POINT OF TAHGfHT1AL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHF, HAWS A RADARS DF I5D,OO FEET, THRDUGH A CENTRAL ANGLE OF 43'T9'39*, AND go% SUBTENDED BY A :HORD OF 110,75 FEET, AT A SEARING OF S675SM'W, FOR AM ARC LF3IGTIH OF 113.43 FEET; TVOCE RUN S8913'44*R FOR A DSTANCE OF 33.61 FEET; THENCE RUN NOO25.581N FOR A DISTANCE OF 2674.12 FEET; THENCE RUN R2BS7'22'* FOR A DISTANCE OF 100,00 FEET, TO A I>QIItT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG, A CURVE TO THE R;CKT, HA INIG A PANTOS OF 700.89 FEET. THROUGH A CENTRAL ANGLE OF 15`24.01% ANC BEING SLIBTENDFf3J BY A CHORD OF 15013 FF3.i, AT A BEMWO OF S79409"W, FOR AN ARC LENGTH OF 19C,81 FEET, TO A POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14. TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAID EAST LINE OF THE NORTHEAST OUARTM OF SECTION 14, RUN N00'iS'37'W FOR A DISTANCE 9F 495.65 FEET, TO THE 501UTHEAST CORNER OF THE NORTHEAST OUARTER OF THE NORTHFJST QUARTER OF $A10 SECTION 14; TWEHCE ALONG THE SOUTH LINE OF THE NORTHEAST DLARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14, RUN N88'20'43'W FOR A DISTANCE OF 693.91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF T14E NORTHEAST DUMTER OF SAID SECTION 14; TXLNCE LEAVNG SAID SECTION LINE, RUN N5751'27W FOR A DISTANCE OF 171.83 FEET; THiCT4CE RUN S3708'33"W FOR A DIST44CE OF 122.51 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTN OUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NCRTH OWTER OF SAID SECT:DN 14, RUN 9ff20'43 W FOR A DISTANCE OF 2557-48 FEET; THENCE ALONG THE WEST UNE OF THE EAST HALF OF THE NORTHEAST OUAIM OF THE NORT-WEST Ow1NTER OF SAID SECTION i4, RUN MM'02'07'E FOR A DISTANCE OF 1389.87 FEET; THENCE LENuM SAID OI A TV LINE, RUN N8305'43 W FOR A DISTANCE OF 590.35 FEET: THENCE RUN HDl'43'02'E FOR A DISTANCE OF 103.79 FEET; THHENCE RUN S86V'55E FOR A DISTANCE OF 1274.00 rM; THENCE RUN S88109'46*E FOR A DISTANCE OF 1374.52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF DF THE S0',ITHEAST OWIRTER OF SECTION 11 AND THE WEST LWE OF THE 509DWAST QUARTER OF THE NORTHEAST OUARTER OF SAID SECTION Ii, TOWHSN-P 51 SOUTH. RANGE 26 EAST, RUN NOI'13'54'E FOR A DISTANCE OF 1060,10 FEET; THENCE LEAVING SAD "TTER UHE, RUM 5BB402E FOR A OISTANCE OF 518.3J FEET, TO A PONT OF NON -TANGENTIAL CIRCULAR CURVATURE. THENCE ALONG A CURVE TO THE RIGHT. HAVWG A RADUS OF 350.00 FEET. DOUGH A CENTRAL ANGLE OF 370511", AND BEING SLIBTENOEO BY A CHORD OF 222.6E FEET, Al A STARING OF N1705'16'E, MR AN ARC LENGTH OF 226.55 FEET; THENCE RUN H3537'511 FOR A DISTANCE OF 214,87 FEET. to A POINT ON SAID SOUTHERLY RIGHT-OF-wAY LINE OF U.S. 41, oom 95O Enean - WoY '"" "• "" �.A•X- P +� Napies. FL. 34110 LEGAL DESCRIPTION 3 s Phpn.: GZ3aj 254-Z050 7 scc-11Hi RCE HOLE h4ONTES Flo,ido C.rlrika+. of CC>A&fUNfi� DEVELOPMENT DISTRICT 2 Its 1e-sts-:<c � +sNSls--rn ucw.,*R.w uR*a Alrlhwl"allon Na.1772 { y1gA.eyy cop 4 4-� f1 L.c \FMDMI lWWW WOO C'A7 M9CMI UlVeaww.' +..6+ w'caw M_&,W ft, 0/"fs 144*1 IV Pb%W qy Er "m (C01111vItED FROM SHEET 3 OF ;), THENCE ALONG SAID SOUDIERLY RIGHT -a -WAY LINE, RUN 554-21.53-E FDR & DISTANCE OF 507.97 FEET, TO AN INIEPSECTIaN AITH THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION II; THENCE KONG S+UD OUMTER tINE, RUN SOI-DWOOV FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING OF ME PARCEL HW-P DESCRIGEO; CONTANNK 1,070-640 ACRES. LESS AND EXCEPT: A PARCEL. OF LAND LOWED LY A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIOA, BEING MORE PARTICULARLY DESCRISED AS FOLLOWS! THE NORAEW 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14• TOWN4HIP 51 SWTHT. RWU 26 EAST, CT8.LIER C,OMTY, FLOP. QA. CONTAN!IING 10.9D5 ACRES, UORE OR LESS. TOTAL DESCRIBED AREA - 1,059.734 ACRES. HOLE MONTES, INC. CERT,FICATE OF AUTH WATIONI NUTA-RER L B 1772 r - --PS-Ei. 46278 N J. ftTOH T STAIf OF F,DRg7A f4dVR'T. Q50 Enoon woo e. -,i: w 1i- raaW.., r>- 3a1+U LEGAL DESCRIPTION or S 5 Phony: (23B] 2ri4-2000 9 7 H LE AA0NTF S FloH g C�AI1it4!■ of w17[ " n"Wmi Aulhofl--QIW No. COMMUNITY DEVELOPMENT DISTRICT 2 _ �net_sru.l..c:ems ',5-3►�7��Ch 11 IW�+ P' ynllwt/(�OdK+V11►L'7p ill moi 114�a!'S%Lik lhflw dill i7Jlr.lS'LIA 1 1 I 1 , I I Iwn = i rl r � 1 i rat 1 r rlrl r {■�1� +, r^ III � # �= � f" �A i � I• � p N w t1 wtiA rnf } •' Nam. v,I./� t N LW I rf cc - # x � m m m ;a zo !t z -- -- ----RWGE---------- RIWCE 27 Sao Er: CAM 9`aq Encore Way II.A K- 9 +e 14ppt.r, FL. 34111) SKETCH OF LEGAL OESCRIPTION S Phrnr; Wq) 254-1000 19Sf8�70 HOLE PAUNTES Flerl v C9rlrflcol■ of COMMUNITY DEVELOPMENT CISTR(CT Z S£C-i>r71-IICC LuPm ftQ ""n" Aulhar+eo+lon No-177t '1,+y.1�-SIS-tiE R 1d-!12-t][ C90t 9mygt4q C�Q r.4b Ww atWK" oo FVA ItW?M rNr =Aro-t4%, ftH"1=j _ _' _ CURVE TABLE CI}RW RAAA15 DELTA 04ORL C1fW OWING ARC LWIN C1 350.DO 66'22'03' 383.13 51743'351 405.42 C2 15CI16 110'27'S0' 246.44 S34'48'28'F 289J9 C3 20.00 5T30'17' 17.69 NU44'28'1 18.33 04 95M 15'0634' 24A2 1444'5913n 24.89 05 20A70 52'30'17' 17.69 N2GlfWE 18.33 Cs 20M 57V17' 17.69 S2815'327 18,3d C7 95.A0 SSOO'34' 202 SWW231 24.89 C8 20.D0 5530'11' 17.69 S63'4511'E 1&33 69 320.00 27013' 163.77 514'49'1311 165.62 CIO 1I9.100 16'3636' 3E4.82 SM57'081r 386,52 C11 45.00 61T39'38' 44.77 S44'45'E9l 4E.66 C12 62-M vr&25' w7 S24'15'231 20.56 C13 45-M 81'48'37' 46.20 502'41'171 48-% C14 -WOO 20VI6' 137-60 S14.55'24Wt 139.04 C15 300.00 74'10'4r 392.47 538'4640% 389-i9 015 W-DO 8558'S5' 400,13 532159-06-W 43020 C17 45.OD 111'49'58* 74.54 S45'b4'371V 87.A3 CIO 4513a 1IC41'28' 76.91 NI9r49'41'W 91.65 C10 M590 755rDr 440.i9 S78'4220% 483.85 C20 65,00 107'40'34' 72.88 SI6'SB'44'* 84.57 021 280-00 7443'05' 315.$4 W46'55'V 338.06 C22 2.25.00 94'3r47' W.70 S4,TWI61P 371.61 Ca 28,"W tir35'10' 02.05 1770'39'l5jW 1 92.45 LINE TAlu LINE WEC" r L1 S3S39'171V IC7.40 L] 6&44 0 N89'S9'371 100.00 L4 50p Op'23� 130.0D l5 1i893F'37 11J.79 L6 S00'00'23'E T5U 3E L7 326.12.02'W 70.48 Ld Y7r I M' 9 194.68 L9 H373l'03E 111.08 LID N51'28'S71Y 106.27 LII SATJ4CVE 07M L12 iWWSO'W =37 L13 N88.5t391V 664.33 LWE TABU LSNE DfR£CT10N WaTH L14 SO•t4rD711' 129-M L I S N7T46' 12'* 78.84 LIS N88'51'M 65.94 L17 *145',V"W 685.72 L18 SW42'4919 66.04 1.10 N8417'1114 08 52 L20 S280O'461V 219.OD L21 N61'59'141V 667,71 L22 559'15'001V $9,92 U3 N8r}0'33iY E8.72 L24 NOTOfW# 40.73 L25 9275011Y 47.49 L26 146538'281M 125.93 aar. ?Af r/r/uli sual nr rww y fi+ -+f CURVE TAM CURVE RODS DATA 1 CHORD CHORD BEo,RING AK LEHCM C24 80.00 42'S2'13' 58.47 S693r151V 59.88 1 C25 81,20 9T11'25' 118.9E N84'43'04V 133.49 C26 200.00 23'47'41' 02,46 N73'S3'04'N 93.06 C27 3DD.00 18'2r34' 05.69 977-33-OBV 86.18 C28 150.0D 61'29'3r 153,37 KW34'341V 360.99 C29 137.00 112.65'12' 228M N64-17'24-W 270.00 CX 135,00 71'2lr38' 1157.70 tt85'00'421Y 165.41 Cat 250.00 37D3'09' 163.DD N68'17591V 166.04 C32 10.00 8718'50' 12.89 N4711'0811 14.Ot C33 100,00 54'47'04' 02.02 K34'26,lsv 95,62 CM 550.00 13'O8'41' 125.53 N68'2J'07*t 125.88 CM 600.00 WS8'36' 398,30 N51'28'0 V 409.66 CM 260.00 6736'3r 202.39 KWI9'091V 215.04 C37 IOD.00 6720'20' 113.77 SW43' V 121.02 C38 200.00 4941'47' 164.91 SW20611 169.9E C39 700.00 1 13-2D'SI6' 164,34 57728'29V 164.72 C40 250,00 1 34'43'19' 149.20 S6a52-la-W 151.50 C41 475.00 9708'06' OOM SW34'391Y 516.11 C42 200.00 65.2433' 21E,12 S78'56'22 * 22832 C43 150.D0 4719'39' 11035 567S3'5 W 113.43 C44 702.89 15201' Imn S70'44'39-* 190.81 C45 J6000 3?05'11' 22281 N17'05'161 226,55 LINE TABLE LWE DIREL710N Lf%7H L27 S84'13'50V 164.90 1.26 5870441V U-81 L29 )w25'SB'1M 2674.12 L3D N2637'22'W 100.D0 L31 ND725'37v 405.65 L12 Nw2D'43,w 693.91 L33 Ik5m'2711I 171M L34 53r08'3311 1=1 L35 NW20'431V 2557.48 L36 N0402'07'E 1384.87 L37 9SM'43ti1 5 35 L38 NOI'43'D2 c 149I79 u9 S88.O9'55'E 1274-OD UNE TABLE UNE Dlwc" UDM L40 S8809'46 E 1374.62 L41 NO113'S41_ 1660,10 L42 S88'48121 518,33 L43 H35'b7'S1l 214.87 L44 $54'21 WE $07,91 L45 SD1'00'08'W 3508.6I L44 58705'I3'E 670.28 L47 S00'2e3f*E WAS t48 NW13.02V 691Z9 L49 N0720'4114 68894 vhxrw V: CAM- 954 ww6vs -24 4 Na .FL. 34110 LNE AND CURVE CABLESswn rae Peon► {239} 254-2000 i 980 0 S HOLE MONTES Rlerldo CortsRcafo of �-1Me} o�ukolmk .ro Auwfhortioilan No-177z COMMUNITY DEVELOPMENT Q15rRICr 2 �: � A IIAI-t1s-Jfr (3 LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST '/4 OF THE NORTHEAST %4 OF THE NORTHEAST Y4 GF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 210.003 ACRES, MORE OR LESS. 4 {7 Bag 9� it lit s I r� -r•M f. fY� � tt � •••��lll all u s sa pis �u. irnii1SYF1� EXHIBIT B RHODES & RHODES LAND SURVEYING, INC 08 M 8WWrA UJUNDADM IB' SUMM for 6%t1Q3A 6PSUAK FWMDA MI'M !'Li[ AN(Wj /RS- m FAX (3N) Ea:810 �r LEGAL DESVRI1 10% A I'.ARCEL 01: IAND LOCATED IN SECTION 13, TOWNSHIP 51 SCJL"I'H. RANGE 26 KAST ANI) .I MONS 18 ANU 1q.'l'Ol1 NSH1P 51 SOL-TH, RA[;F.27 FAST. COLLIER C'OVNTY, FI.ORII-)A, BEING; MORE i',%w1'iL'L11.AR1.), DESCRIBED AS FCH.LOWS: COMNIEN;Cl: I'TIII; NESTQUARTER CORNFR Of-- SE010N 18.TOWN51111' 51 SOLI-H. RANGE 27 EAST, ['O].LI]iR COUNTY, FLORIDA: THENCE RUN ALONG THE WEST ONE O]F SOLrl'IIWFST QU ARTFR OF MAID SECTION 18. SOUTH oo'2o',16" 11'E51', A DI.S-rANCE OF 2,2,33.65 FE:rn-ro'1'f i L POI;J]'OHBEG INNIN,OFTIIF.PARCELOFI_1tiD1]ERKINDESCRIBED;THENCENORTH88'56'16" WEST', A DiS'I':AN;CE OF i61.44 FEET'I'O A I'OIN I'()I-'CL'RA :ATURE. TllrNCE W FS-rERF.Y, 5q.86 FEI-"I' ALONG'rHE ARC OF A CIRCULAR CURVE, CONCAVIs SOLTIIERLY, BA ING A RaU US OF 8v.00 FFET, TIIROI,1G11 A CF.NTRAL ANGLE OF 42°52'1:3" AND BEING SUBTFNDED BY A CHORD TI1AT I1FARq SOLTI I W37':38" %l-KST, 58-47 FF.FT "1Y1 .A 1701N'r OF IZKVFRSE CL'Rv.,vrURE; 111ENC F. 11'L•:STERLY, 133.49 1'ERT ALONG THE ARC O!F A CIRCULAR CURVE, CONCAVE NORTHERLY, II AA'EN[, A RADIUS OF 81.2o FEET. THROUGH A OF 94'11'2a' AND BFIN[C SUBTIF.NDED ki} a C.I IORD THAT BEARS NORTH 84042'41" WFSr. 1 i8.46 l.41 rT. THENTCE SOLTI I 04647':30" 1A'F, 1', A DISTANCE OIF 12,1.63 FEET; 1'11 ENICF NORTH 8+ 046'v5" NN;EST, A DES"I'ANiCE 01' y.yq I-4F.1F.T: TiIl:\Cl++. NORTI1 77'45'48" %%*FS1'. A D15'i'ANCF. [1F 68-'6 FEET: TiIFNCE NORTII 88',51'31i' 1VNST, A DISTANCE OF 65.94 FFIT; THENIC'F. N;OR'111 84"A5'16" NEST, A DisrANCi? OF ;g5.2q k'EET; 'I'}I1:N;C'1s NC)R'l'II o8°{b';;' FASi", A 171tirANCF. OF 15.iq FEET: THENCE NOR'1'II 81"13 n5' N"FST, +1 DISTANCE OF 86.83 FFI: r TO 1 A 110INT OF CURVATURE THENCE SOLTIiwEs,1'ERIv. -10.61 FEET ALONU Till'. ARC OF A CIRCULAR CLIRVF„ CONCAVE. SiaL" !'] Ii'.AST[:RI.]'. }I:IA']\[� .A RAI71l'S OF •�5-vn }'EET, "rH R(]L'(:H A CFNTR:Al. A1;GLE OF q;3"o.}'r1;;' AND BEING SUITI'F.NDK0 BY A Cl I(IRD i'] IA'E' Br,%RS SOUT]i 5-'°14'5•z" WF..41', 36.29 ]FEE'l';'ri [FN(:-F. SOU713 05 42'g9" Nvxr. A DISTANCE OFF 16.q:3 FF.I']' TO .A POIT+,T OF CURVA'I'L'RIi: THF.NC'E SC1L"rIjWrS'l'FRL)', 14•vv FEEL \LON[- THE. ARC Of' A CIRCULAR CURVE, CONCAVE ti[JRT11N'ES'I'F,RLI. 1EAV]NiC; A ItIDEUS OF ay.vo Flitr. THROU(Al A CENTRAL ANGLE OF 11201?57' AND BEING SUBTFNDFD BY A C'IlORDTII A'I" I3FARS SOL7II 6V51%j8" %VFSI,41-52 FRET, TIIENC K NORTH 61'59'14" WFSI'. A D1tirANC'F OF 7.,-11 1FFFT 11) A POINT OF CURVATURE:; THENCE NORTHERLY, •12-13 FFF.'r ALONG TIIE ARC OF A CIRCL'1_AR CL'RVF, C'1)NC.AVI_ EASTE RI.A', HATING; A RADIUS OF3v.ao FFE'r,'!'HROt�Glf .A C'EN"!'R,,L AN(.LE OF 81°[Yd 25" .\'.til) BEING SUBTENDED BY A C'I IORD Tll_A'I' I;FARS NOR'I'1I 2i%2K 1" WESr. 38.98 FFFTTO A FOINT OF R1:1'ERSF. CURl'.Vi'L'Rli; THENCE NC)RT1111'FSTFRLY, 213.13 FEET ALONG THE ARC O]' A ['1RCLI.AR CLiRVE. C'11NCAVI-' SOLrl'il%'Fti'TFR1.Y, HAVING A RADIUS OF 9n.ov FlsFT, TIIROUGII A CE\ FRAI. ANGLE [H` 135'41'08" AND BEAN:G SL:BTF.NDED BY A cuoRD'I'HAi- REARS NOR'I']] 48'47'22" N F'+"I', 166-71 FFI`TTO A 1101N"I' OF RI-VERSF: CtRA'A'rURE; THENCE N'I•;STF.RLY, 61 caq FF,f AIA-)NG TlIE:ARC OF :A CIRC IA,-\R CURVE'. CONCAVE NORTHERLY, IIAVING A R I)IUS 01: 67.00 Fl:1:T. TIIROUGII A CENTRAI.:A%GLE OF ,54'38'43' AN I) BF,INiG 5L'BTEN1)ED BY A C110RD 111AT BEARS NORTI1 89018':35" N'F,ST, 59.67 f EFl% THENCE NOR'r}1 61°3q'1-1" N'F_S'1', A DISIrANIC'E OF 36 t.1n FFF.7; THENCE Ni W111 21'37' zq" it •A.4T, A 111S'r.%NC'H OF 2!50+74 FEET TO A I'OI%-F OF (:URv.vrURE; THENICL•' NORTHERLY, 121.17 F ET ALONG TIIF ARC OF A CIRCULAR CURVE, CONCAVE WF-ST'ERLY, HAVING A RADIUS OF 2:10.00 FEET'.'T'HROVGH A CENTRAL ANGLE OF 30'11'06"-%NI)13F.IN:C; SUIVI'ENDED Rl'A C'I IORil'l'H:AT BFARS N OWI'11 06°32'26" FAST. nq+77 FF T T[) A 11()IN T OF REN'E:1[SF C'URVA'I'L'RF;'1'f I ENCI,' NOR'I'I IF.RI.Y. 34 ''24 FEETALONG THE ARC OF A CIRCL-I.:1R CL-RVE, CONCAVE FASTER].). HAVING ,1 R-%DIUS OF 65.vn FEET, THROGGli -A CENTRAL ANGLE OF 30011'0- AND BITING SUBTFNDFI7 RY A CHORD THAT BF'_1RS NOWFII o6"32'26" E:Iti"I . 33.81 FI;N l% THENCE N[ )RTI 1 21'3? Stl' EAST, 1 DISTANCES 1F 1on.89 FEET TO A 110IN7 OF CURVATURE; TIIENCK NORTIIFR1.Y1624-18 FEET ALONG THF.. ARC. OF A C'IRCL'] %R CURVE., CONCAVE AVE.STERIN, HAVI'ti[; A RADIUS OF 1.1gn-oo FF,ET, THROUG11 ,1 CENirRll. 1\Gl.l'. e)F v^"4F3'48" :1ND BE'JNG 5l'IiFF.\DF]) ]il' A C11t)RD'I'11AT ]3k:AR5 NCJRTH 17'43,35' FAtii', 162.1g FK T TO A J10IN I' OF RT:VFRSE C'.L1RVA'I'l1RE:'rEIENC'IF. NORTHFRLI, 13&92 rEET ALONI[I TI I ARC OF 1 CIRCL'i.AR C URVE, CONCAVE EASI'F.RLY, I IAVIN[; :A RAP[ US OF 5moo FF.F1', 1'f IROU4',H A 1. ANC LF. 01" 15o 3b*2,;" AND BF1N[; SL'BTEN:DF,D BY A Cl IORD TI IAT BEARS NORTH 21';;-'22" EAST, 1:18.49 FRET TO A POINI' OF REVERSE CURVATURE; THENCE NORTIIERLA" ;376.g1 FEET _1LONG, THE ARC OFF A L'IRCI I-%R C'L'RVE, CONC'.11F. N°F,Si'ER1.1, I I AVIM. A IC:AP[US OF 89o,o a FEFT, T1IHOCCII A C F\TR.11.-VV(1-LF OF 24°15'j1" :ANI) BF.IN(; `► SVRTF,NDL11 lit -A (A10R!) TlLkT HFARS NORTH I 1^';;$" F, 1ST. rI-to I'EET TO A NANT 1)F I [\i 1tS-1 V ,►a1Ch ynd Ic:AI..'++Ix.1iw+e1�•! dew+ Pam 10b Exhibit "2" 0 "0DE5& Rff0DES LAND SUJ?YEMVGi; EC MAW BOAM OR lh7Nj (7BjF� 9(IITfL I/: IflVAW (eW) 4As-8JW PAYfM 405-Nla9 R FA'iERSlE C'URA'ATURF: TT I ENCF N'OWI'I I EASTERI A , 56.8y FEET' ,ALONG TT E E ARC OF A C1 RCU LAR CL'RA'F. CONCAVE SOLTHEASTF:RLY-, IIA►'ENC A RADIUM OF30.00 FEET, I'll ROUGH A CEN711AI. ANGLE OF 65011'o8" AND BEING SU E3'I'ENDI;EI BYA CHORE) TI IAT BE. ARS NORT11 37*1 17" FAST, 53.87 FEET; THENCE. 'vOR'l'li 68°59'm- LEvn. A D1S['ANCE OF 25.61 FEET; 'r}{EtiCi: SOU"1'H 51"48*02" FAST. A DINT-.ANC'F OF 171.0)3 Fl:h:f TO A 1101\7 6N :A NOIti-'I'ANGF:N"IAL CURVE'; TIIH:wCE NOR'111P.A511ERLY. 143.11 FFF:r ALONG THE ARC OF A CIRCULAR CURVE. CONCAVE SOl"rHEASCERIA, IE.AA-IN(; A RADIUS OI' 895.o0 FFET. THROUM4 A CEN'TR.AL .ANGLI-+ OF og"W51" AND BEENG 5UB1I-'NDXD BY:A CHORUTHA'r BEARS NORTH 44011'54" EAST, 143.26 I'1?L•:T TO A PO[N'rOF REA'i:RSEC:1'RA'XI'L-RE; l'IIE\C F:Nt)RTlil,,A 'rF.RLY-. 157.90 FEEI'AI.ONGTHE:ARC OF A CIRCULAR CLIRVK C ONCAN E NORTI f N'W I'FRLY. HATING A RADIUS 01-4 668,w 1'EiF.T, 'r1EROU'[.I I A CENTRAL :AN[ ALE [ )F 13"g1;,3" .Atil7 BEING SU.BTF.NDFD SY- A CHORD TI [AT BEARS NOR'['H 42001'23" EA5 r. 157.53 FEE'[' '1'0 A POIN k' 01' COMPOUND CURVATL:RF, TI IIENCF. NowrHF►STF.RI.Y. 18;3,88 FFI:T ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTIII ESTERI.Y. IIA►'EN1: A RADWS OF 5oo.no FEI:'r, TIIROUGH A CENTRAL ANGI.IE OF 21°18'01" AND BEING SU III'FNDED BY ► CHORDTI IA'r BEARS NOR'FH 24°36'26" F,AST,184.81 FEET; THENCE NOR'rll 13"57'25" FAS•r, A DIN-17ANCE OF 434.86 FF.[ir TO A POINT OF CURAA'rl'RE; rlIENCE NOR'I'HEAS'I'1.RE.Y, 389.88 FEET AI.0NG 11111. ARC OF A CIRCULAR CURVE, CONCAVE SOUI'iF_1STFRIX, E1MING A R.-1DR-S OF 495.oa FF.Ii'I', 'rHROUGII A C'EWR:AL :ANGI.F. OF 45' 07'42" AND HEM%(; SU13'I'F.NPEID BY A CHORI)Tf I A'I' BF.AICS NORTH 3603i'W' EAST, 379.88 1111' TO,APO1N'TOF RFA-ERSF('1'RV.\'I'L'RF;THENCE NIIRTIEI'.ASTF.RIN. 151.58 FI-', .E'AL.ONGTIIE.ARC OF A CIRCULAR CURVE, CONCAVE NOR'['1111-FS'!'ERT.Y, HAVING A RADIUS OF 150,00 FE.rr, 'riiROL'C;II A Ci'%TRAI._1Nt'.LE OI' ;7";.I'o1" AND IWAM SUBTENDED BY:A CHORD TII.A'r BF.:ARS NORTH 30'08'06" EAST, 1.15.21 FEET'rO A POiN'I' ON A NON-TANGEN-FIAL CURVE; 'MENCE F�ksTERLY, 3o3.95 FF'.1•7 :ALONG THE ARC OF A (:[RCt'LAR CL'-RA'E, CONCAVE NOR'rHER1.Y, HAYING A RADIUS OF 2.5.9.00 FEET, '1'IiR[)UG1I A CEN 1'RAL ANGLE OF 68'17'37" AND BEING StI1111 )FI? BY -A CT(ORD 'r[iXr BEARS NOWTI 172'.11'10- !EAST. 286.27 FFE'T TO A POI,L"I' Ol" RF1'F.RSF CVRV ATURE;-r11ENCF, NORTHRASTFRINt 214.76 FEE1' AWNG -['lil, ARC OF A CIRCU-LNIt CURVE, Ct)NC:►1'F sormF�ASTFRLY•_ II•A► ING A RADIUS OF 250-oo FEET, THROUG14 _I C EN-rRAL ANGLE OF 49"13'09" AND BEING S1-I3'['FNE)F.D RY A CIIORI)'rimi, BEARS NORT'II 63"ug'o5" FAYE%208,22 FEFrTO A POINI'OF REVERSE C'11R►'AWRE;'MENCE NOR717HEASTERL.Y, 248.23 FF r AWNG 111E ARC OF A CIRCULAR Cl'RY'i',. CONCAVE N0RTHII-ES-1'F.RI-Y, ILWING :A RADI US OF 21o.00 FEls'l'. THROUGH A CIENTRALANGLE OF 67 -4 3'34" AND BFUNG SUBTENDED BY A CHOW Tll:1'1' BEARS NORT11 53"53452" F'_1.51% 234.03 Fl-,a '11) A POEM' OF RF.VE.RSF. CURVATURE.: TIIFNCF NOR'l'HFASTF.RI.Y, 122-11 FI1,F'1' AE.ON('-'1'HF. ARC OF ACIRCULAR C[1RVF, CONCAVE SOL'TlIEASI'F.RI.I', HAVING A RAMI'S OF 10o-on F1.l:T,'I'1IROUMI A CF.NTR:AI. ANC.1.F. Ol' 69°57'55" AND BEING SUBTENDED KY A CI TfiXl' BEARS NORTHH 55901'02" EAST, 11a.67 FF.k r Tt) 1 POI i+[' OF REVERSE CU RA'.A'rL'R!?: +11-1ENCF. EASTERLY, 57.32 FF.L"E' ALONG, 'rH E.ARC OF:A C:IRCU1.AR CLIRVE, CONCAVE NC XIIIF:RLY, I AVIN[- A RADUS OF too.oa FEL7, IIIROI'GII A CF\7RAL ANGLE OF 32650'27" ANM BF.I\(; SUIt'I'FNDF.D BY A CHORD THAT BEARS NORTH 73"34'46" MAST, 56.y,I FF.I:1'; THENCE NOR'l'H 57"09';;2" F.AS'I', A DISTANCF OF t15.02 FEET; 'rm-'NCE NORTH 0,14035'wi' 11'f"5 % _I DISTANCE OF 86.36 FFFT TO A POINT ON A NON- TANGEN I'I.AL CL. RV F; 'I'H F.tiCE NO RTE E EAS"TF:RLY, 528.t1;; F F IE'r :ALONG TH F: ARC OF A CI RCU 1.:A R CURVE, CONCAVF N0PTEIM'F5'1'F:RLY.IIAVINGA RADIUSOF8:in.00 FEET.+111ROUGH ACI \H-RAL ANGLE OF 36°29'32" .AND BEING SL'13'11ENDFI) BY .A C'IIOKI) TIUNT BEARS NORT11 bV-17, U3" I'.AST. 5ty-74 FI:1:'['TC1 A POIN'rOF RFVI'.RSE C'11RVA1'URF;'['HFNC.E HASTERLY,403.75 FrFIT ALON[ ,mr. .ARC OF A CIRCLA-AR CURVE, CONCAVE S[)L IFALY-, HAVING A RADIUS OF 300,00 FEET, 'I'l IROU[-l[ A C'EN'rRAI. ANGLE, OF 77°n6'37" AND KFING SL"E3'[41lNDFD BY A CHORDTHAT BEARS N[ )R'I'H 87"05':k6- FAST. 3-1. 96 FEET: '11 IENCE No 1RTE 1 35°38*54" E.A51", A k)1S'[':►NCF. OF 20O.00 FF.F,T; TI MINCE SOL'I'll 54'21'o6" F •►S'1•, A 1)1SI'.A%C'I=. OE= gio.68 FEVI':'1'IIF:NCF SOU'I'11 ;35"39'40" WE,S'I', A DES['.ANCH OF 1o3.8o E'FF:T 'I'C) A ['()1N•r oN A NON-T:AN EN1'IAL C URVE; 'FI-lF.NCF. S[)LTHERLY, 10.9.42 FEk I' ALONG 1'HkE ARC OF A CIRCULAR CL IWE, CONCAVE lh'lSI'l:Hl.l'. HA►IM', _I RAPIDS OF 3,o-no FEF:r_'r11Rt)L'Gfl .A CEN'rRAl. ANGI.F. OF n6022'03" .AND REING SUBI'FN1)EED BY A ('HOR1) "rH ►'I' BF.,►RS SOL"111 12°4;1'12" EAST, 383.13 FEE" ro A POINT OF REE►'ERSIE CL:R►:al'L'RE; 'THENCE, SOL711FA5'I-FRLY, ,Mg-ig FEFr AL(ING 'I'liv ARC OF :A Ci[ti'L'I.►[t CL'Rl'k C'O.\C:k% I' N[IRTT1!•::AS'rF.RLY, 11.►1'I%(; :A R,1DlL.-SoF 1;;r)-o0 T'FF`T,-1-IIR[!L'G}I A ['1{N1'Et►i, AN(LE. OF 110"27'tin" ,A:Nf) Bl=1NM SI'li'I'ENDED BY .A ClIORI)'E'HXI' BF:IR5 5[I1TH 34'-i6'05' F:A91% 246. j4 FI VA', .FH ENCE SOL"I'll 90"ncf oo" F.AS'I', .A DISI ANC'F. OF 58.4-1 FEET'I'O A POI NMOT'CL'RA'AWRl?.THFNCI-' NOR'I'lIFAS-I'ERLY. 18.;m FF1s'i'AWNG TIIF ARC OF.lCIRCI'f.:IR I, ,•,d. 'u l x.109'4$11 doer Gp� RSQDAW it RMDAN LAND SVRVEYLVGi, INC 99Aq,9 NJTA VAV"DA 9VM m OaWTA AMDZK MARMd NIM CURIE CONCAI'F NIOR'I'HW1:R'I'ER1.1', 1L"1NC::1 RAEHL:S OF 2o.ou FFES1'. TiIROUGII ACENTR.AE. ANL;I.E OF 52"3W17"AND BEING SUBTENDED BY A CIIORD T1iAT T3 aklIS NOR'i'ti 6,T44'51" FAST, 17.69 FEET- TO A POINT OF REVERSE CL:RV.-vrL'RE.; THENCE NORTIMASITRLY, 24.89 FEET ALONG TIIF ARC OF A CIRCLTI.AR CURVE. CONCAVE SOU 'iIEAtiI'ERLY, HAVING A RAPIDS OF 95,no FEET, THROU?GII A CF.NTP-M. ALNGI.E OF 15"00'34" AND BEING SVBTFN'DEP BY a Cl '1"f Tr1'i' BEARS NORTH .45-00'0n" EAST, 24.82 FEE:'i'TQ A 1`01Ni 1' OF REVERSE; CURVATURE; 711 ENCE. .\,ow EiK-%s ERLY, 18.33 FFET ALONG TITS? ARC 01: A CIRCULAR CURNT, CONCAVE, NOR'1'HWr.STFP.I.Y, HAVING A RADIUS OF s.1p,0o FEET, THROUGH A CENTR.AI. ANGLE OF 52"30'17" AND BEING SUBT}:NC)FD BY A Cl IORD THAT BEARS NORTH 26°1g'09" E ., f, 17.69 Fl"FT; f HENCE SOUT}I go"oa'oo" EAST, A UItiC:ItiC'I: OF imoo FRKT TO A POIN I' L )N A NON - TANGENTIAL CURVE; TI1ENCE SOUTHEA.,;rERI.Y, t8 33 FFI•T ALONG 'I'llE ARC OF A CIRCULAR CURVE, CONCA%+I`.. NOR'i HF A51'ERI.Y, HAVING A RADIUS 01"20.00 FFET. TIiROUGH A CENTRAI. ANGLE OF 52°30'1j" AND BEING SUBTENiDED RY A CIIORD THAT REARS SOUT1 [ 26°15'ag" EAST, 17.6g FFETTO A N)[ti I'OF RE►'ERSF. CURT _ATURI'; T111-_NCESOLT11l-'-A 1'FRL1', 24.8g FEL-T.ILONC; 111E ARC OF A CIRCULAR CURVE. CONCAVF SOL"1711WESl'ER.LY, IIAVING A RADIUS OF 95.00 FEET, TH Ri )L:G I I A CF.N`rRA,l. ANGLE OI' 15'00'34' AND BEING SUBTENDED BY :1 C I [ORD THAT HEA14S SOLTH-1$'00*0 i' EAST, 24.82 FE.F-[' 1*0 A 1101NT OF REVERSE CURVATURE; 111ENC11. 5O1 "I'I mv%uFRIA . t8,,,M FEET ALONG THE: ARC OF A C 1 RCUI AR CURVE, CONCANT. NOR'1'IiE.NS*I*ER1.Y. HATING A RADIUSOF20.00 I-*EFT.'I'HROL'GFI ACE,1'RAL,1NGLE:OF;5°30'11" AN I) BETNG SURTENDEM BY A CHORD T! IAT BEARS SOUTH 63044'48" FAST, 17.69 FE1•T;11 IE.VC K S01711 oo°odou" WV.S ', A DISTANCE OF t:woo FF -r; 'THENCE. SOLTH r)0°0v'0a" MST, A UI51'ANCE OF 11:1,79 FFFT; THEME SOUI'H 00000'od' WF.Imr', A DISTANCE OF 15o.-lb FT?1. ['TO A POINT DF CURVA/TtiRF, TIIrNYCE SOL"1'EEE:RLY. 155.62 FEET ALONG THE ARC OF ACIRVULIR CLJRVI.,C ONCAVEWF-WEIRLY, IIAVINGA RADII''S01" 32a,o0FFE1',THRl7UGll ACEN'['R:A1.nNG[.li OF 244°39'13" AN 1) BEING SU BTENORD BY A CT 10RD +1114'I' REARS SOMI1 14c° lcj 36" WFS'1', 163.-'•r FEI:E'TOA POINTOFCOMPOUND CURV.11'L'RE THFNC'ESOLTHWF;STERLV,;;86.5z FFEi'ALONG THFA RC ()F A CIRCULAR CURVE. CONCAVE NORTIIWESTFRI.Y. IIAVING A RADIUS OF t,lyn.on FF.FI', THROUGII A Cl?N"E'RAI. ANUI.F.OF t8'3n'36' .NN1) l3FING SUBTENDED E31 A C1IOR1) THAT BEARS SOt7- II ;W57':31" WEST, 384+82 FEET TO A POTN'I' ON A '.+iON-TANGENTIAL CUT RVE., 'I'iIENCE SOL"I'111• 57ERLY, 46.86 FEE1' ALONG; TILE ARC OF A CIRCULAR CURT'[:. CONCAVE SOUITHWF rERLY, IIAVI'NU A RADIUS OF 45.00 FE T. THROUGII A CENTRAL ANGLE OF 596:39'38" AND 11KING SI'BTENDED BY A CHORD *I'HXI' BF ARS SOMI 4.1°4 3h" EAST, 44.77 FF LT TO A POINT OF REVERSE CL RI'A'I'l'RE;'l'EIFNC'I: SOU i'1]EASTERLY, 20.,ib FEE' i' ALONGTHF. ARE OF A CIRCULAR CURVE, CON:CA1'F. NORTHEASTERLY, iIWINIG A RADIUS OF (12.58 FEEI', 1'HRL)UGII A CE,NTR:1I. ANGI.E:OI-'18"38'25" AND BEING SUBTENDED 13Y A C'IEORDTHAT 131:.ARS SOLl'H 24"15'n[ti' F�:M, 21,.271TT:F1"I'O_A I'()I'NT OF Rl:l'FRSF CL'RV+%TURF.;1'1I I'NCF: tiC)L711 ER1.1', 48.52 FF.!•;I' ALONG "I'llF ARC OF A CIRCULAR CL'RL'E:. CONCAVE WESTI;RLY, IIA TNiG A KADIUS C)F4ry.0o 1�F:ET,'!'HRC)I'[;}} ACF.R�'R:Il.AN1L;1.I'.[)I� 61":1b'37":IND BF.ItiGSI;BTF11Dl?I)1i1',A L'IIORI] T'H:IT BE IRS 5L)l"E'H e,2"4[);5�;" I::IS'C, 4L,. +n FF.E"1'; T111stiCF: "+t]L"1'I i 28"12 2.5" 11' F T. A DIN*I'AtiCF OF 70.46 F1-.F,T1'() A PI )1NT OF CURI'ATURF; TI I FNCIi SOU'I'T I ERI.Y, 13q.n4 FF,I [' ALONG Tl I F ARC: OF 1 L'ERCVI AR CURVE, CONCAAT. I•::IS1'1:Rl.Y. 1iA1'IN G A RADI L'S OF 300 00 FEF"T, TI iROU'GH :A CENTRAL ANGLE OF 2603;4'16" AND BEING SUBTENDED BY A CHORD TIIXV BEARS SOUTH 14°;;;;.}�' 1►'FS'T'. 137.8o I'}:F"f'I'C1:/1'Ul\'i'L)F Rf�.l'FRSF.CI'HI'ITL'R1•:;'f1i}:tiCI�.SCIL !'1itiVF5'1'ERL1', 38q.19 FEI:]' ALONG TI I F. ARC OF A CIRC ULAR C'URVI's, CONCAVE: NORTI f1 TS!'F R1.1, IIAVI NG A RADIUS OF 300_n0 FFI! I'.TlIROUGII ACl•: CRA1.ANGLE OF74019'.17" ANE) BF.1NC, SUIrI'ENOED BY A CHORD T1I.17' BEARS SOLTII :38°49*03- WEST. ;;62,47 FELT TO A PO]IN"I' OF REVERSE CL'RI'ATURF-TIIFN:CE.SOU."i'll VE,51'ERLY-15n.2uFE[:1'ALONGTIIFARC OFACIRCULAR CURVF. CON(:A1'l: SOL71'11 E AS'T'E:RL1', IlA1'iNG A RAI)IC'S OF 3no.ou FF1;"C,'1'HROL:GH A CEN'1'R.AE. ANGl.li OE li,,'j8'3;i' AND RFIN(; 5L'i3'1'ENL)FD BY A CHORD'I'II4T BEARS SO" 1 32'59 29" %VESF. 109.1;; FFETTO A POINTOFRVVERSECU;RI:AT1'RE; T1IENCKSOLTHI►'E5 f ERix, 87.83 FEFTAISINi;'I'llE ARC OF A C'IRCt;lvkit ('L'•RVK.. CONCAVE NORTIIWFMTRI.Y, IIAVING A RADIUS OF 45.nu FEET, Ti I ROUGH A CFNTRAI. A .NG LE: OF 111*49'56" ANI) i3F.INL; St.,irrENDEi] BY A C1 R )RI) T1IAT l3F_aRS SOL7E'1l 43"a;pn" WE 4, 74.,.1 FF.E:1'; TIIENCE, NOR1'11 78'10*02" ►1'E.S ', A DKI'ANC'i° OF 1g4.6R FFFT TO :A 1101N7 OF C'URVATL'RF.; Tl1F.NCF NORTHFRLY. 91.65 FEET ALONG TlIFA ARC OF A CIHC'L'LAR CURVE, CONCAVE: E.1.41E.RLY. HATING; A RADIUS OF .15.0o FE.FT, THROUGH A CENTRAL ANGLE: OF Ilb"41428" ANrP BFIING tiUMNPFU lit _1 C"ORD •I'H:W IiE:uC.S NORTH r..� 19",144'18" 1►EST. 76,61 FEF.1% THENC'F. NORTH ;;8";;I'26" KWI', A DitiE'ANC'E OF 111.08 FEET! THENCE NOICIII 51"28'34" WI:81% A DISTANC'I: OF 10,.2^ E1:F.1' 14[) A POINT ON' 1 NON P'irc34A 0 RffODAN it Rff0DA' LAND SW?VAY"Gi, VVG< MM BONITA ORA %= LVUVN RMN JW BOJWTA SPR A 39 PL4RUM J IM PMNKMM) 4054iBi F.Li(M) AKPJM ti..► 1ANGENTIAL CURVE. THENCE WFSTERI1', 483.85 FRET M.ONG, THE ARC OF A CIRCULAR CURVE, CONCAVE NORTIIERLY, 11AVING A RADIUS OF 365.00 FI`.F.T, TIIROU(.11 A C1•,NTRAL ANGLE ❑F 75"57'07" :AND BEING SL' TENDED HY A CHORD THAT BF•» -IRS SOLTIi 78*42'3;;" WE.51% 449.19 FFFT TO A F'OIN-f' ON A \()N-'I'.%NGEtii'IAL (L'RVF; THENCE SOUTHERLY, 84.77 Fas ALONG TIIE ARC OF A CIRCUL,%R CURVE, CONCAVE WESTERLY, IMING A RADIUS OF 45.Oo FEET, I'IIROUGH A Cli\TRAI. itMl,I.F.0F Ill7, 40*34" AN1) BE]NG SUBTENDIf1) By CHORDTHA'f BEARS So Urrl1 16°59'07' WIiS'P,72+h6 PEEN" O A 1101NlI*ON A NON -TA NGENTIAL CU RVE;THENCF SOMIWT:S ERLY. xicj.o6 FEET AIONG TIM ARC OF A CIRCULAR CURVE, CONCAVE SOL711FASCERLY. IIAVING A RADIUS 01" 260.00 FFr,,r, THROUGH A CENTRAL ANGLE OF 74043'o5" AND BEING SUWI'F.NDF1] BY A CHORD'I'1[AT BEARS SOMaH 33047't8" WEST. 315.5.1 FI:F.T;'I'I f liVC1: SOL"I'I [ rya":;:1' W" I'.1.5'1', A 1715'i':1NCE [7l' 87.86 r>Ei" Til A P[7I\T [7I' Cl: Rl'ATCR[:: TlIENCE SOLPTIIWI*..q'KRLY, 371,6t FrPl' A1.O1tiG THI, ARC nF A CIRCULAR CI'RVE, CONCAVE N()RTFIN'ESTFRLY, 1IAVINi. A RADIUS OF 22y.00 FEET, THROUGH A CE\'I'RAL ANGLE OF 1i4'3747" AN17 BEING SGBTENDE11 BY A CHORD TILAT BEARS SOLTH 43944'40" %IT.Si', 33v.79 FEb'T;TfIENCE NORTI f 88'5fi 27"Wl»SI', A DISTANCE. OF322.37PEE-1-TO A I [71NTorCURVATIfRE; I'HE\CE WESTERLY. 92.45 FF17.1' ALONG TIIF. ARC OF A CIRCULAR CURVE, CO;NCAVI: NORTIIE:RLY, RAVING A RADIUS 1)F 285.no FF.FT, TIIROU(-.II A CENTRAL ANGLE OF 18*35'10" ltiD SElNGSUBTF.NIIED RYA CIIOR173'1IATBFARS N01CM 74038'52" i'1'FSI.92.o5 FEFr;,rtiENCF, NORTI1 W56'16" ► EST, A 1)ISTANCEOF 502.88 FEETTOTHF POI tiTOF BEGINNING. CDN7AINItiG 9,1.17,-31 SQV IRE FFE'Pt7R z10_003 ACRES, MORE, OR LESS ��i i ► ,Arch Mast 4VvAh 'i I I A- I1* 01 dkcN PVA� 1 W 6 (a 3 •I t �c L ti � �V ........ W w u LQap�j 5,�6 4 � cz O I PA 3N .ek X1 ?le7 .N L] n �[� �V�-�-r}1 ►[ �15 _. f �Y+l �l/ Fri 711 Iir sjw 'o 3wS I/! M N 3N1 0O 3OW7 ] v rl i' �) IA A $ 31f1 v AV7 j y x C26 I I to 1 � L h tie N Z I tr-19-91 /N7 2W 1/1 AIM 310 jO -RWi 111 _ — _ re-1i Af W".": _ sr i'itt wo ylY !7f% JD ii a `" ("W 41 - ar-Is-rr AGa1J3S i/1 3yM 3N! a0 31W7 3 rn ![-is-r, nolr]s r/r 35 }v1 JO jv$ 3 1 � 1 917 � s rJ ls� 2.1 In- �y C n bto 4 1 IY%a wi,-.•.j".. '41.r -.I-n l•4 In;•1•+1 Puy 17 3 -�::-:- " - §�\ - S � �?a : t y} /,,,\�\\{\\ \,-. � '\ .:�'_ f\\ ��•..�-...�-�-_-......#�-- -�w•w- k%:. �§S§S§9S!!q FLORIDA- DEPARTMENT n STATE RON DESANTIS Governor June 27. 2019 Ms. Teresa L. Cannon, BMR Senior Clerk II Office of the Clerk of the Circuit Court & Comptroller of Collier County 3299 Tamiami Trail, Suite #401 Naples, Florida 34112-5324 Dear Ms. Cannon: LAUREL M.LEE Secretary of State Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 19-15, which was filed in this office on dune 27, 2019. Sincerely, Ernest L. Reddick Program Administrator ELRIIh R. A. Gray Building ■ 500 South Bronough Street ■ Tallahassee, Florida 32399-0250 Telephone: (850) 245-6270 www.dos.state.fl.us Exhibit "A-4" Ordinance No. 2019-32 ORDINANCE NO.2019 - 3 2 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE 2019-15, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2, TO CORRECT A SCRIVENER'S ERROR RELATED TO EXHIBITS A AND B; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, on June 25, 2019, the Board of County Commissioners approved Ordinance Number 2019-15, the Fiddler's Creek Community Development District #2; WHEREAS, following the Board's adoption of Ordinance Number 2019-15, it was determined that Exhibits A and B establishing the boundaries of the Fiddler's Creek Community Development District #2 were incorrectly attached. WHEREAS, the inclusion of the incorrect Exhibits A and B now constitutes a scrivener's Cq r to] in SECTION ONE: SCRIVENER'S ERROR AMENDMENT TO EXHIBITS A AND B OF ORDINANCE 2019-15. Exhibits A and B establishing the boundaries of Fiddler's Creek Community Development District #2 are hereby amended as set forth in attachments A and B to this Ordinance. SECTION TWO: CONFLICT AND SEVERABILITV. In the event this Ordinance conflicts with any other Ordinance of Collier County or any 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 portions. 0 SECTION THREE: INCLUSION IN THE CODE OF LAWS AND ORDINANCES. The provisions of this Ordinance shall 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 FOUR: EFFECTIVE DATE. This Ordinance shall become effective upon filing - �� ith the Florida Department of State. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this% k\-, day of(3,� . 2019. ATTEST: CRYSTAL K. KINZELr CLERK Attest as to Cha signature 4nly4 Attach . County Attorney Amended Exhibits A and B BOARD OF CO NTY COMMISSIONERS COLLIER C IDA liam L. McDaniel, Jr., Chairman This ordinance tiler, with the Tof 5 (1j{fiCO 111C of i - c,M ackn0w1edgem0-1t of thoi fill received this � cloy of ; Y o,a t rk L_ Exhibit "A" * %mr A Iw Owa F17eIIFsl foDe M COO M ae MlMSxrrb"=? M hW MW07 Va_IIe.dZ.*0 9,l Wj6.141,OI pY %yW q. fta. N LEGAL DESCRIPTION: A PARCEL Of LAND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 26 FAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH LINT Of SAID SECTION 13, RUN S89'55'46'E FOR A DISTANCE OF 4688.27 FEET, TO A POINT ON THE SOUTHERLY RIGHT—OF—WAY LINE OF U.S_ 41 (TAMIAMI TRNL), A 200' WIDE RIGHT-OF-WAY; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21'29'E FOR A DISTANCE OF 3793.58 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE. RUN S35'3VI7'1W FOR A DISTANCE OF 107.40 FEET, TO A POINT OF NON-TANGENRAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03', AND BEING SUBTENDED BY A CHORD OF 303,13 FEET, AT A BEARING OF S12'43'35'E, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF TANGENTIAL REVERSE. CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110'27'50", AND BEING SUBTENDED BY A CHORD OF 246.44 FEET, AT A BEARING OF S34'46'28"E, FOR AN ARC LENGTH OF 289.19 FEET; THENCE RUN N89'59'37E FOR A DISTANCE OF 58.44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20,00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17", AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N6 44'28"E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; T14E NCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95,00 FEET, THROUCH A CENTRAL ANGLE OF 15'00'34", AND 8EIHG SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF N4,09'371, FCR AN AIRC LENGTH OF 24.B9 FEET, TO A P014T OF TANGFJ4TIAL REVERSE CURVATURE; THENCE ALONG A CUM TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17, AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N2614'45"E, FOR AN ARC LENGTH DF 18.33 FEET. THENCE RUN NBS'59'37"E FOR A DISTANCE OF 1150.00 FEET, TO A POINT OF NON-TANGE)sITTAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17", AND BEING SUBTENDED BY A CHORD OF 17.69 FM. AT A BEARING OF S2Ni15'32'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE: THENCE ALONG A CURVE TO THE RIGHT, FIAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34", AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF S45'OO'23"E, FOR AN ARC LENGTH OF 24.69 FEET, TO A POINT OF TANGWIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO TPE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 5Z30'11', AND BEING SUBTENDED By A CHORD OF 17.69 FEET, AT A BEARING OF S63'45'11"F, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN SOO'00'23"E FOR A DISTANCE OF 13100 FEET; THENCE RUN N89'S9'377 FOR � DISTANCE OF 113.79 FEET; THENCE RUN SOO'00'23"E FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; IWENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 2T39'13*, AND BEING SUB?ENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF S14'49'13V, FOR AN ARC LENGTH DF 165.62 FELT, I0 A POINT OF TANGENTIAL COMPOUND CURVATURE,; THENCE ALONG A CURVE 10 THE RIGHT, HAVING A RADIUS OF 1190.00 FEET. THROUGH A CENTRAL ANGLE OF 18'36'36 AND BEING SUBTENDED BY A CHORD OF 384,82 FEET. AT A BEARING OF S38'57'O8`H. FOR AN ARC LENGTH OF 386.52 FEET, TO A POINT OF NON -TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 5W30'38', AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF S44'45'59'E, FOR AN ARC LENGTH OF 46.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18'30'25", AND BEING SUBTENDED BY A CHORD OF 20.27 FEET, AT A DEARING OF S24'15'23'E, FOR AN ARC LENGTH OF 20.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE. OF 61'46'31', AND BEING SUBTENDED BY A CHORD OF 48.20 FEET, AT A REARING OF 5O74i'VrE, FOR AN ARC LENGTH OF 48.52 FEET; THENCE RUN S28'12'02'W FOR A DISTANCE OF 70.46 FEET, 70 A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300,00 FEET, THROUGH A CENTRAL ANGLE OF 2633'16', AND BEING SUBTENDED BY A CHORD OF 137,80 FEET, AT A BEARING OF S14'55'24 W, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 7419'47', AND BEING SUBTENDED BY A CHORD OF 362,47 FEET, AT A BEARING OF S3948'40'N, FOR AN ARC LENGTH OF 389.19 FEET, TO A POINT OF TANCENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 380.00 FEET; THROUGH A CENTRAL ANGLE OF $5'58'55", AND BEING SUBTENDED BY A CHORD OF 40913 FEET, AT A BEARING OF S32'59'06*W, FOR AN ARC LENGTH OF 450.20 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RM. HAVING A RADIUS OF 4 5. 00 FEET, THROUGH A CENTRAL ANaf OF 111'49'56 , AND BEING SUBTENDED BY A CHORD OF 74,54 FEET, AT A BEARING OF S4554'37W, FOR AN ARC LENGTH OF 87.83 FEET; THENCE RUN N78'fO'25'W FOR A DISTANCE OF 194.68 FEET, TD A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 116'41'26', AND BEING SUBTENDED BY A CHORD OF 76.61 FEET, AT A BEARING OF N19'49'41 ^W, FOR AN ARC LENGTH OF 91.65 FEET; THENCE RUN NX31'031 FOR A DISTANCE OF 111.08 FEET; THENCE RUN N51'28'57'W FOR A DISTANCE OF 105.27 FEET, 10 A POINT OF NON -TANGS RL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75'57'07', AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A GEARING OF S78'42'20"W, FOR AN ARC LENGTH OF 433.85 FEET, TO A POINT OF NON-TANGENT14L COJPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107'40'34, AND BEING SUBTENDED BY A CHORD OF 72.66 FEET, AT A BEARING OF SI5'58'44'W, FOR AN ARC LENGTH OF 04,57 FEET, TO A POINT OF ON —TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 26040 FEET, THROUGH A. CENTRAL ANGLE OF 74'43'05", AND BEING SUBTENDED BY A CHORD OF 315.54 FEET, AT A BEARING OF S33 46'55'W, FOR AN ARC LENGTH OF 339.06 FEET; THENCE RUN SD3'34'37"E FOR A DISTANCE OF 87.88 FEET, TO A POINT OF TANGENTAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47 AND BEING SUBTENDED BY A CHORD OF 330.79 FEET, AT A BEARING OF S43'44'16"W, FOR AN ARC LENGTH OF 371,61 FEET: THENCE RUN NW58'SD'W FOR A DISTANCE OF 322.37 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE 10 THE RIGHT, HAVING A RADIUS OF 285,00 FEET, THROUGH A CENTRAL ANGLE OF 13'35'10", AND BEING SUMENCEO BY A CHORD OF 92.05 FEET, AT A BEARING OF N79'34'15'W, --OR AN ARC LENGTH OF 92.45 FEET; THENCE RUN N88'56'39'W FOR A DISTANCE OF 664.33 FEET, TO A POINT Of TAHOENTU,I CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 8D_00 FEET, THROUGH A CENTRAL ANGLE OF 42'52'13', AND BEING SUBTENDED BY A CHORE] OF 58.47 FEET, AT A REARING OF S69'3`7'151Y, FOR AN ARC LENGTH OF 59.86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE. TO THE LEFT, HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94'11'25", AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING OF N84'43'04"W, FOR AN ARC LENGTH OF 133.49 FEET; DRAMA RP; DATE: 956 Cnsen Wny R.A.K. 9 7 I6 Nopl�a, FL. 34110PR LT HD. or SH Phamw (239) 2SA-2600 LEGAL DESCRIPTION 1g98a70 I 5 HOLE MONTES Florida CerlIfIcal■ of sec—Tx+r- rwelu nweu r►AYtIM Aulharixollan No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 c _. .� cans s> earwie.. o'r� jiy M-M Of Lmfip �A7pNWlow7Rr mt egos +v[ palsx eSlLme Nw im NI= 5Q_R*M4ro WIX10 a.aar P!A PWW dp ar W-11 [CONTINUED FROM SHEET I OF 5) THENCE RUN SO4'47'07 V FOR A 015TANCE OF 126.88 FEET; THENCE RUN N7746'12'W FOR A DISTANCE OF 78.84 FFET; THENCE RUN N88'51'537V FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'391V FOR A DISTANCE OF 685.72 FEET; THENCE RUN S05'42'49'W FOR A DISTANCE OF 66.04 FEET; THENCE RUN N64'17'11 "W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S2600'46'W FOR A DLSTANCE OF 219,00 FEET; THENCE RUN N61'59'14'W FOR A DISTANCE OF 667,71 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41 ", MID BEING SUBTENDED BY A CHORD OF 82,46 FEET, AT A BEARING OF N73'53'04''W. FOR AN ARC LENM OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 16'27'34', AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING OF N7733'08"W, FOR AN ARC LENGTH OF 86,t6 FEET, TO A POINT OF TANGENTIAL_ COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 61'2933", AND BEING SUBTENDED BY A CHORD OF 153.37 FEET, AT A BEARING OF N38'34'34i4, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 137.DO FELT, THROUGH A CENTRAL ANGLE OF 112'55'12', AND BEING SUBTENDED 6Y A CHORD OF 228.38 FEET, AT A BEARING OF N64'17'24"W, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN S59'15'OO"W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 71'28'360, AND BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING OF NBS'OO'42"W, FOR AN ARC LENGTH OF 168.41 FEE, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.04 FEET, THROUGH A CENTRAL ANGLE OF 3903'09", AND BEING SUBTENDED OY A CHORD OF 163AO FEET, AT A BEARING OF N68'17'508, FOR AN ARC LENGTH OF 166.04 FEET; THENCE RUN N8T19'33 W FOR A DISTANCE OF 86,72 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 10,00 FEET, THROUGH A CENTRAL ANGLE OF 80'16'50", AND BEING SUBTENDED BY A CHORD OF 12.09 FEET, AT A BEARING OF N47'11'On, FOR AN ARC LENGTH OF 14A1 FEET; THENCE RUN N0702'4YN FOR A DISTANCE OF 40.73 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1OO.OD FEET, THROUGH A CENTRAL ANGLE OF 54'47'04', AND BEING SUBTENDED BY A CHORD OF 92.02 FEET, AT A BEARING OF N34'26'15'W, FOR AN ARC LENGTH OF 95.62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550.50 FEEL, THROUGH A CENTRAL ANGLE OF 13'06'41", AND BEING SUBTENDED BY A CHORD OF 125.58 FEET, AT A BEARING OF N6EI23'D7"W, FOR AN ARC LENGTH OF 125.86 FEET, TO A POINT OF TANGENTAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 46'5638 AND BEING SU13TENOED BY A CHORD OF 398.30 FEET, AT A BEARING OF N51'28'09'W, FOR AN ARC LENGTH OF 409.66 FEET; THENCE RUN N27'59'51"Yf FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37", AND BEING SUBTENDED BY A CHORD OF 26139 FEET, AT A BEARING OF N58'19'D97N, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN N85'36'28'W FOR A DISTANCE OF 125.93 FEET, TO A POINT OF TANGENTIA'. CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'20'20", AND BEING SUBTENDED BY A CHORD OF 113.77 FEET, AT A BEARING OF S56'43'22 W, FOR AN ARC LENGTH OF 121.02 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.DO FEET, THROUGH A CENTRAL ANGLE OF 48'41'47", AND BEING SUBTENDED ETY A CHORD OF 164.91 FEET, AT A BEARING OF S46'24'061V, FOR AN ARC LENGTH OF 169,90 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE 70 THE RIGHT, HAVING A RADIUS OF 700.00 FEET, THROUGH A CENTRAL ANGLE OF 13'28'58", AND BEING SUBTENDED BY A CHORD OF 164,34 FEET, AT A BEARNG OF S77'29'29"W, FOR AN ARC LENGTH OF 164.72 FEET; THENCE RUN S84'13'58'W FOR A DISTANCE OF 169,90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE 70 THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 3443' I9 AND BEING SUBTENDED BY A CHORD OF 140.20 FEET, AT A BEARING OF S66'52'18'W, FOR AN ARC LENGTH OF 151.50 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475.00 FEET, THROUGH A CENTRAL ANGLE OF 6708'OO', AND BEING SUBTENDED BY A CHORD OF 490,23 FEET, AT A BEARING OF S8+s34'39'W, FOR AN ARC LENGTH OF 515,11 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL. ANGLE OF fi5'24'33', AND BEING SUBTENDED BY A CHORD OF 216.12 FEET, AT A BEARING OF S78 56'22 W, FOR AN ARC LENGTH OF 228.32 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 43'19'39, AND BEING SUBTENDED BY A CIIGRD OF 110,75 FEET, AT A BEARING OF S6753'55 W, FOR AN ARC LENGTH OF 113.43 FEET; THENCE RU4 S89'33'44"W FOR A DISTANCE OF 33.81 FEET; THENCE RUN NDO'25'58^A FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N26'5722 W FOR A DISTANCE OF 100.00 FEET, TO A POINT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 1514'01', AND BEING SUBTENDED BY A CHORD OF 190.23 FEET, AT A DURING OF S7744'39 W, FOR AN ARC LENGTH OF 190.81 FEET, TO A POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAID EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, RUN NO0'25'37'W FOR A DISTANCE OF 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST WITTER OF SAID SECTION 14; THENCE ALONG THE SOUTH LINE OF 111E NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14. RUN NBS'20'43 W FOR A DISTANCE OF 693.91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE LEAVING SAIO SECTION LINE, RUN N5T51'27' W FOR A DISTANCE OF 171.83 FEET; THENCE RUN S3708331N FOR A DISTANCE OF 122.51 FEET, TO A POINT ON THE: SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER Of ME) SECTION 14, RUN N88'20'431 FOR A DISTANCE OF 2557.48 FEET; THENCE ALONG THE WEST UNE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN NOO'02'07'E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID AUARTER LINE, RUN 1488705'43'W FOR A DISTANCE OF 590.35 FEET; THENCE RUN NOI'43'02"E FOR A DISTANCE OF $493.79 FEET; THENCE RUN S88'09'551 FOR A DISTANCE OF 1274,00 FEET; THENCE RUN S88'09'46'E FOR A DISTANCE OF 1374.52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 11 AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN NO1'13'54'E FOR A DISTANCE OF 1660,10 FEET; THENCE LEAVING SAID QUARTER LINE, RUN S88'46'12'E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 37'05'11', AND BEING SUBTENDED BY A CHORD OF 222,51 FEET, AT A BEARING OF N17'05'16'E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE RUN 4350517 FOR A DISTANCE OF 214.87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT-DF-WAY LINE OF U.S. 41; DRAMA BY: SATE: 950 Encore Way R.A.K. 8 7 16 Hoples, FL. 34114 LEGAL DESCRIPTION Phone: (239) 254-2000 T 0 ... , xHC=MU., N�I.EE-�aS1 Florlda Carllflonle of COMMUNITY DEVELOPMENT DISTRICT 2Aulhorixo}lon Ho,177Z =2 9@,1rAtdrq ay he" of to vlk-�r o9lRIlhwv)r root co07 prmoaVvffDa =' HH,on C 1CDU 50-N,47.dr6 9/7/X16 100) Pt+ Mind h (CONTINUED FROM SHEET 2 OF 5) THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE, RUN S54'21'53'E FOR A DISTANCE OF 807,97 FEET, TO AN INTERSECTION WfTH THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 11, THENCE ALONG SAID QUARTER LINE, RUN S01'00'06'W FOR A DISTANCE OF 3308,61 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN OESCRIBED; CONTAINING 1,070,640 ACRES, LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 FAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14. TOWNSHIP 51 SOUTH, RANGE 26 EAST, CDLLIER COUNTY, FLORIDA, CONTAINING 10.906 ACRES, MORE OR LESS. TOTAL DESCRIBED AREA - 1,059.734 ACRES. HOLE MONTES, INC. CERTIFICATE OF AUTHOR12ATION NUMBER LB 1772 BY -fS,gf. 16278 J N J. HILTON STATE OF FLORICA e' 4hTE 850 Enoore Way LW w-mc, NO. R.A.K. 41711 6-- Napier, FL. 3411❑ B —2 sFaT H.. LEGAL DESCRIPTION PROJECT NO. 3 Phan✓: 239) 254-2000 9 7D HALF MONTFS Flori a Carllflcaf■ of 1.1'�.14-5 5-TM- 8-515-t�C flyNtR?"'WJM kSK- B Aulhorizotlon No,1772 COMMJNITY DEVELOPMENT DISTRICT 2 r�o o�r..ua,aro I S.w -J414j r WA-SvltaM%a -sa. kPm*h 81 Xo OF W00AW pro+ M AYW MalaVM� CIX2 R. +.6 Ula I _ t r I rr � I—, ! S I I ~�• � I I I t � r i � I + L + 1 1 I to le rrl I rr t 1rn L2 rrn ACt CArnr ` cl rn rr� r r I t -- --------------^---' f r a aid' qy ------------ - - - - - - - - 00 a. _r rnm z yrn n � n , rriAN c7' ri NJ W 2� �U � r r � rr rra rr r r 4 r ------- -----RANGE RANGE 26 27~----- ^r—i 1 � j V • r 1 I 2 rr LII fib" r I J r r r CC m I 1 I r r I r 1 in . �� r • 41rDJh�i•!.q 9/7,W(g Iwl N A.tlw7 8+- ftw"g, 1 I I `I i I II i i � I � 2 [lI CRC i JZi17 to S^ !^ i Ln M r � N I f�•I A ? I I /L41 Nf i I I rf I -r-- r� rn E^ r r a G1 fm'i �F Cj rr r7r I 4 r V) r f�R C'1 r�i rr r Cr1 � m x Z4 fn r W" sr: DAM 950 Emcorr Woy AA. K 1 9 7 18 1 Rom Noplos, FL, 34110 SKETCH OF LEGAL DESCRIPTION $-735s—z { 5 Phone: (239) 254-2000 1996Pp4ECr NO, 070 HOLE MANTES Flarl o Cari111oo1im of SIC - COMMUNITY DEVELOPMENT 015TRICT 2 FILEE 2'�� rxarca �Awr.s RAnMw A%ithartzotlon Na. 1772 1f 1$ 11-515-16E R }a-51S-Y7E out � r V d A-" A' is e6caS1miu7ss}3N o7er root C9o7 R.r,us� oi�CON SYo_Rn42A.o 0/7/m 16 34i9r PY gaffed Er 4uK ,rf CURVE TABLE CURVE RAdIlS DELTA CHORD CHORD 3EARMY ARC L94GTH Cl 350-00 6672'03' 383.13 S1743'35'E 405.42 C2 150.00 11(Y27'50' 248.44 S34'46'28E 289,19 C3 20.10 57M'17' 17.69 N&744'28'E 18.33 C4 95.CO 1500'34' 24.82 N44'59'37'E 24.H C5 20.00 5730'17' 17,69 426'14'45'E 18.33 C6 20.GD 52'30'17' 17.69 S25'15'32E 18.33 C7 95.00 1500'34' 24.62 SW00'23'E 24.69 C8 20-00 5730'11 11.69 S6345'11'E 18.33 CO 320-00 29'39'13' 163.71 S14'49'131V 165.62 C 10 1190.00 1 s36'36' 384,82 S38'57'W W 386.52 C1l 45.00 59'39'38' 44.77 544'45'59'E 46,86 C12 02-58 1. 38'25' 20.27 S24'15'23-E 20.38 C13 45.00 61'46'37' W20 S02.41'17'E 48.52 C14 300.00 2533'16' 137.80 514'S5'24 W 139,04 C15 300.0D 7419'47' 362.47 S748'40V M0,19 C15 3W.DD 8558'55' 409.13 S3759'C6)V 450.20 C17 45.03 111'49'56' 74.54 S45'54'37** 87.83 C18 45.03 11541'28' 76.61 H19'49'41V 91.65 C19 365.00 7S57'07' 449-19 57S42'201V 483.85 C20 45.00 107"40'34' 72,68 51TM'44 W 94.57 C21 250.00 74'ODY 315.54 S33'46'551V 339.06 C22 225.00 94'37'47' 3M.79 54,3'44'16'N 371.61 C23 285.00 1935'10' I 92.05 I N79'39'151V 92.45 LINE TABLE UNE QIREC110N LERG-TH 0 S35.39'171V 107.40 L 2 N88'59'37E 58.44 13 N89 59'37'E 100.00 L4 SW0C'23'E 130.60 L5 N89'59'37'E 113.79 L6 500'00'23E 15-7.36 L7 S2F12'W'W 70.46 L8 N78'10'25 W 194.68 L9 N38'31'03 E 111.08 L10 N51'28'57 W 105.27 01 S03'34'17E 87,88 L12 N88'56'50'w 322,37 L13 N86'58'3914 664,33 U14E TABLE LINE DIREMON LD91GT1; L14 504'4707'W 126,86 L15 N77012W 78.84 L16 NW51'53'W 65.94 L$7 H84'45'391V 685.72 L18 S05'41'49 W 56.04 L19 N84'17'1 VW 48.52 L20 52800'46'W 219.00 L21 N61'59'14*W 657.71 L.22 S59' 15'00'W 59.92 L23 N8719'M W 9.72 L24 40702'4,3 W 40,73 L25 H2759'51'W 47.49 L26 WX3628 W 125.93 CURVE TABLE CURVE RADIUS DELTA CHDR0 C�*RD BEAR1.4G ARC LENGTH: C24 80.00 4752'13' 59,47 559'37'15'1V 59.88 C25 81.20 94'11'25' 118.96 N84'43'04'W 133,49 C26 200.DO 2T47'41' 82.46 N73'53'04'W ON C27 300.00 16'27'34' 65,89 W7*M'08'W NAB C20 1KOO 61'29'33' 153.37 N3934'34 W 160.99 C29 137400 12'S5'l2' 228.38 N64'17'241V 270.00 C30 135.00 71'28'36' 157.70 N8500'42Ni 168.41 C31 250.00 36C3'09' 10-DO N6917'59'W 166,04 C32 10.00 BO'16'50' 12.89 N4711'08'W 14,01 C33 1DO. 00 54'47'04' 92.02 N34'26'1514 95.62 C34 W00 t3'06'41' 125,58 N68'23'07'W 125.88 C35 50D.00 46'56'38' 398.38 N51'28'09'W 409.66 036 260,00 60'36'37' 262.39 N5S18'09*W 275.04 C37 100.00 69'2D'20' 113.77 S56.43'221V 121,02 CM 200,00 48'41'47' 164,91 54S'24'46'W 169.98 C39 7D0.00 1 T28'58' 154,34 57729'29 * 16432 C48 250.D0 W43'19' 149,20 56T52'18'W 151.50 C41 475.00 67WOO' 49013 S8934'314W 515.11 C42 200.00 65'24'33' 21&.12 S78'56'221V 228,32 C43 150.00 43'19'39' 110.75 567'53'SS"N 113.43 C44 709.89 1 15'24'01' 190,23 S70744'39-N 190.01 C45 350.00 3705-11- 222.51 N17'05'161 220.55 UNE TABLE UNE NREC17M LENGTH L27 S84'13'58V 169.90 L26 S89'33'44W M-81 L29 1►D0'25'581V 2674.12 L30 N26'57'22 W I DOM !3L N00'25'37 W 495.65 L32 48S20'43 W 693.91 L33 N5751'27 W 171.83 04 S37'08'33'W 122,51 L35 NW20`43'W 2557.48 L38 N00'02'07'E 1389.87 L37 KW05'43'W 590.:15 L38 N01'43'62'E 1493.79 L39 SWD9'S5'E 1274,00 LINE TABLE UNE DIRECTIDN LENGTH L40 S88'D9'46E 1374.52 L41 401'13'54 L 1660.10 L42 S88'46'12E 51B.33 L43 NW37'51E 214,87 L44 S54'21'53E B07.97 L45 SOI'DO'DO'W 3308.51 L46 S88'D5'23'E 690,26 L47 W28'31'E 687445 L48 NW 13'O2-W 69 T.39 L49 N00'20'41'W 6B8.9R u'[: 050 Encore Way ....... 9/7/1 Nop1ss, FL, 34110 LINE AND CURVE TABLES oit { Phone: (239) 254-2000 Pk 1 5 1{oLE= MONT&8 Fiorfdo CertlMilte of COMMUNITY DEVELOPMENT DISTRICT 2 RLE I N%[El; r7,UMS SL*4'rM Aulhorlxdllon No. T 772 COD2 A '8-SIS-27F _. Exhibit "Ii" Ly Ah Lr =I St#i' A[i61pA61 r1DAS%= ft&6" cw]= S*_Rw4)*v Iy 1w6 a41Af Fm ft*4 W. RRrx ff LEGAL DESCRIPTION; A PARCEL OF LAND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, WE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, THENCE ALONG THE NORTH LINE OF SAID SECTION 13. RUN S89'55'46E FOR A DISTANCE OF 4688.7.7 FEET, TO A POINT ON THE SOUTHERLY RIGHT—OF—WAY LINE OF U.S. 41 (TAALIAANI TRAIL), A 200' WIDE BIGHT —OF —WAY; THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE, RUN S54'21'29'1 FOR A DISTANCE OF 3793,5B FEET; THENCE LEAVING SAID SOUTHERLY RIGHT—OF—WAY LINE, RUN S35'39'17*W FOR A DISTANCE OF 107.40 FEET, TO A POINT DF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350,00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03 AND BEING SUBTENDED BY A CHORD OF 383.13 FEE, AT A BEARING OF S12 43'35'E, FOR AN ARC LENGTH OF 405.42 FELT, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150A0 FEET, THROUGH A CENTRAL ANGLE OF 11927'50', AND MIX SUBTENDED BY A CHORD OF 246,44 FEET, AT A BEARING OF S34'46'28'E, FOR AN ARC LENGTH OF 269,19 FEET; THENCE RUN N89'59'37"E fOR A DISTANCE OF 58,44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20,00 FEET, THROUGH A CENML ANGLE DF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17,69 FEET, AT A BEARING OF N6344'28'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF €5'DD'34', AND BEING SUBTENDED BY A CHORD OF 24,82 FEET, AT A BEARING OF N4S9'37'E, FOR AN ARC LENGTH OF 24.89 FEET, TO A P014T OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N26'14'45E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN N89'59'371 FOR A DISTANCE OF IDO.00 FEET, TO A POINT Of NON—TANGENTTL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 5730'I7', AND BEING SUBTENDED BY A CHORD OF 17.69 FEEL, AT A BEARING OF S26'15'32'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATLIFRE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS Of 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'OO'34', AND BEING SU8TENDE0 BY A CHORD OF 24.82 FEET, Al A BEARING OF S45'01)'23'E, FOR AN ARC LENGTH OT 24.89 FEET, TO A POINT OF-ANGENIVL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE Of 52'30'11', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S83'45'1 I'E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN SWOO'231 FOR A DISTANCE OF 130.00 FEET; THENCE RUN N8959'37'E FOR � DISTANCE OF 113.79 FEET; THENCE RUN SOG'OD'23'E FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; UENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 29'39'13', AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BFJIRING OF S]4'49'13v, FOR AN ARC LENGTH OF T 65.62 FEET, 10 A POINT Of TANGENTIAL CCIAPOUNO CURVATURL; THENCE ALONG A CURVE TO 1HE RIGHT, HAVING A RAUIU5 OF 1190,00 FEET, THRDUGH A CENTRAL ANGLE OF 18'36'36', AND BEING SUBTENDED BY A CHORD OF 384.82 FEET. AT A BEARING Of S38'57'08'W, FOR AN ARC LENGTH OF 388.52 FEET, TO A POINT OF NON —TANGENTIAL COUPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.0C FEET, THROUGH A CENTRAL ANGLE OF 5W39'38', AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF S44'45'59'E, FOR AN ARC LENGTH OF 4686 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18'38'25, AND BEING SUBTENCED BY A CHORD OF 20.27 FEET, AT A BEARING OF S24'15'23'E, FOR AN ARC LENGTH OF 20.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE. OF 61'45'37", AND BEING SUBTENDED BY A CHORD OF 46.20 FEET, AT A BEARING OF S02'41'17'E, FOR AN ARC LENGTH OF 48.52 FEET; THENCE RUN S28'12'02'W FOR A DISTANCE OF 70.46 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 30O.00 FEET, THROUGH A CENTRAL ANGLE OF 2633'18', AND BEING SUBTENDED BY A CHORD OF 137.80 FEET, AT A BEARING OF S1455'24W, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RiGHI. HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74'19'47, AND BEING SUBTENDED BY A CHORD Of 362.47 FEET, AT A BEARING OF 53$'48'40"W, FOR AN ARC LENGTH OF 389.19 FEET, TO A POINT OF TANCENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 fEET. THROUGH A CENTRAL ANGLE OF 85'50'55", AND BEING SVOTENDEO BY A CHORD OF 409.13 FEET, AT A BEARING OF S32'59'06)V, FOR AN ARC LENGTH OF 45120 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF ] T 1`49S6, AND BEING SUBTENDED BY A CHORD OF 74.54 FEET, AT A BEARING OF S45'54'371V, FOR AN ARC LENGTH OF 87,83 FEET; THENCE RUN N78'10'251V FOR A DISTANCE OF 194.68 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 116'41'28', AND BEING SUBTENDED BY A CHORD OF 76.61 FEET, AT A BEARING OF N19'49'41"W, FOR AN ARC LENGTH OF 91.65 FEET; THENCE RUN N38' 31'03'E FOR A DISTANCE OF 1 L 1.G8 FEET; THENCE RUN N5I'28'57 W FOR A DISTANCE OF I D5,27 FEET, TO A FOLNT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, RAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75'57'07', AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A BEARING OF S78'42'2O'W, FOR AN ARC LENGTH OF 483.85 FEET, TO A POINT OF NON —TANGENTIAL C04POUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS Of 45.00 FEET, THROUGH A CENTRAL ANGLE OF LD7'40'34', AND BEING SUBTENDED BY A CHORD OF 72.66 FEET, AT A BEARING OF S16'58'44'W, FOR AN ARC LENGTH OF 84.57 FEET, TO A POINT OF ON —TANGENTIAL C04POUNO CURVATURE; THENCE ALONG A CURVE TO THE: LEFT, HAVING A RADIUS OF 260.DO FEET, THROUGH A CENTRAL ANGLE OF 74'43'05', AND BEING SUBTENDED BY A CHORD OF 315,54 FEET, AT A BEARING OF S33'46'55'W, FOR AN ARC LENGTH OF 339.06 FEET; THENCE RUN S03-34.37-E FOR A DISTANCE OF 87.88 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING .A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47", AND BONG SUBTENDED BY A CHORD OF 330.79 FEET, AT A SEARING OF S43'44'16"W, FOR AN ARC LENGTH OF 371.61 FEET; THENCE RUN N88'56'50"W FOR A DISTANCE OF 322.37 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 265,130 FEET, THROUGH A CENTRAL ANGLE OF 18'35'10", AND BEING SUBTENCED BY A CHORD OF 92,05 FEET, AT A BEARING OF N79'39'15)Y, -OR AN ARC LENGTH OF 92.45 FEET; THENCE RUN N88'513'39'V FOR A DISTANCE OF 664.33 FEET, TO A P014T OF TANGENTIAL CIRCULAR CURVATURE; THME ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 4752'13', AND BEING SUBTENDEC ErY A CHORD OF 58.47 FEET, AT A BEARING OF S6T37'15'W, FOR AN ARC LENGTH OF 59.86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94' 11'25", AND BEING SUBTENDED SY A CHORD OF 118.96 FEET, AT A BEARING OF N84'43'04'k FOR AN ARC LENGTH Of 133.49 FEET; �AR A . DATE; 7 t E 950 Encars Way Jn Naples, FL. 34110 Pit " $ Phone. {239j 254-2000 LEGAL DESCRIPTION 998070 1 9 HALE MONTFS Fforlddu C4rflf4cofe of SEC-7WIf-ROE ncerccM �wtn w�v+an Aulhorlxoflon Na.11772 COMMUNITY DEVELOPMENT DISTRICT Z 1 ,I4'SI9-21SLL 18-519-17E CEGY =^mod" �J I * van w Corm nVripOltpm TKeamx cm =2 Wzowf 5+irm[ cw ■w+r:r 44 rn= 50-h mdq 1�1/sofe J.4441 P11 pww 6p ftw--w (CONTINUED FROM SHEET 1 OF 5) THENCE RUN 504'47'07'W FOR A DISTANCE OF 12636 FEET; THENCE RON N7746'12'W FOR A DISTANCE OF 78.84 FEET; THENCF_ RUN N88'51'53W FOR A DISTANCE OF 65,94 FEET; THENCE RUN N84'45'3914 FOR A DISTANCE OF 685.72 FEET; THENCE RUN S05'42'49i9 FOR A DISTANCE OF 66.04 FEET; THENCE RUN NB4'17'11`W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S2900'45"W FOR A DISTANCE OF 219,00 FEET; THENCE RUN N61'59'14"W FOR A DISTANCE OF 867.71 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 2Y47'41, AND BEING SUBTENCED BY A CHORD OF 82,45 FEET, AT A BEARING OF 03'53'04"W, FOR AN ARC LENGTH OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 30D.00 FEET, THROUGH A CENTRAL ANGLE OF 15-27-04'. AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING OF N7733'0B'W, FOR AN ARC LENGTH OF B6,18 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS (IF 150.OG FEET, THROUGH A CENTRAL ANGLE OF 51'29'33", AND BEING SUBTENDED BY A CHORD OF 153.37 FEET. AT A BEARING OF N38'34'34-N, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 137.DO FEET, THROUGH A CENTRAL ANGLE OF 112'55'12', AND BEING SUBTENDED BY A CHORD OF 228.36 FEET, AT A BEARING OF N84'17'24W, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RON S59'15'00'W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 135,00 FEET, THROUGH A CENTRAL ANGLE OF 71'2B'36', AND BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING OF N8506'42W, FOR AN ARC LENGTH OF 168.41 FEET. TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 38'03'09', AND BEING SUBTENDED BY A CHORD OF 163.00 FEET, AT A BEARING OF N68'17'59"W, FOR AN ARC LENGTH OF 166,04 FEET; THENCE RUN N8719'33"W FOR A DISTANCE OF 96472 FEET, TO A POINT OF TANGENTIAL CIRCi1lAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF Wj6'50', AND BEING SUBTENDED BY A CHORD OF 12.89 FEET, AT A BEARING OF N41TI VOS W, FOR AN ARC LENGTH OF $4.01 FEET; THENCE RUN NDr02*43"W FOR A GSTANCE OF 40.73 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HIVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 54'47'04', AND BEING SUBTENDED BY A CHORD OF 97,02 FEET, AT A BEARING OF 434'25'15'W, FOR AN ARC LENGTH OF 95,62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550,00 FEET, THROUGH A CENTRAL ANGLE OF ISDG'41", AND BEING SUBTENDED BY A CHORD OF 125.58 FEET, AT A BEAMING OF N68'2SD7'W, FOR AN ARC LENGTH OF 125.86 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TG THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGN A CENTRAL ANGLE OF 46'56'38", AND BEING SUBTENDED BY A CHORD OF 398.30 FEET, AT A BEARING CF N51'28'09"W, FOR AN ARC LENGTH OF 409.66 FEET; THENCE RUN N2759'51"W FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37", AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A BEARING OF N58'i8'D9V,, FOR AN ARC LENGTH 9F 275.04 FEET; THENCE RUN NB8'36'28'W --OR A OISTANCE OF 125.93 FEET, TO A POINT OF TANGENTIAL CIRCU M CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'20'20", AND BEING SUBTENDED BY A CHORD OF 11377 FEET, AT A BEARING OF S56'43'22 W, FOR AN ARC LENGTH OF 121.02 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.D0 FEET, THROUGH A CENTRAL ANGLE OF 48'41'47", AND BEING SUBTENDED 8Y A CHORD OF 164,91 FEET, AT A BEARING OF 5w24`O6"W, FOR AN ARC LENGTH OF 169.98 FELT, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE 70 THE RIGHT, HAVING A RADIUS OF 700,00 FEET, THROUGH A CENTRAL ANGLE OF 13'28'58", AND BEING SUBTENDED BY A CHORD OF 164.34 FEET, AT A BEARING OF S7729'29'W, FOR AN ARC LENGTH OF 164.72 FEET; THENCE RUN S84'13'58'W FOR A DISTANCE OF 169,90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO T4E LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 3443' 19", AND BEING SUBTENDED 8Y A CHORD OF 149.20 FEET, AT A BEARING OF S66'52'18'W, FOR AN ARC LENGTH OF 151,50 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475,00 FEET, THROUGH A CENTRAL ANGLE OF 62'08'00', AND BEING SUBTENDED BY A CHORD OF 490.23 FEET. AT A BEARING OF S8O'34'39'W, FOR AN ARC LENGTH OF 515.11 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 65'24'33", AND BEING SUBTENDED BY A CHORD OF 216.12 FEET, AT A BEARING OF S78'56'22'W, FOR AN ARC LENGTH OF 228.32 FELT, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE R:GHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 43'19'39', AND BEING SUBTENDED 6Y A CHORD OF 110.75 FEET, AT A BEARING OF S6753'55 W. FOR AN ARC LENGTH OF 113.43 FEET; THENCE RUN SBT33'44'W FOR A DISTANCE OF 33.81 FEET; THENCE REIN NOO'25'58'W FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N285722 W FOR A DISTANCE OF 100.00 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709.B9 FEET, THROUGH A CENTRAL ANGLE OF 15i4'01", AND BEING SUBTENDED BY A CHDRD OF 190,23 FEET, AT A DMING OF S70'44'39'W, FOR AN ARC LENGTH OF 19011 FEET, TO A POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAID EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, RUN NDO'25'37IV FOR A DISTANCE OF 495,65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST OLIARTER OF SAID SECTION 14; THENCE ALONG THE SOUTH LINE OF THE. NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14. RUN N88'20'43 W FOR A DISTANCE OF 693.91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE LEAVING SAID SECTION LINE, RUN N52'51'27"W FOR A DISTANCE OF 171.83 FEET; THENCE RUN S3708'33 W FOR A DISTANCE OF 122.51 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14, RUN N88'20'43"W FOR A DISTANCE OF 2557.48 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN 400'02'07"E FOR A DISTANCE OF 13B9.87 FEET; THENCE LEAVING SAID QUARTER LANE, RUN N88-05'43'W FOR A 06TANCE OF 590.35 FEET; THENCE RUN N01'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274.00 FEET; THENCE RUN S89'09'46"E FOR A DISTANCE OF 1374.52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION It AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN N01'13'54'E FOR A DISTANCE OF }660.10 FEET: THENCE LEAVING SAID QUARTER LINE, RUN S88'402"E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350,00 FEET, THROUGH A CENTRAL ANGLE OF 3705'11', AND BEING SUBTENDED BY A CHORD OF 222,51 FEET, AT A BEARING OF N17'O5'16'E, FOR AN ARC 1_ENGTH OF 226.55 FEET; THENCE RUN N3,637'51"E FOR A DISTANCE OF 214.87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT—OF—WAY LINE OF U.S, 41: DRAWR.A.K. k, OA9 7 va R50 Ensor� Wa ""'"'" s Nnple:, f - 3411� LEGAL DESCRIPTION Phon4: �239) 254-2000 s=_c-r"-ra: HOLE MONTEH Tlnrl d Cer1ITlaals of COMMUNITY DEVELOPMENT DISTRICT 2 71ArDl"=—R'nmdlv � 11.13.14»51S-26E ! I8-31S-27E �"'o "to $A*" AUThor12d110n N0,1772 ty w . Of cixuWn �PPM? a CM Coot B11-1S+rFrama%M Im - wk—-WLR-2-9 o171-vlo xwl Pu Fkrw * m —' (CONTINUED FROM SHEET 2 OF 5) THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE, RUN S54'21'53"E FOR A DISTANCE OF 8137,97 FEET, TO AN INTERSECTION WITH THE EAST LINE OF THE NORTHEAST OUARTER OF SAID SECTION 11, THENCE ALONG SAID QUARTER LINE, RUN SOT'00'OB"W FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; CONTAINING 1,070,540 ACRES, LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY LESCRIBED AS FOLLOWS: THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14. TOWNSHIP 51 SOUTH, RANGE 26 EAST, CDLtIER COUNTY, FLORIDA, CONTAINING TD.906 ACRES, MORE OR LESS. TOTAL DESCRIBED AREA a 1,059.734 ACRES. HOLE MOVES, INC. CERTIFICATE OF ALITHOR12ATION NUMBER LB 1772 #y 16278 HN J. HILTON SATE OF FLORIOA flium'''; -- , 950 Encore Way MWW No. R.A.K. •9 1 fi-" Naples, FL. 34110 OF SLEGAL DESCRIPTION FF[g1FCT r+a. 3 13-7366-2 H 5 Phonv; 230) 254-2000 70 HOLF MC]NTFS Florida Csrflficals of SEC-1u7I-RGE: vowle AI" Rrm"05 Au$horizollo� No.1772 COMMUNITY DEVELOPMENT DISTRICT 2AVE 1! IS t4-3}5-26F k I8-515-t]F rAG2 SMOJIr1c7.dr ��irrlielalHW�rMSYtili�71S-Nwp{Rv�7K1>I 8! 1k+M DI Ioaabs+l/L�RIAS�IPPAOh1C C9P! G7C7 AE549P'619Q1ChE51W0! Rn;dx 041c= S19JN,02 y OIX120 fE IWI PV Pb6W tY AcWK 0 1 j •'�\.��Ir rr � i I I r I r :ME!r �f ¢ Rl I'y I • I S �'' rrn 7- in W '^ r^ N r' r' r � + m r 1 I v ___________.____�,--�� ti I� '4 t�7 /� i r _—____---- N Z S 0o y � rq r r !r A m n g L+, y N m i�i r r r I r Qn c7 SJ7 cY # 1] n ! [�� r m N z f 1 m N LI JJCy0 m 7YJ I N rI r7 (� V 7 7 II II U II II Y � Wn r- w,�� s� tit 6� irk w RANGE 27 —i — I ti a N ~ + r`I 7 (n I I ' � I M 7�r I c r ! r I r ul n + to 1 r +77 r r r r r � r r r 7 GRA" ur. R.A.K. OATL 4 !6 950 Enaor■ Way Hppt,z, FL, 34110 SKETCH OF LEGAL DESCRIPTION 6RAb'1HG 9-7366-2 Ojgg 4 5 Phona: (239) 254-2000 HOLE MONTES Frort o Car lfioat, ar t[�u ter, sunarals Au}harlxotlon Na. t 772 COMMUNITY DEVELOPMENT DISTRICT 2 070 �--� fry �' Cunt S!{pJprRL�rp II a IhSts—seE dl 1e-515-xTe a�e�ro,n a mtia�cc,s-s,�.y�.nn�sis 1r '" LY ixv( n.V kYLAS :: lm70% m =j FL�#RGAs-\Sd7 11o+� 04"m W..RwOdq 1p/206 3:44a1 ry Pk4W W. .raff-Of CURVE TABLE CURVE RAWS DELTA CHORD CHORD BU91NO ARC LENGTH Cl 350.00 6622'03" 383.13 S1743'35'E 405.42 C2 150.DO IIT27'50' 246.44 S34'4 -2.8-E 269.19 C3 20.CO 5730'17' 17.69 N&T4-4'28'E 18,33 C4 95.00 1500'34' 24.82 N44'59'37*E 24.89 C5 20-00 5730'17' 17.69 N2614'45 E 18.33 C6 20.OD 573017' 17.69 S2515'32'E t8.M C7 9$.OD IFOO'34' 24.82 S45'00'231 24.69 C8 20.00 5730,11' 17.69 S63'45'11-E 18,33 C9 320.00 2WN'13 163.77 514'0'13iV 165.62 CIO 1190.00 1g36'38' 384.82 S38'57'O8'W 386.52 C11 45.CO 59'3938' 44.77 5W45'59'E 46.88 C12 62-58 18'38'25' 20,27 S24'15'23 E 20.36 C13 45.00 61'48'37' 46.20 502'41'171E 0.52 C14 300.00 2533'16' 131.80 S14'55'241V 139.04 C15 300-DO 74'19'47' 362.47 W48'4019 309.19 CIS 3U0.00 8558'55' 409.13 S3759'D6*W 4%.20 C17 46.00 111'49'56' 74.54 S45'64'37)V 87.83 C18 45AD7 1IT41'28' 76.51 W949'41'W 91.65 C19 366.00 75'57'07' 449.19 57542'2{) W 483.85 C20 45.00 1D74D'34' 72.68 S1(i58'441P 84.57 C21 280.00 74'43'05' 015.54 533'48'55V 339.06 C22 225.00 94'37'47' 338.79 S4S44'1VW 371.61 C23 285.00 1835'l0' 92.05 N7939'15V 92.45 UNE TABLE UNE DI REC110N LfNM LT S3,539'17 W 101.40 L2 N89'59'37E 58.44 L 3 N89'59'37E 100.00 L4 S00'OO'23'E 13090 L5 N89'59'377 113.79 L6 S00'00'23E 15D.36 L7 52612'02"W 70.46 LS N78'10'25 W 194.68 L9 N38'31'03'E 111.68 L1O N51'28'57W 105.27 L11 %Y34'37'E 07.88 L12 NW56-50-W 322.37 03 W56'39'W 664.33 L14E TABLE LINE DIREC110N LERM L14 544'47'07'W 126.86 L15 N774-021W 78.84 L16 NW51'S3 W 116.94 L17 W45-39-W 685.72 L18 S0542'WW 66.04 LIO N84'17'11'W 46-52 L20 S76W46*W 219-00 L21 N61'59'14"W 667.71 M S59' 15'00*W 59.92 L23 N8719'3.3 W 88.72 L24 40702'43 * 40.73 L25 N2759'511W 47.49 L26 N88'36'281V 125.93 CURVE TABLE CURVE RADIL75 DELTA CHORD CHORD BEARING ARC LU6 7H C24 SO.60 4752'13' 58.47 S61737'15'W 59.88 C25 81.20 94'11'25' 118.96 N84'43'04*W 1 33.4 9 C26 200.DO 23'47'4I' 82.46 N73'S3'm)v 83.D6 C27 30100 16'27'34' 65.89 N7733'oa'w 86.18 C28 M.00 61'29'33' 153.37 N-W34'34 W 160-99 C29 137,00 12'55'12' 228.38 N64'17'24'W 270.00 C30 135.00 71'28'36' 157.70 N8500'42 W 168.41 C31 250.00 39(3'09' 163.DO N66I7'691V I E61m C32 I0.00 60' 16'50' 1 12.89 M471 VW* 14.01 CM IDD.00 54'47'04' 92.02 N34'26'WN 95.62 C54 550.00 1T06'41' i25.58 NSB'23'07'W 125.85 035 500.00 45'56'36' 398.30 N51'28'0'W 4D9.66 C35 260.00 6a36'37' 262.39 NW18.09-W 275.D4 C37 100.00 6920'20' 113.77 55E43'221V 121.02 C38 200.00 494t'47' 164.91 546'24'061V 169.08 C39 700.00 1.728'58' 184.34 5772W291V 154.72 C40 250.DO 34'43'19' 149.20 SIT52'18'W 151.50 C41 475.00 6708'00` 490.23 SW34'3V# 515.11 C42 200.00 65'24'33' 216.12 579'S8'22)W 228.32 C43 150.00 ' 4,319'39" 110.75 56753'15-W 1t3.43 044 709.89 15'24'01' 190.23 570'44'39'W 190.81 C45 350.00 3705'11' 22161 1 1417D5'16'E 220.55 UNE TABLE UNE DIRECTION LENM L27 564'13'58'W 10.90 i38 589'33'44'W 33,81 L29 N04'25'58'W 2074,12 L30 N26!57'22*W ILDD.00 L31 N00'25'371V 495.65 L32 N88'20'43'W 693.91 l33 N52'51'27 W 171.83 L34 S3708'33 W 122.51 L35 N88'2C'4,3W 2557.48 L38 NNT02'07% 1389,87 L37 tWM'43iV 590.35 L38 NO1'43'02'E 1493.79 L39 S88'09'551 1274.00 UNE TABLE UNE DIREC110N LENGTH L40 588'09'46E 1374.82 L41 NDI'13'54'E 1850.10 L42 SW46.12-E 516.33 L43 W37'51'E 214.67 L44 554'21'53E 807.97 L45 SO1'DO'N'W 3308.51 L46 S88'05'23% 690.28 L47 SDO'26'317 687.0 L48 N3613021+ 691.39 L49 WO'20'41*W 686.94 ORAKN Elv: OA.9: 950 Enearr Woy rn"EN R.T.K. 5 '78 }7ol�sFt. 34110 LINE AND CURVE TABLES 3HIET I or SPED 5Phone; {239j 254-20HOL1= MONTES Frorlda C7lrt{tf�ate of COMMUNITY DEVELOPMENT DISTRICT 2 JE"Uts Plmn RRIIVW Autharfzn+Ion Na.1772 SIIG�rA t.Cr I i.73.7-S1S-RRf A 'L-5i5-77E _ ALL LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL OF LAND RHODES&RgODEsLAND SURVEYING, INC 881W BOAM 01 NDE DMIWSUPl'E 107 BOAM SPRINOQ FZ0RLVA,7l138 PSOPNE{TJP) 4V5d1GG FAX (W) 405.81C7 LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 13, TOWNSHIP 51 SOUGH, RANGE 26 EAST AND SECTIONS 18 AND 19, TOWNSHIP 51 SOUTH, RAGE 27 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE ATTHE WEST QUARTER CORNER OF SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN ALONG THE WEST LINE OF SOUTHWEST QUARTER OF SAI D SECTION 18, SOUTH 00920'46" WEST, A DISTANCE OF 2,233.65 FEET TO THE POINT OFBEGINNI'NG OFTHE PARCELOF LAND HEREIN DESCRIBED; THENCE NORTH 88956'16" WEST, A DISTANCE OF 16L44 FEET TO A POINT OF CURVATURE:; TH LNCE WESTERLY, 59,86 FEET ALONGTHE ARC OF A CIRCULAR CURVE, CONCAVE SOL"CHERLY, HAVING A RADIUS OF 8o,00 FEET, THROUGH A CENTRAL ANGLE OF 42952'13" AND BE[NG SUBTENDED BY A CHORD THAT BEARS SOUTH 69"37'38" WEST, 58.47 FEET TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY, 13S.49 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 81.2o FEET, THROUGH A CENTRAL ANGLE OF 94°11'25" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 84o42'41" WEST, 118,96 FEET; TEIENCE SOUTH 04°47'30" WEST, A DISTANCE OF 125.63 FEET; THENCE NORTH 84'46'05" WEST, A DISTANCE OF 9.99 FEET; THENCE NORTH 77°45'4$" WEST, A DISTANCE OF 68.76 FEET; THENCE NORTH 88*51'30" WEST, A DISTANCE OF 65.94 FEET; THENCE NORTH W45'i6" WEST, A DISTANCE OF 595.zg FEET; THENCE. NORTH 08°46'55" EAST, A DISTANCE OF 15.19 FEET; THENCE :NORTH 81°1B'o5" WEST, A DISTANCE OF 86.83 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 40.6t FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOL"I'HEiASTERE,Y. HAVING A RADIUS OF 25.00 FEET, THROUG i A CENTRAL ANGLE OF 93°04'05" AND BEING SUBTENDED BYA CHORDTHAT BEARS SOL ['li 32o14',2" WEST, 36.29 FEET, THENCE SOUTH W42'49" WEST, A DISTANCE OF 16.93 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 49.00 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 25,00 FEET, THROUGH A CENTRAL. ANGLE OF 112o17'57" AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 61°51'48" WEST, 41 ,52 FEET; THENCE NORTH 6105q'14" WEST, A DISTANCE OF 75.11 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 42.43 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, I-IAVING A RADIUS OF 3o.00 FEET, THROUGH A CENTRAL ANGLE OF 81o02'25" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21°28'01" WEST, 38.98 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY, 213.13 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, 1 [AVING A RADIUS OF go.4o FEET, THROUGfI A CENTRAL ANGLE OF 135°41'08" AND BEING SLBTENDED BY A CHORD THAT BEARS NORTH W47'22" WEST, 06.71 FEET TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY, 61.99 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 54°38'43" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 89°18:35" WEST. 59.67 FEET; THENCE NORTH 610y9'14" WEST, A DISTANCE OF 36,90 FEET; THENCE NORTH 21°37'59" EAST, A DISTANCE OF 250-74 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 121.17 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 23o.00 FEET, THROUGH A CENTRAL. ANGLE OF 30°t1'o6" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH o6a32'26" EAST, 119.77 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 34.24 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 65.00 FEET, THROUGH A CEAPI'RAL ANGLE OF 30ou'o6" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH o6"32'26" EAST, 33.85 FEET; THENCE NORTH 21°37'59" EAST, A DISTANCE OF 1oo.89 FEET TO A POINT OF CURVATURE; THENCF NORTHERLY, 162.28 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, RAVING A RADIUS OF 1,t90.0o FEET, THROUGH A CENTRAL ANGLE OF 07°48'48" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 17'43'35" EAST, t62.t5 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 138.92 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 51o.no FEET, THROUGH A CENTRAL ANGLE OF 15°36'23" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 21"37'22" EAST, 138.49 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 376.91 FEET ALONG THE ARC OF A CIRCUL XR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 89o.o❑ FEET, THROUGH A CENTRAL ANGLE OF 24o15'51" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17o17'38" EAST, 374.10 FEET TO A POINT OF Z.;E5TANCIA+5kewh and lesis',21118- 1 0991el.do" Page 1 ol'6 RUODFS &RUODES LAND SURPEYEW, INC asiaaBONrra ON NDEDArrEs=ja 6OJMTA 6P M_0JUVA 31175 PHON&'eMj I0-81M FAX CR 9j 40.8167 REVERSE CURVATURE; THENCE NORTHEASTERLY, 56.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTH EASTERLY, HAVING A RADIUS OF 50.00 FEET. THROUGH A CENTRAL ANGLE OF 65'11'o8" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 37'45'17" EAST 53.87 FEET; THENCE NORTH 68°59'1g" EAST, A DISTANCE OF 25,61 FEET; THENCE SOUTH 51"48'1)2" EAST, A DISTANCE OF l71-93 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE NORTHEASTERLY, 143.41 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, RAVING A RADIUS OF 895.00 FEET, THROUGH A CENTRAL ANGLE OF o9°1o'S1" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 44011'54" EAST, 143.26 FEET' TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 157.go FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 668.6o FEET, THROUGH A CENTRAL ANGLE OF 13031'53" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 42001'23" EAST, 157.53 FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHEASTERLY, 185.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 20i&o1" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 24°36'26" EAST,184.81 FEET; THENCE NORTH 13057'25" EAST, A DISTANCE. OF 434.86 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, 389.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVT? SOUTHEASTERLY, HAVING A RADIUS OF 495,00 FEET, THROUGH A CENTRAL ANGLE OF 45007'42" AND BEING SUBTENDED BY A CHORD TI [AT BEARS NORTH 36°3t'i6" EAST, 379.88 FEET TO A POINT OF REVERSE CURVATURE; THENCE. NORTHEASTERLY,151.58 FEET ALONG THE ARC O' A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 150.o❑ FEET, THROUGH A CENTRAL ANGLE OF 57054'01" AND BEING SLTBTENDFD BY A CHORD THAT SEARS NORTH W006" EAST, 145.21 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE EASTERLY, 303.95 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 255.oa FEET, THROUGH A CENTRAL ANGLE OF 68'1737" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 72041'19" EAST, 286.27 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 214.76 FEET ALONG THE ARC OF A CIRCULAR C[;RVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 25o.00 FEET, THROUGH A CENTRAL .-ANGLE OF 49°13'og" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 63°Gg'05" EAST, 208.22 FEETTO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 248.23 FEET ALONG'THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF21o.ou FEET, T14ROUGH A CENTRAL ANGLE OF 67043'34" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 93053'52o' EAST 234•o3 FEET To A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 122,1E FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, IiAV~ [NG A RADIUS OF 1oo.ao FF;ET, THROUGH A CENTRAL, ANGLE OF 69057'55 ' )END BEING SUBTENDED BY A CHORD THAT BEARS NOR 'TH 550o1'o2" EAST, 114.67 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, 57.32 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, 14AViNG A RADIUS OF Ioo.00 FEET, THROUGH A CENTRAL ANGLE OF 32°50'27" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 73°34'46" FAST, 56.54 FEET; THENCE NORTH 570G9'32o' EAST, A DISTANCE OF 1i5,o2 FEET; THENCE NORTH 04035'o6" WEST, A DISTANCE OF 96.36 FEET TO A POINT ON A NON - TANGENTIAL CURVE; THENCE NORTHEASTERLY, 528.63 FEETALONG THE ARC OFA CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVI?tiG A RADIUS OF 830.ao FEET, THROUGH A CENTRAL ANGLE OF 36°29'32" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 66047'03" EAST 51g,94 FEETTO A POINT OF RE1'ERSE CURVATURE; THENCE EASTERLY, 403,75 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 3oo.o❑ FEET, THROUGH A CENTRAL ANGLE OF 77o0637" ANID BEING SUBTENDED BYA CHORD THAT BEARS NORTH 87oO5'36" EAST, 373.46 FEET; THENCE NORTH 35°38'54" EAST, A DISTANCE OF 200.00 FEET; THENCE SOUTH 54o2t'06" EA5'T, A DISTANCE OF 910,68 FEET; THENCE SOUTH 35 040" WEST, A DISTANCE OF 103.8❑ FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE SOUTHERLY, 405,42 FEET ALONG THE ARC OF A CIRCULAR CURVE„ CONCAVE WESTERLY, HAVING A RADIUS OF 350.o❑ FEET, THROUGH A CENTRAL ANGLE OF 66°22'03" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 12o43'12" EAST, 383.13 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 289,1g FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL :ANGLE OF 110'27'5o" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 34°46'o5" EAST, 246.44 FEET; THENCE SOLFTH go°oo'oo" EAST, A DISTANCE OF 58.44 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY,18.33 FEET ALONG THE ARC OFA CIRCULAR Z:%ESTANCIA,skeich and legal:A2019-10991gi docx i'nge 8 of 6 O C?` RHODES & RHOD.S' LAND SURVEYEVO, LV BONITA SPRrA7,% AZORMA M196 Fft0NE(M9) 40Ur8166 FAx (m) 4aLold4 CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET, TIIROUGH A CENTRAL ANGLE OF 52°30'17" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 630451" EAST, 17.69 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 24.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15000'34" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 45"oo'oo" EAST, 24.82 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52*30'17" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 26015'09" EAST, 17.69 FEET; THENCE SOUTH Wadon" FAST, A DISTANCE OF foo.00 FEET TO A POINT ON A NON - TANGENTIAL CURVE; THENCE. SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 20.00 FEET, THROUG11 A CENTRAL ANGLE OF 52"30'17" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 26015'09" EAST, 17.69 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 24.89 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 95.0o FEET, THROUGH A CENTRAL ANGLE OF 15°00'34" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 450oo'oo" EAST, 24.82 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2o.00 FEET, THROUGH A CENTRALANGLEOF 52°30'11" AND BEING SUBTENDED BY A CHORD THAT BEARS SOE?TH 63°44'48" EAST, 17.69 FEET; THENCE SOUTH 00000'aa" WEST, A DISTANCE OF 130.00 FEET: THENCE SOUTH ga00o'oo" EAST, A DISTANCE OF 113.79 FEET; THENCE SOUTH oo°oo'0o" WEST, A DISTANCE OF t50.36 FEET' TO A POINT OF CURVATURE; THENCE SOUTHERLY, 165.62 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 320,00 FEET, THROUGH A CENTRAL ANGLE OF 29°39'13" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14"49'36" WEST, 163-77 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHWESTERLY, 386-52 FEETALONG TI-IF. ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,t9o.00 FEET, THROUGH A CENTRAL ANGLE OF 18036'36" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 38°57'31" WEST, 384.82 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE SOUTHEASTERLY, 46.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, STAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59139 :38" AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 44045'36" EAST, 44.77 FEET TO A POINTOF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 2o.35 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE ;NORTHEASTERLY, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18"38'25" AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 24'i5'Da" EAST, 20.27 FEETTO A POINTOF REVERSE CURVATURE; THENCE SOUTHERLY, 48.52 FEET ALONG THE ARC OFA CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF45.00 FEET, TH ROUGH A CENTRAL ANGLE OF 61'46'37" AND BEING SUBTENDS D BYA CHORD THAT BEARS SOUITH 02"40'53" EAST, 46.2D FEET; THENCE SOUTH 28"12'25" WEST, A DISTANCE OF 70.46 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, 139.04 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 3oo,aa FEET, THROUGH A CENTRAL ANGLE OF 2603816" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH W55'47' WEST, 137.8o FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, 389.19 FEETALONG THE ARC OVA CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF300.0D FEET, TIIROUGH ACEN"TRAL ANGLE OF 74°19'47" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 38"-}9'03" WEST, 362.47 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, 450.20 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANC LE OF 85°58'55" AND BEING SUBTENDED BYA CHORD THAT BEARS SOUTH 32°5g'29" WEST, 409,13 FEET TO A POINT OF REV"ERSECURVATURE; THENCE SOUTHWESTERLY, 87-83 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 45.o❑ FEET, THROUGH A CENTRAL ANGLE OF 111044',96" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 45055'00" "'EST, 74.54 FEET; THENCE NORTH 78010'02" WEST, A DISTANNCE OF 194.58 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, g1,65 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 116°41'28` AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 19049'18" WEST, 76.61 FEET; THENCE NORTH 38031'26" EAST, A DISTANCE OF 111.o8 FEET; THENCE NORTH 51928'34" WEST, A DISTANCE OF 105.27 FEET TO A POINT ON A NON- 7. %ESTANC1A',sketchand [gE05,2{t18-IVv�Ylgl.floc� Pepe 3 a F 6 CAO) RSODES d- RUODES LAND SURVE177VO, EVC 881M BOMTA OR 4JV,0R I)RrFW SI= I!1' RONITA SPAUM9 FLORWA 3f18C pHv'vE(8�9' ) 4w-810 PAX (849) 05-8144 TANGENTIAL CURVE; THENCE WESTERLY, 483.85 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE. NORTHERLY, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75057'07" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 78°42'43" WEST, 449.19 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE SOUTHERLY, 84.57 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107°40'34" AND BEING SUBTENDED BY A CHORD THAT BEARS SOU I'H 16'59'07" WEST, 72.66 FEETTO A POI: r ON A NON -TANGENTIAL CURVE; THENCE SOUTHWESTERLY, 339,o6 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 74°43'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 33°47'18" WEST, 315.54 FEET, THENCE SOUTH 03°34'14" EAST, A DISTANCE OF 87.88 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 371.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94°37`47" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 43044'40" WEST, 330.79 FEET; THENCE NORTH 88°56'27" WEST, A DISTANCE OF 322.37 FEET TO A POINT OF CURVATURE; THENCE WESTERLY, 92,45 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTI]ERLY, HAVING A RADIUS OF 285.04 FEET, THROUGH A CENTRAL SINGLE OF i8135'l0" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 79038'52" WEST, 92.o5 FEET; THENCE NORTH 8 8056'16" "EST, A DISTANCE OF 502.88 FEE']' TO TI-IF POINT OF BEGINNING. CONTAINING 9,147,731 SQUARE FEET OR 210.003 ACRES, MORE OR LESS. L ,ESTANCIA+sktildi and logols,1018-101)111 l dae% Page 4 of 6 E." ANCIA•sleleh and Iv pW X4 X-I ekdwh. 171T ZWI ! 90 Ili Am i I M L C A E LINE OF A-T - E lit SEC RON 0-51-26 S 0070'4G" w w LINE or !NE Sw. 7j4 273.iBS rBWi SEC PON 18-51-27 r LI] n C E LINE � niE sW !fa W LOIF PF W St 114 S£CAON 19-5l-27 h E LAWE tw- IiI NE 7/� yl _ 5EOAAV !J-u`7-26 SFCAON !6-51-2i R cn I �o �ti I V [na £. LNJF OF WE N W. 1%a 4 ' 5EC A�J 1.8-51-77 _ L24 _ W LINE @� 1F1E N-E lfa 11- SEG!!!hy 75-57-i7 L26Ri 4 � i�Nygg-- Ln A� 0 Z'FSTANCIA.kochArW ICpdr 10J$-4 M19.�iwg. �Cerh f2). I2,�T'_le a if it R}re AM I1 m .Y zt Q 7 AM k O -3 C C t n � C a Id P illy^1 Li n � � 2 � N 4�- ❑ra Ca''yyV �'lri.rCy -,4bgq4 yai,.�4M=o` G 4p yyV�� g� �'i �E 6 �!v v❑�a,�w �.baC��':�bb��a�n� �i �1 �a 2 t x 2 2 N N v�y W N 2 t� men 2 7 2 2 x H Z 2 2 2 x w x � G v h� y y Q G G H A A Q 4 Cy a v m ti�� Rv#i ��= �g�((p�p♦�♦��'+�'i 6p0 � gi H RQi ea��win Ta4�p v� e oNo �� R $wg888&8 �W ��dav`•`. y6egr W dip 4i ��` v� Y W� 1Wi e/iti4 ewfi4; V�qi.. IyG _H �Lpr{Ne�y�y..b��; _S,, L�� vW Qi {V{��O 4p4 V w � •�pG � 'n _ n �vw* Y4 qin yq� c4q� ��v�wv wyR1v � �E W C�Ci r4:nG r��G a� �rn 41 n RL,ti:4� rA rn A ywz _b Rmib±e`,l�w rWN �nx in rnWin Nrxt2525nnZ 22`a� 2222�Ox Z22N'n2N +:a 'w4 a w'U41a "�tn_cn� •t -e ♦ �4 Lii Ci 'Cis a -�Li o2 i �A -! rc: � f w ti a Hems qq V Riff V pe'ei,w �u j a, AL vw� ro � � � H+e ��-+.�� V � ►ruv NQ@�4 bL� C4��'�� b� NA �� eL �� Ir \Y � • ��li ri ii�"'�A � � inn , ern r.�..r r.r� •^1n"1 �Ighl.e "irnrnA rW e8�� r� ��(c r� FLORIDA DEPARTMENT of STATE RON DESANTIS Governor October 14, 20I9 Ms. Martha Vergara, BMR & VAB Senior Deputy Clerk Office of the Clerk of the Circuit Court & Comptroller of Collier County 3299 Tamiami Trail, Suite #401 Naples, Florida 34112-5324 Dear Ms. Vergara: LAUREL M. LEE Secretary of State Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your electronic copy of Collier County Ordinance No. 2019-32, which was filed in this office on October 10, 2019. Sincerely, Ernest L. Reddick Program Administrator ELRIIb R. A. Gray Building • 500 South Bronough Street . Tallahassee, Florida 32399-0250 Telephone: (8501245-6270 www.dos.state.fl.us Exhibit "B" District Resolution 2021-05 RESOLUTION NO. 2021-05 A RESOLUTION OF THE BOARD OF SUPERVISORS OF FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2 AUTHORIZING THE FILING OF A PETITION WITH THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA FOR A MODIFICATION OF THE DISTRICT'S BOUNDARIES AND THE JURISDICTION OF THE DISTRICT THROUGH EXPANSION; PROVIDING FOR CERTAIN REQUIREMENTS IMPLEMENTING SECTION 190.046(1), FLORIDA STATUTES; PROVIDING FOR SEVERABILITY, CONFLICTS AND AN EFFECTIVE DATE. WHEREAS, Fiddler's Creek Community Development District #2 (the "District") is a community development district that was established pursuant to the provisions of Chapter 190, Florida Statutes by Ordinance No. 02-61 adopted by the Board of County Commissioners of Collier County, Florida on November 19, 2002, which ordinance became effective on December 2, 2002, as subsequently amended by Ordinance Nos. 2014-26, 2017-16, 2019-15 and 2019-32 adopted by the Board of County Commissioners of Collier County, Florida; and WHEREAS, the District is in legal existence and in good standing; and WHEREAS, GB Hidden Cove, LLC, a Florida limited liability company and FCC Creek, LLC, a Delaware limited liability company (collectively, the "Developer") and their affiliates are presently developing real property within and/or adjacent to the District; and WHEREAS, the Developer has approached the Board of Supervisors of the District (the "Board") and requested the District petition the Board of County Commissioners of Collier County, Florida to amend the District's boundaries to add in certain lands not currently located within the District as generally depicted on Exhibit "A" attached hereto and made a part hereof (the "Boundary Amendment"). The Boundary Amendment is being made to adjust the boundary line of the District to match the Developer's current proposed plan of development; and WHEREAS, the Developer has agreed to pay all costs, fees and expenses associated with the preparation, filing and pursuit of the aforesaid described petition to the Board of County Commissioners of Collier County, Florida ("Petition"); and WHEREAS, the modification of the external boundaries and jurisdiction of the District through expansion will provide better service to the landowners, both existing and future, and ultimately the residents and citizens of the District; and WHEREAS, Chapter 190, Florida Statutes, provides a mechanism by which the land area and jurisdiction of the District may be modified by expansion; and WHEREAS, in order to seek a boundary amendment pursuant to Chapter 190, Florida Statutes, the District desires to authorize the District staff including, without limitation, legal, engineering, and managerial staff, to provide such services as are necessary through the pendency of the boundary amendment process subject to the terms herein; and WHEREAS, subject to the terms herein, the District desires to authorize the District Manager, District Counsel and District Engineer to assist Developer and Developer's counsel (Coleman, Yovanovich & Koester, P.A.) in a petition to the Board of County Commissioners of Collier County, Florida to amend its boundaries in accordance with the procedures and processes described in Chapter 190, Florida Statutes, which includes the preparation of a petition to the Board of County Commissioners of Collier County, Florida, the holding of a local public hearing in accordance with Section 190.046(1), Florida Statutes and such other actions as are necessary in furtherance of the boundary amendment process. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2: SECTION 1. INCORPORATION OF RECITALS. All of the above representations, findings and determinations contained within the foregoing recitals of this Resolution are recognized as true and accurate and are expressly incorporated into this Resolution. SECTION 2. PETITION. The District hereby authorizes the preparation and filing of a Petition acceptable to and approved by the Board, with the Board of County Commissioners of Collier County, Florida for a modification of the external boundaries and jurisdiction of the District through expansion under Section 190.046(1), Florida Statutes to amend the boundaries generally as depicted on Exhibit "A" attached hereto and made a part hereof. The District Manager, District Counsel and District Engineer are authorized to assist Developer and Developer's counsel (Coleman, Yovanovich & Koester, P.A.) in the filing and pursuit of such Petition. The District staff and Developer's counsel are authorized to take all steps necessary to effectuate the intent of this Resolution, including, without limitation, such work to assist the pursuit of the Petition to the Board of County Commissioners of Collier County, Florida, preparation of necessary Petition attachments, paying appropriate filing fees, coordinating the notice and the conduct of the public hearing required pursuant to Section 190.046(1), Florida Statutes. The District is authorized to enter into that certain "Boundary Amendment Funding Agreement" with the Developer, in the form and content as that attached as Exhibit "B" hereto, whereby the Developer covenants to pay the costs, fees and expenses relating to the boundary modification process and the Petition, including but not limited to paying the costs and expenses of District staff. SECTION 3. SEVERABILITY. If any section or part of a section of this Resolution be declared invalid or unconstitutional, the validity, force and effect of any other section or part of a section of this Resolution shall not thereby be affected or impaired unless it clearly appears that such other section or part of a section of this Resolution is wholly or necessarily dependent upon the section or part of a section so held to be invalid or unconstitutional. SECTION 4. CONFLICTS. All District resolutions or parts thereof in actual conflict with this Resolution are, to the extent of such conflict, superseded and repealed. SECTION 5. EFFECTIVE DATE. This Resolution shall take effect immediately upon the passage and adoption of this Resolution by the Board. PASSED AND ADOPTED at a meeting of the Board of Supervisors of Fiddler's Creek Community Development District #2 this 23`d day of June, 2021. FIDDLER'S CREEK COMMUNITY Ziot P DISTR T #2 ATTEST: Chesley E. ams, Jr., Secretary ex C it EXHIBIT "A" DEPICTION OF BOUNDARY AMENDMENT z Z z'.R,?�-'f�-•: ;KY !,.{5 pp ' 1 / .•:'l4j _' ' ]�;.�#l. t t w w W W a a O O w w J w w w 70 z w z z z m '] = s¢ rQ z� Z� w �Z �Z Z Zll 0}f rf� �. ✓ f F �A f { Umr UmN w00m0r O TLU .c :Ay, t II -.'\ - I pF C7 H CF- ' wt w❑ W O a O a 0 LL t — ". � r a:9.:...r t �i �' '�... �'��`� r \as � W , , I I I % yFSt rr k;�� pf9Ft sa 3 n i, Jo1.ir.:.::,t_�-„,•'-��` 4V"r2'°{ '.*y ! .,.r } r"Y'.>.""y� >r �!; I W -„ n �P rn c jj S ow i i +4C a{ :2 '�`"�i. W Q jr r '?' .� ��• �� i 't'.P f4n%' m J �1!'{U v y r �f � `,�•. rye }� � +^ 1 � �] IF N � pr `Il!L.� ',r �`. •`l »i"�"�,g,§ y�!trgvy, 'H bJZ y ePF gg§ E ail .. Av 77 � � 1 ZI .o z ti� y �,� A >x -4 *y�xtxxt i.r a tia0( zzz a �.-MIR _ ��, '� I y- i 3 �1 '1FT" t'£j,fII' : rJ ''� 4 ✓55 i S S', ^ t.7!OJ*!' r : � a . 2. r �� • \ #5...'+::.-4 �'8ts, i:5,{+m+ +ai �<�' } t S-q / LU z ocr UJ UJ �22 \\ \ IL B u IL �\ y V-x - r- F- z z z r r n W W J O W W 2 m r W W °= O c a EL a r a a O O G z a Z a O O W i 0 I� o O]2w�O o, _ TZ w > z W >WW O W rc' a on o> ? a ❑O— W❑ _❑a a Z ry r> rr> rr z >w ww O o G o Z OIf z LL' ztY z W< W O O� Qp O O a } F r H > �O f0 0] 0> O O JO zLL zLL O ❑ O ` - ��00w w C. m Om V0 m O0 w 70 �O Om 7� 2� > 0 F- C7 I- N~ 0~ O O F O g c� F- D F- H K z g z c) o O ci w o c� ci LL o O c> LL a ggg�R Hrr F� a¢ v o Oy ON 0w 0m ON W O W O d❑ IL 0 LL LLD LL O LL O LL O CD I I I W y 2 a LU W r WOFA ; `{l# � Z O uj W p i O / 4 f r•S (' Fw• Y r' K OF,jY 4s IV if 2 � f i 1 7 Nitro:; Sz ` I i _a � -_ � T •� F pry' �' �.,� � r rj� 33��5 � //j�L I (/j///'� _ �FB ANaIVd � I J r I I I ✓' i' r 'i 1l I U —Vt, � of r[[ ., tt EXHIBIT "B" BOUNDARY AMENDMENT FUNDING AGREEMENT BOUNDARY AMENDMENT FUNDING AGREEMENT THIS BOUNDARY AMENDMENT FUNDING AGREEMENT (this "Agreement") is made and entered into this 28r' day of June, 2021, by and between FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes (the "District"), and GB HIDDEN COVE, LLC, a Florida limited liability company, ("GBHC") and FCC CREEK, LLC, a Florida limited liability company ("FCCC"). GBHC and FCCC are landowners and developers of lands to be included within the District (collectively, the "Developer"). WHEREAS, the District is a community development district that was established pursuant to the provisions of Chapter 190, Florida Statutes, by the Board of County Commissioners of Collier County, Florida; and WHEREAS, pursuant to Chapter 190, Florida Statutes, the District is authorized to construct, acquire, and maintain infrastructure improvements and services, including but not limited to roadways, stormwater management facilities, utilities, security facilities, and other public infrastructure; and WHEREAS, the District currently provides public infrastructure systems, facilities, and services to the real property within the District, and WHEREAS, the Developer and its affiliates presently are developing real property within and adjacent to the District; and WHEREAS, the Developer has approached the District and requested that the District's boundaries be amended pursuant to Section 190.046(1), Florida Statutes to add in certain adjacent lands currently outside of the District as generally depicted on Exhibit "A" attached hereto and made a part hereof (the `Boundary Amendment"). The Boundary Amendment is being made to adjust the boundary line of the District to match the Developer's current proposed plan of development; and WHEREAS, the Boundary Amendment proposed by the Developer is within the amendment size restrictions contained within Section 190.046(1), Florida Statutes; and WHEREAS, the District has authorized the pursuit of the Boundary Amendment pursuant to Resolution No. 2021-05; and WHEREAS, the Developer, in conjunction with the District, agrees to pursue the Boundary Amendment in accordance with the procedures and processes described in Chapter 190, Florida Statutes, which processes include the preparation of a petition acceptable to and approved by the Board of Supervisors (the "Board") of the District to the Board of County Commissioners of Collier County, Florida and such other actions as are necessary in furtherance of the Boundary Amendment process; and WHEREAS, the District has authorized District staff, including but not limited to legal, engineering, and managerial staff, to assist Developer and Developer's counsel and other retained professionals and consultants to provide such services as are reasonably necessary throughout the Boundary Amendment process; and WHEREAS, the retention of any necessary consultants and the work to be performed by District staff may require the expenditure of certain fees, costs, and other expenses by the District; and WHEREAS, the Developer agrees to provide sufficient funds to the District to reimburse the District for any such expenditures that are necessary or required relating to the Boundary Amendment including, but not limited, to legal, engineering, and other consultant fees, filing fees, administrative, and other expenses. NOW, THEREFORE, the parties agree as follows: RECITALS. The foregoing recitals are true and correct and incorporated herein by reference. 2. PROVISION OF FUNDS. The Developer, through Developer's counsel, agrees to assume the primary role for the pursuit of the Boundary Amendment. The Developer shall be solely responsible for the payment of the costs and expenses of its counsel and consultants and the payment of all filing and advertising fees relating to the Boundary Amendment. The District has authorized District staff, including but not limited to legal, engineering, and managerial staff, to assist Developer and Developer's counsel and retained consultants to provide such services as are reasonably necessary and requested by the Developer to process the petition acceptable to and approved by the Board throughout the Boundary Amendment process. The Developer agrees to make available to the District such funds as are necessary to enable the District to pay the cost and expense of District staff and consultants in their assistance in the Boundary Amendment process and proceedings. The Developer will remit such funds to the District on a monthly basis, within fourteen (14) days after a written request by the District. 3. DEFAULT. A default by either party under this Agreement shall entitle the other to all remedies available by law or in equity, which may include, but not be limited to, the right of damages, injunctive relief and/or specific performance. 4. ENFORCEMENT OF AGREEMENT. In the event that either party is required to enforce this Agreement by court proceedings or otherwise, then the prevailing party shall be entitled to recover all fees and costs incurred, including reasonable attorneys' fees and costs for trial, alternative dispute resolution, or appellate proceedings. Venue and jurisdiction for any litigation arising out of or related to this Agreement shall be in the Florida state court of appropriate jurisdiction in Collier County, Florida 5. AGREEMENT. This instrument shall constitute the final and complete expression of this Agreement between the parties relating to the subject matter of this Agreement. 6. AMENDMENTS. Amendments to and waivers of the provisions contained in this Agreement may be made only by an instrument in writing that is executed by both of the parties hereto. 7. AUTHORIZATION. The execution of this Agreement has been duly authorized by the appropriate body or official of all parties to this Agreement, each party has complied with all the requirements of law, and each party has full power and authority to comply with the terms and provisions of this instrument. 8. NOTICES. All notices, requests, consents and other communications under this Agreement ("Notices") shall be in writing and shall be hand delivered, mailed by first class regular U.S. mail, commercial overnight delivery service or email, to the parties, as follows: If to GBHC: GB Hidden Cove, LLC 8156 Fiddler's Creek Parkway Naples, FL 34114 Attn: Aubrey J. Ferrao and Joe Parisi ?ji & ug lfbay.com parisiJAgqlfbqy.com With a copy to: Coleman, Yovanovich & Koester, P.A. c/o Gregory L. Urbancic, Esq. 4001 Tamiami Trail N., Suite 300 Naples, FL 34103 gurbancic(&cyklawf=.com If to FCCC: FCC Creek, LLC 8156 Fiddler's Creek Parkway Naples, FL 34114 Attn: Aubrey J. Ferrao and Joe Parisi ajfAug lfbay.com parisiJ(&, uug lfbay.com With a copy to: Coleman, Yovanovich & Koester, P.A. c/o Gregory L. Urbancic, Esq, 4001 Tamiami Trail N., Suite 300 Naples, FL 34103 gurbancic(a-)cyklawfu m. com If to District: Fiddler's Creek Community Development District #2 c/o Wrathell, Hunt & Associates, LLC 2300 Glades Road, Suite 410W Boca Raton, FL 33431 Attn: District Manager adamscAwhhassociates.com With a copy to: Fiddler's Creek Community Development District #2 c/o Wrathell, Hunt & Associates, LLC 2300 Glades Road, Suite 410W Boca Raton, FL 33431 Attn: Elliot Miller, Chair elliot.miller(a,fiddlerscreekcdd2.net With a copy to: Woodward, Pires & Lombardo, P.A. c/o Anthony P. Pires, Esq. 3200 North Tamiami Trail, Suite 200 Naples, FL 34103 APires(d,wpl-le al.com Except as otherwise provided in this Agreement, any Notice shall be deemed received only upon actual delivery at the address set forth in this Agreement. Notices delivered after 5:00 p.m. (at the place of delivery) or on a non -business day, shall be deemed received on the next business day. If any time for giving Notice contained in this Agreement would otherwise expire on a non -business day, the Notice period shall be extended to the next succeeding business day. Saturdays, Sundays, and legal holidays recognized by the United States government shall not be regarded as business days. Counsel for the parties may deliver Notices on behalf of the parties. Any party or other person to whom Notices are to be sent or copied may notify the other parties and addresses of any change in name or address to which Notices shall be sent by providing the same on five (5) days written notice to the parties and addresses set forth in this Agreement. 9. THIRD PARTY BENEFICIARIES. This Agreement is solely for the benefit of the formal parties to this Agreement and no right or cause of action shall accrue upon or by reason hereof, to or for the benefit of any third party not a formal party to this Agreement. Nothing in this Agreement expressed or implied is intended or shall be construed to confer upon any person or corporation other than the parties to this Agreement any right, remedy or claim under or by reason of this Agreement or any provisions or conditions hereof, and all of the provisions, representations, covenants and conditions contained in this Agreement shall inure to the sole benefit of and shall be binding upon the parties to this Agreement and their respective representatives, successors, and assigns. 10. ASSIGNMENT. Neither party may assign this Agreement or any money to become due hereunder without the prior written approval of the other party. 11. CONTROLLING LAW. This Agreement and the provisions contained herein shall be construed, interpreted, and controlled according to the laws of the State of Florida. 12. EFFECTIVE DATE. This Agreement shall be effective after execution by both parties to this Agreement and shall remain in effect unless terminated by either of the parties. 13. PUBLIC RECORDS. Developer understands and agrees that all documents of any kind provided to the District, Coleman, Yovanovich & Koester, P.A. or to District Staff in connection with the work contemplated under this Agreement may be public records and will be treated as such in accord with Florida law. During the term of the Agreement, the Developer shall comply with the Florida Public Records Law. The Developer shall do the following: (1) keep and maintain public records required by the District in order to perform the work; (2) Upon request from the District's custodian of public records, provide the District with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost allowed by law; (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the Agreement if the Developer does not transfer the records to the public agency; (4) Upon completion of the Agreement, transfer, at no cost, to the District all public records in possession of the Developer or keep and maintain public records required by the District to perform the service. If the Developer transfers all public records to the District upon completion of the Agreement, the Developer shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Developer keeps and maintains public records upon completion of the Agreement, the Developer shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the District, upon request from the District's custodian of public records, in a format that is compatible with the information technology systems of the District. IF THE DEVELOPER HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES TO THE DEVELOPER'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE DISTRICT CUSTODIAN OF 4 RECORDS, AT CHESLEY `CHUCK' ADAMS, DIRECTOR OF OPERATIONS, WRATHELL, HUNT AND ASSOCIATES, LLC; (239) 464- 7114; ADAMSC@WHHASSOCIATES.COM. The Developer shall keep and make available to the District for inspection and copying, upon written request by the District all records in the Developer's possession relating to the Agreement. Any document submitted to the District may be a public record and is open for inspection or copying by any person or entity unless considered confidential and exempt. Public records are defined as all documents, papers, letters, maps, books, tapes, photographs, films, sound recordings, data processing software, or other material, regardless of physical form, characteristics, or means of transmission, made or received pursuant to law or ordinance or in connection with the transaction of official business by an agency. Any document in the Developer's possession is subject to inspection and copying unless exempted under Chapter 119 of the Florida Statutes. If the Developer fails to comply with the Public Records Law, the Developer shall be deemed to have breached a material provision of the Agreement. 14. ARM'S LENGTH TRANSACTION. This Agreement has been negotiated fully between the parties as an arm's length transaction. The parties participated fully in the preparation of this Agreement with the assistance of their respective counsel. In the case of a dispute concerning the interpretation of any provision of this Agreement, the parties are each deemed to have drafted, chosen, and selected the language, and doubtful language will not be interpreted or construed against any party. 15. SOVEREIGN IMMUNITY. Developer agrees that nothing in this Agreement shall constitute or be construed as a waiver of the District's limitations on liability contained in Section 768.28, Florida Statutes, or other statutes or law. 16. E-VERIFY. Developer shall comply with all applicable requirements of Section 448.095, Florida Statutes. Developer shall register with and use the U.S. Department of Homeland Security's E-Verify system to verify the work authorization status of all newly hired employees. If Developer enters into a contract with a subcontractor relating to the services under this Agreement, the subcontractor must register with and use the E-Verify system and provide Developer with an affidavit stating the subcontractor does not employ, contract with, or subcontract with an unauthorized alien. Developer shall maintain a copy of said affidavit for the duration of the contract with the subcontractor and provide a copy to the District upon request. For purposes of this section, the term "subcontractor" shall have such meaning as provided in Section 448.095(1)0), Florida Statutes and the term "unauthorized alien" shall have such meaning as provided in Section 448.095(k), Florida Statutes. If Developer has a good faith belief that a subcontractor with which it is contracting has knowingly violated Section 448.095, Florida Statutes, then Developer shall terminate the contract with such person or entity. Further, if District has a good faith belief that a subcontractor of Developer knowingly violated Section 448.095, Florida Statutes, but Developer otherwise complied with its obligations hereunder, District shall promptly notify the Developer and upon said notification, Developer shall immediately terminate its contract with the subcontractor. Notwithstanding anything else in this Agreement to the contrary, District may immediately terminate this Agreement for cause if there is a good faith belief that Developer knowingly violated the provisions of Section 448.095, Florida Statutes, and any termination thereunder shall in no event be considered a breach of contract by District. By entering into this Agreement, Developer represents that no public employer has terminated a contract with Developer under Section 448.095(2)(c), Florida Statutes, within the year immediately preceding the date of this Agreement. District has materially relied on this representation in entering into this Agreement with Developer. 17. HEADINGS FOR CONVENIENCE ONLY. The descriptive headings in this Agreement are for convenience only and shall not control nor affect the meaning or construction of any of the provisions of this Agreement. is. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which when executed and delivered shall be an original; however, all such counterparts together shall constitute but one and the same instrument. Signature and acknowledgment pages, if any, may be detached from the counterparts and attached to a single copy of this document to physically form one document. IN WITNESS THEREOF, the parties have executed this Agreement as of the day and year first written above. ATTEST: aA�Ai--,- Che E. Ad ms, Jr., Secretary DEVELOPER: GBHC: GB HIDDEN COVE, LLC, a Florida limited liability company By: �/ ' qn� Print Name: LA T000 Title: hot i 1 VI Gt 11 DISTRICT: FIDDLER'S CREEK COMMUNITY DEVE O DISTRICT #2 y: Elliot Miller, Chair DEVELOPER: FCCC: FCC CREEK, LLC, a Florida limited liability company 0 EXHIBIT "A" DEPICTION OF BOUNDARY AMENDMENT Exhibit "C-1" Expansion Land Area 1 H:\820O\S—Svrvey\Projects By Name Of Locotion\FIDDLERS\2021009 Cdd Revisions\21009 Swap 01.dwg 911512021 2:46:53 PM Plotted by: Tom Murphy 0 200 400 1" 400' EiJ z J 'U Q 1�'4S "S Cr N L63 C48 C cQ> rah SO w �8 7 C49 / L L25L23C�¢ L 18 <, �s� C52 C53 L171 L14 h �.C12 L20 'S L13 2 C13 C'o SOUTH LINE SECTION 13-51-26 (BASIS OF BEARING) SOUTH LINE SFCTION 13-51-�F POINT OF COMMENCEMENT S.E. COR. SEC. 13-51-26 POINT OF COMMENCEMENT L69 (6 L67 L70 L72 S L71 c �9 FROM CDD 1 — TO CDD 2 POINT OF J c'0 L8 �/> BEGINNING 09 C8 C6 L1 C� LS — C4 C6 C5 C2 N L3 M1111Ir:S.YO101fiv W DRAWN By: DATE: 950 Encore Way DRAWING P.G. BEN 7 21 •• Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-1654 SHEET # OF SHEET Phone: (239) 254-2000 PROJE21 009 SEC-nvN-Rce Hmi Florida Certificate of HOLE MONTES Authorization No.1772 FIDDLER'S CREEK CDD TRANSFERS e No. 1 FILE NAME 13, 14, 24-51-26 ENMEEASIL DSGWEAf6XnELT3INNERSISURVE/OF5 21009 swap 01.dwg H:\820O\S-Svrvey\Projects By Name Of Locatioo\Fl0DLERS\202lO09 Cdd Revisio-\21009 Swap 01.dwg 911512021 2:46:53 PM Plotted by: Tom Murphy CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 120.01' 49°06'29" 99.74' S 84'47'25" W 102.86' C2 304.19' 25'25'07" 133.85' N 83'21'54" W 134.95' C3 402.41' 31'06'58" 215.86' N 80'30'59" W 218.54' C4 325.00' 30°05'59" 168.78' N 78'56'52" W 170.74' C5 120.00' 12'46'46" 26.71' N 87'36'29" W 26.77' C6 271.68' 10*56'29" 51.80' N 76'32'40" W 51.88' C7 140.00' 10*52'30" 26.53' N 65'38'11" W 26.57' C8 96.23' 10*36'19" 17.79' N 64'55'59" W 17.81' C9 140.00' 8'48'42" 21.51' N 65'29'11" W 21.53' C10 720.00' 12'30'32" 156.88' N 59'08'56" W 157.19' C11 680.00' 8°27'08" 100.22' N 57'07'13" W 100.31' C12 30.00' 26'22'37" 13.69' N 74'32'05" W 13.81' C 13 42.54' 93' 18' 1 1 " 61.87' S 80* 1 1 '54" W 69.27' C14 98.35' 37'51'20" 63.81' N 58'33'08" W 64.98' C15 247.83' 16'56'50" 73.04' N 16'41'05" W 73.31' C16 50.27' 69°00'31" 56.95' N 38'42'54" W 60.55' C17 31.19' 45*24'10" 24.07' N 50'31'04" W 24.71' C18 75.00' 33'51'50" 43.68' N 44'44'54" W 44.33' C19 100.00' 11'00'45" 19.19' N 66'05'49" W 19.22' C20 514.31' 14'23'31" 128.85' N 64'24'26" W 129.19' C21 214.22' 27°56'26" 103.43' N 71'10'54" W 104.47' C22 50.88' 49'55'53" 42.95' S 70'37'08" W 44.34' C23 155.35' 64*46'17" 166.41' S 79'05'27" W 175.61' C24 52.65' 44*41'17" 40.03' N 46'10'47" W 41.06' C25 43.00' 66'41'09" 47.27' N 57'10'43" W 50.05' C26 120.00' 11'00'24" 23.02' S 83'10'24" W 23.05' C27 542.06' 9'54'40" 93.65' S 76'55'52" W 93.77' C28 120.00 7'23'59" 15.49' S 73'58' 13" W 15.50' C29 70.00' 21*47'12" 26.46' S 88'33'48" W 26.62' C30 399.42' 16'56'44" 117.70' N 33*24'14" E 118.13' C31 3855.60' 1' 18' 19" 87.84' N 24' 16'42" E 87.84' C32 132.52' 69'03'49" 150.24' N 02'50'53" W 159.74' C33 25.00' 103'08'09" 39.17' S 88'42'50" E 45.00' C34 1256.70' 9'17'39" 203.63' N 66'29'07" E 203.86' C35 150.00' 43'19'39" 110.75' N 67'53'55" E 113.43' C36 200.00' 65°24'33" 216.12' N 78'56'22" E 228.32' C37 475.00' 62'10'05" 490.48' N 80'33'36" E 515.39' C38 247.67' 10*41'47" 46.17' N 54'52'29" E 46.24' C39 250.00' 24'03'36" 104.21 ' N 72' 12' 10" E 104.98' C40 700.00' 13'28'58" 164.34' N 77'29'29" E 164.72' C41 200.00' 48'41'47" 164.91' N 46'24'06" E 169.98' C42 100.00' 69'20'20" 113.77' N 56'43'22" E 121.02' C43 260.00' 60'36'37" 262.39' S 58'18'09" E 275.04' C44 500.00' 46'56'36" 398.30' S 51'28'09" E 409.66' C45 550.00' 13'06'41 " 125.58' S 68'23'07" E 125.86' C46 100.00' 54°47'04" 92.02' S 34*26'15" E 95.62' C47 10.00' 80' 16'50" 12.89' S 47' 11 '08" E 14.01 ' C48 250.00' 38°03'09" 163.00' S 68°17'59" E 166.04' C49 135.00' 71'28'36" 157.70' S 85'00'42" E 168.41' C50 137.00' 112*55'12" 228.38' S 64'17'24" E 270.00' C51 150.00, 61°29'33" 153.37' S 38°34'34" E 160.99' C52 300.00' 16'27'34" 85.89' S 77'33'08" E 86.18' C53 1 200.00' 23°47'41 " 82.46' S 73°53'04" E 83.06' * NOT A SURVEY DRAWN BY: DATE: 950 Encore Way BEN 7 21 •• Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION SHEET # OF SHEET Phone: (239) 254-2000 2 SEC-nvN-Rce 5 Florida Certificate of FIDDLER'S CREEK CDD TRANSFERS e No. 1 13, 14, 24-51-26 aiM�IuDSWEaMONTE�S Authorization No.1772 rl - 1 O: PROJECT NO. 21009 swap 01 H:\820O\S-Svrvey\Projects By Name Of Locatioo\Fl0DLERS\202lO09 Cdd Revision \21009 Swap 01.dwg 911512021 2:46:53 PM Plotted by: Tom Murphy LINE BEARING DISTANCE L1 N 88'58'58" W 344.26' L2 S 00'00'00" E 61.23' L3 N 89'56'43" E 65.73' L4 S 01'05' 16" W 47.03' L5 I N 81'13'05" W 160.25' L6 N 71'04'25" W 148.26' L7 N 59'32'59" W 54.85' L8 N 68'58'01 " W 34.68' L9 N 61'04'50" W 98.96' L10 N 61'20'47" W 407.40' L11 S 37'02'54" W 54.58' L12 N 53'09'01 " W 119.23' L13 S 78'20'56" W 65.29' L14 N 70'14'37" W 40.26' L15 N 54*22'13" W 64.70' L16 N 33'21'25" W 23.69' L17 N 75' 12' 12" W 33.30' L18 N 76*51'10" W 26.95' L19 S 43'37'46" W 161.77' L20 N 90'00'00" W 26.44' L21 N 48*41'19" W 62.83' L22 N 14'21'59" E 47.02' L23 N 77'28'48" W 34.63' L24 N 52'19'34" W 29.83' L25 N 85'11'14" W 26.94' >1Z�1:1>!�]��a:II�lA7►1 LINE BEARING DISTANCE L26 N 38'20'00" W 22.50' L27 N 77'46'28" W 33.45' L28 N 65'05'58" W 40.53' L29 S 25'54'37" W 42.30' L30 S 88'48'27" W 24.84' L31 N 73*55'13" W 30.71' L32 N 42'59'31 " W 35.20' L33 N 14'24'37" W 43.32' L34 N 63'10'35" W 52.78' L35 N 24'20'06" W 64.72' L36 N 60'16'17" W 117.36' L37 S 89'33'28" W 185.48' L38 S 00'29'56" E 22.52' L39 S 30'23'51" W 24.71' L40 S 65'20'21 " W 59.88' L41 N 79'13'24" W 47.16' L42 S 69'39'07" W 76.08' L43 S 77*25'16" W 77.61' L44 N 86'34'08" W 36.83' L45 N 69' 14' 10" W 32.78' L46 S 77*40'12" W 46.94' L47 S 77'40'12" W 633.48' L48 S 77*40'12" W 242.08' L49 S 63'50'35" W 105.72' L50 S 53'26'00" W 22.75' LINE BEARING DISTANCE L51 N 55' 15' 12" W 106.68' L52 N 45'28'07" W 39.52' L53 N 28'56'05" E 24.08' L54 N 59'52'05" W 16.74' L55 N 41'40'21 " E 33.12' L56 N 47'08'59" E 48.64' L57 S 00'25'58" E 295.91' L58 N 89'33'44" E 33.81' L59 N 84'13'58" E 169.90, L60 S 88'36'28" E 125.93' L61 S 27'59'51 " E 47.49' L62 S 07'02'43" E 40.73' L63 S 87'19'33" E 86.72' L64 N 59' 15'00" E 59.92' L65 S 61'59'14" E 667.71' L66 N 28'00'46" E 219.00' L67 S 84' 17' 11 " E 48.52' L68 N 05'42'49" E 66.04' L69 S 85'06'03" E 687.38' L70 S 88'46'54" E 66.20' L71 S 77'41'47" E 68.11' L72 S 84'48'34" E 8.27' L73 S 00'00'00" E 425.87' A PARCEL OF LAND LOCATED IN SECTIONS 13, 14 & 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN N88'58'58"W, ALONG THE SOUTH LINE OF SAID SECTION 13 FOR A DISTANCE OF 344.26 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE RUN S00'00'00"E FOR A DISTANCE OF 61.23 FEET; THENCE RUN N89'56'43"E FOR A DISTANCE OF 65.73 FEET; THENCE RUN S01'05'16"W FOR A DISTANCE OF 47.03 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.01 FEET, AT A BEARING OF N29'45'50"W THEREFROM, THROUGH A CENTRAL ANGLE OF 49'06'29" AND BEING SUBTENDED BY A CHORD OF 99.74 FEET AT A BEARING OF S84'47'25"W, FOR AN ARC LENGTH OF 102.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAIL CURVE TO THE LEFT, HAVING A RADIUS OF 304.19 FEET, THROUGH A CENTRAL ANGLE OF 25'25'07" AND BEING SUBTENDED BY A CHORD OF 133.85 FEET AT A BEARING OF N83'21'54"W, FOR AN ARC LENGTH OF 134.95 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 402.41 FEET, THROUGH A CENTRAL ANGLE OF 31'06'58" AND BEING SUBTENDED BY A CHORD OF 215.86 FEET AT A BEARING OF N80'30'59"W, FOR AN ARC LENGTH OF 218.54 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 325.00 FEET, AT A BEARING OF S26'06'07"W THEREFROM, THROUGH A CENTRAL ANGLE OF 30'05'59" AND BEING SUBTENDED BY A CHORD OF 168.78 FEET AT A BEARING OF N78'56'52"W, FOR AN ARC LENGTH OF 170.74 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 12'46'46" AND BEING SUBTENDED BY A CHORD OF 26.71 FEET AT A BEARING OF N87'36'29"W, FOR AN ARC LENGTH OF 26.77 FEET; THENCE RUN N81'13'05"W FOR A DISTANCE OF 160.25 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 271.68 FEET, AT A BEARING OF N07'59'05"E THEREFROM, THROUGH A CENTRAL ANGLE OF 10'56'29" AND BEING SUBTENDED BY A CHORD OF 51.80 FEET AT A BEARING OF N76'32'40"W, FOR AN ARC LENGTH OF 51.88 FEET; THENCE RUN N71'04'25"W FOR A DISTANCE OF 148.26 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, THROUGH A CENTRAL ANGLE OF 10'52'30" AND BEING SUBTENDED BY A CHORD OF 26.53 FEET AT A BEARING OF N65'38'11"W, FOR AN ARC LENGTH OF 26.57 FEET; THENCE RUN N59'32'59"W FOR A DISTANCE OF 54.85 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 96.23 FEET, AT A BEARING OF S30'22'10"W THEREFROM, THROUGH A CENTRAL ANGLE OF 10'36'19" AND BEING SUBTENDED BY A CHORD OF 17.79 FEET AT A BEARING OF N64'55'59"W, FOR AN ARC LENGTH OF 17.81 FEET; THENCE RUN N68'58'01 "W FOR A DISTANCE OF 34.68 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, AT A BEARING OF N20'06'28"E THEREFROM, THROUGH A CENTRAL ANGLE OF 08'48'42" AND BEING SUBTENDED BY A CHORD OF 21.51 FEET AT A BEARING OF N65'29'11"W, FOR AN ARC LENGTH OF 21.53 FEET; THENCE RUN N61'04'50"W FOR A DISTANCE OF 98.96 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 720.00 FEET, AT A BEARING OF N24'35'48"E THEREFROM, THROUGH A CENTRAL ANGLE OF 12'30'32" AND BEING SUBTENDED BY A CHORD OF 156.88 FEET AT A BEARING OF N59'08'56"W, FOR AN ARC LENGTH OF 157.19 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 680.00 FEET, THROUGH A CENTRAL ANGLE OF 08'27'08" AND BEING SUBTENDED BY A CHORD OF 100.22 FEET AT A BEARING OF N57'07'13"W, FOR AN ARC LENGTH OF 100.31 FEET; THENCE RUN N61'20'47"W FOR A DISTANCE OF 407.40 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 26'22'37" AND BEING SUBTENDED BY A CHORD OF 13.69 FEET AT A BEARING OF N74'32'05"W, FOR AN DRAWN BY: DATE: 950 Encore Way DRAWING NO. BEN 7 21 •• Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-1654 SHEET 3 OF SHEET Phone: (239) 254-2000 PROJECT 009 SEC-TWN-RGE mm;" Florida Certificate of FIDDLER'S CREEK CDD TRANSFERS - No. 1 FILE NAME HOLE MONTES Authorization No.1772 13, 14, 24-51-26 ENMEEASIL DSWEAf6XnELTsINNERSISURVE/OFs 21009 swap 01.dwg H:\820O\S-Svrvey\Projects By Name Of Locatioo\Fl0DLERS\202lO09 Cdd Revision \21009 Swap Ol.dwg 911512021 2:46:53 PM Plotted by: Tom Murphy ARC LENGTH OF 13.81 FEET; THENCE RUN S37'02'54"W FOR A DISTANCE OF 54.58 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 42.54 FEET, AT A BEARING OF N5627'12"W THEREFROM, THROUGH A CENTRAL ANGLE OF 93'18'11" AND BEING SUBTENDED BY A CHORD OF 61.87 FEET AT A BEARING OF S80'11'54"W, FOR AN ARC LENGTH OF 69.27 FEET; THENCE RUN N53'09'01"W FOR A DISTANCE OF 119.23 FEET; THENCE RUN S78'20'56"W FOR A DISTANCE OF 65.29 FEET; THENCE RUN N70'14'37"W FOR A DISTANCE OF 40.26 FEET; THENCE RUN N54'22'13"W FOR A DISTANCE OF 64.70 FEET; THENCE RUN N33'21'25"W FOR A DISTANCE OF 23.69 FEET; THENCE RUN N75'12'12"W FOR A DISTANCE OF 33.30 FEET; THENCE RUN N76'51'10"W FOR A DISTANCE OF 26.95 FEET; THENCE RUN S43'37'46"W FOR A DISTANCE OF 161.77 FEET; THENCE RUN N90'00'00"W FOR A DISTANCE OF 26.44 FEET; THENCE RUN N48'41'19"W FOR A DISTANCE OF 62.83 FEET; THENCE RUN N14'21'59"E FOR A DISTANCE OF 47.02 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 98.35 FEET, AT A BEARING OF S50'22'32"W THEREFROM, THROUGH A CENTRAL ANGLE OF 37'51'20" AND BEING SUBTENDED BY A CHORD OF 63.81 FEET AT A BEARING OF N5833'08"W, FOR AN ARC LENGTH OF 64.98 FEET; THENCE RUN N77'28'48"W FOR A DISTANCE OF 34.63 FEET; THENCE RUN N52'19'34"W FOR A DISTANCE OF 29.83 FEET; THENCE RUN N85'11'14"W FOR A DISTANCE OF 26.94 FEET; THENCE RUN N38'20'00"W FOR A DISTANCE OF 22.50 FEET; THENCE RUN N77'46'28"W FOR A DISTANCE OF 33.45 FEET; THENCE RUN N65'05'58"W FOR A DISTANCE OF 40.53 FEET; THENCE RUN S25'54'37"W FOR A DISTANCE OF 42.30 FEET; THENCE RUN S88'48'27"W FOR A DISTANCE OF 24.84 FEET; THENCE RUN N73'55'13"W FOR A DISTANCE OF 30.71 FEET; THENCE RUN N42'59'31"W FOR A DISTANCE OF 35.20 FEET; THENCE RUN N14'24'37"W FOR A DISTANCE OF 43.32 FEET; THENCE RUN N63'10'35"W FOR A DISTANCE OF 52.78 FEET; THENCE RUN N24'20'06"W FOR A DISTANCE OF 64.72 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 247.83 FEET, AT A BEARING OF N64'50'301 THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'50" AND BEING SUBTENDED BY A CHORD OF 73.04 FEET AT A BEARING OF N16'41'05"W, FOR AN ARC LENGTH OF 73.31 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.27 FEET, AT A BEARING OF S85'47'21"W THEREFROM, THROUGH A CENTRAL ANGLE OF 69'00'31" AND BEING SUBTENDED BY A CHORD OF 56.95 FEET AT A BEARING OF N38'42'54"W, FOR AN ARC LENGTH OF 60.55 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 31.19 FEET, THROUGH A CENTRAL ANGLE OF 45'24'10" AND BEING SUBTENDED BY A CHORD OF 24.07 FEET AT A BEARING OF N50'31'04"W, FOR AN ARC LENGTH OF 24.71 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 75.00 FEET, THROUGH A CENTRAL ANGLE OF 33'51'50" AND BEING SUBTENDED BY A CHORD OF 43.68 FEET AT A BEARING OF N44'44'54"W, FOR AN ARC LENGTH OF 44.33 FEET; THENCE RUN N60'16'17"W FOR A DISTANCE OF 117.36 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, AT A BEARING OF S29'24'33"W THEREFROM, THROUGH A CENTRAL ANGLE OF 11'00'45" AND BEING SUBTENDED BY A CHORD OF 19.19 FEET AT A BEARING OF N66'05'49"W, FOR AN ARC LENGTH OF 19.22 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 514.31 FEET, THROUGH A CENTRAL ANGLE OF 14'23'31" AND BEING SUBTENDED BY A CHORD OF 128.85 FEET AT A BEARING OF N64'24'26"W, FOR AN ARC LENGTH OF 129.19 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 214.22 FEET, THROUGH A CENTRAL ANGLE OF 27'56'26" AND BEING SUBTENDED BY A CHORD OF 103.43 FEET AT A BEARING OF N71'10'54"W, FOR AN ARC LENGTH OF 104.47 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.88 FEET, AT A BEARING OF S05'35'05"W THEREFROM, THROUGH A CENTRAL ANGLE OF 49'55'53" AND BEING SUBTENDED BY A CHORD OF 42.95 FEET AT A BEARING OF S7937'08"W, FOR AN ARC LENGTH OF 44.34 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 155.35 FEET, AT A BEARING OF N43'17'42"W THEREFROM, THROUGH A CENTRAL ANGLE OF 64'46'17" AND BEING SUBTENDED BY A CHORD OF 166.41 FEET AT A BEARING OF S79'05'27"W, FOR AN ARC LENGTH OF 175.61 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 52.65 FEET, THROUGH A CENTRAL ANGLE OF 44'41'17" AND BEING SUBTENDED BY A CHORD OF 40.03 FEET AT A BEARING OF N46'10'47"W, FOR AN ARC LENGTH OF 41.06 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 43.00 FEET, THROUGH A CENTRAL ANGLE OF 66'41'09" AND BEING SUBTENDED BY A CHORD OF 47.27 FEET AT A BEARING OF N57'10'43"W, FOR AN ARC LENGTH OF 50.05 FEET; THENCE RUN S89'33'28"W FOR A DISTANCE OF 185.48 FEET; THENCE RUN S00'29'56"E FOR A DISTANCE OF 22.52 FEET; THENCE RUN S30'23'51 "W FOR A DISTANCE OF 24.71 FEET; THENCE RUN S65'20'21"W FOR A DISTANCE OF 59.88 FEET; THENCE RUN N79'13'24"W FOR A DISTANCE OF 47.16 FEET; THENCE RUN S69'39'07"W FOR A DISTANCE OF 76.08 FEET; THENCE RUN S77'25'16"W FOR A DISTANCE OF 77.61 FEET; THENCE RUN N86'34'08"W FOR A DISTANCE OF 36.83 FEET; THENCE RUN N69'14'10"W FOR A DISTANCE OF 32.78 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 46.94 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 11'00'24" AND BEING SUBTENDED BY A CHORD OF 23.02 FEET AT A BEARING OF S83'10'24"W, FOR AN ARC LENGTH OF 23.05 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 542.06 FEET, AT A BEARING OF S08'06'49"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'54'40" AND BEING SUBTENDED BY A CHORD OF 93.65 FEET AT A BEARING OF S76'55'52"W, FOR AN ARC LENGTH OF 93.77 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, AT A BEARING OF N19'43'47"W THEREFROM, THROUGH A CENTRAL ANGLE OF 07'23'59" AND BEING SUBTENDED BY A CHORD OF 15.49 FEET AT A BEARING OF S73'58'13"W, FOR AN ARC LENGTH OF 15.50 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 633.48 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 21'47'12" AND BEING SUBTENDED BY A CHORD OF 26.46 FEET AT A BEARING OF S88'33'48"W, FOR AN ARC LENGTH OF 26.62 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 242.08 FEET; THENCE RUN S63'50'35"W FOR A DISTANCE OF 105.72 FEET; THENCE RUN S53'26'00"W FOR A DISTANCE OF 22.75 FEET; THENCE RUN N55'15'12"W FOR A DISTANCE OF 106.68 FEET; THENCE RUN N45'28'07"W FOR A DISTANCE OF 39.52 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 399.42 FEET, AT A BEARING OF N48'07'24"W THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'44" AND BEING SUBTENDED BY A CHORD OF 117.70 FEET AT A BEARING OF N33'24'14"E, FOR AN ARC LENGTH OF 118.13 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 3855.60 FEET, THROUGH A CENTRAL ANGLE OF 01'18'19" AND BEING SUBTENDED BY A CHORD OF 87.84 FEET AT A BEARING OF N24'16'42"E, FOR AN ARC LENGTH OF 87.84 FEET; THENCE RUN N28'56'05"E FOR A DISTANCE OF 24.08 FEET; THENCE RUN N59'52'05"W FOR A DISTANCE OF 16.74 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 132.52 FEET, AT A BEARING OF N58'18'58"W THEREFROM, THROUGH A CENTRAL ANGLE OF 69'03'49" AND BEING SUBTENDED BY A CHORD OF 150.24 FEET AT A BEARING OF NO2'50'53"W, FOR AN ARC LENGTH OF 159.74 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, AT A BEARING OF N52'51'14"E THEREFROM, THROUGH A CENTRAL ANGLE OF 103'08'09" AND BEING SUBTENDED BY A CHORD OF 39.17 FEET AT A BEARING OF S88'42'50"E, FOR AN ARC LENGTH OF 45.00 FEET; THENCE RUN N41'40'21 "E FOR A DISTANCE OF 33.12 FEET; THENCE RUN N47'08'59"E FOR A DISTANCE OF 48.64 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1256.70 FEET, AT A BEARING OF S28'09'43"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'17'39" AND BEING SUBTENDED BY A CHORD OF 203.63 * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING NO. BEN 7 21 •• Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-1654 SHEET 4 OF SHEET Phone: (239) 254-2000 PROJECT 009 SEC-TWN-RGe mm;" Florida Certificate of FIDDLER'S CREEK CDD TRANSFERS e No. 1 FILE NAME HOLE MONTES Authorization No.1772 13, 14, 24-51-26 ENMEEASIL DSWEAf6XnELTsINNERSISURVE/OFs 21009 swap 01.dwg H:\820O\S-Survey\Projects By Name Of Locotion\FIDDLERS\2021009 Cdd Revisions\21009 Swap 01.dwg 911512021 2:46:53 PM Plotted by: Tom Murphy FEET AT A BEARING OF N66'29'07"E, FOR AN ARC LENGTH OF 203.86 FEET; THENCE RUN S00'25'58"E FOR A DISTANCE OF 295.91 FEET; THENCE RUN N89.33'44"E FOR A DISTANCE OF 33.81 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 43.19'39" AND BEING SUBTENDED BY A CHORD OF 110.75 FEET AT A BEARING OF N67'53'55"E, FOR AN ARC LENGTH OF 113.43 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 65'24'33" AND BEING SUBTENDED BY A CHORD OF 216.12 FEET AT A BEARING OF N78'56'22"E, FOR AN ARC LENGTH OF 228.32 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 475.00 FEET, THROUGH A CENTRAL ANGLE OF 62'10'05" AND BEING SUBTENDED BY A CHORD OF 490.48 FEET AT A BEARING OF N80'33'36"E, FOR AN ARC LENGTH OF 515.39 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 247.67 FEET, AT A BEARING OF S40'28'24"E THEREFROM, THROUGH A CENTRAL ANGLE OF 10'41'47" AND BEING SUBTENDED BY A CHORD OF 46.17 FEET AT A BEARING OF N54'52'29"E, FOR AN ARC LENGTH OF 46.24 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 250.00 FEET, AT A BEARING OF S29'49'39"E THEREFROM, THROUGH A CENTRAL ANGLE OF 24'03'36" AND BEING SUBTENDED BY A CHORD OF 104.21 FEET AT A BEARING OF N72'12'10"E, FOR AN ARC LENGTH OF 104.98 FEET; THENCE RUN N84'13'58"E FOR A DISTANCE OF 169.90 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 700.00 FEET, THROUGH A CENTRAL ANGLE OF 13'28'58" AND BEING SUBTENDED BY A CHORD OF 164.34 FEET AT A BEARING OF N77'29'29"E, FOR AN ARC LENGTH OF 164.72 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 48'41'47" AND BEING SUBTENDED BY A CHORD OF 164.91 FEET AT A BEARING OF N46'24'06"E, FOR AN ARC LENGTH OF 169.98 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'20'20" AND BEING SUBTENDED BY A CHORD OF 113.77 FEET AT A BEARING OF N56'43'22"E, FOR AN ARC LENGTH OF 121.02 FEET; THENCE RUN S88'36'28"E FOR A DISTANCE OF 125.93 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37" AND BEING SUBTENDED BY A CHORD OF 262.39 FEET AT A BEARING OF S58.18'09"E, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN S27'59'51 "E FOR A DISTANCE OF 47.49 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 4656'36" AND BEING SUBTENDED BY A CHORD OF 398.30 FEET AT A BEARING OF S51'28'09"E, FOR AN ARC LENGTH OF 409.66 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 550.00 FEET, THROUGH A CENTRAL ANGLE OF 13'06'41" AND BEING SUBTENDED BY A CHORD OF 125.58 FEET AT A BEARING OF S68'23'07"E, FOR AN ARC LENGTH OF 125.86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 54'47'04" AND BEING SUBTENDED BY A CHORD OF 92.02 FEET AT A BEARING OF S34'26'15"E, FOR AN ARC LENGTH OF 95.62 FEET; THENCE RUN S07'02'43"E FOR A DISTANCE OF 40.73 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 80'16'50" AND BEING SUBTENDED BY A CHORD OF 12.89 FEET AT A BEARING OF S47'11'08"E, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN S87'19'33"E FOR A DISTANCE OF 86.72 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 38'03'09" AND BEING SUBTENDED BY A CHORD OF 163.00 FEET AT A BEARING OF S68.17'59"E, FOR AN ARC LENGTH OF 166.04 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 71'28'36" AND BEING SUBTENDED BY A CHORD OF 157.70 FEET AT A BEARING OF S85'00'42"E, FOR AN ARC LENGTH OF 168.41 FEET; THENCE RUN N59'15'00"E FOR A DISTANCE OF 59.92 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 137.00 FEET, THROUGH A CENTRAL ANGLE OF 112'5512" AND BEING SUBTENDED BY A CHORD OF 228.38 FEET AT A BEARING OF S64'17'24"E, FOR AN ARC LENGTH OF 270.00 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 61'29'33" AND BEING SUBTENDED BY A CHORD OF 153.37 FEET AT A BEARING OF S38'34'34"E, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 16'27'34" AND BEING SUBTENDED BY A CHORD OF 85.89 FEET AT A BEARING OF S77'33'08"E, FOR AN ARC LENGTH OF 86.18 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41" AND BEING SUBTENDED BY A CHORD OF 82.46 FEET AT A BEARING OF S73'53'04"E, FOR AN ARC LENGTH OF 83.06 FEET; THENCE RUN S61'59'14"E FOR A DISTANCE OF 667.71 FEET; THENCE RUN N28'00'46"E FOR A DISTANCE OF 219.00 FEET; THENCE RUN S84'17'11"E FOR A DISTANCE OF 48.52 FEET; THENCE RUN N05'42'49"E FOR A DISTANCE OF 66.04 FEET; THENCE RUN S85'06'03"E FOR A DISTANCE OF 687.38 FEET; THENCE RUN S88'46'54"E FOR A DISTANCE OF 66.20 FEET; THENCE RUN S77'41'47"E FOR A DISTANCE OF 68.11 FEET; THENCE RUN S84'48'34"E FOR A DISTANCE OF 8.27 FEET; THENCE RUN SOO'00'00"E FOR A DISTANCE OF 425.87 FEET, TO THE POINT OF BEGINNING. CONTAINING 1523482.59 SQUARE FEET OR 34.97 ACRES, MORE OR LESS. BEARINGS REFER TO THE SOUTH LINE OF SECTION 13, AS BEING N88'58'58"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 DN: cn=Tom M by Tom Murphy y_ l� ou cn=Tom Murphy, o=HoleMontesg.com, Inc., ou,email=[ommurphy@hmeng.com, c=US BY Dale: 2021.09.15 14:54:13 -04'00' LS5628 THOMAS M. MURPHY STATE OF FLORIDA * NOT A SURVEY * ,01u IIE °nn,i c°��.`e�se • iV4,�j6.Ay • 5628 P 3 o STATE OF Q s • , FLORIDA f�aQ %�%••........... •� �a DRAWN BY: DATE: 950 Encore Way DRAWING NO. BEN 7 21 •• Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-1654 SHEET 5 OF SHEET Phone: (239) 254-2000 PROJECT 009 SEC-TWN-RGE mm;" Florida Certificate of FIDDLER'S CREEK CDD TRANSFERS e No. 1 FILE NAME HOLE MONTES Authorization No.1772 13, 14, 24-51-26 ENMEERSI vDsrrrEAKHi¢clINNNEasisuurEraas 21009 swap 01.dwg Exhibit "C-2" Expansion Land Area 2 H:\8200\S-Survey\Projects By Nome Of Location\FIDDLERS\2021009 Cod Revisions\21009 Swap 02.dwg 81412021 8:09:47 AM Plotted by: Ben Nowell CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 129.96' 9°12'36" 20.87' S 13°31'54" W 20.89' C2 120.01' 51°20'00" 103.96' S 34°34'10" W 107.52' C3 70.00' 89°54'50" 98.92' S 44°34'49" W 109.85' C4 129.96' 71°20'43" 151.58' S 53°48'34" W 161.83' LINE BEARING DISTANCE L1 N 88°58'58" W 215.53' L2 N 01 °05' 16" E 47.03' L3 S 89°56'43" W 65.73' L4 N 00°00'00" W 487.10' L5 I S 84°48'34" E 231.15' L6 S 00°00'58" W 124.63' L7 S 83*02'18" E 115.87' L8 S 00°22'35" E 108.39' L9 S 89°28'55" W 25.42' L5 L7 2 C. FROM FUTURE DEV — TO CDD 2 L9 N 0 100 200 1" = 200' POINT OF COMMENCEMENT S.E. COR. SEC. 13-51-26 POINT OF COMMENCEMENT G� SOUTH LINE SECTION 13-51-26 _ L1 (BASIS OF BEARING) L3— SJ POINT OF \� �� BEGINNING LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTIONS 13 AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN N88°58'58"W ALONG THE SOUTH LINE OF SAID SECTION 13 FOR A DISTANCE OF 215.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED, THE SAME BEING THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 129.96 FEET, AT A BEARING OF S71°51'48"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09°12'36" AND BEING SUBTENDED BY A CHORD OF 20.87 FEET AT A BEARING OF S13°31'54"W, FOR AN ARC LENGTH OF 20.89 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.01 FEET, AT A BEARING OF N81°05'50"W THEREFROM, THROUGH A CENTRAL ANGLE OF 51°20'00" AND BEING SUBTENDED BY A CHORD OF 103.96 FEET AT A BEARING OF S34°34'10"W, FOR AN ARC LENGTH OF 107.52 FEET; THENCE RUN N01°05'16"E FOR A DISTANCE OF 47.03 FEET; THENCE RUN S89°56'43"W FOR A DISTANCE OF 65.73 FEET; THENCE RUN N00°00'00"W FOR A DISTANCE OF 487.10 FEET; THENCE RUN S84°48'34"E FOR A DISTANCE OF 231.15 FEET; THENCE RUN S00°00'58"W FOR A DISTANCE OF 124.63 FEET; THENCE RUN S83°02'18"E FOR A DISTANCE OF 115.87 FEET; THENCE RUN S00°22'35"E FOR A DISTANCE OF 108.39 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 89°54'50" AND BEING SUBTENDED BY A CHORD OF 98.92 FEET AT A BEARING OF S44°34'49"W, FOR AN ARC LENGTH OF 109.85 FEET; THENCE RUN S89°28'55"W FOR A DISTANCE OF 25.42 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 129.96 FEET, THROUGH A CENTRAL ANGLE OF 71°20'43" AND BEING SUBTENDED BY A CHORD OF 151.58 FEET AT A BEARING OF S53°48'34"W, FOR AN ARC LENGTH OF 161.83 FEET. TO THE POINT OF BEGINNING. CONTAINING 118837.59 SQUARE FEET OR 2.73 ACRES, MORE OR LESS. BEARINGS REFER TO THE SOUTH LINE OF SECTION 13, AS BEING N88°58'58"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY Digitally signed by Tom Murphy A, A Dm: cn-Tom Mu rphy, o-Hole Montes Inc, ou, ail=tommu rphy@.h meng.com, c=U5 Date: 2021.09.10 08:54:07-04'00' THOMAS M. MURPHY LS5628 STATE OF FLORIDA * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way BEN 121 ININ Naples, FL. 34110 SHEET # OF SHEET Phone: (239) 254-2000 1 1 ,```p�ppu11nuuq,,'. .�� se..NU�6. 5628 � • �''� o STATE OF Q s , FLORIDA ,r�Q �n,nnuu�au SKETCH AND LEGAL DESCRIPTION EC-TWN-RCE: Florida Certificate of FIDDLER'S CREEK CDD TRANSFERS — N0. 2 13, 24-c1-99 Iw"pI�LLW0.SEEAMIIECTSIRNNEPRIE N Authorization No.1772 DRAWING NO. u-1F 21009 Exhibit "W' Map of Expansion Land relsvx��vas+anvWx+c»arsVloas�a rJaa aa,.,,u� sree�s,:nc r,e: cao t— �,r. wv 11• 2W' • •r "IL OLDER 8 @ - y�% E- 1 m n m707Afir > cn: : c= ss m c��m y��, 'any¢"$ [� v --. .. s� -L:• 'r:� 01. MM _ � � � pia �• t - ,;�"_,: 'I- x C L] � •� � G Cn m p 1 I - ;Irrmr 2 cNry r _ I fff �:r:'r�.•. ... -` ,i G7 . 0�n�� rmI u n'�i � a o-•e Z7 .r4:jX':}; y4 I I L. f17 Q! m •.:�i:�r I ! 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N C 'zm�m Z� m 0m on 00 rrl m m GCNk r ❑°v ❑�c�D�❑ �n C� N IQ 0N7 CC o9mm CC ❑c m00Q0 aM C C7 I r D7J C7Z_ �z_{ N—(M mm frl �m 0� -�i-C Z3 p� t7� D C7Z m C C K C yC >c Z"o � m p p Ca mC z �z -z -< + Q i7 zC ❑m I r� r� r❑ r❑ I�TI ;',.;. .+ I 4V y m m Q C m Q m m m m m C ❑ z z p v m -0 C C C m m �m am m ' O 0 �z �7 m .i m m � 9 m z r m m z - m PO O tri . ••I xui yp af�1 > moo��C '�l O�i — N v O sx m w +n m 61 -M > z v N Off+ 1'. . • av + I a�z m I ' � oem a� D�VmvvV Yx w: .W?l Gm\ft,nNm \21m_= u A ExMM _ajokLpz Teee CCA1 E1 3 Wv 17. 2Ov1 - 1pt�i makm yr vw --------------- V. t111 �-.. �� ❑ } h ` I % V Ifs � ,,r. -rr -- � r f I •� . 1 - 1- 1 C,) cn ��1 ,+ �- ,` i`n `,fir _ - �1 1, -^{�+ `."'ram , , I��.• !I I + r ` � _ 1 _ � ��/ r" ram, �ti` 7 's,ti :S• ri � , +I I$'- 4- - -� r � t -1 �.1.1 � - _ � �I - + FANNY 8AY I • I I •. t. r I l I. E ps la- r $ NT Itjo 4 +r 4z - h7 z 1 m z y z ~ s9•, , ,r _ i �. D jnm . r- z a ro 1� •= f s it r ag • j �i. ;gRa�:3 Q rn :r1 k L) �o s p r=? ss rn ~ - -A-` Yss"N�4 j"�� z m "�-atiV s �sm C7 .r rTy -v o lia 3 :qq _ -23 � C fl: ;<« a �; .�. +�+ � �.. ' + "�• : � a - �' .: � �;,�; Q0 ^�q 7 q3: 0 2 �!. ' : F ..ti:'Sk+��'•:3 ":�. 7r� G �"'. 141 ill _ � • � . - •� ...- . -1.� Y _ CSC ` _ m-- Z I, ,< m 3 Z i m gg o [[ ❑ `n 0 -n Q Tr ❑ -n -n ❑ . g � O fl lu m v 0-n �„ C7n �n m 040 �� C�z nz -46 m �ao�=❑ av N N K jrmb N m CJ CS 0 aJ �.T� WC 0 2CC�OCCI ❑ (n m h0m m Q 00 ❑ ❑Q C ❑ m ZZr +0 -v Qa C ��H2 z �0 WOD c c m� c z r m a QC ❑m m �oo��cr. o m m <0 m0 0 mM MM mrn trim +m m m A m nz �Amow��arn 0� Om Q C r- r ❑ ❑ a m ~ o o �Z �� T m m o m m z z op ❑) 2 m z Exhibit "E" Metes and Bounds Legal Description of the Existing External Boundaries LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 28 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; . BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF SAID SECTION 13. RUN S89'55'46'E FOR A DISTANCE OF 4688.27 FEET, TO A POINT 014 THE -SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41 (TAMIAMI TRAIL), A 200' WIDE RIGHT-OF-WAY; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN SW21'29"E FOR A DISTANCE OF 3793.56 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S35'39'17'W FOR A DISTANCE OF ID7,40 FEET, TO A POINT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350,00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03", AND BEING SUBTENDED BY A CHORD OF 383.13 FEET, AT A BEARING OF S12'43'35'E, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110-27-50", AND BEING SUBTENDED BY A CHORD OF 246,44 FEET, AT A BEARING OF S34'46'28'E, FOR AN ARC LENGTH OF 289.19 FEET, THENCE RUN N89'59'37`E FOR A DISTANCE OF 58.44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20,00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N63'44'28'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34', AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF N44'59'37'E, FOR AN ARC LENGTH OF 2C89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 5T30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N26'14'45"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN 1489'59'37"E FOR A DISTANCE OF 1GO.00 FEET, TO A POINT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20,00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17 AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S26'15'32'E, FOR AN ARC LENGTH OF 18,33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34', AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF S45'00'23'E, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAYING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'11', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S63'45'1I"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN S00'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37"E FOR X DISTANCE OF 113,70 FEET; THENCE RUN SOO'00'23'E FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 29'39'13', AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF SIV49'13iV, FOR AN ARC LENGTH OF 165,62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS DF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18'36'36, AND BEING SUBTENDED BY A CHORD OF 384,82 FEET, AT A BEARING OF S38'57'Oa V, FOR AN ARC LENGTH OF 386.52 FEET, TO A POINT OF NON -TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38", AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF S44'45'59'E, FOR AN ARC LENGTH OF 46.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18'38'25', AND BEING SUBTENDED BY A CHORD OF 20.27 FEET, AT A BEARING OF S24'15'23'E, FOR AN ARC LENGTH OF 20.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE. OF 61'46'37 AND BEING SUBTENDED BY A CHORD OF 46,20 FEET, AT A BEARING OF SOT41'17'E, FOR AN ARC LENGTH OF 48.52 FEET; THENCE RUN S28'12'02'W FOR A DISTANCE OF 70.46 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 26'33'16', AND BEING SUBTENDED BY A CHORD OF 137.80 FEET, AT A BEARING OF S14'55'24'V7, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL. REVERSE CURVATURE, THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74'19'47-, AND BEING SUBTENDED BY A CHORD OF 362.47 FEET, AT A BEARING OF S38'48'40'VT, FOR AN ARC LENGTH OF 389.19 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300,00 FEET, THROUGH A CENTRAL ANGLE OF 85'58'55', AND BEING SUBTENDED BY A CHORD OF 409.13 FEET, AT A BEARING OF S3T59'061V, FOR AN ARC LENGTH OF 450.20 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45,00 FEET, THROUGH A CENTRAL ANGLE. OF 111'49'56', AND BEING SUBTENDEO BY A CHORD OF 74.54 FEET, AT A BEARING OF S45'54'37'V7, FOR AN ARC LENGTH OF 87.83 FEET, THENCE RUN N78'10'25W FOR A DISTANCE OF 19C68 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 118'41'28', AND BEING SUBTENDED BY A CHORD OF 76.61 FEET, AT A BEARING OF N19'49'41'W, FOR AN ARC LENGTH OF 91.65 FEET; THENCE RUN N36'31'03'E FOR A DISTANCE OF 111,08 FEET; THENCE RUN 1,151'28'571Y FOR A DISTANCE OF 105.27 FEET, TO A POINT OF NON-TANGENTLAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75'57'07', AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A BEARING OF S78'42'20'W, FOR AN ARC LENGTH OF 483.85 FEET, TO A POINT OF NON -TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107'40'34, AND BEING SUBTENDED BY A CHORD OF 72.66 FEET, AT A BEARING OF SI6'S8'44"W, FOR AN ARC LENGTH OF 84,57 FEET, TO A POINT OF ON -TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 74'43'05', AND BEING SUBTENDEO BY A CHORD OF 315.54 FEET, AT A BEARING OF S33'46'55'W, FOR AN ARC LENGTH OF 339.06 FEET; THENCE RUN S03'34'37"E FOR A DISTANCE OF 87.88 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47", AND BEING SUBTENDED BY A CHORD OF 330.79 FEET, AT A BEARING OF S43'44'16"W, FOR AN ARC LENGTH OF 321.61 FEET; THENCE RUN N88'56'50"W FOR A DISTANCE OF 322.37 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 18'35't0", AND BEING SUBTENDED BY A CHORD OF 92.05 FEET, AT A BEARING OF N79'39'15'W, FOR AN ARC LENGTH OF 92,45 FEET; THENCE. RUN Nff56'39'Vf FOR A DISTANCE OF 664.33 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 42'5213', AND BEING SUBTENDEO BY A CHORD OF 58.47 FEET, AT A BEARING OF S69'37'15'W. FOR AN ARC LENGTH OF 59,86 FEET, TO A POINT OF C014POUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 9411'25', AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING OF NBC43'04"W, -FOR AN ARC LENGTH OF 133.49 FEET; mm or; un,c. 950 Encore Way D,c1YAH6 0, R.A,K, 9 7 16 Noplaa, FL, 34f;0 — 3 B-2 S ET 1 OF SN 5 Phono: �2as) 2ss—z000 LEGAL DESCRIPTION FR Ecr No. HOLE MONTES Flort o Certificate of 1998070 SEC-1flTt-RGE: ncauu nu+rtu rxrroa Authorization No,1772 COMMUNITY DEVELOPMENT DISTRICT 2Flu NAue 1Lf3,i4-SIS-16E k 18-519-i7E EXHIBIT E ' (CONTINUED FROM SHEET 1 OF 5) THENCE RUN S0"47'071Y FOR A DISTANCE OF 126.86 FEET; THENCE RUN N7T46'12'W FOR A DISTANCE OF 78.84 FFET; THENCE RUN N8B'51'531Y FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'391V FOR A DISTANCE OF 685:72 FEET; THENCE RUN S05'42'49 W FOR A DISTANCE OF 66.04 FEET; THEI4CE RUN NB4'17'il-W FOR A DISTANCE OF Q,52 FEET; THENCE RUN S28'00'46W FOR A DISTANCE OF 219.00 FEET; THENCE RUN N61'59'14'Yl FOR A DISTANCE OF 66731 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41', AND BEING SUBTENDED BY A CHORD OF 82,46 FEET, AT A BEARING OF N73'53'04`W, FOR AN ARC LENGTH OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF i6'27'34', AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING OF N7733'0814, FOR AN ARC LENGTH OF 86.18 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 61'29'33', AND BEING SUBTENDED BY A CHORD OF 163.37 FEET, AT A BEARING OF 1,138'304'W, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 137.DO FEET, THROUGH A CENTRAL ANGLE OF 112'55'12% AND BEING SUBTENOED BY A CHORD OF 228.38 FEET, AT A BEARING OF N64'17'24W, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN S59'15'OD'W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 71'28'36", AND BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING OF H85'00'42W, FOR AN ARC LENGTH OF 168.41 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 38'03'09", AND BEING SUBTENDED BY A CHORD OF 163.00 FEET, AT A BEARING OF N68'17'59'W, FOR AN ARC LENGTH OF 166.04 FEET; THENCE RUN H87*19'33 W FOR A DISTANCE OF 86,72 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF BV16'60', AND BEING SUBTENDED BY A CHORD OF 12.89 FEET, AT A BEARING OF N4711'081Y, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN NOT02'431V FOR A DISTANCE OF 40.73 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100,00 FEET, THROUGH A CENTRAL ANGLE OF 54'47'04', AND BEING SUBTENDED BY A CHORD OF 92.02 FEET, AT A BEARING OF N34'205V1, FOR AN ARC LENGTH OF 95.62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550.00 FEET, THROUGH A CENTRAL. ANGLE OF IN06'41', AND BEING SUBTENDED BY A CHORD OF 125.5E FEET, AT A BEARING OF N6B'2SD7 W, FOR AN ARC LENGTH OF 125.86 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 4656'36", AND BEING SUBTENDED BY A CHORD OF 398.30 FEET, AT A BEARING OF N51'28'09'W, FOR AN ARC LENGTH OF 409.66 FELT; THE14CE RUN N27'59'51'W FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37", AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A BEARING OF N58'18'09'W, FOR AN ARC LENGTH OF 275,04 FEET; THENCE RUN N88'36'28 W FOR A DISTANCE OF 125.93 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'20'20', AND BEING SUBTENOEO BY A CHORD OF 113.77 FEET, AT A BEARING OF S56'43'22'W, FOR AN ARC LENGTH OF 121.02 FEET, 70 A POINT OF TANGENTIAL. REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 48'41'47', AND BEING SUBTENDED BY A CHORD OF 164.91 FEET, AT A BEARING OF S46'24'06"W, FOR AN ARC LENGTH OF 169.98 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 700.00 FELT, THROUGH A CENTRAL ANGLE OF 13'28'56', AND BEING SUBTENDED BY A CHORD OF 164.34 FEET, AT A BEARING OF S77 29'291V, FOR AN ARC LENGTH OF 164,72 FEET; THENCE RUN S84'13'58VI FOR A DISTANCE OF 169.90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250,0D FEET, THROUGH A CENTRAL ANGLE OF 34'43'19', AND BEING SUBTENDED BY A CHORD OF 149.20 FEET, AT A BEARING OF S66'52'181V, FOR AN ARC LENGTH OF 15l.50 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATUREI THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475.00 FEET, THROUGH A CENTRAL ANGLE OF 62'08'00', AND BEING SUBTENDED BY A CHORD OF 490.23 FEET, AT A BEARING OF S81734391V, FOR AN ARC LENGTH OF 515,11 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 6524`33", AND BEING SUBTENDED BY A CHORD OF 216.12 FEET, AT A BEARING OF S78'56'22"W, FOR AN ARC LENGTH OF 228.32 FEET, TO A P0114T OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 43'19'39', AND BEING SUBTENDED BY A CHORD OF 110.75 FEET, AT A BEARING OF S6753'55'Y1, FOR AN ARC LENGTH OF 113.43 FEET; THENCE RUN SB9'33'44"N FOR A DISTANCE OF 33.81 FELT; THENCE RUN NOO'25'58'W FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N26'57'22'W FOR A DISTANCE OF 100,00 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 15'24'01% AND BEING SUBTENDEO BY A CHORD OF 190.23 FEET, AT A WRING OF S70'44'391V, FOR AN ARC LENGTH OF 190.81 FEET, TO A POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAID EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, RUN NOD'25'371V FOR A DISTANCE OF 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE ALONG THE SOUTH LANE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14, RUN N88'20'431V FOR A DISTANCE OF 693.91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAIO SECTION 14; THENCE LEAVING SAID SECTION LINE, RUN N52'51'27"W FOR A DISTANCE OF 171.83 FELT; THENCE RUN S3708'33 W FOR A DISTANCE OF 122,51 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14,' RUN NBB'20'43'W FOR A DISTANCE OF 2557.48 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN N00'02'07'E FOR A DISTANCE OF 1389,87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN N88'05'431V FOR A DISTANCE OF 590.35 FEET; THENCE RUN N01'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274.00 FEET; THENCE RUN SBB'09'46'E FOR A DISTANCE OF 1374,52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 11 AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN N01'13'54'E FOR A DISTANCE OF 1860.10 FEET; THENCE LEAVING SAID QUARTER LINE, RUN SBB'46'12'E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 3TO5'11', AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF N17'05'16'E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE RUN N3537'51'E FOR A DISTANCE OF 214.87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT—OF—WAY LINE OF U.S. 41; 'R,A.K. 1 7 16 applosCnoora no N, FL. 3411 LEGAL DESCRIPTION slaw Phone. (239) 254-2000 G1 I'' 4 SIC^TAN-RGE: S HOLE MONTES Florida CarNNoole of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NW &07O u.i.u_vs_oaok:a^sa_��r ow`cvi"u""is,^E'M. Aulhorizallon No,1772 rmt mt t (CONTINUED FROM SHEET 2 OF 5) ti T14ENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54-21.53-E FOR A DISTANCE OF 807.97 FEET, TO AN 114TERSECTION WITH THE EAST LINE OF THE NORTHEAST OUARTER OF SAID SECTION 11; THENCE ALONG SAID OUARTER LINE, RUN S01'00'06'W FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HERE114 DESCRIBED; CONTAINING 1,070.640 ACRES, LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10,906 ACRES, MORE OR LESS, TOTAL DESCRIBED AREA - 1,059,734 ACRES, HOLE MONTES, INC. CERTIFICATE OF AUTHOR12ATIO14 NUt.TBER LB 1772 . 8Y _ -� ----...�5,(4, 16218 JOHN J. HILTONl STATE OF FLORIOA unnnn_ap.,,.� fin¢: 950 Encore Wa - --- ORABHC No, SHCFRl H7 /6-, Naples, Fl. 3d110 -7366-2 3 5 Phone: ((239) 254-2010 LEGAL DESCRIPTION PRO, cT �' o— SEC-TMI-RCE: HOLE MONTFS Florldo CorlIM . of 1998070 IIA3,I4-•SIS-26E k 18-51S-27E "meuanH,+E�t suntvoas Aulhorizallon No,t772 COMMUNITY DEVELOPMENT DISTRICT 2 ME Wit CUB 1t4n xtollrrare•mintatls-wmritr�,krb er x�. or t a�tnooltxs�tcrsslox mol coot r,,lmisIsa mXccox Rot 61 MCI m t 1t 1t j In z m rn rn r 1 m A A \-------_.-__-----_-__ / 1 cn _. 04 V) nfniL: W z 0 j:ECu N�fn M P A A N F $� Yam(^ m fY 1 Ui (A cn fm) rnfn� � W V ------jr'��`-- ----. ---------------RANGE 26--------- ` I� RANCE 27 , I !'1 rn m r/ / c I / rn I / / O If L)f � O j Np DRAWN In: R.A.K. DAM' 9 7 1 BAHM 950 Encore Woy Napfea, FL. 34110 SKETCH OF LEGAL DESCRIPTION OPANIV6 s-73e's-2 $NO 4 5 Phonot (239) 254-2000 R Ecr No, 070 SEC-mlt-M. HOLE MONTES Flor2 Cortlfloale of COMMUNITY DEVELOPMENT DISTRICT 2 'ALE AWE 11 13,N-515-26E k 18-515-2TE CKrt(K$KAWNP01M Authorizollon No.177z W02 SKOJtrd`idrt Ilkn•dole\IElM7b-m19a141s•suwj\RofeU1 4 lbmf at LaotbAVIIAM�Jpm7aR ooI C00! AMda6'�G'tldlfr�MD} R.dsFn 5116C62 W-9,41.01fr 9/7/:016 ION H7 Wild !r 1Scww4ff, CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH CI 350.00 66'22'03' 383,13 S1743'35'E 405.42 02 150.00 110'27'50' 248.44 S34'48'28'E 269.19 C3 20,00 5730'17' 17.69 NBT44'28'E 18.33 G 95,00 150D'34' 24.82 N44'59'37'E 24,89 CS 20.00 573017' 17.69 N26'14'45E 1B,33 C6 20.00 WWI7' 17.69 S26'15'32E 18.33 C7 95.60 1500'34' 24.82 S45'OO'23'E 24.89 Ce 20.00 5730'11' 17.69 S63'45'1I1E 16.33 C9 320.00 2919'13' 163.77 SIV49'13 W 185,62 CiO 1190,DD 18'38W 384,82 S38'57'08w 386.52 CIi 45.00 59'39'38' 44.77 S44'45'S9'E 46,88 C12 62,68 18'38'25' 20.27 S24'1S'23'E 20.38 013 45.00 61'48'37' 0.20 $02'41'17'E 48.52 C14 300,00 2633'16' 137.80 S1965'24w 139.04 015 300.00 74'19'47' 362.47 S38'48'40w 389.19 C16 30O.OD MOW 409.13 S3759'D8w 450.20 C17 46.00 111'49'56' 74.64 S45'64'37w 87.83 C18 45.00 116'41'26' 76.61 Nl9'49'4114 91.65 CIO 385.00 7567'07' 449.10 S78'42'20w 483,55 C20 45.00 10740'34' 72.68 S1658'44w 84.57 C21 280.00 74'43'05' 315,54 S33'48'65w 330.06 C22 225,00 94'37'47' 330,19 S43'44'i6w 371.61 C23 MOD 18'35'10' 02.05 N79i'39'tSw 92,45 UNE TABLE UNE DIRECTION L04M Li gW39'17'W 107.40 L2 N89'59'371 58.44 L3 N89'S9'37'E 100.00 L4 S00'OO'23'E 130,00 L5 N89'59'31E 113.78 L6 S00'OO'23'E 150.38 L7 S21;12'02w 70,48 LB N78'1O'25w 194.68 L9 N38'31'D3'E 111,08 L10 N51'28'67w 105,27 L11 SOTJ4'37'E 87.88 Li 2 N88'56'50w 322.37 L13 N88'56'39'W 564.33 DRllW ll.* R.A.K. DA : a r t5 950 Enoore WOy Naples, FL. 34110 Phona; (239) 254-2000998070SEC->Ktt-RCHOLE MONTES Florida Cortilloolo of11,1314-515-aaE LINE AND CURVE TABLES COMMUNITY DEVELOPMENT DISTRICT 2 ORIMNc . - 3s -2 SHEET 5 Ej 8 L"2' IC KWEtS iWkWa Authorization No.1772 us LINE TABLE UNE DIRECTION L1710T1i L14 SO4'47'07w 128.86 L15 N7T4b'12w 76.64 Lib N8B'51'S3w 85.84 L17 N84'45'39w 685.72 L18 S0542'49w 86.04 L19 N84'17'11w 48.52 L20 528'00'481V 219.00 l21 N61'S9'141V 687,71 L22 559'15'OOw 5A.92 L2J N8T19'33w 85.72 L24 NOT02'43w 40,73 L25 N2T59'S1w 47.49 do N88'J8'28w 12b.9J CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LE1K;fH C24 80,00 4752'13' S8.47 $69'J7'15w S9,A8 C25 A1,20 94'11'26' 116.98 NB4'43'04w 133,49 C25 200,00 23'47'41' 82,48 N73'S3'441Y 8J,06 C27 300.00 16'2734' 85.89 N7T33'08w 86.18 C2B 150.06 61'29'33' ib3.37 N38'34'34w 1b0�99 C28 iJ7,00 11765'12' 228.38 N64'17'24w 210,00 C30 135,00 71'28'38' 157.70 N8500'42w 168.41 C31 260,00 38'03'OB' 163.00 N68'17'6B1V 168,04 CJ2 t0.00 80'16'50' 12.89 114T11'OB1V 14.01 CJ3 iD0,00 54'47'04' 92,02 N34'26'151V 95.62 C34 b50,00 13'D6'41' 125,58 N652J'07w 125,86 C35 b00.00 46'56$8' 398,30 N51'28'091V 448.66 C3A 260,00 60'J6'37' 262.39 N58'18'09w 275.04 C37 iD0.00 69'20'20' 113.77 S58'43'221V 12i.02 C38 200.00 48'41'47' 164,91 548'24'08w 169.B8 C39 700.00 13'28'S8' 184.34 S/T29'29w 164.72 C40 250.D0 34'43'19' 149,20 588'S2'1Bw 151.50 C41 475,00 BTOB'00` 490,23 S80'34'J9ti1 515,11 C42 200.00 65'24'33' 218.12 S7B'S6'221Y 228.32 C43 1b0.00 4J'19'39' 110.75 56T53'S5w 113.43 C44 709.89 15'24'Ot' 190.23 S70'44'J9w 190.01 C45 350.00 3T05'11' 222.81 N1T05'18'f 228,55 UNE TABLE UNE DIRECTION LENGTH L27 5B4'13'S8w 169.90 L28 58A'33'44w 33.81 L29 N00'25's6w 2874,12 L30 N25b7'22w 100.00 L31 N00'26'37w 495.65 L32 N88'20'4Jw 693.91 l33 N5751'27w 171.83 L34 SJT08'3Jw 122.51 LJ5 N88'20'43w 2557.40 L38 NDO'02'07'E 1389.87 L37 N88'05'43w 590,35 L38 N01'43'02'E 1483.79 L39 S88'09'55'E 1274.00 UNE TABLE UNE DIRECTION LENGTH L40 S88'09'46E 1374.52 L41 N01' 13'54� I Bb0.10 L42 S88'48'12'E 518.33 L43 N3537'51'E 214,87 L44 S54'21'53� 807,97 L45 SOt'00'081V 3308.81 L48 S88'05'23i 890.28 L47 S00'2b'31'E 887.45 L48 N88'13'02`N' 691.39 L49 N00'20'41w 888,94 Exhibit "B" LEGAL DESCRIPTION; A PARCEL OF LAND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF SAID SECTION 13, RUN S89'55'46'E FOR A DISTANCE OF 4688.27 FEET, TO A POINT ON THE SOUTHERLY RIGHT—OF—WAY LINE OF U.S. 41 (TAMIAMI TRAIL), A 200' WIDE RIGHT—OF-WAY; THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE, RUN S54-21-29"E FOR A DISTANCE OF 3793.58 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT—DF—WAY LINE, RUN S35'39'17'V! FOR A DISTANCE OF 107.40 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03", AND BEING SUBTENDED BY A CHORD OF 383.13 FEET, AT A BEARING OF SIT43'35'E, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110'27'50", AND BEING SUBTENDED BY A CHORD OF 246.44 FEET, AT A BEARING OF S34'46'28'E, FOR AN ARC LENGTH OF 289,19 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 58.44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N63'44'28'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34', AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF N44'59'37'E, FOR AN ARC LENGTH OF 24,89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N2614'45"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 100.00 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S26'15'32'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95,00 FEET, THROUGH A CENTRAL ANGLE OF 15-00-34'. AND BEING SUBTENDEO BY A CHORD OF 24,82 FEET, AT A BEARING OF S45'00'23'E, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'11', AND BEING SUBTENDED BY A CHORD OF 17,69 FEET, AT A BEARING OF S63'45'11'E, FOR AN ARC LENGTH OF 18,33 FEET; THENCE RUN S00'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37'E FOR k DISTANCE OF 113.79 FEET; THENCE RUN S00'00'23'E FOR A DISIANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A GUITRAL ANGLE OF 29'39'13', AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF SlVQ'13'w, FOR AN ARC LENGTH OF 165,62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18'36'36', AND BEING SUBTENDED BY A CHORD OF 384,82 FEET, AT A BEARING OF S38'57'081V, FOR AN ARC LENGTH OF 386,52 FEET, TO A POINT OF NON —TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45,00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38', AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF S44'45'59'E, FOR AN ARC LENGTH OF 46.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 62,58 FEET, THROUGH A CENTRAL ANGLE OF IW38'25% AND BEING SUBTENDED BY A CHORD OF 20,27 FEET, AT A BEARING OF S24'15'23'E, FOR AN ARC LENGTH OF 20.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO T14E RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 61'46'37", AND BEING SUBTENDED BY A CHORD OF 46.20 FEET, AT A BEARING OF SOT41'17"E, FOR AN ARC LENGTH OF 48.52 FEET; THENCE RUN S28'12'02'W FOR A DISTANCE OF 70.46 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300,00 FEET, THROUGH A CENTRAL ANGLE OF 26'33'16', AND BEING SUBTENDED BY A CHORD OF 137.BO FEET, AT A BEARING OF S14'55'24'1V, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74'19'47', AND BEING SUBTENDED BY A CHORD OF 362.47 FEET, AT A BEARING OF S38'48'40YI, FOR AN ARC LENGTH OF 380,19 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300,00 FEET, THROUGH A CENTRAL ANGLE OF 8650'55", AND BEING SUBTENDEQ BY A CHORD OF 409,13 FEET, AT A BEARING OF S32'59'06)V, FOR AN ARC LENGTH OF 450.20 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS DF 45.00 FEET, THROUGH A CENTRAL ANGLE. OF 111'49'56", AND BEING SUBTENDED BY A CHORD OF 74.54 FEET, AT A BEARING OF S45'54'37 W, FOR AN ARC LENGTH OF 87.83 FEET; THENCE RUN N78' 10'25 W FOR A DISTANCE OF 194.68 FEET, TO A POINT OF TANCEIIRAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 116'41'28', AND BEING SUBTENDED BY A CHORD OF 76.61 FEET, AT A BEARING OF N19'49'41"W, FOR AN ARC LENGTH OF 91.65 FEET; THENCE RUN N3v3l'03'E FOR A DISTANCE OF 111.08 FEET; THENCE RUN N51'28'57 W FOR A DISTANCE OF 105.27 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365,00 FEET, THROUGH A CENTRAL ANGLE OF 75'57'07", AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A BEARING OF S78'42'20'W, FOR AN ARC LENGTH OF 483,85 FEET, TO A POINI OF NON —TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107'40'34, ARID BEING SUBTENOED BY A CHORD OF 72.66 FEET, AT A BEARING OF SI6'68'44iV, FOR AN ARC LENGTH OF 84.57 FEET, TO A POINT OF ON—TAI4GENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 26D.OD FEET, THROUGH A CENTRAL ANGLE OF 74'43'05% AND BEING SUBTENDED BY A CHORD OF 315.54 FEET, AT A BEARING OF S33'46'55'1V, FOR AN ARC LENGTH OF 339.06 FEET; THENCE RUN S03'34'37"E FOR A DISTANCE OF 87.88 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47", AND BEING SUBTENDED BY A CHORD OF 330.79 FEET, AT A BEARING OF 543'44'16-W, FOR AN ARC LENGTH OF 371.61 FEET; THENCE RUN N88'56'50'W FOR A DISTANCE OF 322.37 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 18'35'10", AND BEING SUBTENCED BY A CHORD OF 92.05 FEET, AT A BEARING OF N79'39'151W, FOR AN ARC LENGTH OF 92.45 FEET; THENCE RUN N88'56'391 FOR A DISTANCE OF 664.33 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 42'52'13 AND BEING SUBTENDED BY A CHORD OF 58.47 FEET, AT A BEARING OF 569'37'15'W, FOR AN ARC LENGTH OF 59.86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94'11'25", AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING OF N84'43'04'1V, FOR AN ARC LENGTH OF 133.49 FEET; vl: "n¢' 950 Encoro Way No 110, R.A,K, 9 7 16 Noples, FL. 34110 — 3 —2 E7 t F St(5 law Phone{ (239) 234-2000 LEGAL DESCRIPTION rR ECF so. HOLE MONIES Florida Certificate of 998070 SEC-T>4N^FEE: no(ntM rwus axrrau Authorization Na,1772 COMMUNITY DEVELOPMENT DISTRICT 2 11.15,14-518-26E a 1a-519-07E .. ,.. COO) Rat$V6 sS'tTCfGjto0t aM.p, OlktM ssu Rn0100 01416 J.<loi (CONTINUED FROM SHEET 1 OF 5) THENCE RUN 504'47'071V FOR A DISTANCE OF 126.86 FEET; THENCE RUN N7746'12'W FOR A DISTANCE OF 78,84 FEET; THENCE RUN N88'51'53 W FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'39'W FOR A DISTANCE OF 685,72 FEET; THENCE RUN S05'42'49"W FOR A DISTANCE OF 68,04 FEET; THENCE RUN N84'17'11'W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S28'DO'461V FOR A DISTANCE OF 219,00 FEET; THENCE RUN 1461'59'14 V1 FOR A DISTANCE OF 667,71 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41', AND BEING SUBTENDED BY A CHORD OF 82.46 FEET, AT A BEARING OF N73'53'041V, FOR AN ARC LENGTH OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 16'2734', AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING OF N7733'081V, FOR AN ARC LENGTH OF 86,18 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150,00 FEET, THROUGH A CENTRAL ANGLE OF 61'2933', AND BEING SUBTENDED BY A CHORD OF 153,37 FEET, AT A BEARING OF N38'34'34'V/, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 137.00 FEET, THROUGH A CENTRAL ANGLE OF 112'55'12', AND BEING SUBTENDED BY A CHORD OF 228.38 FEET, AT A BEARING OF N64'17'241, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN S59'15'00"W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 71'28'36", AND BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING OF N85'00'42W, FOR AN ARC LENGTH OF 168.41 FEET, TO A `POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 38'03'09 AND BEING SUBTENDED BY A CHORD OF 163.00 FEET, AT A BEARING OF N68'17'59'W, FOR AN ARC LENGTH OF 166.04 FEET; THENCE RU14 N8719'331V FOR A DISTANCE OF 86,72 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 10,00 FEET, THROUGH A CENTRAL ANGLE OF 8Ef 16'50', AND BONG SUBTENDED BY A CHORD OF 12.89 FEET, AT A BEARING OF N47'II'O814, FOR AN ARC LENGTH OF -14.01 FEET; THENCE RUN N07'02'43'W FOR A DISTANCE OF 40.73 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.D0 FEET, THROUGH A CENTRAL ANGLE OF 54'47'04", AND BEING SUBTENDED BY A CHORD OF 02.02 FEET, AT A BEARING OF N34'26'15'W, FOR AN ARC LENGTH OF 95,62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550.00 FEET, THROUGH A CENTRAL ANGLE OF 13'06'41", AND BEING SUBTENDED BY A CHORD OF 125.58 FEET, AT A BEARING OF N6623'07"W, FOR AN ARC LENGTH OF 125.86 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 46'56'36', AND BEING SUBTENDED BY A CHORD OF 398,30 FEET, AT A BEARING OF N51'28'09 W, FOR AN ARC LENGTH OF 409.66 FEET; THENCE RUN N2759'51'W FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37", AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A BEARING OF N58' 18'091V, FOR AN ARC LENGTH OF 275.04 FEET THENCE RUN N88'36'281V FOR A DISTANCE OF 125.93 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100,00 FEET, THROUGH A CENTRAL ANGLE OF 69'20'20', AND BEING SUBTENDED BY A CHORD OF 113.77 FEET, AT A BEARING OF S56'422'W, FOR AN ARC LENGTH OF 121,02 FEET, TO A POINT Of TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 4T41'47', AND BEING SUBTENDED BY A CHORD OF 164,91 FEET, AT A BEARING OF S46'2VO6'W, FOR AN ARC LENGTH OF 169.98 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 700.00 FEET, THROUGH A CENTRAL ANGLE OF 13'28'58", AND BEING SUBTENDED BY A CHORD OF 164,34 FEET, AT A BEARING OF S7T29'291V, FOR AN ARC LENGTH OF 164.72 FEET; THENCE RUN S84'13'58'W FOR A DISTANCE OF 169.90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS Of 250.00 FEET, THROUGH A CENTRAL ANGLE OF 34'43'19', AND BEING SUBTENDED BY A CHORD OF 149.20 FEET, AT A BEARING OF S66'52'18'W, FOR AN ARC LENGTH OF 151,60 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475.00 FEET, THROUGH A CENTRAL ANGLE Or 62'08'00', AND BEING SUBTENDED BY A CHORD OF 490.23 FEET, AT A BEARING OF SBO'34'391V, FOR AN ARC LENGTH OF 515.11 FEET, TO A P0114T OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 66203', AND BEING SUBTENDED BY A CHORD OF 216.12 FEET, AT A BEARING OF S78'56'22 W, FOR AN ARC LENGTH OF 228.32 FEET, TO A P0114T OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 15D.00 FEET, THROUGH A CENTRAL ANGLE OF 43'19'39', AND BEING SUBTENDED BY A CHORD OF 110.75 FEET, AT A BEARING OF UT53'55'W, FOR AN ARC LENGTH OF 113.43 FEET; THENCE RUN SST33'44'W FOR A DISTANCE OF 33.81 FEET; THENCE RUN NOU25'58^A FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N26'57'22'Vl FOR A DISTANCE OF 100,00 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 15-24'01 AND BEING SUBTENDEO BY A CHORD OF 190.23 FEET, AT A BEARING OF S70r44'39'W, FOR AN ARC LENGTH OF 190.81 FEET, TO A POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG &NO EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, RUN NOO'25'37'W FOR A DISTANCE OF 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14, RUN N88'20'43Vi FOR A DISTANCE OF 693.91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE LEAVING SAID SECTION LINE, RUN 1,152'51'2711 FOR A DISTANCE OF 171.83 FEET; THENCE RUN S3T08'33'W FOR A DISTANCE OF 122,51 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14,' RUN N88'20'43'W FOR A DISTANCE OF 2557.48 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN NOO'02'07"E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN N88'05'43-W FOR A DISTANCE OF 590.35 FEET; THENCE RUN NO1'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274.00 FEET THENCE RUN S88'09'46"E FOR A DISTANCE OF 1374.52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 11 AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN NOI'13'54'E FOR A DISTANCE OF 1860.10 FEET; THENCE LEAVING SAID QUARTER LINE, RUN S88'4612'E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 3705'11", AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF N17'05'16"E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE RUN N3537'51'E FOR A DISTANCE OF 214,87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT—OF—WAY LINE OF U.S. 41; I W.Z. 19 7 16 y0u tneora Wo OPAKU7G t10. Naples, rl, 3a11� LEGAL DESCRIPTION 1, s- SHEC s 3 _. Phone; ((239) 254-2000 PRCVECt ko, HOLE MONTES Florldo Cor11floola of 9960 0 R_s,�.,,, ate,., awtxl s�M: AulhoriYatlon No,i nz COMMUNITY DEVELOPMENT DISTRICT 2 Fl<F tWAE " " Of t«olr lno cnrsUssaolox COD1 Ct01 an 9c1VslScnal3\iid7 R4" 0A0007 SKo-en07.6t 0/7/7016 J;14:01 PU POW y. (CONTINUED FROM SHEET 2 OF 5) THENCE ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE, RUM S54'21'53'E FOR A DISTANCE OF 807.07 FEET, TO AN INTERSECTION WITH THE EAST LINE OF THE NORTHEAST OUARTER OF SAID SECTION 11; THENCE ALONG SAID QUARTER LINE, RUN SO1'O0'O6'1v FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; CONTAINING 1,D70,640 ACRES. LESS AND EXCEPT: A PARCEL OF NANO LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10,906 ACRES, MORE OR LESS. TOTAL DESCRIBED AREA - 1,059.734 ACRES. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 V� �_,fS.W4' 16278 J HN J. HILTON STATE OF FLORIDA tnooro wo *DRAIW�AG_oes, Y LEGAL DESCRIPTION 5NEf7 o N P FL. 34110 —2 3 S Phone: 239� 254-2000 OLr MONTrtS Florl o Cortlfloofe ofSEC-IWIt-RCf: 11"406 ^u:rtri tW+7rai Aulhorl2olion No,1772 COMMUIJITY DEVELOPMENT DISTRICT 21113,1A-SIS-26f k 16-SIS-27C .. KM,-aelulNualu.snl+Uools-surwrlPho,4rh of N&W of IawrmtnooitRsUvvJl7ox =1 mi Ffl+scmis15 M1002 ants„ 011=2 up-R"Ou., 9/7/204a'4441 Al P,.Ibd ar ftwom ♦ 1 `�♦\ -� rrr �r� I I t 1 r 1 ♦ � ! / \♦ / I W t y m IN++Z y m yr^ rn I N [^ rn I ♦ I r ♦♦` i� A !T1 A A rn A N rm A Ntg m m a 6Y1 maA i N7 ----------------- yry 1 45 , V fNmYCl) LVj N � m z m t(o� fn r ��n al r p m a N v, Ui tq i Fill �■ r CCTT io G°Dv ,, � , / p o'in /f 1 0� �� w � .p. RANGE 2J � �% �•; E> I / I 1 ' / o / ORMI 51': N.A.K. OATL- 9 7 18 950 Encore Way Noplos, FL, 54110 Phone; (239) 254-2000 HOLE MONTES Fiorlda corllnocle of SKETCH OF LEGAL DESCRIPTION COMMUNITY DEVELOPMENT DISTRICT 2 OPAHYiG To. e-7366-2 SHEET 4 OF 5 PNw1998070 SEC - T9M-NOG E E II13,Id-513-26E a:IB-SiS-27f aados vwcu lutrerla Authorizoilon No,1772 (Op1S'fp3inQLdr 11 -td�\MlOVF SV7187C01f- YIFi9JStJ3 9/ CURVE WN a LOCA-V==kl#M70K 0001 0007 RC1 WlAZYlTCllM xOt 44kn olladl SYo-Rol.MO !///)Ols JM-01 FY rWfed tyi MWONrr TABLE CHORD CHORD BEARING ARO LENGTH 383,13 S1743'35E 405.42 246.44 S3f44'l8'E 209.19 17,69 N6T44'28'E 18,33 24.82 N44'89'37'E 24.69 17,69 N26'14'45'E 18.33 17.69 S26'15'32'E 18,33 24.82 SWW23'E 24.89 17.69 S63'45'it'E 18,33 163.77 SIV40'13'W 165.02 384,82 S38'57'08'W 386,52 44,77 W45-69-E 48.88 20.27 S2fIV23'E 20.36 46,20 S02'41'17'E 48.52 137.80 S14'55'241V 139,04 362.47 538'48'401V 389,19 409.13 S3759'061V 450.20 74.54 S45'54'37 W 87.83 76.61 N19'49'411V 91.65 449,19 578'42'201V 483.85 72.66 S18'S8* W 84.57 315.54 S3T46'55iV 339.08 330.79 S43'44'16 W 371.61 92.05 N79'39'15'W 9245 LINE TABLE LINE LINE DIRECTION LENGTH L14 SO4'47'07'W 128,86 LI5 N7T46'12'W 78.84 L16 N88'51'53W 85.94 L17 1184'45'391V 0.72 LIB S0542'491V 66,04 L19 N84'17'111V 46.52 L20 S28'00'481V 219,00 L21 NBI'59'14)V 681,71 L22 S59'15'001V 59.92 L23 N8T19'331V 86.72 L24 N0702'43 W 40.73 L25 N2T59'511VE47,49L13 L26 N8838'281V 3 CURVE RADIUS DELTA Ci 350,00 66'22'03' 02 160.00 110'27 50' CJ 20,00 5730'17' 04 95,00 1500'34' C5 20,00 5730'17' 06 20,W 5730'17' 07 95.03 1500'34' 08 20,00 5730'11' C9 320.00 29'39'13' C10 1100.00 WOW Ott 45.00 59'39'38' 012 02.58 18'38'25' 013 45,00 61'4837' 014 300.00 26'33'16' 015 300.00 74'19'47' CIS 300,00 8558'55' C17 45,D3 111'49'58' 018 45.00 118!41'28' CIO W-00 75'67'07' C20 45,DO 10T40'34' C21 280,00 7443'D5' C22 225.00 9937'47' C23 285,00 18'35'10' LINE TABLE LINE DRECTION LENGTH Lt S35'39'17 W 107.40 12 N89'59'37E 58.44 L3 N89'69'37E 10100 L4 S0700'23% 130.00 L5 N89'59'37E 113.79 L6 S00'OO'23'E 150.36 L7 S28'12'02iV 70.46 L8 N78'10'261V 194.68 L9 N38'31'03'E 111.08 L10 N51'28'57'W 105.27 L11 S0T34'37'E 81,88 L12 N88'5b'SOiV 322.37 N885b'39W 664,33 CPA" 8Y: OAE: R.A.K. 9 7 16 950 Enoare Way Hapies, FL, 034110 Phone; (239) 254-2000 HOLE MUNTES Florida Cortltioole of C+artCli fUNFl3 SUR.t1tA5 Aulhorixallon No,1772 LINE AND CURVE TABLES COMMUNITY DEVELOPMENT DISTRICT 2 MIND B-7366-2 110, 1998070 111EIW1E fODi SROJtn02.0r SHEETSHEDRCVECi s b SEC-tuna-ML 11,I3,1.1-S1S-26Ed 18-SiS-11E CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH C24 80,00 4752'13' S8.47 $69'37'151V 59,68 C25 81,20 94'11'26' 118,98 N84'43'W1V 133,49 C26 200.00 2T47'41' 82,48 N7T63'04'W 83.06 C27 300.D0 16'27'34' 85.89 N1T33'081V 86.18 C2B 150,00 61'29'33' 153,37 N3B'34`34iV 1b0.99 C29 137,00 11755'12' 228,38 N64'1T241Y 270,00 C30 135,00 71'28'36' 157.70 N8504'421V 168,41 C31 260.00 38'03'D9' 163.00 N68'17'59iY 166,04 CJ2 t0,00 80'16'50' 12.69 N4T11'081V 14,01 C33 100,00 64'47'04' 92,02 N34'26'151V 85,82 C34 650,00 iTOb'41' 125.b8 N68'23'07'W 125.86 CM d00,00 4b'S8'38' 396.30 N51'28'09iV 408.66 C]8 260.00 60'J6'37' 282.39 N58'18'09W 275,04 C37 100,00 69'20'20' 113.77 55843'22W 121,02 C3B 200,00 48'41'47' 164,91 S4b'24'O6W 169,98 C39 700,00 IT28'58' 164.34 5'TT29'291V 1B4J2 C40 250,00 34'43'19' 149,20 58552'18iV 151,1i0 C41 475.00 e7C8`00' 490.23 S80'34'39�U 515,11 C42 200.00 65'2d'33' 218.12 578'S6'22'W 228.32 C43 150,00 4J'19'J9' 110.75 58T5J'S31V 113,43 C44 709,89 1524'Ot' 190.23 S70'44'391V 190.81 C45 350.00 3T45'11' 222,81 NiT05'18'E 228,55 TABLE LINE DIRECTION LF71(iTli L27 584'13'S81Y 169,90 L26 S89'33'44'W 33,81 L29 N00'25'S81V 2874.12 L30 N26'67'221V 100,00 L31 N00'25'37'W 495,65 L32 N88'20'4J'W 693.91 l33 N5751'27W 171,83 L34 5JT08'J3iV 122,51 L35 N86'20'43'W 2557.48 W8 N00'02'07'E 1389,87 W7 1188'05'43iV 590,J5 L38 N01'43'02'E 1493,7A W9 S88'09'S5'E 1274.00 LINE TABLE LINE WREC1i0N LENGTH L40 S88'09'46'E 1374,62 L41 N01' 13'64'E 1840,10 L42 S88'48'12'E 516,33 L43 H3537'51'E 214,87 L44 S54'21'S3'E 807,97 L45 SO1'00'08iV 3308.61 L48 S88'05'23'E 690,28 L47 S00'28'31'E 687,45 L48 N88'13'02'W 691,J9 L48 N00'20'41`W 888,94 ALL LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL OF LAND (0 RHODES & LODES LAND SUBVEYTV0, INC, M109 BON11'a OB.LVDE DBlTW 8V TLr 16Y BOAMI SPRIA09, FLOBM 131196 PHONE (P96) 06 806 r'ax(290) -J6d9149 LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS 18 AND 19, TOWNSHIP 51 SOUTH, RAGE 27 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE WEST QUARTER CORNER OF SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN ALONG THE WEST LINE OF SOUTHWEST QUARTER OF SAID SECTION 18, SOUTH 00020'46" WEST, A DISTANCE OF 2,233.65 FEET TO THE. POINT OF BEGINNING OFTHE PARCELOF LAND HEREIN DESCRIBED; THENCE NORTH 8805616" WEST, A DISTANCE OF 161.44 FEETTO A POINT OF CURVATURE; THENCE WESTERLY, 59.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF So.00 FEET, THROUGH A CENTRAL ANGLE OF 42°52'13" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 69°37'38" WEST, 58•47 FEET TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY, 133.49 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 81,2o FEET, THROUGH A CENTRAL ANGLE OF 94"11'25" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 84042'41" WEST, 118.96 FEET; THENCE SOUTH 04°47'30" WEST, A DISTANCE OF 125.63 FEET; THENCE NORTH 84046'05" WEST, A DISTANCE OF 9,99 FEET; THENCE NORTH 77°45'48" WEST, A DISTANCE OF 68.76 FEET; THENCE NORTH 88051'30" WEST, A DISTANCE OF 65.94 FEET; THENCE NORTH 84'45'16" WEST, A DISTANCE OF 595.29 FEET; THENCE NORTH 08°46'55" EAST, A DISTANCE OF 15,i9 FEET; THENCE NORTH 81°13'05" WEST, A DISTANCE OF 86,83 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 4o.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRALANGLE OF 93004'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 52014'52" WEST, 36,29 FEET; THENCE SOUTH 05"42'49" WEST, A DISTANCE OF 16.93 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 49.00 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 112017'57" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 61'51'48" WEST, 41.52 FEET; THENCE NORTH 61059'14" WEST, A DISTANCE OF 75.11 FEET TO A POINT OF CURVATURE; TI•lENCE 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"28'01" WEST, 38,98 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY, 213.13 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 9o.00 FEET, THROUGH A CENTRAL ANGLE OF 135041'08" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH _I8047'22" WEST, 166.71 FEET TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY, 61,99 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 65,00 FEET, THROUGH A CENTRAL ANGLE OF 54°38'43" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 89"18'35" WEST, 59.67 FEET; THENCE NORTH 61°59'14" WEST, A DISTANCE OF 36.90 FEET; THENCE NORTH 21037'59" EAST, A DISTANCE OF 250.74 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 121.17 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 23o.00 FEET, THROUGH A CENTRAL ANGLE OF 3o"1i'o6" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH o6"32'26" EAST, 119.77 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 34.24 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 65,00 FEET, THROUGH A CENTRAL ANGLE OF 30011'o6" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH o6"g2'26" EAST, 33.85 FEET; THENCE NORTH 21037'59" EAST, A DISTANCE OF loo.89 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 162.28 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF i,19o.00 FEET, THROUGH A CENTRAL ANGLE OF 07948'48" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17°43'35" EAST, 162.15 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 138,g2 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 51o.00 FEET, THROUGH A CENTRAL ANGLE OF 15°36'23" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 210S7'22" EAST, 138.49 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 376,91 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 89o.00 FEET, THROUGH A CENTRAL ANGLE OF 24"15'51" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17017'38" EAST, 374.10 FEET TO A POINT OF ZAESTAZ`CIA\sketch and legaW2018-10991g1.docx Page I of6 RMDES & Ra-ODES LAND SURVEYING, L 85100BONIMO ATEDRIVE8f114E107 BOMTA SPBEV06 PZORMI U18o- PHONE (P80) 40o-8166 rux(280) m-8168 REVERSE CURVATURE; THENCE 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°u'o8" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 37°45'17" EAST, 53.87 FEET; THENCE NORTH 68059'19" EAST, A DISTANCE OF 25.61 FEET; THENCE SOUTH 51°48'02" EAST, A DISTANCE OF 171.93 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE NORTHEASTERLY, 143.41 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 895.00 FEET, THROUGH A CENTRAL ANGLE OF 09°10'51" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 44011'54" EAST, 143.26 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 157.90 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 668.6o FEET, THROUGH A CENTRAL ANGLE OF 13°31'53" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 42°01'23" EAST, 157.53 FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHEASTERLY, 185.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 50o.00 FEET, THROUGI•[ A CENTRAL ANGLE OF 21°18'01" AND BEINGSUBTENDED BYA CHORD THAT BEARS NORTH 24°36'26" EAST, 184.81 FEET; THENCE NORTH 13°57'25" EAST, A DISTANCE OF 434.86 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, 389.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 495.00 FEET, THROUGH A CENTRAL ANGLE OF 45°07'42" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 36°31'16" EAST, 379.88 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTH EASTERLY,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 BYA CHORD THAT BEARS NORTH 30°08'o6" EAST, 145.21 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE EASTERLY, 303,95 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 255.Oo FEET, THROUGH A CENTRAL ANGLE OF 68117'37" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 72°41'19" EAST, 286.27 FEET TO A POINT OF REVERSE CURVATURE; TI-[ENCE 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 49013'o9" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 63009'05" EAST, 208.22 FEETTO A POINTOF REVERSE CURVATURE; THENCE NORTHEASTERLY, 248.23 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTH\WESTERLY, HAVING A RADIUS OF 21o.00 FEET, THROUGH A CENTRAL ANGLE OF 67043'34" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 53°53*52" EAST, 234.03 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 122.11 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF loo.00 FEET, THROUGH A CENTRAL ANGLE OF 69057'55" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 55001'02" EAST, 114.67 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, 57.32 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 1oo.00 FEET, THROUGH A CENTRAL ANGLE OF W50'27" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 73°34'46" EAST, 56.54 FEET; THENCE NORTH 57°o9'32" EAST, A DISTANCE OF 115.02 FEET; THENCE NORTH 04°35'o6" WEST, A DISTANCE OF 86.36 FEET TO A POINT ON A NON - TANGENTIAL CURVE; THENCE NORTHEASTERLY, 528.63 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTH WESTERLY, HAVING A RADIUS OF 830.00 FEET, THROUGH ACENTRAL ANGLE OF 36029'32" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 66°47'03" EAST, 519.74 FEETTO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, 403.75 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 3oo.00 FEET, THROUGH A CENTRAL ANGLE OF 77°o6'87" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 87°05'36" EAST, 373.96 FEET; THENCE NORTH 35038'54" EAST, A DISTANCE OF 200.00 FEET; THENCE SOUTH 54°21'o6" EAST, A DISTANCE OF 91o.68 FEET; THENCE SOUTH 35°391401, WEST, A DISTANCE OF 1o3.8o FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE SOUTHERLY, 405.42 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66022'03" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 12043'12" EAST, 383.13 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 289.19 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110°27'50" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 34°46'o5" EAST, 246.44 FEET; THENCE SOUTH 9o°oo'oo" EAST, A DISTANCE OF 58,44 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY,18.33 FEET ALONG THE ARC OF A CIRCULAR ZAESTANCIffisketch and Iugnls 2018-I0991g1.dacx Page 2 of G RHODES & RHODES LAND SURVEYINO, INC. MOO RONlIStOBANDEDRrTTSV 7 1107 BONF81 SPBRIOS, FTORIDA3d138 PHONE (P80) QOX 8108 Fi1X (P39) 4058183 CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52°30'17" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 63°44'51" EAST, 17.69 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 24.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 95•oo FEET, THROUGH A CENTRAL ANGLE OF 15°00'34" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 45oOO'Oo" EAST, 24.82 FEETTO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF moo FEET, THROUGH A CENTRAL ANGLE OF 52°30'17" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 26°15'o9" EAST, 17.69 FEET; THENCE SOUTH 90000'00" EAST, A DISTANCE OF too.00 FEET TO A POINT ON A NON - TANGENTIAL CURVE; THENCE SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF moo FEET, THROUGH A CENTRAL ANGLE OF 52a30'17' AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 260i5'o9" EAST, 17.69 FEETTO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 24.89 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15oOO'34" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 45°oo'oo" EAST, 24.82 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52030'11" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 63o44'48" EAST, 17.69 FEET; THENCE SOUTH 00°00'00" WEST, A DISTANCE OF 130.00 FEET; THENCE SOUTH 9o°oo'oo" EAST, A DISTANCE OF 113.99 FEET; THENCE SOUTH 00000'oo" WEST, A DISTANCE OF 150.36 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, 165.62 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVINGA RADIUS OF32o.00 FEET, THROUGH A CENTRALANGLE OF 29°39'13" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14o49'36" WEST, 163.77 FEETTO A POINT OF COMPOUND CURVATURE; THENCE SOUTHWESTERLY, 386.52 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF i,i9o.00 FEET, THROUGH A CENTRAL ANGLE OF 18°36'36" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 38057'31" WEST, 384.82 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE SOUTHEASTERLY, 46.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59o39'38" AND BEING SUBTENDED BY A CHORD THNI' BEARS SOUTH 44°45'36" EAST, 44.77 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 20.36 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 62,58 FEET, THROUGH A CENTRAL ANGLE OF 18038'25" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 24°15'00" EAST, 20.27 FEETTOA POINT OF REVERSE CURVATURE; THENCE SOUTHERLY, 48.52 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 61046'37" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 02°40'53" EAST, 46.2o FEET; THENCE SOUTH 28°12'25" WEST, A DISTANCE OF 70.46 FEETTO A POINT OF CURVATURE; THENCE SOUTHERLY, 139.04 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 30o.00 FEET, THROUGH A CENTRAL ANGLE OF 26o33'16" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14°55'47" WEST, 137.8o FEETTO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, 389.19 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 30o.00 FEET, THROUGH A CENTRALANGLE OF 71I°19'47" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 38o49'03" WEST, 362.47 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, 450.2o FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 85058'55" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 32°59'29" WEST, 409.13 FEETTO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, 87.83 FEET ALONGTHE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111049'56" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 45°55'00" WEST, 74.54 FEET; THENCE NORTH 78010'02" WEST, A DISTANCE OF 194.68 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 91.65 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 116o41'28" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 19049'18" WEST, 76.61 FEET; THENCE NORTH 38o31'26" EAST, A DISTANCE OF i11.o8 FEET; THENCE NORTH 51°28'34" WEST, A DISTANCE OF 105.27 FEET TO A POINT ON A NON- Z:\ESTANCIA\skcteh and legals\2018-10991g1.docc Page J of 6 _ CAC) RHODES & RHODES LAND SURVEYING; INC. 881M BON1TiI OBANDE DBIYB SUMB 107 BOAM SPBINOS, PMOBMA U198 PHONE (290) 4038166 A}1%(P90) A0x8169 TANGENTIAL CURVE; THENCE WESTERLY, 483,85 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75o57'07" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH W42'43" WEST, 449.19 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE SOUTHERLY, 84.57 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107040'34" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 16059'07" WEST, 72.66 FEETTO A POINT ON A NON -TANGENTIAL CURVE; THENCE SOUTHWESTERLY, 339,o6 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 26o.00 FEET, THROUGH A CENTRAL ANGLE OF 74°43'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 33047'18" WEST, 315.54 FEET; THENCE SOUTH 03034'14" EAST, A DISTANCE OF 87.88 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 371.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94037'47" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 43044'40" WEST, 330.79 FEET; THENCE NORTH 88056'27" WEST, A DISTANCE OF 322.37 FEETTO A POINTOF CURVATURE; THENCE WESTERLY, 92.45 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 18035'10" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 79038'52" WEST, 92.05 FEET; THENCE NORTH 88°56'16" WEST, A DISTANCE OF 5o2.88 FEETTO THE POINT OF BEGINNING. 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G.N 7 14 2021 ■■ Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET # OF SHEET Phone: (239) 254-2000 PROJECT N0. 1 SEC-TWN-RGE:7 2.009 - Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME 11,12,13,14,18,24-515-26,27E ap �uLNascEireaMnE�wNNea�i Ems Authorization N0.1772 2021009 CDD2.dwg H:\8200\S—S—ey\Projects By Name Of Location \FIDDLERS\2021009 Cod Revisions\2021009 CDD2.dwg 711612021 2:42:19 PM Plotted by. GIANGNGO I I N I I O 500 1000 1" 1000 (IN FEET) I I �S' I % NOTEALL LINE & CURVE TAGS (1-67) ARE SHOWN ON SKETCH, 2�0 BUT THEY ARE SEQUENTIAL IN �j ORDER. I L1 16 I I S. R/W LINE I I I I <� I I C1 v c2 w wLLJ G5 S I J C� U WI Q Vim' I J I C I 6 CQS moo' G48 n 2 �L14 L16 1-19 I cis �2 — — — I I * NOT A SURVEY DRAWN BY: �] DATE: 950 Encore Way DRAWING NO. G.N 7 14 2021 �� Naples, FL. 34110 Phone: (239) 254-2000 Florida Certificate of MOnNwTEurrtrOS� Authorization N0.1772 LEGAL DESCRIPTION COMMUNITY DEVELOPMENT DISTRICT 2 H-1646 SHEET # 2 OF SHEET PROJECT NO. 2021.009 SEC-TWN-RGE: FILE NAME 11, 12,13,14,18,24-51 S-26,27E EQNMIMMA 2021009 CDD2.dwg H:\8200\S-Survey\Projects By Name Of Location\FIDDLERS\2021009 Cad Revisions\2021009 CDD2.dwg 711612021 2:42:19 PM Plotted by: GIANGNGO CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 300.00, 77°06'37" 373.96' S 87°05'36" W 403.75' C2 830.00' 36°29'32" 519.74' S 66°47'03" W 528.63' C3 100.00' 32°50'27" 56.54' S 73°34'46" W 57.32' C4 100.00' 69°57'55" 114.67' S 55°01'02" W 122.11' C5 210.00' 67°43'34" 234.03' S 53°53'52" W 248.23' C6 250.00' 49°13'09" 208.22' S 63°09'05" W 214.76' C7 255.00' 68'17'37" 286.27' S 72'41'19" W 303.95' C8 150.00' 57°54'01" 145.21' S 30°08'06" W 151.58' C9 495.00' 45°07'42" 379.88' S 36*31'16" W 389.88' C10 500.00' 21*18'01" 184.81' S 24°36'26" W 185.88' C11 668.60' 13°31'53" 157.53' S 42°01'23" W 157.90' C12 895.00' 9°10'51" 143.26' S 44*11'54" W 143.41' C13 50.00' 65*11'08" 53.87' S 37*45'17" W 56.89' C 14 890.00' 24° 15'51 " 374.10' S 17° 17'38" W 376.91 ' C15 510.00' 15°36'23" 138.49' S 21°37'22" W 138.92' C16 1190.00, 7°48'48" 162.15' S 17°43'35" W 162.28' C17 65.00' 30*11'06" 33.85' S 06°32'26" W 34.24' C18 230.00' 30*11'06" 119.77' S 06°32'26" W 121.17' C19 52.50' 54°38'43" 48.20' S 89°18'35" E 50.07' C20 102.50' 135°41'08" 189.86' S 48°47'22" E 242.74' C21 17.50' 81°02'25" 22.74' S 21°28'01" E 24.75' C22 12.50' 112'17'57" 20.76' N 61°51'48" E 24.50' C23 37.50' 93°04'05" 54.43' N 52°14'52" E 60.91' C24 70.00' 89°54'50" 98.92' S 44°34'49" W 109.85' C25 129.96' 80*33'19" 168.04' S 49'12'16" W 182.72' C26 120.01' 100*26'29" 184.46' S 59°07'25" W 210.39' C27 304.19' 25°25'07" 133.85' N 83°21'54" W 134.95' C28 402.41' 31°06'58" 215.86' N 80°30'59" W 218.54' C29 325.00' 30°05'59" 168.78' N 78°56'52" W 170.74' C30 120.00' 12°46'46" 26.71' N 87°36'29" W 26.77' C31 271.68' 10'56'29" 51.80' N 76°32'40" W 51.88' C32 140.00' 10'52'30" 26.53' N 65*38'11" W 26.57' C33 96.23' 10*36'19" 17.79' N 64°55'59" W 17.81' C34 140.00' 8°48'42" 21.51' N 65*29'11" W 21.53' C35 720.00' 12°30'32" 156.88' N 59°08'56" W 157.19' C36 680.00' 8°27'08" 100.22' N 57*07'13" W 100.31' C37 30.00' 26°22'37" 13.69' N 74°32'05" W 13.81' C38 42.54' 93° 18' 1 1 " 61.87' S 80° 1 1 '54" W 69.27' C39 98.35' 37°51'20" 63.81' N 58°33'08" W 64.98' C40 247.83' 16°56'50" 73.04' N 16°41'05" W 73.31' C41 50.27' 69°00'31 " 56.95' N 38°42'54" W 60.55' C42 31.19' 45*24'10" 24.07' N 50°31'04" W 24.71' C43 75.00' 33°51'50" 43.68' N 44°44'54" W 44.33' C44 100.00' 11*00'45" 19.19' N 66°05'49" W 19.22' C45 514.31' 14°23'31" 128.85' N 64°24'26" W 129.19' C46 214.22' 27°56'26" 103.43' N 71°10'54" W 104.47' C47 50.88' 49°55'53" 42.95' S 70°37'08" W 44.34' C48 155.35' 64*46'17" 166.41' S 79°05'27" W 175.61' C49 52.65' 44*41'17" 40.03' N 46°10'47" W 41.06' C50 43.00' 66°41'09" 47.27' N 57°10'43" W 50.05' C51 120.00' 11°00'24" 23.02' S 83°10'24" W 23.05' C52 542.06' 9°54'40" 93.65' S 76°55'52" W 93.77' C53 120.00' 7°23'59" 15.49' S 73'58'13" W 15.50' C54 70.00' 21*47'12" 26.46' S 88°33'48" W 26.62' C55 399.42' 16°56'44" 117.70' N 33'24'14" E 118.13' C56 3855.60' 1 ° 18,19" 87.84' N 24° 16'42" E 87.84' C57 132.52' 69°03'49" 150.24' N 02°50'53" W 159.74' C58 25.00' 103°08'09" 39.17' S 88°42'50" E 45.00' C59 1256.70' 9'17'06" 203.43' N 66°28'50" E 203.65' C60 708.91' 15'25'19" 190.23' S 70°44'39" W 190.81' C61 350.00' 37*05'11" 222.61' N 17*05'16" E 226.55' * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING N0. G.N 7 14 2021 ■■ Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET # OF SHEEP ■ PROJECT NO. 3 Phone: (239) 254-2000 2021.009 SEC-TWN-RGE: Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2- FILE NAME 11,12,13,14,18,24-515-26,27E HOLE Authorization No.1772 2021009 CDD2.dwg H:\8200\S-Survey\Projects By Name Of Location\FIDDLERS\2021009 Cod Revisions\2021009 CDD2.dwg 711612021 2:42:19 PM Plotted by: GIANGNGO LINE BEARING DISTANCE L1 S 89°55'46" E 4688.27' L2 S 54°21'29" E 2883.58' L3 S 35°38'54" W 203.36' L4 S 04°35'06" E 86.36' L5 S 57°09'32" W 115.02' L6 S 13°57'25" W 434.86' L7 N 51 °48'02" W 171.93' L8 S 68°59' 19" W 25.61 ' L9 S 21°37'59" W 100.89, L10 S 21°32'03" W 238.21' L11 S 61°59'14" E 37.89' L12 S 61°59'14" E 75.11' L13 N 05°42'49" E 16.93' L14 S 81 ° 13'05" E 99.33, L15 S 08°46'55" W 26.43' L16 S 85°06'03" E 584.09' L17 S 88°46'54" E 66.20' L18 S 77°41'47" E 68.11' L19 S 84°48'34" E 239.41' L20 S 00°00'58" W 124.63' L21 S 83*02'18" E 115.87' L22 S 00°22'35" E 108.39' L23 S 89°28'55" W 25.42' L24 N 81 ° 13'05" W 160.25' L25 N 71 °04'25" W 148.26' L26 N 59°32'59" W 54.85' L27 N 68°58'01 " W 34.68' L28 N 61 °04'50" W 98.96' L29 N 61 °20'47" W 407.40' L30 S 37°02'54" W 54.58' L31 N 53°09'01 " W 1 19.23' L32 S 78°20'56" W 65.29' L33 N 70° 14'37" W 40.26' L34 N 54°22' 13" W 64.70' L35 N 33°21'25" W 23.69' L36 N 75° 12' 12" W 33.30' L37 N 76°51 ' 10" W 26.95' L38 S 43°37'46" W 161.77' L39 N 90°00'00" W 26.44' L40 N 48°41 ' 19" W 62.83' L41 N 14°21'59" E 47.02' L42 N 77°28'48" W 34.63' L43 N 52° 19'34" W 29.83' L44 N 85° 1 1 ' 14" W 26.94' L45 N 38°20'00" W 22.50' L46 N 77°46'28" W 33.45' L47 N 65°05'58" W 40.53' L48 S 25°54'37" W 42.30' * NOT A SURVEY * LINE BEARING DISTANCE L49 S 88°48'27" W 24.84' L50 N 73*55'13" W 30.71' L51 N 42°59'31 " W 35.20' L52 N 14°24'37" W 43.32' L53 N 63° 10'35" W 52.78' L54 N 24°20'06" W 64.72' L55 N 60° 16' 17" W 1 17.36' L56 S 89°33'28" W 185.48' L57 S 00°29'56" E 22.52' L58 S 30°23'51" W 24.71' L59 S 65°20'21 " W 59.88' L60 N 79° 13'24" W 47.16' L61 S 69°39'07" W 76.08' L62 S 77*25'16" W 77.61' L63 N 86°34'08" W 36.83' L64 N 69° 14' 10" W 32.78' L65 S 77*40'12" W 46.94' L66 S 77*40'12" W 633.48' L67 S 77*40'12" W 242.08' L68 S 63°50'35" W 105.72' L69 S 53°26'00" W 22.75' L70 N 55° 15' 12" W 106.68' L71 N 45°28'07" W 39.52' L72 N 28°56'05" E 24.08' L73 N 59°52'05" W 16.74' L74 N 41 °40'21 " E 33.12' L75 N 47°08'59" E 48.64' L76 N 00°25'53" W 2378.44' L77 N 26°57'22" W 100.00' L78 N 00°25'37" W 495.65' L79 N 88°20'43" W 693.91' L80 N 52°51'27" W 171.83' L81 S 37°08'33" W 122.51' L82 N 88°20'43" W 2557.48' L83 N 00°02'26" E 1389.71 ' L84 N 88°05'43" W 590.35' L85 N 01 °43'02" E 1493.79' L86 S 88°09'55" E 1274.00' L87 S 88°09'46" E 1374.52' L88 N 01 ° 13'54" E 1860.10' L89 S 88*46'12" E 518.33' L90 N 35°37'51 " E 214.87' L91 S 54°21'53" E 807.97' L92 S 01°00'06" W 3308.61' L93 N 00°26'31 " W 687.45' L94 S 88°13'02" E 691.39' L95 S 00°20'41 " E 688.94' L96 N 88°05'23" W 690.28' DRAWN BY: DATE: 950 Encore Way DRAWING NO. c.N 7 ,4 202, ■■ Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET # OF SHEET PROJECT NO. 4 7 Phone: (239) 254-2000 2021.009 SEC-TWN-RGE: Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME 11,12,13,14,18,24-51S-26,27E HOLEMM IME ERS� Authorization No.1772 2021009 CDD2.dwg H:\8200\S-Sorvey\Projo0s By Name Of Leeetien\FIDDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 711612021 2:42:19 PM Plotted by: GIANGNGO LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTIONS 11, 12, 13, 14, 18 AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE 26 & 27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF SAID SECTION 13, RUN S89'55'46"E FOR A DISTANCE OF 4688.27 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41 (TAMIAMI TRAIL), A 200' WIDE RIGHT-OF-WAY; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21'29"E FOR A DISTANCE OF 3793.58 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, THENCE RUN S35'38'54"W FOR A DISTANCE OF 203.36 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, AT A BEARING OF S35'38'54"W THEREFROM, THROUGH A CENTRAL ANGLE OF 77'06'37" AND BEING SUBTENDED BY A CHORD OF 373.96 FEET AT A BEARING OF S87'05'36"W, FOR AN ARC LENGTH OF 403.75 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 830.00 FEET, THROUGH A CENTRAL ANGLE OF 36'29'32" AND BEING SUBTENDED BY A CHORD OF 519.74 FEET AT A BEARING OF S66'47'03"W, FOR AN ARC LENGTH OF 528.63 FEET; THENCE RUN SO4'35'06"E FOR A DISTANCE OF 86.36 FEET; THENCE RUN S57'09'32"W FOR A DISTANCE OF 115.02 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 32'50'27" AND BEING SUBTENDED BY A CHORD OF 56.54 FEET AT A BEARING OF S73'34'46"W, FOR AN ARC LENGTH OF 57.32 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'57'55" AND BEING SUBTENDED BY A CHORD OF 114.67 FEET AT A BEARING OF S55'01'02"W, FOR AN ARC LENGTH OF 122.11 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 67'43'34" AND BEING SUBTENDED BY A CHORD OF 234.03 FEET AT A BEARING OF S53'53'52"W, FOR AN ARC LENGTH OF 248.23 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 49'13'09" AND BEING SUBTENDED BY A CHORD OF 208.22 FEET AT A BEARING OF S63'09'05"W, FOR AN ARC LENGTH OF 214.76 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 255.00 FEET, THROUGH A CENTRAL ANGLE OF 68'17'37" AND BEING SUBTENDED BY A CHORD OF 286.27 FEET AT A BEARING OF S72'41'19"W, FOR AN ARC LENGTH OF 303.95 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, AT A BEARING OF N88'48'54"W THEREFROM, THROUGH A CENTRAL ANGLE OF 57'54'01" AND BEING SUBTENDED BY A CHORD OF 145.21 FEET AT A BEARING OF S30'08'06"W, FOR AN ARC LENGTH OF 151.58 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 495.00 FEET, THROUGH A CENTRAL ANGLE OF 45'07'42" AND BEING SUBTENDED BY A CHORD OF 379.88 FEET AT A BEARING OF S36'31'16"W, FOR AN ARC LENGTH OF 389.88 FEET; THENCE RUN S13'57'25"W FOR A DISTANCE OF 434.86 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 21'18'01" AND BEING SUBTENDED BY A CHORD OF 184.81 FEET AT A BEARING OF S24'36'26"W, FOR AN ARC LENGTH OF 185.88 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 668.60 FEET, THROUGH A CENTRAL ANGLE OF 13'31'53" AND BEING SUBTENDED BY A CHORD OF 157.53 FEET AT A BEARING OF S42'01'23"W, FOR AN ARC LENGTH OF 157.90 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 895.00 FEET, THROUGH A CENTRAL ANGLE OF 09'10'51" AND BEING SUBTENDED BY A CHORD OF 143.26 FEET AT A BEARING OF S44'11'54"W, FOR AN ARC LENGTH OF 143.41 FEET; THENCE RUN N51'48'02"W FOR A DISTANCE OF 171.93 FEET; THENCE RUN S68'59'19"W FOR A DISTANCE OF 25.61 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, AT A BEARING OF S19'39'09"E THEREFROM, THROUGH A CENTRAL ANGLE OF 65'11'08" AND BEING SUBTENDED BY A CHORD OF 53.87 FEET AT A BEARING OF S37'45'17"W, FOR AN ARC LENGTH OF 56.89 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 890.00 FEET, THROUGH A CENTRAL ANGLE OF 24'15'51" AND BEING SUBTENDED BY A CHORD OF 374.10 FEET AT A BEARING OF S17'17'38"W, FOR AN ARC LENGTH OF 376.91 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 510.00 FEET, THROUGH A CENTRAL ANGLE OF 15'36'23" AND BEING SUBTENDED BY A CHORD OF 138.49 FEET AT A BEARING OF S21'37'22"W, FOR AN ARC LENGTH OF 138.92 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 07'48'48" AND BEING SUBTENDED BY A CHORD OF 162.15 FEET AT A BEARING OF S17'43'35"W, FOR AN ARC LENGTH OF 162.28 FEET; THENCE RUN S21'37'59"W FOR A DISTANCE OF 100.89 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 30*11,06" AND BEING SUBTENDED BY A CHORD OF 33.85 FEET AT A BEARING OF S06'32'26"W, FOR AN ARC LENGTH OF 34.24 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 230.00 FEET, THROUGH A CENTRAL ANGLE OF 30'11'06" AND BEING SUBTENDED BY A CHORD OF 119.77 FEET AT A BEARING OF S06'32'26"W, FOR AN ARC LENGTH OF 121.17 FEET; THENCE RUN S21'32'03"W FOR A DISTANCE OF 238.21 FEET; THENCE RUN S61'59'14"E FOR A DISTANCE OF 37.89 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 52.50 FEET, THROUGH A CENTRAL ANGLE OF 54'38'43" AND BEING SUBTENDED BY A CHORD OF 48.20 FEET AT A BEARING OF S89'18'35"E, FOR AN ARC LENGTH OF 50.07 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 102.50 FEET, THROUGH A CENTRAL ANGLE OF 135'41'08" AND BEING SUBTENDED BY A CHORD OF 189.86 FEET AT A BEARING OF S48'47'22"E, FOR AN ARC LENGTH OF 242.74 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 17.50 FEET, THROUGH A CENTRAL ANGLE OF 81'02'25" AND BEING SUBTENDED BY A CHORD OF 22.74 FEET AT A BEARING OF S21'28'01"E, FOR AN ARC LENGTH OF 24.75 FEET; THENCE RUN S61'59'14"E FOR A DISTANCE OF 75.11 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 12.50 FEET, THROUGH A CENTRAL ANGLE OF 112'17'57" AND BEING SUBTENDED BY A CHORD OF 20.76 FEET AT A BEARING OF N61'51'48"E, FOR AN ARC LENGTH OF 24.50 FEET; THENCE RUN N05'42'49"E FOR A DISTANCE OF 16.93 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 37.50 FEET, THROUGH A CENTRAL ANGLE OF 93'04'05" AND BEING SUBTENDED BY A CHORD OF 54.43 FEET AT A BEARING OF N52'14'52"E, FOR AN ARC LENGTH OF 60.91 FEET; THENCE RUN S81'13'05"E FOR A DISTANCE OF 99.33 FEET; THENCE RUN S08'46'55"W FOR A DISTANCE OF 26.43 FEET; THENCE RUN S85'06'03"E FOR A DISTANCE OF 584.09 FEET; THENCE RUN S88'46'54"E FOR A DISTANCE OF 66.20 FEET; THENCE RUN S77'41'47"E FOR A DISTANCE OF 68.11 FEET; THENCE RUN S84'48'34"E FOR A DISTANCE OF 239.41 FEET; THENCE RUN S00'00'58"W FOR A DISTANCE OF 124.63 FEET; THENCE RUN S83'02'18"E FOR A DISTANCE OF 115.87 FEET; THENCE RUN S00'22'35"E FOR A DISTANCE OF 108.39 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 89'54'50" AND BEING SUBTENDED BY A CHORD OF 98.92 FEET AT A BEARING OF S4434'49"W, FOR AN ARC LENGTH OF 109.85 FEET; THENCE RUN S89'28'55"W FOR A DISTANCE OF 25.42 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 129.96 FEET, THROUGH A CENTRAL ANGLE OF 80'33'19" AND BEING SUBTENDED BY A CHORD OF 168.04 FEET AT A BEARING OF S49'12'16"W, FOR AN ARC LENGTH OF 182.72 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.01 FEET, AT A BEARING OF N81'05'50"W THEREFROM, THROUGH A CENTRAL ANGLE OF 100'26'29" AND BEING SUBTENDED BY A CHORD OF 184.46 FEET AT A BEARING OF S59'07'25"W, FOR AN ARC LENGTH OF 210.39 FEET, * NOT A SURVEY DRAWN BY: DATE: 950 Encore Way DRAWING NO. G.N 7 14 2021 ■■ Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET # OF SHEET Phone: (239) 254-2000 PROJECT . 5 � Florida Certificate of 2021009 SEC-TWN-RGE: HOLE MONTES Authorization No.177z COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME 11, 12,13,14,18,24-51 S-26,27E EWNEEP.S1W[BCfMCHTM1FNM'EREISUA�"YoM 2021009 CDD2.dwg H:\8200\S-Su y\Projeds By Name Of La Ua n\FIDDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 711612021 2:42:19 PM Plotted by: GIANGNGO TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 304.19 FEET, THROUGH A CENTRAL ANGLE OF 25'25'07" AND BEING SUBTENDED BY A CHORD OF 133.85 FEET AT A BEARING OF N83'21'54"W, FOR AN ARC LENGTH OF 134.95 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 402.41 FEET, THROUGH A CENTRAL ANGLE OF 31'06'58" AND BEING SUBTENDED BY A CHORD OF 215.86 FEET AT A BEARING OF N80'30'59"W, FOR AN ARC LENGTH OF 218.54 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 325.00 FEET, AT A BEARING OF S26'06'07"W THEREFROM, THROUGH A CENTRAL ANGLE OF 30'05'59" AND BEING SUBTENDED BY A CHORD OF 168.78 FEET AT A BEARING OF N78'56'52"W, FOR AN ARC LENGTH OF 170.74 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 12'46'46" AND BEING SUBTENDED BY A CHORD OF 26.71 FEET AT A BEARING OF N87'36'29"W, FOR AN ARC LENGTH OF 26.77 FEET; THENCE RUN N81'13'05"W FOR A DISTANCE OF 160.25 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 271.68 FEET, AT A BEARING OF N07'59'05"E THEREFROM, THROUGH A CENTRAL ANGLE OF 10'56'29" AND BEING SUBTENDED BY A CHORD OF 51.80 FEET AT A BEARING OF N76'32'40"W, FOR AN ARC LENGTH OF 51.88 FEET; THENCE RUN N71'04'25"W FOR A DISTANCE OF 148.26 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, THROUGH A CENTRAL ANGLE OF 10*52,30" AND BEING SUBTENDED BY A CHORD OF 26.53 FEET AT A BEARING OF N65'38'11"W, FOR AN ARC LENGTH OF 26.57 FEET; THENCE RUN N59'32'59"W FOR A DISTANCE OF 54.85 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 96.23 FEET, AT A BEARING OF S30'22'10"W THEREFROM, THROUGH A CENTRAL ANGLE OF 10'36'19" AND BEING SUBTENDED BY A CHORD OF 17.79 FEET AT A BEARING OF N64'55'59"W, FOR AN ARC LENGTH OF 17.81 FEET; THENCE RUN N68'58'01 "W FOR A DISTANCE OF 34.68 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, AT A BEARING OF N20'06'28"E THEREFROM, THROUGH A CENTRAL ANGLE OF 08'48'42" AND BEING SUBTENDED BY A CHORD OF 21.51 FEET AT A BEARING OF N65'29'11"W, FOR AN ARC LENGTH OF 21.53 FEET; THENCE RUN N61'04'50"W FOR A DISTANCE OF 98.96 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 720.00 FEET, AT A BEARING OF N24'35'48"E THEREFROM, THROUGH A CENTRAL ANGLE OF 12'30'32" AND BEING SUBTENDED BY A CHORD OF 156.88 FEET AT A BEARING OF N59'08'56"W, FOR AN ARC LENGTH OF 157.19 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 680.00 FEET, THROUGH A CENTRAL ANGLE OF 08'27'08" AND BEING SUBTENDED BY A CHORD OF 100.22 FEET AT A BEARING OF N57'07'13"W, FOR AN ARC LENGTH OF 100.31 FEET; THENCE RUN N61'20'47"W FOR A DISTANCE OF 407.40 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 26'22'37" AND BEING SUBTENDED BY A CHORD OF 13.69 FEET AT A BEARING OF N7432'05"W, FOR AN ARC LENGTH OF 13.81 FEET; THENCE RUN S37'02'54"W FOR A DISTANCE OF 54.58 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 42.54 FEET, AT A BEARING OF N56'27'12"W THEREFROM, THROUGH A CENTRAL ANGLE OF 93,18,11" AND BEING SUBTENDED BY A CHORD OF 61.87 FEET AT A BEARING OF S80'11'54"W, FOR AN ARC LENGTH OF 69.27 FEET; THENCE RUN N53'09'01"W FOR A DISTANCE OF 119.23 FEET; THENCE RUN S78'20'56"W FOR A DISTANCE OF 65.29 FEET; THENCE RUN N70'14'37"W FOR A DISTANCE OF 40.26 FEET; THENCE RUN N54'22'13"W FOR A DISTANCE OF 64.70 FEET; THENCE RUN N33'21'25"W FOR A DISTANCE OF 23.69 FEET; THENCE RUN N75'12'12"W FOR A DISTANCE OF 33.30 FEET; THENCE RUN N76'51'10"W FOR A DISTANCE OF 26.95 FEET; THENCE RUN S43'37'46"W FOR A DISTANCE OF 161.77 FEET; THENCE RUN N90'00'00"W FOR A DISTANCE OF 26.44 FEET; THENCE RUN N48'41'19"W FOR A DISTANCE OF 62.83 FEET; THENCE RUN N14'21'59"E FOR A DISTANCE OF 47.02 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 98.35 FEET, AT A BEARING OF S50'22'32"W THEREFROM, THROUGH A CENTRAL ANGLE OF 37'51'20" AND BEING SUBTENDED BY A CHORD OF 63.81 FEET AT A BEARING OF N58'33'08"W, FOR AN ARC LENGTH OF 64.98 FEET; THENCE RUN N77'28'48"W FOR A DISTANCE OF 34.63 FEET; THENCE RUN N52'19'34"W FOR A DISTANCE OF 29.83 FEET; THENCE RUN N85'11'14"W FOR A DISTANCE OF 26.94 FEET; THENCE RUN N38'20'00"W FOR A DISTANCE OF 22.50 FEET; THENCE RUN N77'46'28"W FOR A DISTANCE OF 33.45 FEET; THENCE RUN N65'05'58"W FOR A DISTANCE OF 40.53 FEET; THENCE RUN S25'54'37"W FOR A DISTANCE OF 42.30 FEET; THENCE RUN S88'48'27"W FOR A DISTANCE OF 24.84 FEET; THENCE RUN N73'55'13"W FOR A DISTANCE OF 30.71 FEET; THENCE RUN N42'59'31"W FOR A DISTANCE OF 35.20 FEET; THENCE RUN N1424'37"W FOR A DISTANCE OF 43.32 FEET; THENCE RUN N63'10'35"W FOR A DISTANCE OF 52.78 FEET; THENCE RUN N24'20'06"W FOR A DISTANCE OF 64.72 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 247.83 FEET, AT A BEARING OF N64'50'30"E THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'50" AND BEING SUBTENDED BY A CHORD OF 73.04 FEET AT A BEARING OF N16'41'05"W, FOR AN ARC LENGTH OF 73.31 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.27 FEET, AT A BEARING OF S85'47'21 "W THEREFROM, THROUGH A CENTRAL ANGLE OF 69'00'31" AND BEING SUBTENDED BY A CHORD OF 56.95 FEET AT A BEARING OF N38'42'54"W, FOR AN ARC LENGTH OF 60.55 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 31.19 FEET, THROUGH A CENTRAL ANGLE OF 45'24'10" AND BEING SUBTENDED BY A CHORD OF 24.07 FEET AT A BEARING OF N50'31'04"W, FOR AN ARC LENGTH OF 24.71 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 75.00 FEET, THROUGH A CENTRAL ANGLE OF 33'51'50" AND BEING SUBTENDED BY A CHORD OF 43.68 FEET AT A BEARING OF N44'44'54"W, FOR AN ARC LENGTH OF 44.33 FEET; THENCE RUN N60'16'17"W FOR A DISTANCE OF 117.36 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, AT A BEARING OF S29'24'33"W THEREFROM, THROUGH A CENTRAL ANGLE OF 11'00'45" AND BEING SUBTENDED BY A CHORD OF 19.19 FEET AT A BEARING OF N66'05'49"W, FOR AN ARC LENGTH OF 19.22 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 514.31 FEET, THROUGH A CENTRAL ANGLE OF 14'23'31" AND BEING SUBTENDED BY A CHORD OF 128.85 FEET AT A BEARING OF N64'24'26"W, FOR AN ARC LENGTH OF 129.19 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 214.22 FEET, THROUGH A CENTRAL ANGLE OF 27'56'26" AND BEING SUBTENDED BY A CHORD OF 103.43 FEET AT A BEARING OF N71'10'54"W, FOR AN ARC LENGTH OF 104.47 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.88 FEET, AT A BEARING OF S05'35'05"W THEREFROM, THROUGH A CENTRAL ANGLE OF 49'55'53" AND BEING SUBTENDED BY A CHORD OF 42.95 FEET AT A BEARING OF S70'37'08"W, FOR AN ARC LENGTH OF 44.34 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 155.35 FEET, AT A BEARING OF N43'17'42"W THEREFROM, THROUGH A CENTRAL ANGLE OF 64'46'17" AND BEING SUBTENDED BY A CHORD OF 166.41 FEET AT A BEARING OF S79'05'27"W, FOR AN ARC LENGTH OF 175.61 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 52.65 FEET, THROUGH A CENTRAL ANGLE OF 44'41'17" AND BEING SUBTENDED BY A CHORD OF 40.03 FEET AT A BEARING OF N46'10'47"W, FOR AN ARC LENGTH OF 41.06 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 43.00 FEET, THROUGH A CENTRAL ANGLE OF 66'41'09" AND BEING SUBTENDED BY A CHORD OF 47.27 FEET AT A BEARING OF N57'10'43"W, FOR AN ARC LENGTH OF 50.05 FEET; THENCE RUN S89'33'28"W FOR A DISTANCE OF 185.48 FEET; * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING NO. G.N 7 14 2021 00 Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET # OF SHEET � Phone: (239) 254-2000 PROJECT 6 Florida Certificate of 2021.009 SEC-TWN-RGe HOLE MONTEs" Autnarizatian Na.1772 COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME 11,12,13,14,18,24-51S-26,27E ENGINEERSIADSC*EADIrz IPLMNERSINRu�roxs 2021009 CDD2.dwg H:\8200\S-Survey\Projects By Name Of Location\FIDDLERS\2021009 Cod Revisions\2027009 CDD2.d.g 811112021 11:03.18 AM Plotted by: TomMurphy THENCE RUN S00'29'56"E FOR A DISTANCE OF 22.52 FEET; THENCE RUN S30'23'51 "W FOR A DISTANCE OF 24.71 FEET; THENCE RUN S65'20'21 "W FOR A DISTANCE OF 59.88 FEET; THENCE RUN N79'13'24"W FOR A DISTANCE OF 47.16 FEET; THENCE RUN S69'39'07"W FOR A DISTANCE OF 76.08 FEET; THENCE RUN S77'25'16"W FOR A DISTANCE OF 77.61 FEET; THENCE RUN N86'34'08"W FOR A DISTANCE OF 36.83 FEET; THENCE RUN N69'14'10"W FOR A DISTANCE OF 32.78 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 46.94 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 11'00'24" AND BEING SUBTENDED BY A CHORD OF 23.02 FEET AT A BEARING OF S83'10'24"W, FOR AN ARC LENGTH OF 23.05 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 542.06 FEET, AT A BEARING OF S08'06'49"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'54'40" AND BEING SUBTENDED BY A CHORD OF 93.65 FEET AT A BEARING OF S76'55'52"W, FOR AN ARC LENGTH OF 93.77 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, AT A BEARING OF N19'43'47"W THEREFROM, THROUGH A CENTRAL ANGLE OF 07'23'59" AND BEING SUBTENDED BY A CHORD OF 15.49 FEET AT A BEARING OF S73'58'13"W, FOR AN ARC LENGTH OF 15.50 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 633.48 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 21'47'12" AND BEING SUBTENDED BY A CHORD OF 26.46 FEET AT A BEARING OF S88'33'48"W, FOR AN ARC LENGTH OF 26.62 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 242.08 FEET; THENCE RUN S63'50'35"W FOR A DISTANCE OF 105.72 FEET; THENCE RUN S53'26'00"W FOR A DISTANCE OF 22.75 FEET; THENCE RUN N55'15'12"W FOR A DISTANCE OF 106.68 FEET; THENCE RUN N45'28'07"W FOR A DISTANCE OF 39.52 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 399.42 FEET, AT A BEARING OF N48'07'24"W THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'44" AND BEING SUBTENDED BY A CHORD OF 117.70 FEET AT A BEARING OF N33'24'14"E, FOR AN ARC LENGTH OF 118.13 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 3855.60 FEET, THROUGH A CENTRAL ANGLE OF 01'18'19" AND BEING SUBTENDED BY A CHORD OF 87.84 FEET AT A BEARING OF N24'16'42"E, FOR AN ARC LENGTH OF 87.84 FEET; THENCE RUN N28'56'05"E FOR A DISTANCE OF 24.08 FEET; THENCE RUN N59'52'05"W FOR A DISTANCE OF 16.74 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 132.52 FEET, AT A BEARING OF N58'18'58"W THEREFROM, THROUGH A CENTRAL ANGLE OF 69'03'49" AND BEING SUBTENDED BY A CHORD OF 150.24 FEET AT A BEARING OF NO2'50'53"W, FOR AN ARC LENGTH OF 159.74 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, AT A BEARING OF N52'51'14"E THEREFROM, THROUGH A CENTRAL ANGLE OF 103'08'09" AND BEING SUBTENDED BY A CHORD OF 39.17 FEET AT A BEARING OF S88'42'50"E, FOR AN ARC LENGTH OF 45.00 FEET; THENCE RUN N41'40'21 "E FOR A DISTANCE OF 33.12 FEET; THENCE RUN N47'08'59"E FOR A DISTANCE OF 48.64 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1256.70 FEET, AT A BEARING OF S28'09'43"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'17'06" AND BEING SUBTENDED BY A CHORD OF 203.43 FEET AT A BEARING OF N66'28'50"E, FOR AN ARC LENGTH OF 203.65 FEET; THENCE RUN N00'25'53"W FOR A DISTANCE OF 2378.44 FEET; THENCE RUN N26'57'22"W FOR A DISTANCE OF 100.00 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 708.91 FEET, AT A BEARING OF N26'58'01 "W THEREFROM, THROUGH A CENTRAL ANGLE OF 15'25'19" AND BEING SUBTENDED BY A CHORD OF 190.23 FEET AT A BEARING OF S70'44'39"W, FOR AN ARC LENGTH OF 190.81 FEET; THENCE RUN N00'25'37"W FOR A DISTANCE OF 495.65 FEET; THENCE RUN N88'20'43"W FOR A DISTANCE OF 693.91 FEET; THENCE RUN N52'51'27"W FOR A DISTANCE OF 171.83 FEET; THENCE RUN S37'08'33"W FOR A DISTANCE OF 122.51 FEET; THENCE RUN N88'20'43"W FOR A DISTANCE OF 2557.48 FEET; THENCE RUN NOO'02'26"E FOR A DISTANCE OF 1389.71 FEET; THENCE RUN N88'05'43"W FOR A DISTANCE OF 590.35 FEET; THENCE RUN N01'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274.00 FEET; THENCE RUN S88'09'46"E FOR A DISTANCE OF 1374.52 FEET; THENCE RUN N01'13'54"E FOR A DISTANCE OF 1860.10 FEET; THENCE RUN S88'46'12"E FOR A DISTANCE OF 518.33 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, AT A BEARING OF N88'32'40"E THEREFROM, THROUGH A CENTRAL ANGLE OF 37'05'11" AND BEING SUBTENDED BY A CHORD OF 222.61 FEET AT A BEARING OF N17'05'16"E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE RUN N35'37'51 "E FOR A DISTANCE OF 214.87 FEET; THENCE RUN S54'21'53"E FOR A DISTANCE OF 807.97 FEET; THENCE RUN S01'00'06"W FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING. CONTAINING 898.51 ACRES, MORE OR LESS. BEARINGS REFER TO THE NORTH LINE OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AS BEING S89'55'46"E. LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10.91 ACRES, MORE OR LESS. TOTAL DESCRIBED AREA = 887.60 ACRES, MORE OR LESS. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY -6 Digitally signed by Tom Murphy �t DN: cn=Tom Murphy, o=Hole Mantes Inc., I Y ou,email=tommurphy@hmeng.com, c=US Date: 2021.09.1009:02:21-04'00' THOMAS M. MURPHY ro�P MNa6�OS, 5628 , o ': STATE OF a q. ':, FLORIDA ;•'boa, �......... . • oca. LS5628 STATE OF FLORIDA DRAWN BY: DATE: G.N 7/1 42021 SHEET # OF SHEET 7 7 SEC-TWN-RGE 1 1 , 12,13,14,18,24-51 S-26, 27E 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 LEGAL DESCRIPTION H-1646 2021 .009 COMMUNITY DEVELOPMENT DISTRICT 2 FILE NAME 2021009 CDD2.di Exhibit "G" Owner's Written Consent LANDOWNERS' CONSENT TO INCLUSION OF PROPERTIES WITHIN THE EXPANDED BOUNDARIES OF THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2 GB HIDDEN COVE, LLC, a Florida limited liability company, FCC CREEK, LLC, a Delaware limited liability company, and FCC MARSH, LLC, a Florida limited liability company (collectively, "Owners"), certify that they are collectively the owners of the real property located in Collier County, Florida and more particularly described on Exhibit "A" attached hereto and incorporated herein by reference (the "Property"). Owners understand and acknowledge that Fiddler's Creek Community Development District #2 (the "District") intends to submit a petition to amend its boundaries to Collier County in accordance with the provisions of Chapter 190 of the Florida Statutes. As landowners (as defined by Chapter 190, Florida Statutes) of lands which are intended to be added to the District, Owners understand and acknowledge that pursuant to the provisions of Section 190.046, Florida Statutes, the District is required to include the written consent of one hundred percent (100%) of the owners of the lands to be added to the District. Owners hereby consent to the inclusion of the Property in the District and agree to further execute any documentation necessary or convenient to evidence this consent and joinder during the application process for the amendment of the boundaries of the District. Owners acknowledge that this consent will remain in full force and effect until the boundaries of the District are amended, provided that if final approval of the Petition is not granted by Collier County within three (3) years from the date hereof, Owners shall have the right to withdraw this consent by delivering written notice to the District and the Board of County Commissioners of Collier County, Florida within any time thereafter, but prior to final approval of the Petition. If the Property is sold by Owners prior to final approval of the Petition, Owners further agree that Owners will provide to the next purchaser or successor in interest of all or any portion of the Property a copy of this consent form and obtain, if requested by District, the same consent in substantially this form. Owners represent and warrant that it has taken all actions and obtained all consents necessary to duly authorize the execution of this consent and joinder by the officer executing this instrument. Owners further agree to the recording of this document, if required by Collier County. (Remainder ofpage intentionally left blank. Signatures appear on nextpage.) IN WITNESS WHEREOF, I hereunto set my hand this 1 8"'�day of October, 2021. OWNERS: GB HIDDEN COVE, LLC, a Flori imited liabipl y I o any By: v Print Name: Aubrey J. Vrrao Title: Manager. Presidint and not individually STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrum�t was acknowledged before me by means of [ X ] physical presence or [__] online notarization this � day of October, 2021, by Aubrey J. Ferrao as Manager and President of GB Hidden Cove, LLC, a Florida limited liability company, on behalf of the company, who is [ X] personally known to me or [_] has produced as identification. ,VN& Notary Public State of Florida ;P Joseph Livio Parisi Notary lic My Commission GG 251771 Joseph Livio Parisi a,0,�a ex�irosoenzno2z PrintN e: My commission expires: 08/22/2022 {Signatures Continue on Next Page) Landowner's Consent to Inclusion and Exclusion of Certain Properties within the Boundaries of CDD#2 OWNERS: FCC CREEK, LLC, a Delawar limited liability co y By: V � V Print Name: rey J. F ao Title: Manager and not intlividually STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrumm; was acknowledged before me by means of [X ] physical presence or L_] online notarization this 167C day of October, 2021, by Aubrey J. Ferrao , as Manager of FCC Creek, LLC, a Delaware limited liability company, on behalf of the company, who is [_X] personally known to me or [_] has produced as identification. ,W PC& Notary Public State of Florida - 4V00-- Joseph Livio Parisi Notary P is _ My Commission GG 251771 Joseph Livio Parisi ?a a Expires OB/22i2022 Print Na e: My commission expires: 08/22/2022 (Signatures Continue on Next Page} Landowner's Consent to Inclusion and Exclusion of Certain Properties within the Boundaries of CDD#2 OWNERS: FCC MARSH, LLC, a Flori limited liab c ny By: Print Name: I Aubrey . Ferrao Title: Manager, President and not individually STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrum t was acknowledged before me by means of M physical presence or L] online notarization this day of October, 2021, by Aubrey J. Ferrao as Manager and President of FCC MARSH, LLC, a Florida limited liability company, on behalf of the company, who is [ X ] personally known to me or L] has produced as identification. y9i State of Florida Nmg?�= Parisi Notary Publi ion GG 251771Joseph Livio Parisi /2022 Print Name: My commission expires: 08/22/2022 Landowner's Consent to Inclusion and Exclusion of Certain Properties within the Boundaries of CDD#2 EXHIBIT "A" Legal Description of Property H:\820O\S—Svrvey\Projects By Name Of Locotion\FIDDLERS\2021009 Cdd Revisions\21009 Swap 01.dwg 911512021 2:46:53 PM Plotted by: Tom Murphy 0 200 400 1" 400' EiJ z J 'U Q 1�'4S "S Cr N L63 C48 C cQ> rah SO w �8 7 C49 / L L25L23C�¢ L 18 <, �s� C52 C53 L171 L14 h �.C12 L20 'S L13 2 C13 C'o SOUTH LINE SECTION 13-51-26 (BASIS OF BEARING) SOUTH LINE SFCTION 13-51-�F POINT OF COMMENCEMENT S.E. COR. SEC. 13-51-26 POINT OF COMMENCEMENT L69 (6 L67 L70 L72 S L71 c �9 FROM CDD 1 — TO CDD 2 POINT OF J c'0 L8 �/> BEGINNING 09 C8 C6 L1 C� LS — C4 C6 C5 C2 N L3 M1111Ir:S.YO101fiv W DRAWN By: DATE: 950 Encore Way DRAWING P.G. BEN 7 21 •• Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-1654 SHEET # OF SHEET Phone: (239) 254-2000 PROJE21 009 SEC-nvN-Rce Hmi Florida Certificate of HOLE MONTES Authorization No.1772 FIDDLER'S CREEK CDD TRANSFERS e No. 1 FILE NAME 13, 14, 24-51-26 ENMEEASIL DSGWEAf6XnELT3INNERSISURVE/OF5 21009 swap 01.dwg H:\820O\S-Svrvey\Projects By Name Of Locatioo\Fl0DLERS\202lO09 Cdd Revisio-\21009 Swap 01.dwg 911512021 2:46:53 PM Plotted by: Tom Murphy CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 120.01' 49°06'29" 99.74' S 84'47'25" W 102.86' C2 304.19' 25'25'07" 133.85' N 83'21'54" W 134.95' C3 402.41' 31'06'58" 215.86' N 80'30'59" W 218.54' C4 325.00' 30°05'59" 168.78' N 78'56'52" W 170.74' C5 120.00' 12'46'46" 26.71' N 87'36'29" W 26.77' C6 271.68' 10*56'29" 51.80' N 76'32'40" W 51.88' C7 140.00' 10*52'30" 26.53' N 65'38'11" W 26.57' C8 96.23' 10*36'19" 17.79' N 64'55'59" W 17.81' C9 140.00' 8'48'42" 21.51' N 65'29'11" W 21.53' C10 720.00' 12'30'32" 156.88' N 59'08'56" W 157.19' C11 680.00' 8°27'08" 100.22' N 57'07'13" W 100.31' C12 30.00' 26'22'37" 13.69' N 74'32'05" W 13.81' C 13 42.54' 93' 18' 1 1 " 61.87' S 80* 1 1 '54" W 69.27' C14 98.35' 37'51'20" 63.81' N 58'33'08" W 64.98' C15 247.83' 16'56'50" 73.04' N 16'41'05" W 73.31' C16 50.27' 69°00'31" 56.95' N 38'42'54" W 60.55' C17 31.19' 45*24'10" 24.07' N 50'31'04" W 24.71' C18 75.00' 33'51'50" 43.68' N 44'44'54" W 44.33' C19 100.00' 11'00'45" 19.19' N 66'05'49" W 19.22' C20 514.31' 14'23'31" 128.85' N 64'24'26" W 129.19' C21 214.22' 27°56'26" 103.43' N 71'10'54" W 104.47' C22 50.88' 49'55'53" 42.95' S 70'37'08" W 44.34' C23 155.35' 64*46'17" 166.41' S 79'05'27" W 175.61' C24 52.65' 44*41'17" 40.03' N 46'10'47" W 41.06' C25 43.00' 66'41'09" 47.27' N 57'10'43" W 50.05' C26 120.00' 11'00'24" 23.02' S 83'10'24" W 23.05' C27 542.06' 9'54'40" 93.65' S 76'55'52" W 93.77' C28 120.00 7'23'59" 15.49' S 73'58' 13" W 15.50' C29 70.00' 21*47'12" 26.46' S 88'33'48" W 26.62' C30 399.42' 16'56'44" 117.70' N 33*24'14" E 118.13' C31 3855.60' 1' 18' 19" 87.84' N 24' 16'42" E 87.84' C32 132.52' 69'03'49" 150.24' N 02'50'53" W 159.74' C33 25.00' 103'08'09" 39.17' S 88'42'50" E 45.00' C34 1256.70' 9'17'39" 203.63' N 66'29'07" E 203.86' C35 150.00' 43'19'39" 110.75' N 67'53'55" E 113.43' C36 200.00' 65°24'33" 216.12' N 78'56'22" E 228.32' C37 475.00' 62'10'05" 490.48' N 80'33'36" E 515.39' C38 247.67' 10*41'47" 46.17' N 54'52'29" E 46.24' C39 250.00' 24'03'36" 104.21 ' N 72' 12' 10" E 104.98' C40 700.00' 13'28'58" 164.34' N 77'29'29" E 164.72' C41 200.00' 48'41'47" 164.91' N 46'24'06" E 169.98' C42 100.00' 69'20'20" 113.77' N 56'43'22" E 121.02' C43 260.00' 60'36'37" 262.39' S 58'18'09" E 275.04' C44 500.00' 46'56'36" 398.30' S 51'28'09" E 409.66' C45 550.00' 13'06'41 " 125.58' S 68'23'07" E 125.86' C46 100.00' 54°47'04" 92.02' S 34*26'15" E 95.62' C47 10.00' 80' 16'50" 12.89' S 47' 11 '08" E 14.01 ' C48 250.00' 38°03'09" 163.00' S 68°17'59" E 166.04' C49 135.00' 71'28'36" 157.70' S 85'00'42" E 168.41' C50 137.00' 112*55'12" 228.38' S 64'17'24" E 270.00' C51 150.00, 61°29'33" 153.37' S 38°34'34" E 160.99' C52 300.00' 16'27'34" 85.89' S 77'33'08" E 86.18' C53 1 200.00' 23°47'41 " 82.46' S 73°53'04" E 83.06' * NOT A SURVEY DRAWN BY: DATE: 950 Encore Way BEN 7 21 •• Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION SHEET # OF SHEET Phone: (239) 254-2000 2 SEC-nvN-Rce 5 Florida Certificate of FIDDLER'S CREEK CDD TRANSFERS e No. 1 13, 14, 24-51-26 aiM�IuDSWEaMONTE�S Authorization No.1772 rl - 1 O: PROJECT NO. 21009 swap 01 H:\820O\S-Svrvey\Projects By Name Of Locatioo\Fl0DLERS\202lO09 Cdd Revision \21009 Swap 01.dwg 911512021 2:46:53 PM Plotted by: Tom Murphy LINE BEARING DISTANCE L1 N 88'58'58" W 344.26' L2 S 00'00'00" E 61.23' L3 N 89'56'43" E 65.73' L4 S 01'05' 16" W 47.03' L5 I N 81'13'05" W 160.25' L6 N 71'04'25" W 148.26' L7 N 59'32'59" W 54.85' L8 N 68'58'01 " W 34.68' L9 N 61'04'50" W 98.96' L10 N 61'20'47" W 407.40' L11 S 37'02'54" W 54.58' L12 N 53'09'01 " W 119.23' L13 S 78'20'56" W 65.29' L14 N 70'14'37" W 40.26' L15 N 54*22'13" W 64.70' L16 N 33'21'25" W 23.69' L17 N 75' 12' 12" W 33.30' L18 N 76*51'10" W 26.95' L19 S 43'37'46" W 161.77' L20 N 90'00'00" W 26.44' L21 N 48*41'19" W 62.83' L22 N 14'21'59" E 47.02' L23 N 77'28'48" W 34.63' L24 N 52'19'34" W 29.83' L25 N 85'11'14" W 26.94' >1Z�1:1>!�]��a:II�lA7►1 LINE BEARING DISTANCE L26 N 38'20'00" W 22.50' L27 N 77'46'28" W 33.45' L28 N 65'05'58" W 40.53' L29 S 25'54'37" W 42.30' L30 S 88'48'27" W 24.84' L31 N 73*55'13" W 30.71' L32 N 42'59'31 " W 35.20' L33 N 14'24'37" W 43.32' L34 N 63'10'35" W 52.78' L35 N 24'20'06" W 64.72' L36 N 60'16'17" W 117.36' L37 S 89'33'28" W 185.48' L38 S 00'29'56" E 22.52' L39 S 30'23'51" W 24.71' L40 S 65'20'21 " W 59.88' L41 N 79'13'24" W 47.16' L42 S 69'39'07" W 76.08' L43 S 77*25'16" W 77.61' L44 N 86'34'08" W 36.83' L45 N 69' 14' 10" W 32.78' L46 S 77*40'12" W 46.94' L47 S 77'40'12" W 633.48' L48 S 77*40'12" W 242.08' L49 S 63'50'35" W 105.72' L50 S 53'26'00" W 22.75' LINE BEARING DISTANCE L51 N 55' 15' 12" W 106.68' L52 N 45'28'07" W 39.52' L53 N 28'56'05" E 24.08' L54 N 59'52'05" W 16.74' L55 N 41'40'21 " E 33.12' L56 N 47'08'59" E 48.64' L57 S 00'25'58" E 295.91' L58 N 89'33'44" E 33.81' L59 N 84'13'58" E 169.90, L60 S 88'36'28" E 125.93' L61 S 27'59'51 " E 47.49' L62 S 07'02'43" E 40.73' L63 S 87'19'33" E 86.72' L64 N 59' 15'00" E 59.92' L65 S 61'59'14" E 667.71' L66 N 28'00'46" E 219.00' L67 S 84' 17' 11 " E 48.52' L68 N 05'42'49" E 66.04' L69 S 85'06'03" E 687.38' L70 S 88'46'54" E 66.20' L71 S 77'41'47" E 68.11' L72 S 84'48'34" E 8.27' L73 S 00'00'00" E 425.87' A PARCEL OF LAND LOCATED IN SECTIONS 13, 14 & 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN N88'58'58"W, ALONG THE SOUTH LINE OF SAID SECTION 13 FOR A DISTANCE OF 344.26 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE RUN S00'00'00"E FOR A DISTANCE OF 61.23 FEET; THENCE RUN N89'56'43"E FOR A DISTANCE OF 65.73 FEET; THENCE RUN S01'05'16"W FOR A DISTANCE OF 47.03 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.01 FEET, AT A BEARING OF N29'45'50"W THEREFROM, THROUGH A CENTRAL ANGLE OF 49'06'29" AND BEING SUBTENDED BY A CHORD OF 99.74 FEET AT A BEARING OF S84'47'25"W, FOR AN ARC LENGTH OF 102.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAIL CURVE TO THE LEFT, HAVING A RADIUS OF 304.19 FEET, THROUGH A CENTRAL ANGLE OF 25'25'07" AND BEING SUBTENDED BY A CHORD OF 133.85 FEET AT A BEARING OF N83'21'54"W, FOR AN ARC LENGTH OF 134.95 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 402.41 FEET, THROUGH A CENTRAL ANGLE OF 31'06'58" AND BEING SUBTENDED BY A CHORD OF 215.86 FEET AT A BEARING OF N80'30'59"W, FOR AN ARC LENGTH OF 218.54 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 325.00 FEET, AT A BEARING OF S26'06'07"W THEREFROM, THROUGH A CENTRAL ANGLE OF 30'05'59" AND BEING SUBTENDED BY A CHORD OF 168.78 FEET AT A BEARING OF N78'56'52"W, FOR AN ARC LENGTH OF 170.74 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 12'46'46" AND BEING SUBTENDED BY A CHORD OF 26.71 FEET AT A BEARING OF N87'36'29"W, FOR AN ARC LENGTH OF 26.77 FEET; THENCE RUN N81'13'05"W FOR A DISTANCE OF 160.25 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 271.68 FEET, AT A BEARING OF N07'59'05"E THEREFROM, THROUGH A CENTRAL ANGLE OF 10'56'29" AND BEING SUBTENDED BY A CHORD OF 51.80 FEET AT A BEARING OF N76'32'40"W, FOR AN ARC LENGTH OF 51.88 FEET; THENCE RUN N71'04'25"W FOR A DISTANCE OF 148.26 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, THROUGH A CENTRAL ANGLE OF 10'52'30" AND BEING SUBTENDED BY A CHORD OF 26.53 FEET AT A BEARING OF N65'38'11"W, FOR AN ARC LENGTH OF 26.57 FEET; THENCE RUN N59'32'59"W FOR A DISTANCE OF 54.85 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 96.23 FEET, AT A BEARING OF S30'22'10"W THEREFROM, THROUGH A CENTRAL ANGLE OF 10'36'19" AND BEING SUBTENDED BY A CHORD OF 17.79 FEET AT A BEARING OF N64'55'59"W, FOR AN ARC LENGTH OF 17.81 FEET; THENCE RUN N68'58'01 "W FOR A DISTANCE OF 34.68 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, AT A BEARING OF N20'06'28"E THEREFROM, THROUGH A CENTRAL ANGLE OF 08'48'42" AND BEING SUBTENDED BY A CHORD OF 21.51 FEET AT A BEARING OF N65'29'11"W, FOR AN ARC LENGTH OF 21.53 FEET; THENCE RUN N61'04'50"W FOR A DISTANCE OF 98.96 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 720.00 FEET, AT A BEARING OF N24'35'48"E THEREFROM, THROUGH A CENTRAL ANGLE OF 12'30'32" AND BEING SUBTENDED BY A CHORD OF 156.88 FEET AT A BEARING OF N59'08'56"W, FOR AN ARC LENGTH OF 157.19 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 680.00 FEET, THROUGH A CENTRAL ANGLE OF 08'27'08" AND BEING SUBTENDED BY A CHORD OF 100.22 FEET AT A BEARING OF N57'07'13"W, FOR AN ARC LENGTH OF 100.31 FEET; THENCE RUN N61'20'47"W FOR A DISTANCE OF 407.40 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 26'22'37" AND BEING SUBTENDED BY A CHORD OF 13.69 FEET AT A BEARING OF N74'32'05"W, FOR AN DRAWN BY: DATE: 950 Encore Way DRAWING NO. BEN 7 21 •• Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-1654 SHEET 3 OF SHEET Phone: (239) 254-2000 PROJECT 009 SEC-TWN-RGE mm;" Florida Certificate of FIDDLER'S CREEK CDD TRANSFERS - No. 1 FILE NAME HOLE MONTES Authorization No.1772 13, 14, 24-51-26 ENMEEASIL DSWEAf6XnELTsINNERSISURVE/OFs 21009 swap 01.dwg H:\820O\S-Svrvey\Projects By Name Of Locatioo\Fl0DLERS\202lO09 Cdd Revision \21009 Swap Ol.dwg 911512021 2:46:53 PM Plotted by: Tom Murphy ARC LENGTH OF 13.81 FEET; THENCE RUN S37'02'54"W FOR A DISTANCE OF 54.58 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 42.54 FEET, AT A BEARING OF N5627'12"W THEREFROM, THROUGH A CENTRAL ANGLE OF 93'18'11" AND BEING SUBTENDED BY A CHORD OF 61.87 FEET AT A BEARING OF S80'11'54"W, FOR AN ARC LENGTH OF 69.27 FEET; THENCE RUN N53'09'01"W FOR A DISTANCE OF 119.23 FEET; THENCE RUN S78'20'56"W FOR A DISTANCE OF 65.29 FEET; THENCE RUN N70'14'37"W FOR A DISTANCE OF 40.26 FEET; THENCE RUN N54'22'13"W FOR A DISTANCE OF 64.70 FEET; THENCE RUN N33'21'25"W FOR A DISTANCE OF 23.69 FEET; THENCE RUN N75'12'12"W FOR A DISTANCE OF 33.30 FEET; THENCE RUN N76'51'10"W FOR A DISTANCE OF 26.95 FEET; THENCE RUN S43'37'46"W FOR A DISTANCE OF 161.77 FEET; THENCE RUN N90'00'00"W FOR A DISTANCE OF 26.44 FEET; THENCE RUN N48'41'19"W FOR A DISTANCE OF 62.83 FEET; THENCE RUN N14'21'59"E FOR A DISTANCE OF 47.02 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 98.35 FEET, AT A BEARING OF S50'22'32"W THEREFROM, THROUGH A CENTRAL ANGLE OF 37'51'20" AND BEING SUBTENDED BY A CHORD OF 63.81 FEET AT A BEARING OF N5833'08"W, FOR AN ARC LENGTH OF 64.98 FEET; THENCE RUN N77'28'48"W FOR A DISTANCE OF 34.63 FEET; THENCE RUN N52'19'34"W FOR A DISTANCE OF 29.83 FEET; THENCE RUN N85'11'14"W FOR A DISTANCE OF 26.94 FEET; THENCE RUN N38'20'00"W FOR A DISTANCE OF 22.50 FEET; THENCE RUN N77'46'28"W FOR A DISTANCE OF 33.45 FEET; THENCE RUN N65'05'58"W FOR A DISTANCE OF 40.53 FEET; THENCE RUN S25'54'37"W FOR A DISTANCE OF 42.30 FEET; THENCE RUN S88'48'27"W FOR A DISTANCE OF 24.84 FEET; THENCE RUN N73'55'13"W FOR A DISTANCE OF 30.71 FEET; THENCE RUN N42'59'31"W FOR A DISTANCE OF 35.20 FEET; THENCE RUN N14'24'37"W FOR A DISTANCE OF 43.32 FEET; THENCE RUN N63'10'35"W FOR A DISTANCE OF 52.78 FEET; THENCE RUN N24'20'06"W FOR A DISTANCE OF 64.72 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 247.83 FEET, AT A BEARING OF N64'50'301 THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'50" AND BEING SUBTENDED BY A CHORD OF 73.04 FEET AT A BEARING OF N16'41'05"W, FOR AN ARC LENGTH OF 73.31 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.27 FEET, AT A BEARING OF S85'47'21"W THEREFROM, THROUGH A CENTRAL ANGLE OF 69'00'31" AND BEING SUBTENDED BY A CHORD OF 56.95 FEET AT A BEARING OF N38'42'54"W, FOR AN ARC LENGTH OF 60.55 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 31.19 FEET, THROUGH A CENTRAL ANGLE OF 45'24'10" AND BEING SUBTENDED BY A CHORD OF 24.07 FEET AT A BEARING OF N50'31'04"W, FOR AN ARC LENGTH OF 24.71 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 75.00 FEET, THROUGH A CENTRAL ANGLE OF 33'51'50" AND BEING SUBTENDED BY A CHORD OF 43.68 FEET AT A BEARING OF N44'44'54"W, FOR AN ARC LENGTH OF 44.33 FEET; THENCE RUN N60'16'17"W FOR A DISTANCE OF 117.36 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, AT A BEARING OF S29'24'33"W THEREFROM, THROUGH A CENTRAL ANGLE OF 11'00'45" AND BEING SUBTENDED BY A CHORD OF 19.19 FEET AT A BEARING OF N66'05'49"W, FOR AN ARC LENGTH OF 19.22 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 514.31 FEET, THROUGH A CENTRAL ANGLE OF 14'23'31" AND BEING SUBTENDED BY A CHORD OF 128.85 FEET AT A BEARING OF N64'24'26"W, FOR AN ARC LENGTH OF 129.19 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 214.22 FEET, THROUGH A CENTRAL ANGLE OF 27'56'26" AND BEING SUBTENDED BY A CHORD OF 103.43 FEET AT A BEARING OF N71'10'54"W, FOR AN ARC LENGTH OF 104.47 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.88 FEET, AT A BEARING OF S05'35'05"W THEREFROM, THROUGH A CENTRAL ANGLE OF 49'55'53" AND BEING SUBTENDED BY A CHORD OF 42.95 FEET AT A BEARING OF S7937'08"W, FOR AN ARC LENGTH OF 44.34 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 155.35 FEET, AT A BEARING OF N43'17'42"W THEREFROM, THROUGH A CENTRAL ANGLE OF 64'46'17" AND BEING SUBTENDED BY A CHORD OF 166.41 FEET AT A BEARING OF S79'05'27"W, FOR AN ARC LENGTH OF 175.61 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 52.65 FEET, THROUGH A CENTRAL ANGLE OF 44'41'17" AND BEING SUBTENDED BY A CHORD OF 40.03 FEET AT A BEARING OF N46'10'47"W, FOR AN ARC LENGTH OF 41.06 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 43.00 FEET, THROUGH A CENTRAL ANGLE OF 66'41'09" AND BEING SUBTENDED BY A CHORD OF 47.27 FEET AT A BEARING OF N57'10'43"W, FOR AN ARC LENGTH OF 50.05 FEET; THENCE RUN S89'33'28"W FOR A DISTANCE OF 185.48 FEET; THENCE RUN S00'29'56"E FOR A DISTANCE OF 22.52 FEET; THENCE RUN S30'23'51 "W FOR A DISTANCE OF 24.71 FEET; THENCE RUN S65'20'21"W FOR A DISTANCE OF 59.88 FEET; THENCE RUN N79'13'24"W FOR A DISTANCE OF 47.16 FEET; THENCE RUN S69'39'07"W FOR A DISTANCE OF 76.08 FEET; THENCE RUN S77'25'16"W FOR A DISTANCE OF 77.61 FEET; THENCE RUN N86'34'08"W FOR A DISTANCE OF 36.83 FEET; THENCE RUN N69'14'10"W FOR A DISTANCE OF 32.78 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 46.94 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 11'00'24" AND BEING SUBTENDED BY A CHORD OF 23.02 FEET AT A BEARING OF S83'10'24"W, FOR AN ARC LENGTH OF 23.05 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 542.06 FEET, AT A BEARING OF S08'06'49"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'54'40" AND BEING SUBTENDED BY A CHORD OF 93.65 FEET AT A BEARING OF S76'55'52"W, FOR AN ARC LENGTH OF 93.77 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, AT A BEARING OF N19'43'47"W THEREFROM, THROUGH A CENTRAL ANGLE OF 07'23'59" AND BEING SUBTENDED BY A CHORD OF 15.49 FEET AT A BEARING OF S73'58'13"W, FOR AN ARC LENGTH OF 15.50 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 633.48 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 21'47'12" AND BEING SUBTENDED BY A CHORD OF 26.46 FEET AT A BEARING OF S88'33'48"W, FOR AN ARC LENGTH OF 26.62 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 242.08 FEET; THENCE RUN S63'50'35"W FOR A DISTANCE OF 105.72 FEET; THENCE RUN S53'26'00"W FOR A DISTANCE OF 22.75 FEET; THENCE RUN N55'15'12"W FOR A DISTANCE OF 106.68 FEET; THENCE RUN N45'28'07"W FOR A DISTANCE OF 39.52 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 399.42 FEET, AT A BEARING OF N48'07'24"W THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'44" AND BEING SUBTENDED BY A CHORD OF 117.70 FEET AT A BEARING OF N33'24'14"E, FOR AN ARC LENGTH OF 118.13 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 3855.60 FEET, THROUGH A CENTRAL ANGLE OF 01'18'19" AND BEING SUBTENDED BY A CHORD OF 87.84 FEET AT A BEARING OF N24'16'42"E, FOR AN ARC LENGTH OF 87.84 FEET; THENCE RUN N28'56'05"E FOR A DISTANCE OF 24.08 FEET; THENCE RUN N59'52'05"W FOR A DISTANCE OF 16.74 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 132.52 FEET, AT A BEARING OF N58'18'58"W THEREFROM, THROUGH A CENTRAL ANGLE OF 69'03'49" AND BEING SUBTENDED BY A CHORD OF 150.24 FEET AT A BEARING OF NO2'50'53"W, FOR AN ARC LENGTH OF 159.74 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, AT A BEARING OF N52'51'14"E THEREFROM, THROUGH A CENTRAL ANGLE OF 103'08'09" AND BEING SUBTENDED BY A CHORD OF 39.17 FEET AT A BEARING OF S88'42'50"E, FOR AN ARC LENGTH OF 45.00 FEET; THENCE RUN N41'40'21 "E FOR A DISTANCE OF 33.12 FEET; THENCE RUN N47'08'59"E FOR A DISTANCE OF 48.64 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1256.70 FEET, AT A BEARING OF S28'09'43"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'17'39" AND BEING SUBTENDED BY A CHORD OF 203.63 * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING NO. BEN 7 21 •• Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-1654 SHEET 4 OF SHEET Phone: (239) 254-2000 PROJECT 009 SEC-TWN-RGe mm;" Florida Certificate of FIDDLER'S CREEK CDD TRANSFERS e No. 1 FILE NAME HOLE MONTES Authorization No.1772 13, 14, 24-51-26 ENMEEASIL DSWEAf6XnELTsINNERSISURVE/OFs 21009 swap 01.dwg H:\820O\S-Survey\Projects By Name Of Locotion\FIDDLERS\2021009 Cdd Revisions\21009 Swap 01.dwg 911512021 2:46:53 PM Plotted by: Tom Murphy FEET AT A BEARING OF N66'29'07"E, FOR AN ARC LENGTH OF 203.86 FEET; THENCE RUN S00'25'58"E FOR A DISTANCE OF 295.91 FEET; THENCE RUN N89.33'44"E FOR A DISTANCE OF 33.81 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 43.19'39" AND BEING SUBTENDED BY A CHORD OF 110.75 FEET AT A BEARING OF N67'53'55"E, FOR AN ARC LENGTH OF 113.43 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 65'24'33" AND BEING SUBTENDED BY A CHORD OF 216.12 FEET AT A BEARING OF N78'56'22"E, FOR AN ARC LENGTH OF 228.32 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 475.00 FEET, THROUGH A CENTRAL ANGLE OF 62'10'05" AND BEING SUBTENDED BY A CHORD OF 490.48 FEET AT A BEARING OF N80'33'36"E, FOR AN ARC LENGTH OF 515.39 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 247.67 FEET, AT A BEARING OF S40'28'24"E THEREFROM, THROUGH A CENTRAL ANGLE OF 10'41'47" AND BEING SUBTENDED BY A CHORD OF 46.17 FEET AT A BEARING OF N54'52'29"E, FOR AN ARC LENGTH OF 46.24 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 250.00 FEET, AT A BEARING OF S29'49'39"E THEREFROM, THROUGH A CENTRAL ANGLE OF 24'03'36" AND BEING SUBTENDED BY A CHORD OF 104.21 FEET AT A BEARING OF N72'12'10"E, FOR AN ARC LENGTH OF 104.98 FEET; THENCE RUN N84'13'58"E FOR A DISTANCE OF 169.90 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 700.00 FEET, THROUGH A CENTRAL ANGLE OF 13'28'58" AND BEING SUBTENDED BY A CHORD OF 164.34 FEET AT A BEARING OF N77'29'29"E, FOR AN ARC LENGTH OF 164.72 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 48'41'47" AND BEING SUBTENDED BY A CHORD OF 164.91 FEET AT A BEARING OF N46'24'06"E, FOR AN ARC LENGTH OF 169.98 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'20'20" AND BEING SUBTENDED BY A CHORD OF 113.77 FEET AT A BEARING OF N56'43'22"E, FOR AN ARC LENGTH OF 121.02 FEET; THENCE RUN S88'36'28"E FOR A DISTANCE OF 125.93 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37" AND BEING SUBTENDED BY A CHORD OF 262.39 FEET AT A BEARING OF S58.18'09"E, FOR AN ARC LENGTH OF 275.04 FEET; THENCE RUN S27'59'51 "E FOR A DISTANCE OF 47.49 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 4656'36" AND BEING SUBTENDED BY A CHORD OF 398.30 FEET AT A BEARING OF S51'28'09"E, FOR AN ARC LENGTH OF 409.66 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 550.00 FEET, THROUGH A CENTRAL ANGLE OF 13'06'41" AND BEING SUBTENDED BY A CHORD OF 125.58 FEET AT A BEARING OF S68'23'07"E, FOR AN ARC LENGTH OF 125.86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 54'47'04" AND BEING SUBTENDED BY A CHORD OF 92.02 FEET AT A BEARING OF S34'26'15"E, FOR AN ARC LENGTH OF 95.62 FEET; THENCE RUN S07'02'43"E FOR A DISTANCE OF 40.73 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 80'16'50" AND BEING SUBTENDED BY A CHORD OF 12.89 FEET AT A BEARING OF S47'11'08"E, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN S87'19'33"E FOR A DISTANCE OF 86.72 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 38'03'09" AND BEING SUBTENDED BY A CHORD OF 163.00 FEET AT A BEARING OF S68.17'59"E, FOR AN ARC LENGTH OF 166.04 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 71'28'36" AND BEING SUBTENDED BY A CHORD OF 157.70 FEET AT A BEARING OF S85'00'42"E, FOR AN ARC LENGTH OF 168.41 FEET; THENCE RUN N59'15'00"E FOR A DISTANCE OF 59.92 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 137.00 FEET, THROUGH A CENTRAL ANGLE OF 112'5512" AND BEING SUBTENDED BY A CHORD OF 228.38 FEET AT A BEARING OF S64'17'24"E, FOR AN ARC LENGTH OF 270.00 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 61'29'33" AND BEING SUBTENDED BY A CHORD OF 153.37 FEET AT A BEARING OF S38'34'34"E, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 16'27'34" AND BEING SUBTENDED BY A CHORD OF 85.89 FEET AT A BEARING OF S77'33'08"E, FOR AN ARC LENGTH OF 86.18 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41" AND BEING SUBTENDED BY A CHORD OF 82.46 FEET AT A BEARING OF S73'53'04"E, FOR AN ARC LENGTH OF 83.06 FEET; THENCE RUN S61'59'14"E FOR A DISTANCE OF 667.71 FEET; THENCE RUN N28'00'46"E FOR A DISTANCE OF 219.00 FEET; THENCE RUN S84'17'11"E FOR A DISTANCE OF 48.52 FEET; THENCE RUN N05'42'49"E FOR A DISTANCE OF 66.04 FEET; THENCE RUN S85'06'03"E FOR A DISTANCE OF 687.38 FEET; THENCE RUN S88'46'54"E FOR A DISTANCE OF 66.20 FEET; THENCE RUN S77'41'47"E FOR A DISTANCE OF 68.11 FEET; THENCE RUN S84'48'34"E FOR A DISTANCE OF 8.27 FEET; THENCE RUN SOO'00'00"E FOR A DISTANCE OF 425.87 FEET, TO THE POINT OF BEGINNING. CONTAINING 1523482.59 SQUARE FEET OR 34.97 ACRES, MORE OR LESS. BEARINGS REFER TO THE SOUTH LINE OF SECTION 13, AS BEING N88'58'58"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 DN: cn=Tom M by Tom Murphy y_ l� ou cn=Tom Murphy, o=HoleMontesg.com, Inc., ou,email=[ommurphy@hmeng.com, c=US BY Dale: 2021.09.15 14:54:13 -04'00' LS5628 THOMAS M. MURPHY STATE OF FLORIDA * NOT A SURVEY * ,01u IIE °nn,i c°��.`e�se • iV4,�j6.Ay • 5628 P 3 o STATE OF Q s • , FLORIDA f�aQ %�%••........... •� �a DRAWN BY: DATE: 950 Encore Way DRAWING NO. BEN 7 21 •• Naples, FL. 34110 SKETCH AND LEGAL DESCRIPTION H-1654 SHEET 5 OF SHEET Phone: (239) 254-2000 PROJECT 009 SEC-TWN-RGE mm;" Florida Certificate of FIDDLER'S CREEK CDD TRANSFERS e No. 1 FILE NAME HOLE MONTES Authorization No.1772 13, 14, 24-51-26 ENMEERSI vDsrrrEAKHi¢clINNNEasisuurEraas 21009 swap 01.dwg H:\8200\S-Survey\Projects By Nome Of Location\FIDDLERS\2021009 Cod Revisions\21009 Swap 02.dwg 81412021 8:09:47 AM Plotted by: Ben Nowell CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 129.96' 9°12'36" 20.87' S 13°31'54" W 20.89' C2 120.01' 51°20'00" 103.96' S 34°34'10" W 107.52' C3 70.00' 89°54'50" 98.92' S 44°34'49" W 109.85' C4 129.96' 71°20'43" 151.58' S 53°48'34" W 161.83' LINE BEARING DISTANCE L1 N 88°58'58" W 215.53' L2 N 01 °05' 16" E 47.03' L3 S 89°56'43" W 65.73' L4 N 00°00'00" W 487.10' L5 I S 84°48'34" E 231.15' L6 S 00°00'58" W 124.63' L7 S 83*02'18" E 115.87' L8 S 00°22'35" E 108.39' L9 S 89°28'55" W 25.42' L5 L7 2 C. FROM FUTURE DEV — TO CDD 2 L9 N 0 100 200 1" = 200' POINT OF COMMENCEMENT S.E. COR. SEC. 13-51-26 POINT OF COMMENCEMENT G� SOUTH LINE SECTION 13-51-26 _ L1 (BASIS OF BEARING) L3— SJ POINT OF \� �� BEGINNING LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTIONS 13 AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN N88°58'58"W ALONG THE SOUTH LINE OF SAID SECTION 13 FOR A DISTANCE OF 215.53 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED, THE SAME BEING THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 129.96 FEET, AT A BEARING OF S71°51'48"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09°12'36" AND BEING SUBTENDED BY A CHORD OF 20.87 FEET AT A BEARING OF S13°31'54"W, FOR AN ARC LENGTH OF 20.89 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.01 FEET, AT A BEARING OF N81°05'50"W THEREFROM, THROUGH A CENTRAL ANGLE OF 51°20'00" AND BEING SUBTENDED BY A CHORD OF 103.96 FEET AT A BEARING OF S34°34'10"W, FOR AN ARC LENGTH OF 107.52 FEET; THENCE RUN N01°05'16"E FOR A DISTANCE OF 47.03 FEET; THENCE RUN S89°56'43"W FOR A DISTANCE OF 65.73 FEET; THENCE RUN N00°00'00"W FOR A DISTANCE OF 487.10 FEET; THENCE RUN S84°48'34"E FOR A DISTANCE OF 231.15 FEET; THENCE RUN S00°00'58"W FOR A DISTANCE OF 124.63 FEET; THENCE RUN S83°02'18"E FOR A DISTANCE OF 115.87 FEET; THENCE RUN S00°22'35"E FOR A DISTANCE OF 108.39 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 89°54'50" AND BEING SUBTENDED BY A CHORD OF 98.92 FEET AT A BEARING OF S44°34'49"W, FOR AN ARC LENGTH OF 109.85 FEET; THENCE RUN S89°28'55"W FOR A DISTANCE OF 25.42 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 129.96 FEET, THROUGH A CENTRAL ANGLE OF 71°20'43" AND BEING SUBTENDED BY A CHORD OF 151.58 FEET AT A BEARING OF S53°48'34"W, FOR AN ARC LENGTH OF 161.83 FEET. TO THE POINT OF BEGINNING. CONTAINING 118837.59 SQUARE FEET OR 2.73 ACRES, MORE OR LESS. BEARINGS REFER TO THE SOUTH LINE OF SECTION 13, AS BEING N88°58'58"W. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY Digitally signed by Tom Murphy A, A Dm: cn-Tom Mu rphy, o-Hole Montes Inc, ou, ail=tommu rphy@.h meng.com, c=U5 Date: 2021.09.10 08:54:07-04'00' THOMAS M. MURPHY LS5628 STATE OF FLORIDA * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way BEN 121 ININ Naples, FL. 34110 SHEET # OF SHEET Phone: (239) 254-2000 1 1 ,```p�ppu11nuuq,,'. .�� se..NU�6. 5628 � • �''� o STATE OF Q s , FLORIDA ,r�Q �n,nnuu�au SKETCH AND LEGAL DESCRIPTION EC-TWN-RCE: Florida Certificate of FIDDLER'S CREEK CDD TRANSFERS — N0. 2 13, 24-c1-99 Iw"pI�LLW0.SEEAMIIECTSIRNNEPRIE N Authorization No.1772 DRAWING NO. u-1F 21009 Exhibit "G-1" Deeds of Record INSTR 5431441 OR 5417 PG 1044 RECORDED 7/19/2017 3:36 PM PAGES 19 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA DOCO.70 $1,150.10 REC $163.00 CONS $164,281.25 This insrrumenr prepared by: Mark J, Woodward, Esquire Woodward, Pires & Lombarda, PA. 3200 Tamiami Trail M, Suire 200 Naples, Florida 34103 Naples, FL 34103 Parcel ID [See al�c4d Exhibit "B "1 Documentary Stamps TW due upon recording $1,149.97*11 I"THE BENEFICIAL DWNRR OFTHE GRANTORS: FCC MARSH, LLCAND FCCPRESERVE, LLC OWNS 100% OF THE DIRECT INTEASTS IN THE GRANTEE; GB HIDDEN COVE, LLC AND THERE IS No CONSIDERATION GIVM FOR SAID TRANSFER, SO PURSUANT TO F.S. 201.02 NO DOCUMENTARY STAMP TAX IS DUE. THE LANDS CONVt YED BY FCC CREEK, LLCARE NOT ENCUMBERED BYA MORTGAGE AND THIS CONVEYANCE ONLY RESLTS IN A CHANGE IN 50%n OF THE BENEFICIAL OWNERSHIP IN SUCH LANDS. THEREFORE, DOCUWENTA,�Y STAMPS TAX DUE HEREON HAS BEEN CALCULATED BASED UPON THE PER -ACRE VALUE OF THE PROPERTIES BEING EXCHANGED ($43,750.001ACRE) MULTIPLIED BY ACTUAL ACREAGE (7.51) _ Y;HERW 562.50, MULTIPLIED BY 50% = $164,281.25 x .007 = $1,149.97 IN DOCUMENTARY STAMP TAX DN; J r' + SPECIAL .WARRANTY DEED j: This Indenture, made this J1 day ofOI7, betweenFCC P?2ESERVF LLC, a Florida limited liability company (as to Parcel 2), FCC tLC, a Florida litnited liability company (as to Parcels 1, 3, 4 and 5) and FCC CREEK, LLC, a Delalvare limited liability company (as to Parcel 6), all of 8156 Fiddler's Creek Parkway, Naples, Florida 34114, GRANTOR, and GB HIDDEN COVE, LLC, a Florida invited liability company GRANTEE, whose post office address is: 8156 Fiddler's, Cre k Parkway, Naples, FL 34114 WITNESSETH, that the Gratrtor, for and in consideration of the surri.df TEN DOLLARS, and other good and valuable considerations to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said Grantee, odnd Grantee's heirs and assigns forever, the following described land, situate, lying and being in the County of Collier, Stale of Florida, to wit: �+:- Parcel I — See Attached Exhibit A-1 — Parcel2 — See Attached Exhibit A-2 Parcel 3 — See Attached Exhibit A-3 Parcel 4 — See Attached Exhibit A-4 Parcel 5 — See Attached Exhibit A-5 Parcel 6—See Attached ExhibitA-6 SUBJECT ALSO to easements, restrictions and reservations of record, zoning and other governmental regulations, and taxes for the year 201 Z as well as the taxes and assessments imposed by the Fiddler's Creek Community District I (as to Parcel 2), and Fiddler's Creek Community District 2 (as to Parcels 1, 3, 4 and 5). And each said Grantor does hereby fully warrant the title to their respective parcels, and will defend the same against the lawful claims of all persons whomsoever, clainring by, through, or under Grantor of such parcel but against none other, SWD —Hidden Cove Page I of 5 OR 5417 PG 1045 IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and sea! the day and year first above written. Signed, sealed and delivered in the presence of Print Nance: rtirt,. L,4 a Print Name: _ Ae.'•'t�, � t r STATE OF FCC PRESERVE, LLC, a Florida limited liability company By: Aubre .I. Ferrao, a President and Chief Executive ace , and not in his individual capacity (CORPORATE SEAL) COUNTY OF fui4� The foregoing instrument was acknowledged4efare• this day a 2017, by AUBREY,1. FERRAO, as President and Chief Executive-Q&eraf FCCPRESERVE, LLC, a Florida limited liability company, on behalf of the limited liability company. -Ile is personally known to me and did take an oath. / C,7wat� Print ame: c— - — Notary Public Commission No; My Commissibn F.xlaires: -i (SEAL) WCHRPL J-'fO ARO, Nowy Pubk My Gornmission F-xpM)s February 10, 2079 E V) * � 5J SWD — Hiddetz Cove Page 2 of 5 OR 5417 PG 1046 � �' , Fl- *- 'A�- Prenr Naive: 0£r«+► a ejr Prins Name: A km&. , a ipr� FCC MARSH, LLC, a Florida limited liability company 4, By: <�7- Aubrey . Ferrero, President and Chief Executive Office , and not in his individual capacity (CORPORATE SEAL) STATE OF COUNTY OF � a � L The foregoing instrument was aekha wiedg'ed before this 0- day of � . 2017, by A UBREY I FERRAO, as President and Chief Executes. C"&er of FCC MARSH, LLQ a Florida limited liability company, on behalf of the limited liability com any. He is personally known to me and did take an oath, L Print Name: 1�06y Public Commission No. Jy,Carnrission Expires: (SEAL) . nay Commission Expires February 10, 201g Jam■ ^�� ,r, SWD — Hidden Cove Page 3 of 5 OR 5417 PG 1047 -V-�) -� Print Narvze: nr o Print Name; _- _/�1E�� ,T oa4 STATE OF COUNTY OF -005gZ'_ FCC CREEK, LLC, a Delaware limited liability company By: Aubrey . Ferrao, as Xanager, and not in his individual cap city: GBFC FCC Creek, LLC (CORPORATE SEAL ) r• I k The foregoing instrument was acknowledged l efore this day of 2017, by AUBREY I. FERRAO, as Manager of FCC CREEK LLC,m Delaware limited liability company, on behalf of the limited liability company. He is personally kno4t'',h to ttie gnd d' tak an Ih. Print Mine:. Notab? .B'dbll Commssion o,'`,. My Commission Expires:TOLAR MICHAft J. Y Cora fiery P M mission �xpjrgg F bfuary 9ub0 B+R a ¢ �f ? 6 i SWD — Hidden Cove Page 4 of 5 OR 5417 PG 1048 FCC CREEK, LLC, a Delaware limited liability company By: zdw Jong qn frorello, Manager and not in his individua capacity: Fiddler's bend Investments. LLC (CORPORATE SEAL) STATE OF Ni,'j r�_' - _ / COUNTYOF�� f; The foregoing instrument was` acA?owledged before this J. day of 2017, by JONATHAN FIORELLO, as ManagerY PCC CREEK, LLC, a Delaware limited liabildy company, on behalf of the limited liability company. HA is personally known to me did take an oa h.. J _r1 Print Name: :Notary Public %>�'e�t / `C remission No. ��`�•+ yCommission, Expires: MARLON A CLARIt „' y :Notary Public - State of New York NO. 01 CL6297367 . 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R,� � Q ��S �zF$ �.ne� $ ww ``•'w•`- v"'i.�.'�, K Er 3� $�7n rg�ti�d mew wed wF{a OL•V+t¢�W c,3o33d LL W OR 5417 PG 1059 ']M(]-A,3t1-5�1-NMO-59L-91�A3A2if15 �[N33J� S.HJIDRP-4] 3A9� N3gQIH - 991\910i A3AWIS Ile 4 p 0 I r � ) Q as - u o; m� O w kV d � � CJ � U IL 4 c cv OHN LU W $ � 'a e ! t � L ■ w i $ x x z x z x gg 7 9 BE _l . s i tu `I !■ s a r i s� s s�■ s m y,. � o � ffi x Q AT N ti ry w w •� `^ w w R w ^ �+ A w A w �. ' J _ !f'021d�A3A21f15�� n Y h D � Z I+ w o io 2� g L E02 LU ❑ 0 2 2 Q � a 3 uj Ul r c� lu co Best Available Image oR 5417 Pc 1060 DMo'n34+—s7Y7-NMo-sst-9LEA3AUnS\(M3aD s,831000 3noZ) N3COlH — 5si\sioa x3nans 133rOUd\A-3nanSVO OR 5417 PG 1061 9M0'A38 SIT-1-NM0-591-91 I v �W3 f Gf s z a 1i a — ,A InS\013380 S.010013) 3A00 N3001N - 991/910Z A3AdAS 1:3!'Oue\x3mris\:^ a C �� rn LU h a o= N 6 2=� ^U 5�S - 3 w W W 1 i 2� 3 � S ■ 3 14 6 i i'1 n n YY� C:1§4 � AV ` q - 3 � 0 � e � V 1 C ❑ 13 g / a of Apse el 6 Z b z a a a z z 95 fBZI 3.Wc�o S � w T, ilLt m i � � *** OR 5417 PG 1062 *** EXHIBIT "B " To Special Warranty Deed Parcel 1 (FCC Preserve, LLC) Parcel 1D Numbers: 00741160610 and 00741120003 Parcel 2 (FCC Xar�sh, LC) Parcel ID'NIrbers: portion of 00741160306 and + portion of 324330300026 Parcel 3. 4 and 5 {FCC MWA, LLC) Parcel ID Numbers: t707�1160306 Parcel 6 (FCC Creek, LLC) ; Parcel ID Numbers. 007461 1 0117 and portion of 00741160209 l-" f r f f � J f INSTR 5631389 OR 5567 PG 1677 RECORDED 10/31/2018 12:31 PM PAGES 3 CLERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA DOC@.70 S0.70 REC $27.00 CONS $10.00 This instrument prepared by; —� Mark J. Woodward, Esquire Woodward, Pires & Lombardo, P.A. 3200 Tandanu Trail N., Suite 200 Naples, Florida 34103 Naples, FL 34103 Parcel ID a porriert of #00741170202 Grantee's TIN#46-3915251 } l• J ,SPECIAL WARRANTY DEED This Indentanre, +Wade this 9 I day of October, 2018, behveen FC OYSTER HARBOR, LLC, a Delaware limited liability company, of 8156 Fiddler's Creek Parkway, Naples, Florida 34114, GRANTOR, and GB HIDDEN COVE, LLC, a Florida limited liability company GRANTEE, whose post office address is: 8156.Fiddler's Creek Parkway, Naples, FL 34114 WITNESSETH, that the Grantor, for and in consideration of the sum of TEN DOLLARS, and other good and valuable considerations to said Grantor in hand'paid by said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to. the said Grauee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in the County of Collier, State of Florida, to wit. PROPERTYAS MORE FULLY DESCRIBED ON ATTACHED EXHIBIT "A" SUBJECT ALSO to taxes for the year 2018, as well as the taxes and assessments imposed by the Fiddler's Creek Commtnnity District 1. r And said Grantor does hereby frilly warrant the title to said Band, and -will defend the salute against the lawful claitrts of'all persons whomsoever, claiming by, through, or under Grantor but against stone other. IN WITNESS WHEREOF, Grantor has hereu nro set Grantors hand and seal the day.and year first above writ tent. SWD- FC Oyster Harbor to GB Hidden Cove Page 1 of 2 OR 5567 PG 1678 and delivered of.- r STATE OF FLORIDA FC OYSTER HARBOR, LLC, a Delaware limited liability company By: Zk4i �tI Anthony D' ardo, as Executive, and not in his individual capacity (CORPORATE SEAL) 9-Ofl1VTY OF COLLIER ti. The foregoing instrument was ackiiowlydged of DINARDO, as Executive of FC OYSTER HARBO , i.t7, a Dela re limite of the limited liability company. He is personalty Ifnownto me anti¢ rat 20J 8, by ANTHONY � company, on behalf �rinrft�me VALERIE L. LORD 1 e Notary Public • State a! Rlorida Notary Public Commission * GG 0271 BR Commission No. az /+ Y My Comm. Expires Oct 4, 2020 p i�iy4m sSlon Ex iYES: Bonded through National katary Assn. i (SEAL) SWD- FC Oyster Harbor to GB Hidden Cove Page 2 of 2 *** OR 5567 PG 1679 **" EXHIBIT "A" Dma-iys joo-S4-gt\,uA1d s\m33aD s.u3icaLi iv tlmym - 5i16l0Z .i3AHr LL'Ld0 3 „9�O�a N � n i Z � M{ �i 1 � x{I :g INSTR 4624554 OR 4734 PG 7599 RECORDED 11/S/2011 3:04 PM PAGES 10 RE-RECORD DWIGHT E. SROCK, CLERIC OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA REC S86.50 INDX $1.00 PREPARED BY, RECORD AND RETURN TO: Patricia K. Green, Esq. Stearns Weaver Miller Weissler Alhadeff & Sitterson, P.A. 150 West Flagler Street, Suite 2200 Miami, Florida 33,130 r� INSTR 4604698 OR 4717 PG 1522 RECORDED 9/9/2011 &50 AM PAGES 58 DWIGHT E, BROCK, CLERK OF THE CIRCUIT COURT COLLIER COUNTY FLORIDA DOC@.70 50.70 REC $494.50 INDX S1.00 Consideration:: fr: N/A; See note to tax collector below i CORRECTIVE** SPECIAL WARRANTY DEED 4G41fCourse. Lakes, Driving Range THIS SPECIAL WARRANTY DEED is made and entered into as of the of day of �. 2011 by FCC PRVSERVE, LLC, a Florida limited liability company (as successor by conversion to DY Land Associates, Ltd.) whose address is 8156 Fiddler's Creek Parkway, Naples, FL 34114, and FCC MARSH, LLC, a Florida limited liability company (as successor by conversion to 951 Land'Holdings, Ltd.) whose address is 8156 Fiddler's Creek Parkway, Naples, FL 34114 (collectKely, -the "Grantor") to FCC CREEK, LLC, a Florida limited liability company, whose address is 8156 Fiddler's Creek Parkway, Naples, FL 34114 ("Grantee"). Wherever used herein, the terms "Grantor" and "Grantee" shall include all of the parties to this instrument and their successors and assigns. WITNESSE-TH: GRANTOR, for and in consideration of Ten and No/100 Dollars (S10.00) and other good and valuable consideration paid by Grantee, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained and sold, and by these presents does grant, bargain and sell, to Grantee, and Grantee's heirs, successors and assigns, the tractor parcel of land in Collier County, Florida, described in Exhibit "1"hereto (the "Propert TOGETHER with all the tenements, hereditaments, easements, interests and appurtenances belonging or in any way appertaining to the Property, TOGETHER with all buildings, fixtures and other improvements as presently located on the Property, TOGETHER with all of the Grantor's right, title and interest, if any, in and to any existing or proposed streets, roadways, alleys and/or rights of way which are adjacent to the Property. TO HAVE AND TO HOLD the same in fee simple forever_ NOTE TO TAX COLLECTOR: The conveyance evidenced hereby is a transfer made pursuant to, and as necessary to implement, the Plans confirmed under 11 U.S.C. §1129 and is exempt from Florida documentary stamp taxes pursuant to II U.S.C. §I146(a) and (e) and Rule I2B-4.014(15), F.A.C. OR 4734 PG 2600 AND EACH OF THE PARTIES COMPRISING THE GRANTOR, AS TO THAT PORTION OF THE PROPERTY WHICH IT OWNS AND NOT AS TO THE PORTION OWNED BY THE OTHER GRANTOR, hereby covenants with Grantee that Grantor is lawfully seized of the Property in fee simple; that Grantor has good right and lawful authority to sell and convey the Property; and that Grantor does hereby fully warrant the title to the Property and will defend the same against the lawful claims of all persons claiming by, through or under Grantor (other than the hereafter defined "Permitted Exceptions"). This SpeetaI-.Warranty Deed and the conveyance hereinabove set forth is executed by Grantor and acceptdd byJGrantee and is not subject to any liens or encumbrances other than those matters shown on Exhibit'_?" attached hereto (collectively, the "Permitted Exceptions"). Grantor has conveyed the Property to Grantee for fair and adequate consideration and the conveyance made by this deed -is authorized pursuant to an order of the United States Bankruptcy Court for the Middle District of Florida — Fort Myers Division ("Bankruptcy Court") entered in the bankruptcy cases of certain debtors under Chapter 11 of Title I 1 of the United States Code (the "Bankruptcy Code") jointly adrr[inistered under Case No. 10-03846, confirming those certain Second Amended Plans of Reorganization of such debtors, as modified by certain modifications thereto (collectively, the'Tlans" as such plans of reorganization may be further amended, modified or supplemented from time to time) pursuant to section 1129 of the Bankruptcy Code. SIGNATURE APPEARS ON ]VOL LOWING PAGE r ** This CORRECTIVE SPECIAL WARRANTY DEED is heldi re —recorded to include Exhibit 1"2" (the: "Permitted Exceptions") which wag inadvertently not previously attached. E OR 4734 PG 2601 IN WITNESS WHEREOF, Grantor has executed this Special Warranty Deed as of the day and year first above written. Signed, sealed and delivered in the presence of: Print Name: G'Uiy � Z . • �1�' 1 FCC PRESERVE, LLC, a Florida limited Iiability company ivv By: � Ant ony DiNardo, j& Vice President, and not in his individual capacity STATE OF FLORIDA COUNTY OF E6ttti�R $41olmi The foregoing instrument was acknowltd&d before me this -.?=? day of , 2011, by Anthony DiNardo, as Vice President of'-FC�C Preserve, LLC, a Florida limited %ability com n behaIf of the limited liability company. fle is personally known to me or presented a driver's license as identification. Notary Stamp/Seal: Notary Signature: Notary Print: NOTARY Pmuc-sTATEOFFWRMA �y Aiaritza Villar Na Public 5tate{afFlor%da =Commission #DD717392 Commission Na.: Expires: DEC.10,2011 - ISCi-Dr-0 THRU A714%`iT¢ aoxmic co, LAC My Commission Expires. �r OR 4734 PG 2602 Signed, sealed and delivered in the presence of: w A4-L,------ rint Name: W1 LtFrA m4 4S - f-(+43 d1—j STATE OF FLORIDA COUNTY O MIAMI W-j FCC MARSH, LLC, a Florida limited liability company By: AnAony, ardo, 4 Vice President, and not in his individual capacity The foregoing instrument was acknowlt-dged before me this day of , 2011, by Anthony DiNardo, as Vice President of FCC Marsh, LLC, a Florida limited 4iability cogan , on behalf of the limited liability cottipany, He is personally known to me or presented a 1 CLw driver's license as identification.. , Notary Stamp/Seat: NOTARY PMUC-STATE of FLoRMA Aiaritza Villar Commission #DD717392 y..... ' Expires: DEC.10, 2011 SDNDZD THRU ATIAN71C MNDLYG Co, LXG Notarysignature- Notary Pri rit: Y Notary Public, State of Florida Commission No.: My Commission Expires: 4 OR 4734 PG 2603 EXHIBIT "I" LEGAL DESCRIPTION The Mg4---}escriptions are fully described on Exhibit "I" to this Specia-1iWarranty Deed previously recorded at C.R. Book 4717, Page-`1522, on Pages 1527 through 1579, Public Records Collier Couutq, Tlorida. l mow: if] 154463 0 OR 4734 PG 2604 EXHIBIT "2" PERMITTED EXCEPTIONS Schedule 2 to Deed from FCC Preserve, LLC and FCC Marsh, LLC to FCC Creek. LLC OR 4734 PG 2605 Chicago Title Insurance Company order No.; 3591359 Customer Reference: Fiddlers Creek Golf Course 3 SCHEDULE 13 SECTION II EXCEPTIONS Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. 1. Taxes and assessments For the year 2008 and subsequent years, which are not yet due and payable. 2. Easement for roadway purposes more particularly set forth on deed by and between 113 Corporation, a Florida corporation, as Grantor, to Q.R. House, Jr., as Grantee, as recorded in Official Records Book 183, Page 138, Public Records of Collier County, Florida. 3. Easement for roadway purposes more particularly set forth on Deed by and between 3IB Corporation, a Florida corporation, as Grantor, to Philip N, Keyes, as Trustee, as recorded in Official Records Book 185, Page 455, Public Records of Collier County, Florida. 4. Reservation of an Easement along the East 30 feet of that portion of Section 18 as reserved on Deed by and between Evernia Corporation to A. Duda & Sons, Inc., a Florida Corporation, as recorded in Official Records Book 220, Page 699, Public Records of Collier County, Florida. 5. Ordinance No. 75-20, filed May 19, 1-05, in O.R. Book 619, Page 1177, of the Public Records of Collier County, Florida, regulating the installation of any water distribution system and waste water collection system within a public right of way or easement. 6. Ordinance No. 75-21, filed May 19, 1975, in O.R. Book 619, Page 1182, of the Public Records of Collier County, Florida, protecting certain trees within Collier County. 7. Ordinance No. 75-24, Filed May i9, 1975, in O.R. Book 619, Page 1191, of the Public Records of Collier County, Florida, regulating and restricting the creation, construction, alteration, etc., of buildings, locations, etc, 8. Resolution by the Board of County Commissioners Establishing the Immokalee Area Planning District and the Coastal Area Planning District as recorded in O.R. Book 649, Page 1239, Public Records of Collier County, Florida. 9. That certain Planned Unit Development (P.U.D.) issued by Collier County under Ordinance No, 84-4 1 (84-42) on June 12, 1984, as amended by Ordinance Nos. 88.48 and 89-34, as Issued on May 24,1988 and June 13, 1989; as amended by Ordinance No. 96-74, as issued on November 26, 1996 respectively, Collier County, Florida, and as amended. - r 10. Department of Army Permit issued under Application Number 786-0683 having. an effective date of September 29, 1983 and recorded in Official Records Book 1360, Page 1238 through 1252, recorded September 24, 1991 in Official Records Book 1650, Page 160 through 174, Public Records of Collier County, Florida 11. Easement Agreement between DeItona Corporation and Wilbur M. Christiansen, Jr., and Gary L. Dan ca, as Trustees of the WMBS&P Profit Sharing Plan and Trust, recorded in Official Records Book 1464 pages 1612-1621, of the Public Records of Collier County, Florida. C10109 ALTA Commitment (6/17/06) 7 of 12 with Florida Modifications Copyright American Load Tisle Assaceatiov. All rights reserved.7hc use ❑fthis Forth is restricted co ALTA Iiccnwes and ALTA members in good standing as� ofthe date of tse. All other uses are prohibited. Reprinted under [icense From the American Lark! Title Association OR 4734 PG 2606 L=J Chicago Tale Insurance Company order No.: 3591359 Customer ReFerente: Fiddlers Creek Golf Course 3 SCHEDULE B SECTION II EXCEPTIONS 12. Hotel Restriction Agreement dated November 9, 1989 between The Deltona Corporation and City National Bank of Florida, as Trustee recorded November 16, 1989 in Official Records Book 1484, Page 1724 through 1745, Public Records of Collier County, Florida. 13. Notfce of Adoption of Development Order for Unit 30, Isle of Capri Commercial and Key Marco (Horr's Island) and part of Marco Shores Planned Unit Development located in Sections 11, 14, 22, 23, 24 and 33, Township 41 South, Range 26 East and Sections 14, 15, 21, 22, 23, 26 and 28, Township 52 South, Range 26 East, Collier County, Florida, executed by Robert L. Weintraub, Esquire, States Department Order recorded in Official Records Book 1S05, Page 1728 through 1782 and Amendment in Resolution 89-149, recorded in Official Records Book 1S05, Page 1795 through 1803, Resolution 88417 recorded in Official Records Book 1505, Page 2348 through 2351 "shall not constitute a lien, cloud, or encumbrance on any real property, or actual constructive notice of any of the same", recorded March 21, 1990 in Official Records Book 1514, Page746 through 760 and amendment recorded in Official Records Book 2774 page 3254, all Public Records of Collier County, Florida, as further amended. 14. Memorandum of Agreement dated February 6, 1996 by and between GB 100, Inc., a Florida Corporation and Parcel 2, Inc., a Florida Corporation, jointly doing business as a Florida general partnership known as 951 Land Holdings Joint Venture (now known as 951 Land Holdings Ltd.) and the Board of County Commissioners of Collier County, Florida, as recorded February 29, 1996 in O.R. Book 2153, Pages 812- 818, Public Records of Coilier County, Florida: 15. Polling Place Agreement by and between Supervisor of Elections and 951 Land Holdings Joint Venture, a Florida general partnership, dated March 27, 1996' recorded April 10, 1996 in Official Records Book 2169, Page 1177, Public Records of Collier County, Florida. 16. Final Judgment Fled in Case No_ 96-3097 Fiddler' s.Creek Community Development District vs. The State of Florida, et al, for validating District Special Assessment Revenue Bonds, Case No. 96-3097-CA- 001- TB, recorded October 16, 1996 in O.R. Book 2239, Page 1896, Public Records of Collier County, Florida. CDD assessment collected on Real Property Tax Bill. 17. Aviation Easement by and between GB 100, Inc., a Florida Corporation and Parcel 2, Inc., a Florida Corporation, d/b/a 951 Land Holdings Joint Venture as grantor to Collier County and the Collier County Airport Authority as Grantee, as recorded in Official Records Book 2242, Page 2307, Public Records of Collier County, Florida. 18. Notice of Adoption of Development Order recorded in Official Records Book 2274 page 2129, and Notification of the Adoption of a Development Order Amendment recorded in Official Records Book 2774 page 3254, Public Records of Collier County, Florida. 19.Agreement to Assign Reservations and Dedications recorded in Official Records Book 2285 page 1561 Public Records of Collier County, Florida. 2 0. Tern po ra ry Access and Drainage Easement recorded in O.R. Book 2734, Page 107, Public Records of Collier County, Florida. 21. Notification of the Adoption of a Development Order Amendment recorded in Official Records Book 2774 page 3254 Public Records of Collier County, Florida. C1k109 ALTA Commitment {6117106j 8 of 12 with Florida hSodifitations Copyright Arnerirtln Land Title AIto 6AIion. All rights reserved. The usr or this Form is ee5tncted to ALTA Iiccnsces and ALTA members in good standing as of the dtrtc of uSr All oth-r uses are prohibited Reprinted under Iiccrise from 1he American Land Titie Assoc tatnon y OR 4734 PG 2607 * Chicago Tifle Insurance Company Order No.: 3591359 Customer Reference: Fiddlers Creek Golf Course 3 SCHEDULE B SECTION II EXCEPTIONS 22.Drainage Easement(s) granted to Fiddlers Creek Community Development District, retarded in Official Records Book 3174 page 318, of the Public Records of Collier County, Florida. 23. Drainage Easement(s) granted to FC Golf, Ltd, recorded in Official Records Book 3174 page 345, of the Public Records of Collier County, Florida. 24. Ingress and Egress Tunnel and Cart Path Easements granted to Fiddlers Creek Community Development District, recorded in Official Records Book 3174 page 372, of the Public Records of Collier County, Florida, 25. Nonexclusive Ingress, Egress and Utility Easements by and between 951 Land Holdings, Ltd., as Grantor and FC Golf, Ltd., as Grantee, recorded in ❑.R. Book 3174, Page 405, Public Records of Collier County, Florida. 26. Nonexclusive Golf Course Ingress and Egress Easements granted to FC Golf, Ltd, recorded in Official Records Book 3174 page 429, of the Public Records of Collier County, Florida. 27. Nonexclusive Golf Ball Flight Easements granted to FC Golf, Ltd, recorded in Official Records Book 3174 page 457, of the Public Records of Collier County, Florida. 28. Notice of Establishment of Fiddler's Creek Community Dev. District #2 recorded in Official Records Book 3174, Page 3473, of the Public Records of Collier County, Florida. 29. Amended and Restated Temporary Construction Access and Drainage Easement by and between 951 Land Holdings, Ltd., GB Peninsula, Ltd., and DY. Land Associates, Ltd., as Grantor and Board of County Commissioners, Collier County, Florida, and Fiddlers Creek Community Development District, as Grantee, recorded in 0. R. Book 3287, Page 2464, and re -recorded in D.R. Book 3494, Page 20S3, all of the Public Records of Collier County, Florida. 30. Agreement to Assign Reservations and Dedicate and/or convey recorded in Official Records Book 3315, Page 2999, Public Records of Collier County, Florida. 31. Grant of temporary construction and access easement recorded in Official Records Book 3323, Page 875, Public Records of Collier County, Florida. 32. Environmental Resource permit notice recorded in Official Records Boole 4034, Page 1613, of the Public Records of Collier County, Florida. 33. Grant of Temporary Construction and Access Easement recorded in 0. R. $06k.4148, Page 2432, Public Records of Collier County, Florida. 34. Easement granted to Florida Power & Light Company recorded in Official Records Book 4217, Page 911, Public Records of Collier County, Florida. 35. Environmental Resource permit notice recorded in Official Records Book 4281, Page 3868, of the Public Records of Coiner County, Florida. 36. Assignment and Assumption of Rights and Interests by and between 951 Land Holdings, Ltd., a Florida limited partnership, GBFC Development, Ltd., a Florida limited partnership and DY Land Associates Ltd., ALTA Commitment (6/17/06) C10109 9 of 12 fwith Florida Modifications) Copyright Amrrie:rs Und Tiife Assotistnon. Ati rights resen ed. The use of this Fo:m is restriered TO ALTA licensees and ALTA memNrs in good stand rng as of the date 0Fuse All other u> is are prohibited Reprinted under luease from the Ameri[zn Land Title Association *** DR 4734 PG 2608 *** I Chicago Title Insurance Compan) Order No.: 3591359 Customer Reference: ,Fiddlers Creek Golf Course 3 SCHEDULE B SECTION II EXCEPTIONS a Florida limited partnership, Assignor, and DY Land Associates 1I, LLC, a Florida limited liability company, by instrument recorded in D.R. Book 4362, Page 2617, Public Records of Collier County, Florida. 37. Notice of Assignment and Assumption Rights by and between 951 Land Holdings, Ltd., a Florida limited Partnership, GBFC Development, Ltd., a Florida limited partnership and DY Land Associates Ltd., a Florida limited partnership, Assignor, and DY Land Associates 11, LLC, a Florida limited liability company, by instrument recorded. in 0.R. Book 4362, page 2689, Public Records ❑r Cal lier County, Florida. 38. Terms and provisions contained in Grant of Nonexclusive Ingress and Egress Easement dated May 16, 2008 and recorded in Official -Record Book 4362, page 2796, Public Records of Collier County, Florida. 39. Terms and provisions contained in Grant of Nonexclusive Utility Easement dated May 16, 2008 and recorded in Official Record Book 4362, page 2864, Public Records of Collier County, Florida. 40. Terms and provisions contained. in Grant of Nonexclusive Drainage and Access Easement dated May 16,2008 and recorded in Official Record Book 4362, page 2933, Public Records of Collier County, Florida. 41. Declaration of Density Allocation recorded in Official Records Book 4362 age 2990, Public Records of Collier County, Florida, 42. Notice of Assignment and Assumption Rights by and between 951 Land Holdings, Ltd., a Florida limited partnership, DY Land Associates Ltd., a Florida limited partnership and GBFC Development, Ltd., a Florida limited partnership, Assignor, and FCC Commercial, LLC, a Florida limited liability company, by instrument recorded in Q.R. Book 4362, page 3390, Public Records of Collier County, Florida. 43. Notice of Assignment and Assumption Rights by ar-d between 951 Land Holdings, Ltd., a Florida limited partnership, DY Land Associates Ltd., a Florida limited partnership and GBFC Development, Ltd., a Florida limited partnership, Assignor, and FC Parcel 73, LLC, a Florida limited liability company, by instrument recorded in O.R. Book 4362, page 3488, Public Records of Collier County, Florida. 44. Resolution 2010-168 pertaining to Solid Waste Municipal Service Benefit Unit, Service District No. i recorded in Official Records Book 4610 page 2307, Public Records of Collier County, Florida, 45. Terms, covenants, conditions and other matters contained in the tJnrlecorded Lease between DY Land Associates, Ltd. and Gargiulo P.R., Inc. dated March 18, 1999 as modified and amended and all rights thereunder of the Lessee(s) and of any person claiming by, through or under the Lessees), as tenants without any purchase options, rights of first offer or first refusal to purchase. 46. Any consequences resulting from an appeal being filed to the Order Confirming Second Amended Plan of Reorganization entered in Jointly Administered Case No. 10-bk-03846-ALP, ; r NOTE: All recording references in this corn m i tment/poli cy shalt refer to the public recoFcFs of Collier County, Florida, unless otherwise noted. C10109 ALTA Commitment (6/17/06) 10 of 12 with Florida Modifications Caryright American Land Title Assoc isripn. A11 rights resen ed. The use orihis Form 15 restncted to ALTA licensees and ALTA members in good startdtng as oflhc date of i= All othct uses are prohibited Rerrinted under IteMe from the Americrn Land Tore Assec41ion t, INSTR 5003233 OR 5054 PG 2002 RECORDED 7/2/2014 4:44 PM PAGES 10 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA DOC@.70 $8,463.00 REC $86.50 CONS $1,209,000.00 This instrument prepared by: MarkJ. Moodward, Esquire Moodward, Pires & Lombardo, P.A. 3200 Tamiami Trail N., Suite 200 Naples, Florida 34103 Naples, FL 34103 (Oyster Harbor Village) Parcel ID a portion of #763881003 and #741160102 Grantee's TIN#45-2960343 SPECIAL WARRANTY DEED This Indenture, madehis ') day of �J1% , 2014, beht�een FCC PRESERVE, LLC, a Florida limited liability comp , 0 8156 Fiddler's Creek Parlavay, Naples, Florida 34114, GRANTOR, and FCC�'�EEK, LLC, a Delaware limited liability company GRANTEE, whose post office address is: 8156 Fiddler's Creek Parkway, Naples, FL 34114 WITNESSETH, that the Grantor, }or and in consideration of the sum of TEN DOLLARS, and other good and valuable considerations to said, ?74htgr in hand paid by said Grantee, the receipt whereof is hereby acknowledged, has granted, bargain d an sold to the said Grantee, and Grantee's heirs and assigns forever, the following described land, sihtate'lying and being in the County of Collier, State of Florida, to wit: °. 01 PARCELS F, G,1 AND KAS MOREULL DESCRIBED ONATTACHED EXHIBIT "A " SUBJECT ALSO to taxes for the year 2014, as'i Zell t e, taxes and assessments imposed by the Fiddler's Creek Community District 2. And said Grantor does hereby fdly warrant the title lawful claims of all persons whomsoever, claiming by, IN WITNESS WHEREOF, Grantor has hereunto set written. Signed, sealed and delivered in the presence of Print Name: ' g-%Na; S m Vte - STATE OF VCMIQ()-� COUNTY OF tom" FCC PRI company 0 and trill defend the same against the tinder Grantor but against none other. seal the day and year first above C, a Florida limited liability J. Ferrao, individual capacity >nt and Chief not in his (CORPORATE SEAL) The foregoing instrument was acknowledged before this day ofMlle, 2014, by AVBREYJ. FERRAO, as President and`ChiefExecutive Officer of FCC PRESERVE, LLC, a Florida limited liability company, on behalf of the limited `habihty cop ipanp _ He,is personally known to me and did take an oath. `;;� �t.• :��3, �. Print Name: j A R )� oS Notary Public BRITTANY . SHELDRICK, Notary Public r" • { 8 `�� r.:_ M Commission Expires February 10, 2015 Commission No. Y P rY :r' U 131 `<' s. .� My. Commission Expires: 37 (SEAL) F.IUSEILSItiAA'DAIFIDDLEIZSIOpsrerNarli�Jfj(F/P3Erveto'FCG[ reek=6`23-/4.docx OR 5054 PG 2003 Exhibit "A" Page 1 of 9 OMa*a3n003—ce—c t w3\a3n003\,k3nans\O3 diONdis3 — ce\C L Oz QA3jns i33rO2Jd\,13n2ins\:O to LLJ 2 O Q Lj pOL,]��2 W �s O O OVLJu Qm�ULLIOO U p W��eL2u�0 LL C) F 4 L` ti LWi) � Ln Q U~W rn O 0 0 p U N�� LL1 W ')OLuOQ 2J LJ Leal 2� 0 W �UW Op0 O� 2 N Q�U j (~i)N W G)(n Q J O� J O ti 2 i 2 � pO W m Lu ti U41 cr --jQjW Q vl WO W Z �QQQ�LoO �W Ia j O Wc) ZLnO ��O�O�O -Z e�0 41 W � 3 Z LLl c)~ti U CL LLj Ln Z Q ti ~QQ�3Jj tAj P— C9 W� ODU? O 3 ~� O LLJ O O LU Ln . LLB LLB U�LZLLLtotiti4Ui �c, ULnW Ln (,)WOp O m OQ c) N L2uoNUjW2L` ^QJO O 2 0'� C) W ti LuW O 220 e�OZC')LoLn? ` 2JW~ZLOL�a Lu Ft-O U 2 U 2 Q n O W J ? 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[p � u v Y U Z N j o U U WLL z c� a0 } N M m m LL, LL U U w m ui aq U U LU/1 LL L=/1 OR 5054 PG 2004 Exhibit "All Page 2 of 9 oMa'aln003-L8-� 1 W3\aln003\A3nans\O3 VIONVIS3 - L2\�7 I OZ k3A8ns-mroHd\A3nans\:n & N c �- j m W o J Q p N In m W W 3 Z O r Cc M OOP W V y I"' 2 N^ N O (oW J W Q N ry o CLI) m , , — m o03 Q N 2�o Ia- Q v' J Lu _z �- 1I L:1 1 W CZ,N o W `� J J J In � � 2 0 ? cy � o LLl W 20 U x r 3 2IL 0 2 Q U) CL� L') o duo W o 00 tL J oLil Z zip W OO � cr. ... N � adO4 Q CL 0 LLJ Lu (5,519 ONIS�39) � O O cli 17 v W Cc UZ� O q q 'C V O 6CC. 2 q CV V C C C L _ C U V V Ln O O O F CD O CG _ V . ITS 7 L]cz C c� o N � O V � c � c � m . •- ' J O = U N O U II W U LL Z LL N N N m m O W ZLULU U � Q ~ W W K m O U O' N O li N OR 5054 PG 2005 Exhibit "A" Page 3 of 9 oMO'a-lnoo3—L2-�1W3\O-lnoo3\,k3nans\o3 vIDNvis3 - L2\�IOZ UMns lo3road\viva\iwa\N Y o � OZO � Z22 tv o O �� aC Q o Pao W j p L � J W zi n0�p ' Z Z Q ry � W taJ ` n taJ Q i W � 0 cr U' Z 0 aQpZ O -0 Ucr U 2 O� L Q J J 0 O Z u, a Y O taJ O YaOW CO v Izi Z Q '7LAJ NO W 4 1, t P, r ��O J OU tiU W Q ac o o J"� 2 W�p~QtiWQtiU� U4W< �oG^ �O J2 to J20 W J O O tl Z tiJ tyJ tj v) tyJ (/) Z Q V) Uti0 ~iU �� ti ~JtiQ4J c c 2 3 U o L v) (n W top 2 U� v 2'r =� O tLi e to o 2 Q U LLJtititaJpOQ OQU2CL�"� OQ Q� W ^ J m J U Q O LQ cr-O J N ;. cL CZ v 7 U ^�� v��(iQ pQmtuQ UvWrn 2 In �0o4JOW �L'iL'i � W U W O U to p W cP c C J Jcz 00 U �ti0 02t�0('^ O^ OL4:(:) I, ti Q U �O�Qv v r� 242i2? 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O I 00 J Q M O N O �� "K 2co~OQ rt�•JOYQo�UnJ Q~ O W J N O w 2 0 ~ O O w O O W O O c v WO UOO UOO�oUhOUz 2 2 U2Utu' Q Q Z 2U2 > > �? �j�� W jW C� n�:4- !14`+jwOQ 2 m p ui z U- Lu 0 W OO Otu =24� ti IN 13 tiOQ Jttl O y O Q m U U 2 Z tiZO'ZI 00 Q C) LO LO n O Uco U U U W ui Jri 2 m U Q A = O U N O U-U) OR 5054 PG 2006 Exhibit "A" Page 4 of 9 9M0'0�n00d—LS—£lWd\0�n00d\�3nans\�� dIDNbls3 — L2VLOZ JJAnjns L03r02Jd\V.LV0\LNJV a Uj 16 Q O O Z • M o N O L.a 0 LO W .--F � Wow W W Ll LO mWo .--i N p LU W o W �p Z o �-.J 2� WQF WUm W V V El O A to to 2 ' ellO W «- Z:eZI Uzi a a 0 a �U ct Q J Z vapaoa ~ � U L5 �:•, � J m 0 B. � V N u CZ 0 c. C: • O o j O cn '„� •ram C o Li 1ST � .- � • ti Ch C Gn u � C h Coh U I ~ G. In N O oc � Z7 v tv c 17 V (S/svG 0N1Nd39) 3 93,0Z.0 N m (� m ❑ b o') p N y' p 7 U o N U o LL W LL N m W mLd m p 0 O ZLL = m F.-- o W W N 0 U (UA LL oo�a U rn � v '� � b Z W � W � 3 h m . 0 O� v N v v � 2 n h h W U � � � J � O O a U 2 v ,a � � eo � � W b � N N N N N .� j U U U U U U W 2 ~ � O a h ^ � O � O �O O � b J m W W W W W 3 W� O O� h W h Z m O O�� n � � 2 J J J J a J �n J b J OR 5054 PG 2007 Exhibit "A" Page 5 of 9 0Mo'olnoo3—LS—�7 L W3\olnZ)03\A3AanS\Z)3 VIDNdls3 — Z 2V I z k3AHns 1m3roH Avldn\ L N AN 4 b ti W Y Jg Q�Q � tn= ¢¢ L p O Q Q N _ O a co 2� cscOi�OV � � vi �� W Q p ? 2ij a O � LU o �Q u W O co Q QC uc 002 y i O W W a O W -Coe o U� 2� 2 Q " m ti � V' O W 2, O 4' W J O �U =Y' v O �2 W U�2 p�Q� ��D vc CC 1� lu �U : - V � W W CD ,��r- o i �^ v Q: (n (n LO � a, J LC ? v� �. vim. O v IZO InO D v a v v Or °" V ^� Z Ln O C V c SOW �L, �K cc) � g � `o O c,\n 2j�� 'S022�Orn C • Q O N V Q Q)� o O 22 Ov b N cOi,N0Ln 0 2QOQQ�� A, L LAJ � i ~ �u � 2 2 LLj cr c 2 SOW V �U�NOO i U G1,cz 2022 �QQ�: WW2 cc Ln o N Z 2W V2 �I-: ON!nj2C� co • 12) �� k,iu~ OOQW IT �� L � �O�O pOLC�NZLLJ �O `" • W WU L'i cVQ ~W t2i,? Ln QL 0 o Ott `c OAS NO�� LL,0�22LW~ css Z � 2 O 2 pQ 2� m~ O W �] • t` �1-ZL2 �QWC O LQ OQ W O� vlL�~�� v 2 0 2 2 Q O O co c Li UfUW 200n��rn v,m QQm Z ri jOp �o v 2U �2cnLL. Qcn cave CDC �. 00 pQ� SWQO 2�o2pL'i �` ? r I^ O� OZ�� OjvQ: Q W V y M Q.J� �WQ� �UviO�2Q� Q �OV 4,Q0�20�2� Q W N �1vZ22� U'' J O Q LIiLi OLQoaLL, m�Z32Q � n Y o � z R o CQZa) L" O O P -j W LL w u0 ��L �U� �2�` 2 � iL: o Q��WJa c W 9 c� cr Z S WWQWV?° 2 m o o Z Qm COiOU�.; �zm�Q�vQicOo OU Q Y O w K S m U Q J 2 U N li lA OR 5054 PG 2008 Exhibit "A" Page 6 of 9 0M0'Oln003-LS-�lW3\Oln003\A3A8nS\O3 VIONVIS3 - LS\�LOZ K3MnS i-)-;rnH,4\didn\tVYA U U 2 co O ko Q Z c W o N m4) W o N w W h h O Z m COLLI 2 W 41 O IZ ISK U W U �O uij Q v J Q. UQ _ Q U) W ct 13 a h rnLLI v N� Y � O Q U 2 W ^ LO rn p Q a h a � W U 2 w J �¢. m Q N � >zo D f!J Q.)M Z N C . .. W o p . N N C14 1-� Qj cr O O W c C U c c J O Q O cv c C)La �} r� N C m a N fJ U Q U, v) :7 • O Gj b � F -x _ Z W • n O c � J 7 v; •F" (7cz 0 1 � � c a� V: c 1�1 N v o � o o cu o c CD ': _ �LZ O a 4, LO - W c Lz nn ce 0= m�2 QUO (� O N N `o IN U1U li U N WN!QC� aa0a CO CO W p 0 Z U. C�lJ O ~ Q Q W 2 m U Q J 2 O U U)O N OR 5054 PG 2009 Exhibit "A" Page 7 of 9 onna,a-inoo3—c2—�Lw3\a-inZ)Z)3\.13A2ins\o3 VIONd1S3 — LR\S'Ln7. A3ANnq m-4rn)4a\i-4A,4nc\:n ZE C a q � b Ys w 2 icz -O W v ti O Q W ��a S O C) o 2 z oho"' W N Z p Q Z Q 2lO�ti o W = O > Oo` N��IZ" c W' W L� W Z' v i W U W� ro _j O W O 2 � C-,L Q Z h i U 2 W Q >- cL O U O oa Wo10 Q o W �= U o c' iz o w i W v' Wow Y O O � 0 CL 2 u LZ aD p O LIj e m.,ti ti IN O m 0 W Z �L N� "iO�Ss (n �a � �'vti �a�� Q `Q '?� �� a J."Oi O� 0 v= y N C W j266g�U��0��0�+�zCOiaO�ip� v:OGc. 6; J N O. W� �CgS �o in ^� W ` n tVco ry�iL-j "T „+'C. �,' 4� cc c — C tl• laJ a N, In ry .� W _ G Cr L cu c o I�joQ �„, s• �o WoLEI S L �ryL"U�e� QQLEI�v cm C C Lj a� cdQz �8 z Lj CS cD Fd . cD cD O W W � r0� V o0i • C C i?4 �0�6��S O�F++, h�Q tV of Ll re ry��Un �.ryQQU O�j Q Q Q W LL S W (� S a+ N LL �++ t�j �• a 2 8 �6 vjvg l'�� pw�2Q lry� 2Q 2Q 1��+ a Y O Lu F N6��N�tiO�n "S r�c600��N�60 W to H lil W U LL OR 5054 PG 2010 Exhibit "A" Page 8 of 9 OMa*a-in003—ca—ciw3\a-ln003\,i3nans\03 VIONvls3 — ca\CLOz k3AHns 103r08d\,k3A8ns\:0 I � f 1 1 1 26„ �A� 792•�8 1 S 22.43 1 1 1 W ° o h o h J m 4i 3 3 W W 3 W Q 0 0 W Z Ln m rn rn ° rn° J Ln 2 2 2 2 2 2 2 J J N J h J v J rn J J J j Q ti Z h a h � 2 W 1 2 w 1� U �uj W 1N 2 W V co �2Q ��z LLJ°0 2 w aI16 L O oLi I O cn O O � 'n o _Zc b_ 7 O N C) p O - or p V N Z " W J ' .�' ,v" J ... cn r C/: Cz �• q 5 • U ..a i.� 00 (� 41 '. N O^^ O N L C czi Li j moo a" o000 `� c C • rz O Lo' 0 � � 1 �~ C c v c L^ Ci O r U o C4 1�1 N W v LnO c� C i t,7 O ` C `O� dOO 2?m 4ZW QUO f r, fig`?& Om� Ln 1-'i-�-d 2 �i O O -� -I v -jLU th v O 4J O O V Q U. n Z LL N _ c) co Q. } N A �c m m ❑ wo LL Z Y O Cd 'W v ui w ❑ U 0' O 1i V *** OR 5054 PG 2011 *** Exhibit "A" Page 9 of 9 0MO'Olf oo.d—LB-C t Wd\OlnDD.d\A3AaJnS\0d VIONVIS3 — L8\C t OZ k3NJnS 1D3f 02id\Jk3A2if1S\:0 11J W Jco W Z ti O a to O 0 0LO b h a O n 3 Lu 3 Lu O) h N F- Z W h Z m n N CO J 2 2 cOLQ 2 Z b n J h v v v v Q � W J m O ` � > O h b N Q N b O vOj w� U V N a O p N b b h of 41 v b N h a N O N N O O a b v q j J C> U U U U U U U U W Y � O U U m �mW Y 2 22�� cL W OJQ U v aaoa E eo eo � U O U n c c O r O CC � C � ccz U c_ 'U C C c9 F- • L Dwight E. Brock Clerk of Courts ounlvyof'CoIIier CLERK O' `-TIDE CIRCUIT COURT COLLIER COUNTY CO*THOUSE Clerk of Courts 3301 TAMIAMI TRAM, EAST P.O. B(* 413044., Accountant NAPLES, FLORA 34141-3044 Auditor 1 1 Custodian of County Funds \ -Y NOTICE OF CORRECTION NOTICE THAT A PAGES OF A DOCUMENT/ACTUALLY REC ERROR AS PA61E-N'pWBERS FILE NUMBER (8 Il�/`A ¢ CONSEQUENTLY,`TH18 WT PUBLIC RECORDS INS (`RpE INTERESTED THAT THE & FILE NUMBER (S) IS VO-I" NOT BE REUSED IN THIS O INCORRECT PAGE COUNT ORDED WAS DONE SO IN (S) 2012 ALSO ICE IS INSERTED IN THE R TO ADVISE THOSE )YE MENTIONED PAGES (S) ►fD THE NUMBER (S) WILL FFICiAL RECORD BOOK. INSERTED IN OFFIC14-RECORD BOOK 5054 AT PAGE,(. 4012 BY DIRECTION OF THE CLERK,xF THE CIRCUIT COURT THIS �4 DAY OF JULY, 2014. e a DWI T E. BRO LERK Vr ��RCUIT (�OURT � - GI a i ERUTY CL RK " "f INSTR 5003234 OR 5054 PG 2013 RECORDED 7/2/2014 4:44 PM PAGES 5 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA DOC@.70 $490.00 REC $44.00 CONS $70,000.00 This instrument prepared by: MarkJ. Wooditard, Esquire Woodward, Pires & Lombardo, P.A. 3200 Tamiami Trail N., Suite 200 Naples, Florida 34103 Naples, FL 34103 (Oyster Harbor Village) Parcel ID a portion of #741160209 and #741160306 Grantee's TIN#45-2960343 SPECIAL WARRANTY DEED .. This Indenture, road s „r day of �� , 2014, behveen FCCMARSH, LLC, a Florida limited liability company; `of W6 Fiddler's Creek Par way, Naples, Florida 34114, GRANTOR, and 1 CC.nEK, LLC, a Delaware limited liability company GRANTEE, whose post office address is: 8156 Fiddler's Creek Parkway, Naples, FL 34114 WVITNESSETH, that the Grantor, for and in consideration of the sum of TEN DOLLARS, and other good and valuable considerations to shid,Grantgr in hand paid by said Grantee, the receipt whereof is hereby d acknowledged, has granted, bargainanal sold to the said Grantee, and Grantee's heirs and assigns forever, the following described land,cate,, `tying and being in the County of Collier, State of Florida, to wit: > PARCELS B AND D AS MORE SUBJECT ALSO to taxes for the year 2014, as` yell Creek Community District 2. And said Grantor does hereby fdly it -arrant the title lattf tl claims of all persons whomsoever, claiming by, IN WITNESS TVHEREOF, Grantor has hereunto set C. written. Signed, sealed and delivered in the presence of I W WAVA wly'Aw -j rp- Print Name: 10¢.,n r -� V'o �- STATE OF V ermoni COUNTY OF r ONATTACHED EXHIBIT "A " taxes and assessments imposed by the Fiddler's and trill defend the same against the under Grantor bttt against none other. seal the day and year first above FCC MARS LLC-, a Florida limited liability company J. Ferraos President and Chief ve OlTic r, not in his individual (CORPORATE SEAL) The foregoing instrument was acknowledged before this day AM (f . 2014, by AUBREYJ. FERRAO, as President and Chief Executive Officer of FCC MARSH, LLC, a Florida limited liability company, on behalf of the limited liability company. He is personally known to me and did take an oath. �,•�''' d yn", Print Name: rl —0 Notary Public BRniANY A. SHELDRICK, Notary Public ()TAR, Commission No. My Commission Expires February 10, 201b My Commission Expires: Ica �•� U B �; (SEAL) F.•IUSERSIttANDAIF/DDLERSIO},ster.'flarboi45�{iQ-dC'�T1-4rsh447FCCCreek-6 23-14.docx OR 5054 PG 2014 Exhibit "A" Page 1 of 4 OMO*03n003—c2—i�tN3\O�n003\�3nans\03 VIDNvis3 — 1-2VLOz 1,3n2ins 103r02id\d1d0\tN3\N a 0 �os a o � 4, � o Sao �L 11 W a� o o Lu o W O NN O N o ti U W O m U � Ln (p Z x � 2s = W oo zj Za=U) W C 2 v�U uJ C m j (� W 2 � (3 � ,� ��n W o� �O z to V 2 O J Cr Z O Cr z: O W ��2 ��cz, Y OO �u L k �va1�W U O m O Lo n L Z U 2 c Z '70¢i� 11A .a O W�`n pCO�Zk O ¢ �-�, .� � h 2 O o — C x U Z �ON 2Z,,�C`U ZO ti Z iv c fl U p c? Up titiQ�ly ti r o> Z Q W o2QW not' �� a�_ N U �' Dr°�_ z`' cis m or o L"OZ QOUOVQZ O Q Z 2 0 N 2 c c U N N� Lo Lo N I) Lo 4Ua ` c v c L,O WZ=per Qm c r Gc� �oQ 3p Q� o�"L, .a ti Q 3 �OoULULn�� • C • LQu Z) N "Zo, W v� N InWIn Z om otio Z2o� ccz c NQ?o zoo-tiz QLL'LJi , Z O ''ti ZE ti Nti 2 ? 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K 2 O"LO ^SQL,: NQ �I G `c w O cV v1 •r�l CZ to 00 "'oo� ��o�o ay yip p�� Wti�aIJ W Q ^ O o w� ti'�W Z�?-��QU�- � • r v OQ ZU�ti W W 1343 0 L- o � ti^ Z U O N W Inr N LJ Z N� �Q2C9 QNO43 j-z n 2U Zti2 ti.,Z Qti, p c Ln p 3 Z v( Z Z W o W v Z Q> jly Q� ALL, 2Q j: , o > c c ppL 0 k Cu m a, oz - q< v y o `nzNo 02 QoUwvn Ld U2ti i~3ti w'UWWtiC) IN W ti O N Z ti W Q ti ff Lr% n cm ¢ to p N L- Q O N lV ti � O Y Q U Z N U p o� kid �ti p W Q o 2 ti U LL w LL W U O Z W p m-, (o U U� 2 w W R aZ �CL jQ: 2��ti��v m p cd z LL Q; W W WWQ_ Z W O Qm pUpU2� tiLLI NU��tim�n pU �[ O ui p x LJ Ca O ¢ _ O U N O ui N OR 5054 PG 2015 W 2 O O h h N N � n h k6Co N a N v O N W N O N tp —1 2 2Ln 2 2 y cn LU J J J J N J J J ti W J N uj 2 Y L O Z Z Q U2� � 1Y. � O QUO U �mW 0,: U W LLj m 22�v Q C-0 U j �a40a W Z b "r WUm Jaaoa Q J a J ZU W Z U LL c� U O O cr oLO O LZoCC OC = m O 20 U W ss?O N Q 2 W U U) cn T O 9 Exhibit "A" Page 2 of 4 oMO.Oln0O3-LS-c t W3\O1n003\,k3nans\03 vIDNvis3 - 1-8\C l OZ UMns 103r0ad\viv0\ t NJV Z N N U z 3t W � O m h � p N n w U 2 2 m : c Q h h ti NW o v h LL ^ h U U O W 0 N r j hto b W j U U U W IR C < � ... 06 u CZ � c U c a> G b � L .C+ [J C a 'O C c. v • J � C U z C C [C acz C m z ct V> � •^1 C C s a v t . � ^ 17 .� er CZ C C P ca d C L. w V: < r O V � N c N U O -.. lL w m A N W m 2 �2 L W U LLIm U w lil W ~ ~ 0 H w O U (U U. h OR 5054 PG 2016 Exhibit "A" Page 3 of 4 oMo,(i-inoz)j—cs—g t nj\o-lnDDJ\�3nans\oJ b10NViS3 - L2\9 L 0Z .l3MnS 103r06d\VIVG\ l W3\\ NF WCL U v1 % i O W o O W o to N O O = W Z O� ti� z a Z Z Q W ogl U O O CL W = Q Lu~ > W� Ln 2 Zv C9 a \ p N 2 U�pZ O CCZ h �O(nU Q J� J 0 � 2 LLI Q) to �vUjZ Z UW co Y OO �p � z a O W m o Q v W�;. ` �` -� n o m or v ti O QQ_ WZLuLu QU-)UvJp�O� mmo U� m LQ N ��tiW ��2�U0 Q �U ` moo_ `N W O �� o [�^ 2 SON 4o=_c pc) c) N Qcl,"I W mots y cv (n tiOW Z �tiW O OUO v �luO��Jti 020.�O�tir U ULu W �o��O QO W W Ln U(nWU�ti cp W c~nQ2 �^j�oLu� 2 Q J O Q 2LLJ W,� o C. C m U r o O NWpO �p�Ln JW2 WOp2Qti�Q�V ti Q 3W W�O13mNQQp(n2m co c; • � ULLJsti Z� �WQOWti 200 Q O 4' Q�W �QQQ2WOLLJW-K02eti�02_ b O cam. ti N U ti ti Z Z tiOLQ Nm lu�Ojp�n� Q�?jQL�2? U JcnnU 222ZQN'DNUmz- v —z W -? C 2 OQ Ncn WLu� O!)O vQU�q?v�m "ZpW tiUrL Ll 00(3 (0N O O CL Ln C�j "n4rOU' WNW~W L, 00Q:vLn ~2 ` On Ln ��'nWOe �W tiNWpWa L ; �r _ 2ti Wp�Lnv�sWO NUJQ W C)L, tio�oNWC�2-Q �� to -I n "iWtig o�ow�m�Q�ZNZUZQ�O =, Ln —? o Wo��-jN- -Z: , 00 O U) O� Oti W W j j Z Zt 2� W WO CD ti� •~ tip UJ4:� UOp~UJU2�`2QC:) Q toLLJ LnnLo 2�W2 �W QW00Ln �pm Uo� • 2cn OLLJ Z�Z 2eQoLLJ m~WLL-i itiU� tiLn co VO WUWOW ~j—LJ L4'p�01. Ltic) (Z) WZWQ O W �- N WW 22 O 2QOW�tuN �qtiWti - LJ Lnm Q�U OZQW Z>Oti1 Q3 Lp O%�U C 2U UQ 22 2 Uj W 2 W C) Oti 2 O n ti2�2 Q�cn`r�UvQti-z (aZ)00 W C Q W v WO QQOc9 OWOUW W O O Z QZ W W U ti0o ^nOWO — O U� ,Z,UQm ~ONE �2 V1pQit�Q nLnQ) v ; h O 02tiW 2QO�. ZJNtiOL"4WJcoti Ln v LJJ 3ZWO aLn(oZ�20W4�iZWU�uOWt�u V 2 ti W~ 3? Q p N0W~ O c 2 Q O's Q O W 4j LLJ g a ti N W 2� ti Z 12 U Q 2~ p U? N x O z c N QpNW WQ�W U Z: W 2tirh UFj u WO LLI UW �~ 41ti2�uQ2ZOpWWU?ZOp 2 LL W UtiQO Q tiWQW Q 2 w Q2 �2~W WOQ�2?mcnm W~ WQm�O 2 m o o z LL Cu OOOW Z�Wiu�u00WO WO WOOQO O z Y O Qm UU2W tiQm-j CLU�s2Li- K- UWLn U U U = O U ¢ ! = 0 U (n LL co *** OR 5054 PG 2017 *** Exhibit "A" Page 4 of 4 �MQ'aln��3-Le-�lW3\aln��3\l3nans\�� vIONvis3 - Le\�'LOZ A3nans lo3roHH\vlvn\tNA 2 � � � aW 4i W � U N N h h U h N n� b W V 2 2 In In 2 J Q W� �o h v m o w � w W f� Z. e}. .. "1 N of v U W U U U U °U ,--"In (Q �. j -� I Q 0 2 O � • M O O N 00 o LO v L� N co a _ Wow i W O m O N .1 O 1Of J �?U 2 Y 3 Z Z Q co O�20cL o c LU rLjj O 0 co co Q3 co Q��U'W Q 2 Cc 2 Q V vaaoa Q � � CZ 2 W (J L LIJ c V ". cl 87je O ? m V � ry J J v GG,2 ry °� cd M C 7 tG c,7 c7 .0 -` a O � C N M c n' v ^" czj � � G O O O b � � O L4 z c ct:co c N, c. r C � •ICI c0 s !r L: C C W v. � r c v Y o R U o LL W LL N m A 9 > l7 ca O 0 Z WU :W lil La C H W W 0 U 0 O LL w W U Q � � N � � Q� v � ' J W 4i W 3 F— ? N N !7 O O ;n N W� N N� o�� N Z � � o ro � 2� In 0 -Collier CLERK O'P-TI'E CIRCUIT COURT Brock Dwight E. COLLIER COUNTY COI�,RTHOUSE Clerk of Courts g3301 TAMIACP` I�I TRAIL EAST Clerk of Courts P.O. B 413044, Accountant NAPLES, FLORA 3416.1-3044 Auditor . Custodian of County Funds NOTICE OF CORRECTION PLEASE;TAKENOTICE THAT A PAGES OF A DOCUMENT/ACTUALLY RECORDED WAS DONE SO IN ERROR AS PACE NJMBERS (S) 2018 ALSO FILE NUMBER O f CONSEQUENTLY, �NOTICE IS INSERTED IN THE _ f PUBLIC RECORDS K RR TO ADVISE THOSE INTERESTED THAT THEAJBOVE MENTIONED PAGES (S) & FILE NUMBER (S) IS VOIIT)HE NUMBER (S) WILL NOT BE REUSED IN THIS OFF At, RECORD BOOK. INCORRECT PAGE COUNT INSERTED IN OFFICIAL-: RECORD BOOK 5054 AT PAGEv(. 401$ BY DIRECTION OF THE CLERK', THE CIRCUIT COURT THIS:g DAY OF JULY, 2014. WIGH BROCK LE�2K CIF- JJFPUIT COURT 4 PUT rcia Y t K' ;A •• W4360 ou. This lvlwffwt pinrp&vd by: MIA J. ftodwwd, Esquire /7 Wb0&W , Pins S Lor ft do, P.A. 101 r wy* Oak Ortve, Suffe 710 Arise. PAL 34100 ( 41) lfW131 2612088 OR; 2656 PG; 0711 RBCORDtD in 0111CIAL WORDS of COLLI11 Cowl. IL 03/11/2000 at 10:04AK DMIGNt I. BROM CLiII RRC 111 6230 DOC- M M. Rats: Ms? TIM A MUM PIc; DP THIS QUIT CLAIM DEED, executed this l y d y Of nd f ati , 2000, by 951 Land HoWVS JOW VolM n, a FWW general partnership, first party, whoad post of @ address Is; 3470 Club Center Blvd. Naples, FL 34114 MOOi1d party, to 061 Land Hollings, Ltd., a Florida Limited Partnership 3470 CLUB CENTER BLVD NAPLES FL 34114 !NlMuwr v"d wvin vw bnw n,st pery and 'uoww {1.11v' " Wakwe wneuiv 0nd 0", Mft WO tier-01tK", end of w md"jo, end 00 vivw ewe end $&weft ofw OWW"O , wMso IM aw"m odmfh a! rMMWMJ " me saki hst party, for and In consklbroon rfthe sum of $1a 0Q In hand pad by the said swtond =,'eei f is hereby acknowledged, does herobyrerMase, release end qui-OMm unto bye CWSOW d pity ?the right, title, interest, claim and domand wthM the said lirstpartyhos in andto the fb DNdAQ ds,pribad let,. piece,* parcel orland, situate, lying and being In the county or Collier , StaR or Fbove , to - SEE ATTACHED EXHIBIT "A" TO HAVE AND TO HOLD the sa�Ye'Io ether with aN and shgulardw 4 pwtenanoes thereunto belonging Orin anywise appertaining, and aft the qstaokfW to, Merest, Wn, equityandohim w►hatsoeverofthe said first pasty, afther M law or equity, to the only p�er use, benefit and behoor of the said second party &vvw- fN WITNESS WHEREOF, the said skew WAft". SOW, paled and delivered in the presence signed and sealed these presents the day andywr first Holdings Joint Venture 100, Ltd. a Fkxfde Limited Partnership By: `Gugrbay "ja00, Inc., a Florida corporation, Its 5 46v& 4 as Pr+esklent and not STAN OF FLORIVA C(X, WTY OF DADE A nos, "going instrument we!, awknowledged bolbrta This !_! .. day or_�� ✓�.�,,,_._� 7M by Aubrey J. Feo rso, as President of Gulf ,Bay 100, Inc. as genere) partner of Guff Bay 100 Ltd., as r perm of 061 Land Holdings Joint Venture , who y,; rs3nally knowsb ms ar has pruduc l a c#�'�+ar's licensa is 1 as la'enN6cafion and did not take an oath. Notary Pub& Cornmissk)a No. My Commission Expires: (SEAL.) Luanne Mkovits MYCOMMISS"SCC1M2 EXPIRE' r • •Rin � ALIust 9, 2002 bU1C10nft pCYvgigMS cA.vil r, • i�rtnar Mint Nmw,.A-1...�-- By: PARCEL Z, INC., a Fbdda as PrAsident and not SrA7V OF FLORIDA COtNvrY OF DADE ft kr@VokV ktshrumant was acknowledged before this ,_,n, day of ,�� ✓ ��, am by J. MoCarthy, , as President of parcel Z, Inc., as a I"Imr of 951 Land l x" ,:oint Venture, who Is , C to me as not take ah oath. Pint P.n'M: _ Notary Public PR PARATIW OF phis deed Is boing given Jbhtt Venture, a Fk dde j Commission 1%. My Commission Expk&s: K Lawrence GmW MY comma"* CCO710 EXWS �. I 1 "I' 101pE0 M ilOY FAIN OLS AKE SIC. DEED ONLY WITHOUT OPINION OF TITLE In parb'far>t* plrauarrtto s: 020.4 017 p vA*s that awn tt u0..,S,,,Q MA001(2)(U, F.S., AWaApWpos18 oxlstodbatb++a the oo IMS—bn, andtttlw uporr"oanwrrabn, jftMj2 TAA A in " amount of S. 70 has been paid (SEAL) 820.8904( ga), F. S., 3s a result of 951 Land Holdings n whip, converting to 951 Land Holdings, Ltd'., a FIDWS � a02, F.S. Teal:il�.s�iA.ul' st&ntx ,&items V N0- WB)4" �9 Ia required upon the conversion pursuant to s. a, the nesu&V limited partneraft Is the San* entity that +� 01001 the rnhiimurn d0cWr4WWY stamp tax is due Cr' I{fl ta'ji,err>lnimurrrFibrldadoGtimnentarystamptex u" t Acutio11 and delivery of this deed.) • . OR: 2656 PG: 071 9XMIAl7' °A" A parcel of land, lying in stC'1`10143 22, 23. 24 and 3S, TOWNSHIP 51 SOUTH, P/WoC 26 CAST, Collier county, rlorida, being *ore particularly described as follows, Commence at the Northwest corner of said 3action 22, thence run slit51'10"t along the North line thereof for a distance of 123l.l0 test to an intersection with the tastarly Right of Way Lint of state Road No. 9si as conveyed from The Ooltona Corporation to the 9tats of Florida Department of Transportation by Warranty Dead dated January 39, 1913 and inclusivelototthe1al /ubllcorde Book Racorde of1lCollier Coes untyrourlorida, said intersection being the POINT OF,3801HRIN0 of the parcel of land hersinafter dtscriheds thence /02039'3911W along said 1 7'I06 lot)tof thencerLint leavinCftaidtaload latterly.Rightaof lsaynce of li06, s16*S1'19"C a distance of 1322.30 tests thence s19*27122*9 a' fettlnthence125.79 540*57139"etaendistance1'of 143.49distance feats thence 322*31'21"t a distance of 101.19 teen thence 507*36'34*9 a distanct of 159.01 toots thence a22*27'0349 a distance of 40.97 toots thence 051050,53"t a distance of 134.40 feet# thence 74*04'40"t a distance of 144.09 tests thence 30S445'26"9 • ` d ttancs of, 1e7.62 feet; thence M12.02111"C a distance of 1.47,feet: thence M2e*53'36"6 a distance of 10/.27 test: hg'Rco H10a26'56"t a distance of 41.33 feet; thence H46009'57"9 a ¢$`stance of 161.e4 feet) thence N6/*40'14"t a distance of 1. 0 feet thence M19601'5449 a distance of 121.22 feet; thence $67033,0349 a distance of 175.49 costs thence s��+3i'34"t a distanco of 196.37 flat) thence S11*39'Sl°9 a diuboct of 145.04 feet) thence 34702114349 a distance of 1o'i.d3teet# thence M45e51'5709 • distance of e6.75 foots thence Se7'S0'2S•i . distance of $3.97 feats thence 343°31'06°9'„ a di�tadc�l��0f 86.13 feet; thence 139*Sl'17"t a dietanc 4e ot� .10 ft :- Monet 312*45'05"t a distinct of 4s.31 feats thence 1S4*17'i >r ldistanca of 252.13 feet: thence N55*30'51*9 a distance�af>41•..71 toot: thence M14*5611309 a distance of 64.15 tests thencl°�,1�i±0T'SS"9 a dietance of 4o.s9 toots thence 161*36'21"t a midis° any• of 159.30 (tots thence 3000111440W a distance of -120 C,, teats thence 801012104OW a distance of 166.43 foots the <_Ne0*34'Oi°9 a distance of 304.60 test) thence a77*b2'3 " "s, distance of 122.93 toots thence 0I5911'20"t.a d iti, i;of I1!.44 teats thence 173*31'23°9 a distance of 306.l3 +eft thence M71*3e12669 a distance of 51.17 toots thence Nob 41'S4?'9..a d3staneo of 12" 1 feet; thence M01*Il'31"i a dista, t At\k 77.72 tests thence M3S*43'S1.9 a distance of 164.03 �e gt ; thienca W2185514409 a distance of 141.OS teeC: thence i423*ji!3o's 1 distance of 142.34 toots thence MS3e47'31*t a fatanct of 11t.OT jests thence M11*01101"9 a distant43�07 feet) thence W3e*00'59"9 a diotaoce of 399.41 toots 4 terInae S39643'1901, a distance of 199,43 test) thence H44•Ii 4�,,.'aa diatanos of 104.44 feet$ thence M74*2016189 a dint sal= of 101.11 fast: thence M71*21'10"t a distance of 117.S #tells thence M41*29.36"S a distance of 102.s1i foot; thenc 16*35143°9 a distance of 61.07 feats thence M32*16'13°9 a dista c�*af 99.3e loots thence M5600713509 • distance of 113.1O3e0 s thence M22453'1201 a distance of 132.67 feet$ thence M34001 40"9 a dittarcct ei 41.02 teats thonre N67*1412e09 a distanao of=,ft.2t toots thence M':6a07'le'1< a dietanes of 77.37 fe . .thence 966019'50"1 a ditt4,nve of 263.41 foots thence it *15' 6`9 a distance of 63.99 teats thence 023*5115s"w a diets o S.i.di feet: thence 956*5O'174M a diat+dnce of 141.77 isetl L)ee S44414'20"tl ddistancesof 11n.17 foots thence 916*S9'04°W. dits,ace of 1s.01 into thence e14*11' 17'11 a distance of 'IS.0, tests thence , e5l�`03' S i"t a distance of 32.26 toot) th*Act allzIl 2 of 11 Page 1 of 14 OR; 2656 P0; 0714 distance of :e7.74 (,eet: thence t47.00'16"t a distance of 151.16 (tot) thence 36e02e'2`"9 a distance of 113.S0 feet; thence , 343.13'2709 a distance of 112.71 foot; thence 01e034'0209 a distance of 220.03 feett thence 321.14'14"t a distance of 171.00 feet: thence SS6.33'04"t a distance of 361.32 feet) thence $7404412409 a distance of 121.93 feet: thence N74.26122"9 a distance of 113.09 fast) thence N47.34'1709 a distance of S5.0% foots thence N12"06'43"w a distance of 69.72 feet; thence 031.14144"w a distance of 100.54 feet; thence N16.36'37"M a distance of 133.40 feat; thence N00.33'00"t a distance of 213.$2 feats thence H44.24'23"t a distance of 119.96 feet; thence 1,1e7.30'26"i a distance of 33.64 foot; thence 332.371510E a distance of 136.09 fort; thence S404521240C a distance of 125.01 teat; thence $39.1711201 a distance of 113.06 fast; thence 362e1e12V 9 a distance of 145.91 feats thence 361.21'1061 a distance of 121.46 feet; thenea $59.4914402 a distance of 113.37 tests thence 04950'34"t a distance of 94.71 toots thence N24.2414309 a distance of 91.43 Coati thence H40.52129"t a distance of 247.62 foot; thence N40.23140"C a distance of 274.29 foot) thenea N39.5342009 a distance oe 411.33 feet; thence 318013124"s a distance of 902.09 feet; thence $1960011666 a distance of 94.31 foots thence e04.4112214w a distance of 121.04 tests thence s136151070w a distance of 159.04 feet) thence 320002'44"w a distance of 119.04 foots thence 337e19110"w a distance of S39.10 feet) thence 377005'050M a distance of 327.17 feet; thence 343.14114"w a distance of 401.56 toatt thence N64.Os'10"w a distance of 54.49 feet; thence 364.07114.W a distance of 44.31 toot; thence S446231220w a distance of 35.08 > feet; thence 311.101060w a distance of 174.79 test; thence ,504•1:'SS"w a distance of 131.70 foots thence S00•26'Ss"C a <: distance of 131.06 foots thence 3070S7123159 a distance of $2.02 .mot tti thence 30503211109 a distance of 73.70 feet; thence s39.42'2S"w a dletance of $0.13 feet; thence 31S624124"w a distoce of $13.63 feats thence N7T02S'160w a distance of 7e.01 r faits thence N54.31146"w a distance of 292.73 feet; thence r' }13�3116"M a distance of 01.34 feet; thence N7500213s"w a distance of 101.42 feet; thence N5e007'210w a distance of 146.39 to-ists thence N63.16'52"w a distance of 100.54 foot. thon" �" 1,00 6101"W a distance of 32.37 test) thence N76.141478M 'a dief� of o9 139.12 feet; thence N44.14'@64w a distance of 11e.54;fsleti`= thence 37e+23137"w a distance of 120.58 foot: thence S?,�oi'1 �14"w a distance of 3e.3S feet; thence 314.33'iS"w a distane�ot; �236.73 feet; thence 301.331176w a distance of 304.71 tae,,ti �thenco 330•0s'li"t a distamet of 194.40 feet; thence 381!<3,1'-04,'w a distance of 139.24 tests thence s24.09'2509 a distance of 317.33 Cott; thence 307.3913709 a distance of 6 4.i1. Toctl thence $0501413201 a distance of 44.49 Coati thence s��J 7 33"t a distance of 144.20 tests 'thence M1465114iat a 1141a of 44.50 foots thence N49649151"t a distance oC 166 sets thence NSI.1012302 a distance oaf 133.06 feet; th Cie, 471004'l6`; a distance of 143.90 Casts thence 1175030,0101 ,A irtanee of 292.S6 foot; thence 574.0712909 a distanca"f =.104.37 tests thence NS3.1211309 a distance of 77.41 fat twirivie 1471.22'3709 a distance of 05.10 Coati thence $15053126" `=a ;distance of 92.10 toots thence 383.3313009 a diatanct exf 4.94 Coati thence N64.34'1081 a distance of 100.70 Coati, e ce N •32'22"t a distance of 14e.01 Ceets thence M3302S',17� • )stance of 235.03 foot; thence N33.14'22"S a dtaulice of 159.06 feet: thence N4.e030"WIC a distance of 11T.62 la at; thence N40.09'314t a distance of $6.63 Costs thents 1i3 4�0 '0349 a distance of 24S.S6 feet) thence NS405513489 a dietapc of 367.01 feats thence 872.39146119 a distenee of 90.11 ,foatj, thence 364•03'0109 a distance of 06.10 (tot; thence 3320, 11S r < a distance of 134.26 foots thence 1164.2011141 a distance,-o 1006.12 feats thence N00.4910709 a distance of 121.76 s ; t.homce Ns6daL'23"t a distanoo of 76.03 foots thanra 3a1!S6"11"s distance :mot 61.09 feats thence 362e22'SS68 a di.s�tanet of +�> set; thence !tH&ZT 2 or 11 Page 2 of 14 OR; 2656 PG; 0715 s:165514209 a distance of 96.71 Coati thence 907003,0109 • distance of 91.49 Coati thence 320a241010W • dlst%nce of 17.17 (sets thence s440301140it a distance of 119.77 feet: thence N42e37'49"t a distance of $6.57 Coati thence N19913,'0409 • distance of 1S1.14 foots thence WS626`14"t is distance of 449.92 feet) thence N06•561070e a distance of 171.73 feet; thence N66012110"W a distance of 63.$9 Coati thence H716241148W a distance of 123.29 feet; thence H50053600"W a dletsneo of 112.15 feet) %hones N16"041210W a distance of 16.40 feet: thence N21632124"t a distance of $2.66 feet) thence 869,04112609 a distance of 91.21 feet; thence N11aS)104'9 a distance of 137.96 feet; thence 351015'2309 a distance of 46.94 feet; thence 537069146"t a distance of 90.31 (eet) thence N1305713909 a distance of 11S.60 feet; thence'3694S3136"t a distance of 103.27 feet; thence 333.27110"t a distance of 47.62 feet; thence $0160711108 a distance of 176.01 Coat) I thence 357e10'590E a distance of 90.42 fasts thence 3S96S2100"1 a distance of 21S.96 feet; thence 340e50150"t a distaace of 100.90 toots thence 3019411100W a distance of 221;51 feats thence 84402S14309 a distance of 177.31 facts thence $57•1710089 a distance of 194.66 fast) thence $499411:29.8 a distance of 234.47 fasts thence 35104511309 a dlste,ncs of 263.65 teats thence 346044139"8 a distance of 17.27, flats thence s5Sa26,12919 a distance of $7.61 foots thence N13s37`o1"i it a distonee of 54.43 toots thence HS99361020a distance of 133.36 Coats thence H0660610289 a distance of 17.46 foot; thence 867001'5309 a distance of 111.56 toots thence s45903'1409 a distance of 2540.49 feet: thence N29•5215401 • distance of 15.21 feet; thence N27030100"9 a distance of 16.22 `.feet: thence N2S"3S'51•C a 41stonce of 46.06 foot: thence „►21.10'11"6 a distance of 96.60, feet: thence 069.44'S2•w a .�dstance of 31.61 feet; thence 67S9261564W • distance of 151.66 fasts thence H09604117"W a distswnct of 117.SS feet., thence H12•06'14`t a distance of 74.73 feet; thence H46e03143*9 a cis once of 74.S1 tests thence N12e46'S1•W • distance of fasts thence H19"SS'33"W a distonco of 74.92 feet;'tMne• •s332 11'57•w a distance of ei.42 feat; thence a69.23'440w a diitance-pf $7.31 feet: thence N65001'170W a distance of 75.05 feetl"AhuVa H160161336W • distance of 109:50 feet; thence lt6!•461,24',V,ea distance of 95.29 Coats thence N31009'360w a distan e,.of 42.34 feet; thence H01412106611 a distance of 153.96 14'sVi hence W36•23156"t a distance of 106.40 fait; thence H10!)24"V a distance of 140.47 feet; 'thence N22037' 16� a ,,d" stance of 51.15 feats tbonce N37019' 1o"C a distance of it2.)41 Coats thence N19a13'02'i a distance of 116.U3 f0s tmn" N01e01`12"t a distance of 101.72 : toots thence No4•S,i% W,1 a distance of 137.15 felt; thence H2093015309 t di apic0 of 147.93 fasts thence 803•46`25*2 a distance of 1st'. root; thence H17e32107'W a distance of 160.04 fast) than Nljal3'39"W a distan,c:e of 140.97 feet; thence N00601149"W a d1si;ancs of 73.02 feet; thence 1425413013S't a distance of 96.W'iltt thence N39a22'21"t a distance of 73.73 toots thence t44'1*14�"t a distance of 52.9S fasts thoa�ee 301053133"W a dlstancx of ,114.69 foot; thence S42e33124611 a distance of 120.72 testy-thtt 6i3.31'S3"C a distance of 61.07 teats %hone• distance of S4.42 Cests themes 6106291590= a distance a 74aj�• feet; thanc a 3374111094V a distance of SO.11 feet; thwj�ca 21ia4d`ys"W a dlstunca of �U .60 toot; thence 62Sa22'43'w a.t•nCe of 3o3.06 feet) thauct s loo56'20"W a distance of 103.,37 .feet;. thence 306L'7'1106 a dintana a of 107.10 test; then"8�#1e29'24"C a distance of 116.91 feet& thence S41a16`'i7;4s dlatonCe of 34,66 ,feet; thence s604161318W a distance L 'of, 10r./e feats Chance 323*42"390V a distance of 130.4 etj thence so6"'4'4e*C • distance of as.1t foots thence 6340 1,!4i a eiistaneo of 62.59 feet; thohce stestle',S"R a distasaa• f 141.23 toot; thence >siaa26'10•t a distance uC 201.60 f3�� a intersection1 with the Cast Lino of aforsaald section Uhl-t#ie,� 1 Nwoouk'21't 'along sold East section Line a distance of 447�.i,�eet to the 8N311? 3 01' 11 Page 3 of 14 OR; 2666 PG; 0716 Northeast corner thsr,sofs thence H116s1'3S"W along the North Line of said section 24 a distance of 2113.71 Cast to the North 1/4 corner thersots thence continyino along the North Line of said Section 14, run Ne89S!'02"w a distance of 2713.3$ feet to the Northwest corner thereof, said corner also being the Northeast corner of aforesaid section 23; thenca N/1051'530W along the North line of said section j3 a distance of 2796.24 eSectionh23, the'NorthhLinGrof saki runtNes•Secs3twnaindistance of 1796.45 test to the Northwest corner thereof, said corner also being the Northeast corner of aforesaid Section 231 thence Nosess'51"w along the North Line of said Section 22 a distance of 2731,Oe toot to the North 1/4 corner thereof; thence continuing along the North Line of said Section 23, run N1/•ss'10"w a distance of 144i.s2 'feet to the Point of p Beginning, 1 to ALSO C$ A parcel of land, lying in aforesaid 39CTIOH 24, TOWNSHIP $1 SOVTN, RANGE 26 9A37, Collier County, rlerida. beiny more particularly described as follows( Commence at the Northeast corner of said section 24, thence run soo•l5,21"w along the cast section Line thereof for a distance of 4679,52 test to the POINT Or BEOINNINO of the parcel of land �. 6.92 hereinafter desesibeds thence H72.12144"W a distance of once feet; thence N69.2e'32"W a distance of $4.14 fast' thence ti1S00S'50"W a distance of so.si fasts thence 271.39142"w a td,irt&ncs of 79.41 feet; thence S46052'3S"W a distance of 76.76 62.53 feet; thence 14,4"ts thence 354.05,1009 a distance of `�Si •1!'o2"t a distance of 71.36 tests thence HII0471420E a of 97.52 tests thence N13e271324 a distance of 14.61 ,dist&Ace sot; hsnee R84.27'57"t a distance of 82.73 tests thence feet to the Point of seginning. 00 �Op�1''ta"C a distance of 43.22 p ' ALSO rn A parcWf ofiland, lying in aforesaid StCTIOH 24, TOWNSHIP 51 SOUTH, IJukH 1 6 EAST, Collier County, rlorlda, being more pectic u 61y,Aiscrlbed as follows, Commence at,tjs Northeast corner of said section 24, thence run, goof is, 2/"W�av nCg the cast sac Lon Line thereat for a distance of 4190.92 fs�sL tolthe ►OINT Or s6QINNINO of the parcel of land hereinafter thence N16015'35"M a distance of 52.39 lasts thence N� 't]•W a distance of i7.01 [eels thence 312030,16"W a 44%A i of 74,03 [sets thence 307.471100E a distance of 77.35 feo tf thence 316.03'9e"9 a distance of 121.00 tests thenca s34s '3lV',6k;a distance of 136.99 teats thence N00•ls'Y1"E a diet�a,et of •410.93 feet to the Point of Beginning. That part of the Souths;ag rter (SE 1//) of the Northeast Quarter (we 1/4) of OsCT' am,- li,= TCWWvti► vi snuru, ".NGs 24 CAST, Collier �Counry, rlortida, lying south of Tamiami Trail (0./. Nd. 411, LEsa AND cX TINO TNSRt►"RoK the 61ollowing deserib4A landss vEaxN at the Hart southeast Quarter (66 1/4) of th o a,lctioo it, thencis Iva► H01•is'15 214f to the southern Right-01-w4y Lint-- 434•20'07"s along said somthere distance. of 412.12 feet; thence Right -of -Way Line rugs e01•1b'16"w fsstj thence Ne3•44'44'u for a diet 901.15'is0W for a distance of 193.13 SHEET 4 Or 11 set coroar of the &aid heart Quarter !NS 1/4) of a distance at $3.97 test 1>e,Tamlafsi Trail, thence ght�-of-•war Line for a I aging sai�'l Southem h I4istan,:e of 100.00 fGot; thence 'et__-drea H14620'0:"w Page 4 of 14 OR: 2656 PG; 0717 for a distance of 400.00 (sett thence N01.151150C for a distance of 306.03 tort to the Point of Beginning. ALSO The Northeast Quarte7 INC 1/4) Of the Southeast 13C 1/41 of SECTION 11, TOWNSHIP 51 SOUTH, RJWOC 26 CAST, Collier County, rlorida. AL30 The Southeast Quarter (St 1/4) of the southeast Quarter 139 1/4) of SECTION 11, TOWNSHIP 51 SOUTH. RANOC 26 EAST. Collier County, rlorida. ALSO The west One -Half (W 1/11 of the Northeast quarter INC 1/4) of the Northeast Quarter (Hc 1/4) of SECTION 14, TOWNSHIP, 51 SOUTH, MNOC 29 CAST, Collier county', rlorida. ALSO The South Ono -Halt Is 1/2) of the Northeast Quarter (NE 1/4) of SECTION 14, TOWNSHIP 61 SOUTH. MHO$ 26 CAST, Collier county, rlorida. ALSO South One -Halt (S 1/21 of the Northwest Quarter (NW 1/4) of SC4TiOH 14, TOWNSHIP S1 SOUTH, PJNO$ 26 CAST, Collier County. tarida. ALSO (• N0 hweat Quarter (NW 1/4) of the southwest quarter f3W 4) SECTION 14, TOWNSHIP SS SOUTH, MNO9 26 CAST, Collier County, Florida. .E ALSO The Hart hh► *t,'QnOrt♦r INC 1/4) of the southwest Quarter 13W 1/4) of 891:110th4., TOWNSHIP 51 SOUTH, MHOC 26 EA3T, Collier county, rlort�Jt ' ALSO The Southeast Qu& SOUTH, WOE 26 1t One -Halt (a 1/2) o 14, TOWNSHIP 51 S0 The Bast One -Halt (i 1/ the Northeast Quarter SOUTH, ILkHat 26 SASTO C (it 1/4) of SECTION 14. TOWNSHIP 51 s1114r County, rlorida, and the south Southwest quarter ISW 1/4) of S$CTION dt 26 CAST, Collier county, rlorida. AL30 (,of 0 Southeast Quarter (SE 1/4) of IN9.11"I'A4 ",of 8tCT10H is, TOWNSHIP 51 llir County, rlorid+e. ALBO The wash one -Half IV 1/2) of the So boast Quarter 136 1/4) at the Northeast Quarter (HE 1/4) s;CT1om 13, T0WR3H:P $I SOUTH, Was 2s sAit, collSer count*.,;,Vlori-da. AL30 The cast Line -Halt It 1/2) of the southwui qua(, Ter (SW 1/4.1 of the Northeast Quarter (" 1/4) of 3CCfxG"1' TOWNSHIP Si SOUTH, Was 2i rAST, Collier county, rlorldA. SHEET s or it CD V Page 5 of 14 e OR: 2656 PG: 0718 ALSO The Vast One -Half IW 1/21 of the Southwest Quarter ISW 1/41 of the Northeast Quarter INC 1/41 of stCTlow 15. rowNSN1P $l SOUTH, MNG9 26 CAST, Collier County, rlorids. LESS AND EXCEPTING THERarRON All that part of 39CTIONS 14 and 15, TOWNSHIP 51 SOUTH. AJINGC :6 CAST, Collier County, riorida, being more particularly described as follows: Commencing at the Northwest corner of said SECTION 14, thence Along the West Line of said SECTION 14, 30.161414W 1394,76 feet to the North Line of the south 1/2 of the Northwest 1/4 of said s%cTloH 14; thence continue along said West Line, 50014'41•W s2S.02 lest to the. POINT Or mrwNINO of the parcel herein described; thence leaving said West Line, s40•521400E 133.30 (sets thence $73036144.2 242.56 feet) thence 359034'140E 204.01 tests thence 851031'43.2 345.00 feats thence 352059'56•111 179.61 fasts thence 316051'45'w 144.34 tests thence Southwesterly 34.S3 feet along the are of a circular curve concave to the Northwest, having a radius of 270.00 feet, through a. central angle of 70191360 and being subtended by a chord which bears 520031133"W 34.50 test) thence 3240111218W 47.46 (sets thence H67044109"W 52.42 fast; thence 859024059"w 110.34 feet; thence bY11057'36"W 240.26 feet) thence $1902415309 331.77; thence S 60361590E 221.37 feet) thence 31204613306 222.46 feet; thence 4e49'57"W 311.45 fast; thence 3190291276W 310.91 feet, thence 415�1o''12"C 166.90 feet; thence 362.39450"E 146.9E feet; thence . 141s0"E 124.43 feet; thence 3130301S3"A 65.63 feet; thence 150321320E 117.46 feet; thence Southeasterly 100.22 feet along the a,Ec=<of a circular curve concave to the Northeast, having a ffdiup, of 230.00 feet, through a central angle of 240571S4" and 1# s Dtsnded by a ehor4 which bears 324•01'310t 91.43 feet; tMenO 346041104"W 326.10 feet; thence 315032129"W 142.8e feet; thence Ns0+9;1'S4"W 741.96 tests thence N740241334W $4.64 feet; thence OWA,O)14•W 217.63 fast; thence NO019146"e 125.00 feet; thence 360040./140E 150.00 feet; thence along a line which lies 230.00 fsst;6�3,tsrly of and parallel with the West Line of said 89CTZON Il,� `NQ'',19'46"1744.56 feet; thence Northerly, Northwasterly a$ t .Westerly 437.01 feet along the arc of a circular curV! colc6ve to the Southwest, having a radius ot; 310.00 feet, th o0WV a central angle of 49*261210 and being subtanded by • rd,, which bears H44•231250V 394.04 feet; thence H4900613s:," 5�#.43 fast; thence N590361220W 44.29 feet) thence N3602015y5w 0:40 feet; thence 1415039134OW 7s.43 fast; thence N084610149`01.41?feet; thence S49e131S269 $0.00 tests thence 90049104aw 17'"61 et) thence 1490131520E 731.25 fast to the POINT Or >1Ba' lllk3 of the parcel herein describedr bearings are based on P16rilk State Plane Coordinate System, Florida Cast Zones ALSO L135 AND E><i'1PT l All that part of SECTION 14, TOWN3H3 SIN 10UTN, MNGE 24 CAST, Collier County, rlorids, Dsi«g noxe.'per 1cularly described as fallowa; Cosmanaing at the Northwest corner Of )aid along thrr West Line of said Sactl,qn 1130�' to the North Line of the south 1/3 of thr"�o OtCrICH 14r thence continue along Said fi r. $36.02 Teets thence leaving said west Lina tests thanev $7393614192 142.55 fasts thence feat; thence 351431143"9 245.00 teats thence feet to the POINT Or 2901 DIG of the parcel SHEET 6 Or li CCTICH 14, thence "4111W 1394.76 feet th, eat 1/4 of said ue. 30013'411w s s- 3401442 104.03 S3 "*/"56"% 243.44 Kerala deserib4di co Q Page 6 of 14 ' OR: 2656 P0: 0719 „ thence continue 352052156-9 211,09 feet) thence 339+00131"g 3S7.45 tests thence 3516231S309 $17.29 frets thence Southwesterly $04.01 feet along the are of a non -tangential circular curve; concave to the Southeast, having a radius of 3050.00 test, through a central angle of 14e05132" and being subtendad by a chord which bear# $34.041241w S02.74 foots thence 531601+440Wt 636.92 feats thence soothwastarly 445.6S feet along the arc of a circular curve concave to the Southeast, having a radius of 2050.00 feet, through a central angle of 13034125" and being subtended by a chord which bears 824614135"w 444.52 feet; thence 417.27123"w 134.04 feet; thence H72.32137"Wr $1.36 feet; thence Northwesterly 169.13 feet along the are of a circular curve cuneave to the Northeast, through a central angle of S7e0oloS" having a radius of 170.00 feet and • being subtended by a chord which bears'N44e02+3S"W 362.24 feet; thence N15.321324W1 119.30 feet; thence N51.1110"t 63.41 feats thence N4.1S120"t 239.66 Teets thence NS41313402 250.09 feet; thence W25e2215108 316.49 feats thence N42a1411309 254.14 Coati thence W7.31146OWl 272.39 feats thence NGIOI3130OW 345.93 feet; thence 943.071510N 351.10 feet; thence N31e471558Wf 144.15 feet; thence H0.03103"H 74.23 feat; thence N24.1412109 65.46 feet; thence Northeasterly 42.20 (set along the are of a circular curve concave to the Northwest, having a radius of 330.00 feet, through a central angle of 7•10,340 and being subtended by a chord which bears N20.34133"t 43.17 feet) thence N1603a'436i 124.44 feet to the POINT Orr BBGINNINO of the parcel herein described; bearings are based on rlorida 3tats Plan Coordinate system, rlorida East tone; A SO MS 11Nn 6XCaPT All that part of SECTION 14. 'TOWNSHIP 51 SOUTH. MNGC 26 CAM Collier county, rlorida, being more particularly described as C3 j f'010s x + cc encing at the Northwest corn•r of said UC►`ION 14, thence al n� th '-W1a#t Line of said SECTION 14, 40e18'414W 1391.76 foot to the ore,h Line of the south 1/1 of the Northwest 1/4 of said stcTIO �Ir thence along said North Line, 300020110"1 1311*.45 last: t1►assm leaving said line, 810391SO"Q 240.00 feet to •ths PO`.NT of ;�4.`riI 1140 of the paccol herein describeds thence aa0r20+10" mod," Parallel with said North Llnn M 0.33 feet; thence t43h`:13IZV° L 995..13 feet; t1ionce Southwestes•1y 72f,11 :Kees along Wo are. of a non-to+ngsntial circular curve concave to the Not thif s ,.10ving a radius of 95e.00 test through a central angle: A�ot,0124w and heing subtanded by a chord which boars 444e1%'04, W6644 test) thence sei•i4'16-w 97.92 feet; thence N!•19'!1 ld sit feet) thence 02+33130"W 320.94 feats thence 3016110149W �'06,.24 feat; thence S73.071356'1) 342..6 feet; thence N67.34'5!" �331,.hi1 feats thence S32•S4'47"N 1S0.00 fteti thence WOOS''13-V .00 foots thence N32e54'4702 91.71 feat; thence Northeast+ acid No►•tharly 370.60 feet along the are of a circular cur cotiiciya to the wont, having a radius of 41040 feet through a'. er*r*l as►cle of 33014102" and botn9 subtanded by a chord '"ech bears NW6.4S'43#"t 267.03 feat: thence 140.36144"9 the 1,oxh? of ara NINC of the Parcel berein deactibed; baari qs &A bated on rlorida state plans coordinate system, r'lo ' A east gene; ALSO Lsaa AND XXCBPT .� sHM 7 Or It Page 7 of 14 OR; 2656 PG; 0720 All that part of SECTION 14. TOW03HIP 31 SOUTH, AANGt 26 tAST. Collier County. Florida. being more particularly described as (ollow&: cooneneing at the Northwest corner of said SECTION 141 thence along the West Line of said 39CTIOH 14 30.18'41"W 1396.76 feet to the North Line of the south III of the Northwest 1/4 of said secTION 141 thence along said North Line,.3ss•20'10"t 1341.43 teet; thence leaving said line, 81.39150"W 260.o0 feet; thence 868.2011009 and parallel with said North Line 1920.33 feet; thence 363035129"t 1096,99 feet to the POINT Or BEGINNING of the parcel heroin desevibed, thence continue along said line South 6303S12909 145.64 feeti thence leaving said l:no southeasterly 185.76 feet along the are of a tangential circular currve concave to the NorthwAst, having a radius of � $86.00 last, through a central angle of :8.21,02" and beAQq subtended by a chord which bears. 37204V A0.9 164.97 feet; thence SOP56131"E 643.37 feet; thence 50.251330E 2304-It feet; thence Se7042101"W 47.48 feet; thence 364.0'•0370W 311."S toot. thence 9e9.01140"W 688.19 Coat; thence 33gow 4s,W 421.23 feet; thence 1450413117OW 800.51 teat; thence leaving said line Northwesterly 4%1.40 feet along the arc of a tancential circular curve erincave to the 8outhweet, having a 1:adius of 4050.00 feet through a central angles of 08044'SS° and subtended by a chord which bears N34"351i4"W 61).00 feet; thence leaving sold cu►vo N589541120W $92.53 teat; thence Northwesterly. Northerly and Northeasterly 78.54 toot &long %he %ro of a tangential circular curve concave to then Northeast, having a : radius of 50.00 feet, through a e.aatral angle of 9o"ow c0" and lboing subtended by a chord which bears North 13656112"W 70.71 _ Uisstl thanes leaving aald curve M31.011440C 93.16 Coati thence ,,N' thea&terly 479.42 [eeC along the arc at a tangential 1*i#uDkr curve concave to the Southeast, having a radius of "�19So.o0 feet, through P. .:antra] angle of 14605' 12" and Aoing ,.� - 3 , • ubtendod by a chord which boars H36.04'2401' 476.22 feet; 1 htriCr` 45•07'00"t 477.85 feat; thence Northeasterly 751.92 �ong ► +�ael the are of a tangs;)tlal circular curve concave to the utheast, having a radius of 12nO.00 feet through a 'Cali ang-ko of 36.111160 and being subtended by a chord which bears ►►�,0414'38°t 745.34 feet] thence leaving said curve NAi°l1'i.6•CS..d.SS testD thence Northeasterly 293.61 feet along the are �A o: tangential circular curve eoncava to .tba Northwest,, 6Yin a radius of 10S0.00 toot, through a central angle of i a8►Q\s and being subtended by a chord which bears N13014' 14'Z 4` 70°.lest to a point of reverse curvature; thence Eaetarly an �8otlthsasterly 36.49 fact along the arc of a tangential ei cu a4' curve concave to the Soutb, having a radius of 25.00 test t o h'ka central angle of 43.311060 and being subtended by a homer welch bears $73.0014509 33.34 feet; thence $31.11,4289 38.43 fog thanee southeasterly and southerly $3.46 toot the of along At a tangential circular curve concave to the 8outhweet, '"4��"1Cq � radius of 170.00 toot, through a '23i central angle of 216; d being subtanded by a chord which f bears 820.301000R 6J.10;sr ;,. thence 8130051230W 331.22 teat; thence 841.46127"W 574.. f"V'j thence 342.491260M 223.41 teat= Chance 8610091438W WAG eatij',..thence 374•02'3s"w 177.60 feet; thanes 831•24'31•W 174.51 fe "s thence 845•47013"W 144.97 toot, thence 80204614006 43.05 fe4t htnca 49•S7'0209 149.04 feats thence 8560121SO°t 193.24 fo. , t ences377911103•9 213.84 feet; thonca 116591911949 172.79 toot, one* M20.4644069 231.79 test. thanes H3365311009 272.36 feet; thence W37.0395602 271.40 feet; thence M34.4611109 341.21 Cost; th fao`N38•32'09'9 246.91 toot; thence H40GS511309 $0.33 test; thej�ea N33044'29•W 93.74 teat; thence H69.331324W 154.93 feett", thence Northerly and Northwesterly 113.17 feet along the r; of a eon -tangential circular curve concave to the southr.at having a radius of 230.00 toot, through a central angle 24011,331, and being •ubtended by a chord which bears Ni7•09``!')`1P 112.03 toot; thence 1431.111426W 31.84 feet to a point -,of rvature; thence sHtET 6 OF It Page 8 of 14 OR: 2656 PG: 0721 I;orthwesterly, Northerly and Northeasterly 39.41 feet along the arc of a tangential circular curve concave to the Cast. having a radius of 25.00 feet, through a central angle of 90*29'21" and being subtended by a chord which bears H1400265409 35,51 ftet to a point of reverse curvatures thence Northeasterly 421.76 feet alonrl the are of a tangential circular curve concave to the Northwest having a radius of loso.00 feet through a central angle of 23.00'51" and being subtended by a chord which bears H47.47113"C 414.93 feet to the POINT Or 61:OINNINO of the parcel herein described; bearings are based on rlorida State Plans Coordinate system, rlorlds Cast tone; ALSO L235 A" SXCIP'r That certain parcel of land lyinv in and being a 'pat-t of Section 22, Township Si South, ;Range 26'tast, Collier county, rlorlda, being more particularly describa:f as followat Commence at the htartheaat corner of ■aid saetiou 22; tfiance run 14169561910N1 41011;a tits North line of said section, r dtotanve of 462.41 feet to the POINT or eftaiNNsHo at the parcel of land herainattov describedl thence convince 14a6a36'Sl"N, along the. North line of said section, a distance of 1,114.19 feet; thence leaving sold section line, run 301a01109"►f a distonca of 911.s9 feets thence run s38a0011i,x a P.istance of 154.52 fait; th4n4o run N5143913909 a disc 6i'"i t/f 97-46 fast to thty point; of curvature of a circular curve to the fright hsvtnS a radius of 1v0SO-00 Meets thence run Northeasterly along the arc of said eulcve, through a central angle of 11as2'11", a distance of 1 -26 feet to the4 point of tangetocy; thence run H74051150"t a stance of 490.03 feats therxe run N11604' l0"M A distanta of $30.74 fret to the taint of b*ginY0.nq.(CCss1) o - ALSt1 tsa _.1 o xXCXPT %at carpalsi parcel of land lying in and being a part of $acttons `20 464 24, Township 51 south, Lange 26 test, Collier County, r-hdrida ...being more particularly described as follows: Commence at the,Aorthesst corner of said section 23, thence run N66eS6'S3"11, aSb the North line of said Section 23, a distance of 216.1 feat; thence leaving said section line, run S39e16'43"w a distah f 111.61 (sets thence run $5001311109 a distance of thence run 839e16413"M a distance of 1,0$0.00 fasts thence fun'�3S0e13'17"s a distance of S0.00 feet to the POINT Or stQ�fNNING`, of the parcel of land hereinafter describedl thenca ce>xrii S0e1-3' 1709 a distance of 739.75 teats thence run M39e46'13 w distance of 706.61 feet; thence run N50e131170W a di`��ancs.. of 739.75 foots thence run 139e16'l3•11 a distance a, .7d�.12 fast to the Point of ilsginninQ. (CCSef ) If ALSO LESS MW SXCSPT C Page 9 of 14 OR: 2656 PG: UZZ That certain parCel of land lying in and being a Dart of SOCCIOn ?wpmango sEast. County. rloridaabeing mreparticularly decribed Commence at the Northeast corner of said section 22; thence run Nee•Sa'S1'M, along the North line of said section 22. a distance of 1.676.60 fort; thence leaving said Section_ sins, 9 EOINNINBIof�the pareelanof lance NT or d herea' 157,#4 feet to the inafter describedi thence continue 301•01'o9"w a distance of e13.7S coat; ehene. 836.00'tl"E a distance of 154.s2 teat; thence SS1•S9'39`w a distance of :e6.11 feet to the point of curvature of a circular ce run curve to the riahr h`lins;ge aada�ildfc�C�iaOchrouphtiencentral southwastlrIr alOna angle of 19.071320 tar a distance of 517.11 feet to the and of e said curvsl thence rin N11•sz,4904, radial to the last described curve, for a d1btance of 102.10 Cott, ttar.ce N30•34'19°« a distance of 149.:4 coati thenca H09620100.11 a dlstsnce of 106.55 tact; thence Wt0043155"9 a dls snc4 of 146 is a t+iot thence Ha4r23'25"It a dis+tanve of 177,'2 jest; thence N03030'6406 a distance of 124.71 feet, thence NO3.161248w a distance of 117.09 (aati thence run N15•00'45•11 A. distance of 135.05 feet; thence H17•22'40"N o d$stancG Of 97.99 (aett theuaee N54.391400C a distance of SY.32 teat$ thence Ne0•i/'fa^C a dietancr Of tteonce �lel•j7'ah:`ceaN7'iatrnoo` of distance at 13O.S6 fast; 15%.24 itet; thence H77.44112-L a distance of 141.11 feet to .,;6he point of 009inning,(ccs81, Esc ,►fro a c f? That certain pFrcel of lard, lying In 3srtio,35 24 cad 2S, wnship`51 south, Range 26 cast, collier county. rlorida, �inQ�ioe particularlY described as tollo451 cesootsja at the Northeast boundary corner of saki Section 24. thence ale "ha East boundary of said section 24 300.15'26"H A distance 4,� 76.41 jolt to a point on said buundaryt thence,,, leavin0 sale �Z is t boundary H61.28'100w a distsncs of 201,60 teat, thske" a distance of 164.23 feet; thence H30031113411.4�`,Alitance of 61.S4 feet; thence 140e0541I8"M a distance 01414A9 (tot,, thence H23•42'3909 a distance of 130.40 toed thence -"Nt01616431"9 a distance of 106.4m test; thence N91•li'17"E a 1 t cne of 34.66 feet; thence H42.29'24"w a dirtanee of i td. 1 , `t; thence H10907' 11"11 a distance of 107.10 feet; th`nce, ld•S6'20"C a distance of 105.37 toot; thence H25•22'430,ta listance of 103.06 (Gott thence H290461390E a distance�t•, 75.$0 Coat; thence N37.14'09't a distance of S0.11 fool`, tho'ico H10*29159•w a distance of 71.14 feet;'thence H44•S21 WW ac.,diatance of 5/./2 (set; 4'Wthence N63.31'S3"w a distance of �4.07 feet; thence Hs2.33'24"tl a distance of 130.72 teat�s�*I h, N01•53'33"= a distance of 116.69 fast) thence lt1001A1, f 1W distance o! S2.9S [set to the foltit or stoiNHYNO of the par" of land horetnatter described. thence 851+•22'21"w a diotanGD ot.Ta.73 test; thenct a2S439133'W e distance of 9S.S3 teats thence' 800fOS'/9.9 a distance of 73.02 Celts thence 815.13'3'9!" distance of i/o.97 feet; thence 517.3200709 a distart' • of 160.04 foot) 'S3`�Moca 803•i6'2S"M a distance of 14e.33 ,cost, distance of 14743 test; then- 304 91510t a distance of 137.15 (sett thence 806•0/'12"w . wd is of 101.72 CGQtt thence s19•33'02"M a distance ---atAff.li Coati thence 837•19'10"w a distance of 162.48 fiat > bonce att•37'4e"w a distance of $1.15 feet; thence 810•Ss':r distance of 110.47 feet, thence 8360131S6611 a distance 2� 1it.e0 Coati thence distance of 63.54 (*Gt1 thenof ce W69•4so144St`h& �taacece 0of 95.29 SH9t't 10 Of 11 p Page 10 of 14 OR: 2656 PG: 0723 feet; thence 366.16133"C a distance of 109.l0 feet: thence ' s4leol'11"t a distance of i$.0% fssti thence 1469.25'44"t a distance of 67.:1 feet: thence M32411I11"e a distance of e0.41 feet: thence 319eS5133"C s distance of 74.92 feet; thence 312046'5I09 a distance of 32.13 feet: thence 346.03'43"w a distance of 74.51 feed thence 812606'14aw a distance of 74.73 Coati thence SC000411709 a distance of 117.5s feet; thence N7ss2s'sa"C a distance Of 131.66 feet; thence 369.44'52"C a distance of 31.61 feet: thence 321.40144"w a distance of 96.49 feet, thence s2S6351360w a distance of 44.01 feet; thence sa70301000V a distance of e6.22 tests thence a19092154"w a distance of 65.21 tests thence 1d0e04114`w a distance of 2560.0 :sett thence N00.1512a"C a distance of 26S.00 [eats thence 3e3•4413209 a distance of ,17S.00 feet: thence N6400401908 a dlrtsnee of 149.14 fed t:: thencit 0 9e01'36"t a distance of 484.64 fact; thence H61e231470lt a dt4tan_a of 447.14 fiats thence O89044132"t a dietewe of 264.13 Cart; thance 800s1li'l6"tf a distance of 141.7o Ceat to the Point of eepinitirp. (pu3� CD R � I,tjn-anti except therefrom property conveyed to Hoard of County omtissioners of Collier County, Florida, as recorded in D ca b,I Recor4a Book 1755, Page 361, as more part.ioulerr, ,y described an follows: iAllhat paint of the Northeast 1/4 of Seotion 15, Tovnsli' 51 -South, Rang* 26 East, Collier County, -p Florida 1t 4eing more particularly described as > follows; e. Commencing` it,:`he Southwesterly mostcorner of Cha mptonship ,,';DiIV4,, Marco Shores unit 30 colt Course, Plat oi# 27, Paquin 98 through 103, Collier County, 'Ior3da thence along, 't?fa southerly line of said championship Dxiv*' ► 89 degrees-13-5210 last 35.40 test to the PBeginning of the parcel herein described t thence continue along said . no South 89 degress- -13 a-59+e East 109 # 79 feett,". . 11 thence leaving said line Sou 00 degressi 18 #-43,* 'West 153.94 feet; thence North 86 degrees -07 f-06- W left_ 110.00 feet; theAce north 00 doqreae-18-43r at t 147.96 feet to the Voint of Beginning. SHEET 11 or 11 Page 11 of 14 OR: 2656 PG: 0724 EXHIBIT A--1 SCHOOL SITE NO. 1 Legal Description Thatcertain parcel of land lying in and being a part of Section 22, Township 51 South, Range 26 East:, Collier County, Florida, being more particularly described as follows: Commence at the Northeast: corner of said Section 22s thence run N 38.5d O' 1111 W, along the North line of said seotion, a distance of 462,41 feat to the POINT OF BEGIN UNG of the parcel. of band herainafter described; thence nont:inue N 8805085111 W, along the north line of said Sootsion, a distance of 1.,214.19 feet; thon`e leaving said Sect:ibn line, run S 0190i1091' W a distance of 971..59 fast; thrar�p a run 9 3 P • 00' 21" E a distance of '1:54.32 feet j thence run N 51"59'39i) E a distance of 97.46 feet to the point of cur'vat e is circular curare to the right having a radius of 2,oio.00,-,If t, thence run Northeasterly along the arc of said curve, th.r.ug a cont-ral angle of 22052'11", a distance of 818.2E feet to the iht, of tangency; thence ruin N 74 * 51' 5011 E a distance of 490.03 feetFvtbanoa run N 150U6'3.oll W e distance of 538.74 fast tc the Point<� beginning. Containing 231-6 0a, more or lass Page 12 of 14 OR; 2656 PG; 0725 EXHIBIT A-2 MULTI -FAMILY SITE Legal Description That certain parcel of land lying in and being a part of Section 22, Township: 51 South, mange 26 East, collier County, Florida, being more particularly described as follows: Commence at than Northeast corner of said Section 22; thence run N 8B,58,51" W,,along the North line of said Section 22, a distance of 1,676.60 featp thence leaving said Section line, run S 01.0100911 W a distance of 157.84 feet to the POINT OF BEGINNING of the parcel of 'land hersineif ter described; thence continue S 01. 01' 09" W a d,ist.a aJof 813.75 Beet; thence S 38*00021" E a distance of 154.52 toetT this e S 51.59139" W a distance of 286.11 feet to the print of o'ui-v tgr1*, of a ciromlar curve to the right having a radius of 950.00 te(etl4ral hence :run southwesterly along' the arc of said curve through a o angle of 19007132" for a distance of 317.11 feet to the snd Of A,4`id curve; thence run N 18052149" W, radial to the last descr.i, d curve; for a distance of 102.10 feet; 'thence K 30.3411901 W & distaruae of 149.24 :feet; thence N 09.2000011 W a distance of thence N 10.43135" E a distance of .146.72 fact; theirs "'fi' 0-2312511 E a distance of 177.72 feet; thence N 03.3015411 E a djutarvoo of 126.79 feet; thence N 03.48•2411 W a distance cif 117.09est; thence run N 15.00'45" W a distance of 135.05 feet; thence N��.17E'22'40" W a distance of, 97.99 feat; thence N 54 ° 3914 3" E a di ar ce of 57.32 feast; thence N 80 * 14' 13" E a distance of 114.61 'feat j, thence N 72 ' 37 1 40" E a distance of 130.56 feats thence N a distance of 151.24 feats thence N 7704411211 E a distance ,pf �-141. 11 feet to the Point of Beginning. Containing 13.20 acres, *or"� less. Page 13 of 14 OR; 2656 PG; 0726 EXHIBIT A-3 That portion of the South 1/2 of the South 1/2 of the Southwest 1/4 lying Eamt of State Road 951, S00t.ion 15, Township 51 South, Range Zvi East, loss right-of-way for State Road 951 desoribnd in th$t certain dead recamded in dffioial Records Book 1166, pages 1070-1071, of tho Public Records of Collier County, Florida. ' '1 Page 14 Of 14 OR; 2656 PG; 0727 EXHIBIT "A" Y ,a LEGAL DESCRIPTION A parcel of land located in a portion of Section 13, Township 51 South, Range 26 East, Collier County, Florida, being more par►icularly described as follows: Bjjin at the Southwest corner of the Southwest one -quarter• of Suction 13, Township 51 South, Rangc 26 East, Collier County, Florida; thence run N.00'25'48"W., along the West line of the Sowhwcst onc-quarter of said Section 13, for a distance of 1,424.99 feet; Mencc run N.89 ° 56'52" E., for u distwico of ,2,599.20 fiat; thence ran S.00000'38" W,, for a distance of 652.56 feat; thence run 17'28"E fo a distance of 1,605.24 feet; thevic�e run S.88 °52' l 7"E., for a distance of 1,185.93 fact; thence r46 a. °23'21"W•, for a distance of 826.75 feet to u point on the South line of the Southeast one u r `of said Section 13-. thence run N,Rt3 ° 59 s3"W., along the South line of the Southeast one-gaart, ��Ibr:ka distance, ot`2,661.04 fr.-,et to the Southeast r.,orner of the Southwest one- quarter of said Section 13;Apnce ran 14.88°58'40"W., along the South lines of the Southwest one - quarter of said Sectiu 3; for a distance of 2,713 39 feet, to the 2.QjMs fj5sg�j tg; containing 139.183 acres, more or lass. ' "� t *** OR: 2650' PG; 0728 *** LEGAL DESiCRIP11011 A parcel of land located W a portion of Section 13, Township 51 South, Ranee 26 mast, Collier County, Florida, being more DitticubAy desctihed as follewa: @i WI at the Southwc% corner of the Southwest ="uarter of Section 13, Township, 51 S atsth, R V 26 East. Collier County. Florida; thace run 14.00'2514& W., alone the West line cf the SMthwat on"uart;r of Laid Section 13, for a distance of 1,424,99 feet; thence rw .Pr.+�9 • s6'sw' L.. toe a �litta>v e of S F�D fig thmm rua 5.00 "00 38"W., for a distance of 632.56 abet; thence run P. S.S9.1728", fo of 1.605,2 4 60, dteacA mn S,881152117"E.. tora dis►v►ct of I J 95.93 ham; thence Iran S.AO-,2312 W., for a dlsuace of $26.75 &C to a point on the South line of the Soudmwt odor. 13, dance nm &4.89"SP13"W., along the South line of the Sotdi one•quacteroffor oe of 2,661.04 feet to the South" i omero."the Southwest one - qua tar of acid Swdwi 13; thence run N.88°58'40"W., along the South UW of the Southwest one- quwwof aid Section: 13; !br a'Ois"' of 2,713.39 feet, to the g ingt of B nines c,»rtainiog 139.10 deaer, tuore or Ion. t .IM Exhibit "H" Proposed Timetable for Construction Exhibit "H" Proposed Timetable for Construction The proposed timetable for construction of the infrastructure improvements in the proposed area of District #2 boundary revisions is for work to occur from 2023 to 2027 (preliminary and subject to change). The estimated cost of construction of the infrastructure improvements in the proposed area of the District #2 boundary revisions is $4,000,000 (preliminary and subject to change). S:AGregVClient FoldersVGulf Bay\Boundary Revisions\Fiddler's 2VPetition for Amendment\Exhibits\Exhibit H - Proposed Timetable for Construction 210924 v.002 (adding disclaimer).docx Exhibit "I" Designation of Presently Contemplated Future General Distribution, Location, and Extent of Public and Private Uses of Land Proposed for Future Land Use EXHIBIT I LEGEND URBAN RESIDENTIAL SUBDISTRICT URBAN COASTAL FRINGE SUBDISTRICT URBAN RESIDENTIAL FRINGE SUBDISTRICT - EAST TAMIAMI TRAIL COMMERCIAL INFILL SUBDISTRICT _ MIXED USE ACTI\ATY CENTER SUBDISTRICT HENDERSON CREEK MIXED USE SUBDISTRICT ® EXPANSION AREA 950 Encore Way � Naples, FL. 34110 Phone: (239) 254-2006 " Iwo Florida CartNinalo of t,a�:tii,�,:,ff.a•nE:r:i;e,;._i�>.i+�:� AuthorizationNo.1772 FIDDLER'S CREEK CDD2 FUTURE LAND USE MAR CnECx,1ECT W.T.C.ED BY : No. Eft 2021.0011 DRAWN By : A.Ld CAD ME NAME; SEE PLOTSTAMP DATE : g 21 f;MI&I - ITEM I EXHIBIT I Exhibit "J" Statement of Estimated Regulatory Costs STATEMENT OF ESTIMATED REGULATORY COSTS Fiddler's Creek Community Development District #2 1.0 Introduction 1.1 Purpose This statement of estimated regulatory costs ("SERC") supports the petition for Fiddler's Creek Community Development District #2 ("District #2") to add portions of developed and undeveloped land and thereby change the boundary of District #2. District #2 is presently comprised of approximately 849.73 acres of land. With the proposed changes, District #2 will be comprised of approximately 887.60 acres of land. District #2 has 1,188 registered voters as of April 15, 2021 according to the Collier County Supervisor of Elections. Developed and undeveloped land (Land Area 1 = 34.97 AC) will be removed from Fiddler's Creek Community Development District #1 ("District #1 ") and integrated into a new development section of District #2 which is proposed to be in the revised District #2 boundary. A concurrent petition to remove Land Area 1 from District #1 is being simultaneously pursued through the Florida Land and Water Adjudicatory Commission. Existing landowners within District #2 will not have to pay for additional infrastructure to serve this land. The existing storm water management facilities will be relocated and constructed as necessary and will be provided and funded by the developer of Land Area 1 and/or District #2 through special assessment revenue bonds repaid through special assessments levied on Land Area 1 subject to, not inconsistent with, and in compliance with all regulatory permits as required. Undeveloped land (Land Area 2 = 2.73 AC) adjacent to the present District #2 boundary will be integrated into a new development section of Fiddler's Creek which is proposed to be in the revised District #2 boundary. Existing landowners within District #2 will not have to pay for additional infrastructure to serve this land. The existing storm water management facilities will be relocated and constructed as necessary and will be provided and funded by the developer of Land Area 2 and/or District #2 through special assessment revenue bonds repaid through special assessments levied on Land Area 2 subject to, not inconsistent with, and in compliance with all regulatory permits as required. District #2 plans to continue providing localized infrastructure improvements and services ("District #2 Infrastructure") to serve the land within District #2 boundaries. District #2 may finance future District #2 infrastructure by issuing tax-exempt bonds from time to time ("Bonds") secured by proceeds of non -ad valorem special assessments (the "Assessments") levied on benefitted land within District #2. District #2 proposes to continue maintaining existing infrastructure and provide future infrastructure to the land within the District to support the overall development program. District #2 is interested in making the land exchanges and boundary changes to facilitate the more efficient delivery of services consistent with sound facilities planning. 1.2 Scope of the Analysis The limitations on the scope of this SERC are explicitly set out in Section 190.002(2) (d), F.S. (governing District establishment or boundary expansion and contraction) as follows: "That the process of establishing such a district pursuant to uniform general law shall be fair and based only on factors material to managing and financing the service delivery function of the district, so that any matter concerning permitting or planning of the development is not material or relevant (emphasis added)." As noted above, District #2 provides infrastructure, services, and facilities along with their operations and maintenance, to the approximately 849.73 acres within District #2 boundaries. Once the changes take place, District #2 will be comprised of 887.60 acres. 1.3 Requirements for Statement of Estimated Regulatory Costs Section 120.541(2), F.S. defines the elements a statement of estimated regulatory costs must contain: "(a) An economic analysis showing whether the rule directly or indirectly: 1. Is likely to have an adverse impact on economic growth, private sector job creation or employment, or private sector investment in excess of $1 million in the aggregate within five years after the implementation of the rule; 2 2. Is likely to have an adverse impact on business competitiveness, including the ability of persons doing business in the state to compete with persons doing business in other states or domestic markets, productivity, or innovation in excess of $1 million in the aggregate within five years after the implementation of the rule; or 3. Is likely to increase regulatory costs, including any transactional costs, in excess of $1 million in the aggregate within five years after the implementation of the rule. (b) A good faith estimate of the number of individuals and entities likely to be required to comply with the rule, together with a general description of the types of individuals likely to be affected by the rule. (c) A good faith estimate of the cost to the agency, and to any other state and local government entities, of implementing and enforcing the proposed rule, and any anticipated effect on state and local revenues. (d) A good faith estimate of the transactional costs likely to be incurred by individuals and entities, including local governmental entities, required to comply with the requirements of the rule. As used in this paragraph, "transactional costs" are direct costs that are readily ascertainable based upon standard business practices, and include filing fees, the cost of obtaining a license, the cost of equipment required to be installed or used or procedures required to be employed in complying with the rule, additional operating costs incurred, and the cost of monitoring and reporting and any other cost necessary to comply with the rule. (e) An analysis of the impact on small businesses as defined by Section 288.703, F.S., and an analysis of the impact on small counties and small cities as defined by Section 120.52, F.S. Collier County is not defined as a small County for purposes of this requirement. (f) Any additional information that the agency determines may be useful. (g) In the statement or revised statement, whichever applies, a description of any regulatory alternatives submitted under paragraph (1)(a) and a statement adopting the alternative or a statement of the reasons for rejecting the alternative in favor of the proposed rule." 3 2.0 An economic analysis showing whether the rule directly or indirectly: 1. Is likely to have an adverse impact on economic growth, private sector job creation or employment, or private sector investment in excess of $1 million in the aggregate within five years after the implementation of the rule; 2. Is likely to have an adverse impact on business competitiveness, including the ability of persons doing business in the state to compete with persons doing business in other states or domestic markets, productivity, or innovation in excess of $1 million in the aggregate within five years after the implementation of the rule; or 3. Is likely to increase regulatory costs, including any transactional costs, in excess of $1 million in the aggregate within five years after the implementation of the rule. Section 120.541(2)(a), F.S., requires an economic analysis showing whether the boundary expansion of District #2's boundaries will directly or indirectly have an adverse impact on economic growth, job creation, employment, private -sector investment, business competitiveness, or regulatory costs exceeding $1 million in the aggregate within 5 years after the establishment or boundary expansion takes place. The answer, based upon the history of such boundary changes in other Florida residential/commercial community development districts, is that the boundary expansion of the District #2 boundaries and the subsequent District #2's size increase by 37.87 acres will not have an adverse impact on economic growth, job creation, employment, private - sector investment, business competitiveness, or regulatory costs. In fact, District #2's boundary expansion are likely to increase economic growth, job creation, employment, private -sector investment, and business competitiveness. This is because the additional lake excavation and development of residential homes on the acquired land (all capital improvements paid for by the Developer) will provide job creation and employment thus increasing economic growth, private -sector investment, and business competitiveness in Collier County. M 3.0 A good faith estimate of the number of individuals and entities likely to be required to comply with the rule, together with a general description of the types of individuals likely to be affected by the rule District #2 provides infrastructure and related services plus infrastructure operations and maintenance to the existing 849.73 acres within the District #2 boundaries. All current and future property owners including the Developer and any other property owner in District #2 are and will be required to comply with District #2 rules and their properties will be encumbered with District #2 obligations to pay for infrastructure and operations and maintenance expenses incurred by District #2. 4.0 A good faith estimate of the cost to state and local government entities, of implementing and enforcing the proposed rule, and any anticipated effect on state and local revenues 4.1 Costs to Governmental Agencies of Implementing and Enforcing Rule State Governmental Entities There will be no costs incurred by State Government Entities since District #2 is comprised of less than 2,500 acres and therefore no review of this boundary change is required by the State. Collier County This petition to alter the District #2 boundary will require the County to review the petition and its supporting exhibits. In addition, the County will hold a public hearing to discuss the petition and to take public input. These activities will absorb staff time and time of the County Commission. However, these costs are very modest at most for the following reasons. First, the review of this petition to expand District #2 does not include an analysis of the development itself. In fact, such a review of the project is prohibited by statute. Second, the petition contains all of the information necessary for its review. Third, the County already has the staff necessary to review the petition. Fourth, no capital costs are involved in the review. Fifth, the County routinely processes similar petitions for land use and zoning changes that are far more complicated than this petition to alter District #2's boundaries. Finally, the $1,500 filing fee which District #2 will pay to the County with the petition's filing is designed to offset these costs in part. 4.2 Impact on State and Local Revenues Adoption of the proposed rule will have no negative impact on State or local revenues. District #2 is an independent unit of local government. It is designed to provide community facilities and services to the real property within the development. It has its own sources of revenue. No State or local subsidies are required or expected. The State doesn't impose property taxes and other State revenues are determined independent of whether the referenced lands and any taxable activities therein are within the amended District #2 boundaries or not. Ad valorem taxes are applied locally and are applied whether the lands are within District #2 or not. The County and School Board and other governmental agencies impose ad valorem taxes over these lands and are levied whether the lands are within or outside District #2. Therefore, there will be no impact on State and local revenues. In this regard it is important to note that any debt obligations incurred by District #2 are not debts of the State of Florida or any unit of local government. By State law debts of District #2 are strictly its own responsibility. 5.0 A good faith estimate of the transactional costs likely to be incurred by individuals and entities required to comply with the requirements of the rule "Transactional costs" are direct costs that are readily ascertainable based upon standard business practices, and include filing fees, the cost of obtaining a license, the cost of equipment required to be installed or used or procedures required to be employed in complying with the rule, additional operating costs incurred, and the cost of monitoring and reporting and any other cost necessary to comply with the rule. District #2 will have increased infrastructure costs and maintenance costs with the addition of the 37.87 acres of productive developable land. However, those infrastructure costs will be borne by the Developer and maintenance costs will be minimal and offset by the future new landowners through operations and maintenance payments made to District #2 over and above the benefits it will received from such infrastructure. Other than the fee owners of the property being added or subtracted from District #2, no other property owners, renters, lessees or tourists will incur additional transactional costs. I 6.0 An analysis of the impact on small businesses as defined by Section 288.703, F.S., and an analysis of the impact on small counties and small cities as defined by Section 120.52, F.S. There will be no impact on small businesses because of the alternation of District #2 boundaries. The development is located in Collier County. As of the 2020 Census, the unincorporated area of the County has an un-incarcerated population of 382,074. Therefore, District #2 even with the boundary expansions as proposed is not located in a County defined as a "small" (i.e., 75,000 or less) according to Section 120.52, F.S. 7.0 Any additional useful information. No additional information is necessary. 8.0 In the statement or revised statement, whichever applies, a description of any good faith written proposal submitted under paragraph (1) (a) and either a statement adopting the alternative or a statement of the reasons for rejecting the alternative in favor of the proposed rule. No alternatives to the proposed rule have been received because there is no other way to change the boundary. (REST OF PAGE LEFT INTENTIONALLY BLANK) 7 Real Estate Econometrics, Inc. certifies that this SERC meets the requirements for a SERC as set out in Chapter 120.541, F.S. Below is a listing of some of the SERCs developed by Real Estate Econometrics, Inc. • Capital Region Community Development District • Cypress Shadows Community Development District • City Gate Community Development District • Twin Lakes Community Development District • One Daytona Community Development District • Hacienda Lakes Community Development District • Fronterra Community Development District • Fiddler's Creek Community Development District #1 Scrivener's Error) • Fiddler's Creek Community Development District #2 Scrivener's Error) (Boundary (Boundary 8 Exhibit "K" Engineering Review for Expansion of the Fiddler's Creek Community Development District #2 EXHIBIT "K" ENGINEERING REVIEW OF THE PETITION TO MODIFY THE EXTERNAL BOUNDARIES OF FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2 THROUGH EXPANSION Purpose A petition for expanding the Fiddler's Creek Community Development District #2 (CDD) is being filed with the Collier County Board of County Commissioners. The purpose of this report is to provide the Collier County Commission with an engineering perspective relative to the proposed land area for expansion of the existing County created CDD. Qualifications My qualifications for providing these engineering perspectives are outlined in the attached resume. In summary, I am a practicing professional engineer licensed in Florida for over 30 years. I have been employed at Hole Montes, Inc., since September 1989. Regarding the petition to establish the CDD, I have reviewed the following: 1. Chapter 187, Florida Statutes, the State Comprehensive Plan. 2. The Collier County Comprehensive Plan. 3. Chapter 189, Florida Statutes, the Uniform Special District Accountability Act. 4. Chapter 190, Florida Statutes, the Uniform Community Development District Act. Additionally, I have observed the proposed site for the CDD and reviewed the Petition to Modify the External Boundary of the CDD through expansion. Engineer's Perspective This is a review of expanding the CDD on the proposed land from an engineering perspective. Section 190.005, Florida Statutes, lists six specific factors that must be considered when malting a determination regarding a petition to establish a CDD. These factors are: 1. Whether all statements contained within the petition have been found to be true and correct. 2. Whether the establishment of the District is inconsistent with any applicable element or portion of the state comprehensive plan or of the effective local government comprehensive plan. 3. Whether the area of the land within the proposed District is of sufficient size, is sufficiently compact, and is sufficiently contiguous to be developable as one functional interrelated community. - 1- 4 Whether the District is the best alternative available for delivering community development systems, services and facilities to the area that will be served by the District. 5. Whether the community development systems, facilities and services of the District will be incompatible with the capacity and uses of existing local and regional community development systems, services and facilities. 6. Whether the area that will be served by the District is amenable to separate special - District government. The proposed land area for the CDD expansion area includes approximately 37.70 acres. The expansion area is located within Collier County, south of the existing CDD. The expansion area will include single-family residential, open space, roadways, stormwater management facilities, and water and sewer facilities. The CDD may exercise special powers relating to public improvements, systems, facilities and services as authorized in Section 190.012, Florida Statutes. The improvements, systems, facilities and services specifically included in the CDD involve: 1. Surface water management 2. Water, sewer, and irrigation systems, facilities, and services 3. Professional & permit fees The engineering evaluation for the proposed property within the CDD, relative to the six statutory factors, is based on the CDD exercising its statutory powers relative to these and all other improvements, systems, facilities, and services authorized in Section 190.012, Florida Statutes. I have observed the site and reviewed the Petition to Modify the External Boundary of the CDD through expansion. To the best of my knowledge, the statements contained within the Petition are true and correct. There are no special engineering problems evident from my review. There is no specialized problem as related to this factor. IT I ;Nit I Mo �! IRROPI, M., 101m, MIRIM, IMPRIVIII M11 IRVA�m urm-K-I'munflul For the purposes of responding to this factor, the State and Collier County Comprehensive Plans were reviewed for goals, objectives, and policies that pertain to the expansion of the CDD. The engineering aspects of these pertinent goals, objectives, and policies were then reviewed relative to expansion of the CDD. Based on this review, expansion of the CDD is not inconsistent with applicable elements or portions of the State and Collier County Comprehensive Plans. There is no specialized problem as related to this factor. - 2- Comments on State and Collier County Comprehensive Plan goals, objectives, and policies pertaining to the engineering aspects of expansion of the CDD, and specific application to the CDD, are provided in the following discussion. State Comprehensive Plan Subject 15 -Land Use This goal recognizes the importance of locating development in areas that have the resources, fiscal abilities and service capacity to accommodate growth. Community Development Districts are designed to provide services and facilities in a fiscally responsible manner to areas that can accommodate development. The proposed CDD expansion will be a vehicle to provide a high quality of infrastructure facilities and services in an efficient and focused manner at sustained levels over the long-term life of the community. Subject 17 -Public Facilities Subject 17 addresses public facilities. The goal is to finance new facilities in a timely, orderly, and efficient manner. In particular, Policy 3 states that the cost of new public facilities should be allocated to existing and future residents on the basis of the benefits received. Policy 6 also encourages the identification and implementation of innovative but fiscally sound and cost-effective techniques for financing public facilities. Expansion of the existing CDD will further this goal and related policies. Subject 20 - Governmental Efficiency This goal recognizes the importance of Florida governments economically and efficiently providing the amount and quality of services required by the public. The expansion of the existing CDD would economically and efficiently provide the infrastructure, facilities and services necessary for community development within its boundaries. Subject 25 -Plan Implementation This subject calls for systematic planning capabilities to be integrated into all levels of government throughout the state, with particular emphasis on improving inter- governmental coordination and maximizing citizen involvement. The existing CDD operates through a separate and distinct Board of Supervisors (the "Board") who will systematically plan the construction, operation and maintenance of public improvements and community facilities authorized under Chapter 190, Florida Statutes, subject to and not inconsistent with the local government comprehensive plan and land development regulations. Further, meetings held by the Board are publicly advertised and open to the public. - 3- Collier County Plan Within Collier County, the local comprehensive plan is outlined within the Collier County Growth Management Plan. The establishment of the CDD to provide the governmental service of Fiddler's Creek CDD #2 complies with the goals, objectives, and policies of the Collier County Growth Management Plan. Public Facilities Element -Potable Water Sub -Element Where Community Development Districts, or other similar special Districts are established to provide a tool for developers to finance infrastructure or other purposes, wholly or partially within the Collier County Water -Sewer District, water service shall be connected to the regional system, and internal facilities shall be conveyed when acceptable to the Collier County Water -Sewer District for operation and ownership. The CDD will provide potable water infrastructure to support the proposed development within the CDD boundaries and will connect the system to Collier County consistent with the Collier County Utilities Ordinance. The expansion of the existing CDD is consistent with this Policy. Future Land Use Element Objective S and Policy 5.1: All rezoning must be consistent with this Growth Management Plan. Fiddler's Creek is a residential master planned community, which utilizes the Planned Unit Development zoning District alternative to establish the development program, and the establishment of Fiddler's Creek Community Development District #2 to provide governmental and infrastructure services. The project site is located in areas designated as: Urban Coastal Fringe SubDistrict as depicted on the Collier County Future Land Use Map. This master planned project is consistent with this objective and policy and has been found consistent with the Growth Management Plan by the Collier County Board of Commissioners. _M Intergovernmental Coordination Element Goal I; Collier County will maintain or enhance the level of coordination and cooperation among the various governments, authorities and agencies making decisions affecting natural resources, housing, historic and archeological resources, public facilities, and public services within and around Collier County, to resolve differences and to achieve compatible and coordinated plans. Objective I Collier County (County) shall continue to establish and maintain intergovernmental communication and level of service coordination mechanisms to be used by the County, Everglades City, the City of Marco Island, the City of Naples, and the City of Bonita Springs, adjacent Lee County, Hendry County, Broward County, Dade County, Monroe County, the District School Board of Collier County School Board, the State of Florida, the Florida Department of Environmental Protection, Florida Department of Transportation, and South Florida Water Management District, and any other entity that provides a service but may not have land use authority. Policy I.I.• Collier County shall continue to utilize existing coordination mechanisms, e.g., interlocal planning agreements, joint meetings and any other mechanism described in this element which promotes consistent planning activities. The CDD has coordinated with and received necessary approvals from both public and private sector agencies in the delivery of services, such as Collier County Utilities, independent fire control Districts, Collier County Department of Transportation, and Florida Power and Light to ensure the services are coordinated and non -duplicative. The CDD will continue to coordinate plans with the various governmental agencies as it develops. The expansion of the existing District is consistent with this goal and associated objective. The expansion of the existing CDD, pursuant to Chapter 190, Florida Statutes, is not inconsistent with the goals objectives and policies of the Collier County Growth Management Plan. Based upon the aforementioned findings, the expansion of the existing District would not be inconsistent with any goals, policies, sections, or portions of the Plan, even if it were to exercise any and all of its statutory powers. Further, the expansion of the existing CDD would not be inconsistent with those parts of the Plan, which do not relate to the creation and establishment of a District. - 5- The CDD expansion area is an estimated 37.70 acres. When combined with the current CDD, it is sufficiently large to realize economies of scale for the District's improvements, systems, services, and facilities. The CDD area is sufficiently compact and is entirely contiguous. A functional interrelated community is, from an engineering standpoint, a community that can be efficiently and effectively served by public works systems, facilities, and services. Public works systems, facilities and services are facilities and improvements that provide for the general health, safety, and welfare of the users. Examples of common public works systems, facilities and services include roadways, potable water systems, sewer systems and water managements systems. An area's size and shape (or relatively compact and contiguous nature) are important factors in determining whether public works type services can be provided to the area in an efficient and effective manner. The size of the area is important because of the economics of scale that are realized when these types of improvements and facilities are constructed and maintained. A compact and contiguous area can be served by efficiently designed and constructed improvements and facilities. The proposed land area for the expanded CDD is of a sufficient size and relatively compact and contiguous nature to be developable as one functional interrelated community. FACTOR 4• Whether the District is the best alternative available for delivering community development services and facilities to the area that will be served by the District. In commenting on whether the CDD is the best alternative for delivering services and facilities in the Fiddler's Creek area, the following alternatives were considered: 1. Provision of systems, facilities and services through the private development and a homeowner's association. 2. Provision of systems, facilities, and services by Collier County Government, or managed by Collier County and funded through a Municipal Services Taxing Unit or Municipal Service Benefit Unit, or managed and financed by a dependent District on behalf of Collier County. 3. Provision of systems, facilities, and services by a CDD (or other independent special purpose local government). As previously stated, Collier County will own, operate, and maintain the water and sewer systems, facilities, and services. The CDD is a government that exists to use pinpointed and focused management to not only construct but to maintain systems, facilities, and services for the community with long-term sustained high quality. The single purpose District is differentiated from the general purposes of the County government, the private and varied purposes of a homeowner's association and the profit -making purpose of a private landowner/developer. There is no specialized problem as related to this factor. In my - 6- opinion, the CDD is the best alternative for providing the other facilities and services because: 1. The proposed area's size, relatively compact, contiguous nature, and land features are amenable to construction and maintenance of efficient and effective community services systems. 2. The costs of the community systems, services and facilities would be borne by the users. 3. The costs can be appropriately apportioned among the users. 4. Revenue generated by the CDD will be used only to provide community services and facilities to the users. 5. The CDD Board of Supervisors is initially elected by the landowners and thereafter by qualified electors residing in the CDD, to make the decisions regarding their community systems, services, and facilities. 6. The CDD has sufficient powers to ensure appropriate maintenance and funding of the community systems, services, and facilities. 7. The CDD has more local, detailed knowledge of and the duty to provide the community systems, services, and facilities. 8. The CDD will be more responsive to the community needs due to its concentrated location and specific responsibilities for all indicated systems, services, and facilities. 9. Some of the CDD's community systems, services and facilities are unique to the community and best served by a local, knowledgeable entity. Certain of these systems, facilities, and services, especially at higher quality, may not be as easily available without the use of the CDD and its tax-free up -front financing. FACTOR 5• Whether the community development services, and facilities of the District will be incompatible with the capacity and uses of existing local and regional community development services and facilities. The Collier County Comprehensive Plan serves as the adopted policy regarding public systems, facilities and services and levels of service standards. The CDD must operate within the policies in the Collier County Comprehensive Plan and the development approval processes in place to ensure compliance with the Plan. These policies and processes will ensure that the community development systems, facilities, and services of the District will be compatible with the capacity and uses of existing local and regional community development services. In the case of the CDD, the County will operate and maintain the potable water and sewer systems, facilities, and services while the CDD manages stormwater, irrigation, and other community facilities. This arrangement is consistent with the policies addressed in the Comprehensive Plan that suggests the County is the lead agency in operating water and sewer system. This policy is listed in the - 7- Comprehensive Plan as Policy 2.3.3. and specifically reads "development in the Future Urban Service Area maybe permitted with on -site wastewater facilities only with approval of the Board of County Commissioners and only if the proposed wastewater treahnent facility is render government ownership and control." Providing local systems, facilities, and services for the proposed expansion land area through the CDD, while more regional type services such as water supply and sewage treatment area provided by the County is a common and compatible arrangement. There is no specialized problem as related to this factor. FACTOR G Whether the area that will be served by the District is amenable to separate special -District government. ne question of whether the: land area is "amenable" to separate special District government is also related to the questions of size, compactness, and contiguity but tapes the review of the proposed land area one step farther. From an engineering standpoint, a review of the land area as "amenable" or suitable for separate special District government calls for consideration of special features of the area, beyond size or shape, that would present any special difficulty in development and providing community improvements and facilities such as water, sewer, and roads. Based on a review of the areas and, the engineering master plan, there are no special or unusual difficulties with providing the improvements and facilities. 1 _ 01- 6-0k, P' attest that the statements and finding in this report are true and accurate to the best of my 'knowledge. Signature: - 8- STATE OF r40X t 4> ' COUNTY OF NLL1 The foregoing instrument was acknowledged before me by means of /physical presence or _online nptari2tion, this (date) i0 �D o2.1 by (name of officer/agent & title)l�J•�eRfzy(��1015. / ,tr�lRl of (name of corporation acknowledging) _j4040 AP"m&t Zed • a (state or place of incorporation) ►C ffdPh corporation, on behalf of the corporation. !Je/she is personally known to me or has produced (type of identification) as identification. PAULEiTE0EBU5LHAR9pNNEAU $i nature of person tali acknowledgem nt) Notary puhl o • State of Flarld� � Commlision N HH 0'J1### „orb.. MY Comm, ExplroDoc 7, 102# (Name typed, printed or stamped) Banded through Hatignli Notary ,Um, SEAL /ll fJ (Title or rank) (Serial number, if any) Ma W. Terry Cole, P.E. Senior Vice President! Principal Mr. Cole has experience as Project Manager on both civilian and military engineering projects. He has been involved in planning, designing, permitting and construction on a wide variety of facilities. At Hale Montes, Inc. Mr. Cole has been Project Manager for many land development and municipal projects. He has handled projects from the design and permitting phases through construction inspection and infrastructure acceptance. He has worked extensively with Naples Community Hospital since 1991, successfully completing projects that range from parking garages, a Bed Tower expansion, and expansion of Emergency Room facilities at the Downtown and North Naples campuses. Other major projects include drainage and roadway improvements in Pine Ridge Industrial Park; Quail West, a 1,200-acre residential development including a 36-hole golf course; Fiddler's Creek, a 3,930-acre residential golf course development; Olde Cypress, a 470-acre residential golf course development; Bridgewater Bay, a singlelmulti-family development; the master planning and design for First Baptist Church and Academy (100- acre project); Longshore take, a residential community; and Siena Lakes, a 420 unit continuing care retirement community. Mr. Cole has designed facilities on many other commercial/residential sites. They include. Radiation Therapy Center, Sports Authority, Collier County Production Park, North Naples Medical Park, World Tennis Center, Briarwood and Safe Harbor. He also serves as the District Engineer for the Lely Community Development District (CDD) and Fiddler's Creek #1 and #2 CDD, Hacienda Lakes CDD, Naples Reserve CDD, Verona Walk CDD, Naples Heritage CDD and Vasari CDD. As staff civil engineer and head of facilities management at the Naval Hospital in Newport, RI, Mr. Cole was responsible for maintenance and construction of hospital facilities. He directed a Public Works maintenance department and coordinated the design and construction of base facilities. He managed a budget of $2 million per year for maintenance and utilities for base facilities. As resident officer in charge of construction at the Naval Base in New Orleans, LA, Mr. Cale was a Contracts Administrator. He supervised coordination, planning, inspection, change order negotiation and project acceptance for a wide variety of more than 100 projects with a total construction value of $23 million. Projects included runway and taxiway improvements, drainage and sanitary sewer improvements for base facilities and construction and renovation of new and existing buildings. • Fiddler's Creek • Quail West Olde Cypress • North Naples Research and Technology Park • Pine Ridge Industrial Park • Naples Community Hospital Downtown Campus • Naples Community Hospital North Collier Hospital • Palmetto Ridge High School • First Baptist Church of Naples (Church and Academy) • Seacrest County Day School Expansion • Siena Lakes Education Bachelor of Science, Civil Engineering Texas A & M University, 1983 Professional Registration Professional Engineer, Florida No, 42347 950 Encore Way • Naples, Florida 34110 � 239.254.2000 6200 Whiskey Creek Drive • Fort Myers, Florida 33919. 239.985.1200 ■■ 14nm; HOLEMONTES 17.A.2 Q EXHIBIT ❑ Packet Pg. 1 3 liyi i is ;fi4 r' ! Y . �r• _ ._;� r: ■� +k LEGEND 1 t A$ 2 _--'1 �, I rlr r1 ^+� 1 I 14 . -1 .! ---_ _! �/ �+ �.' �' y' v � �1--+ � � ■�aaaaa■ EXISTING COMMUNITY DEVELOPMENT r-- i ' x DISTRICT 1 BOUNDARY LINE 30D 0 no BUD s_' ,If l - P ■ / f i - 1 I EXISTING COMMUNITY DEVELOPMENT 1 SCALE IN FEET DISTRICT 2 BOUNDARY LINE R PRO P05EQ COMMUNITY DEVELOPMENT ��- ■ �� DISTRICT I BOUNDARY LINE EXISTING Coo 2 PROPOSED COMMUNITY DEVELOPMENT BOUNDARY LINE DISTRICT 2 BOUNDARY LINELAND WrIURE N AREA COD 1 COD 2 DEVELOPMENT FUTURE DEVELOPMENT BOUNDARY LINE 1 34.97 +34.97 � 4 - 1.73 + 1.73 1 _ n CDD EXISTING COD 1 AND FRDfVI COMMUNITY DEVELOPMENT 5 - 1.80 + 1.80 p — •• hllK� Mf=7V I ti . LTAFt '�_� 1 - 6 + 0.79 079 COD BOUNDARY LINE DISTRICT 1 TO FUTURE DEVELOPMENT 7 + 0.14 0..14 c .�'pa, Net -26.63 +37.70 -11.07 TI pARY LINE `� FROM COMMUNITY DEVELOPMENT Change DISTRICT 1 TO COMMUNITY DISTRICT 2 0 o w • y✓t F 1 1 1 _ AREAS OF CHANGE FROM FUTURE DEVELOPMENT TO y ? +'f r ■, 1 LJ r DISTRICT I 0 MAR5ry r 1! 1 �Gl R I ❑` 2 1 r ! �d�� ' ++ 1 ��5. I + • 1 I - , a FROM FUTURE DEVELOPMENT TO E DISTRICT 2 3 S-i} I f NOTE E lggq' r '' � �, _ 1 ■ —t. _ - - MINOR DMRENCES 13ETWEEN INDIVIDUAL LAND USE E `f •; • }8.� ■ 2,1 _ AREAS AND NET E%CHANGE AREAS IS Ol1E TO f. '•.` - - — L• M1 ' _ - _— t - L-�,.�- _ RDVNDIHG - Ci uM DR�� t D FUTURE PROPOSED CDD 1 AN F i ,. --- .. 'I:fi - I TI CDD 1- x( } --- +�1 ,,�h IN r 1 DEVELOPMENT BOUNDARY LINE U f` � • - iJJ ' t� FUTURE DEVELOPMENT BOUNDARY LINE 0� LL Rai , DD ND F :1 + EVkO MEET OU A IN 6 Q Q R E](ISfINGCDDi- �- 4� 5 :.• BOUNDARY LINE- ' L �'�y ? ' �� j! r r, r~ I j - a I 0 . . . . . . ... . . . . . . ... i . . . . . . I TING CDD 1 AND FUTURE aDi ELOPMENT BOUNDARY LINE STATE OWNED a CONSERVATION AREA _ : ..... _ • - - - ' I cen wa >wF ro IM e k �o-a ak ua a Lrrn N.r Is n,s+.:, - 1 • .. - . - . _ DAftY LINE _ E)CISTING CDD 1 BOUN1 de,eWer. e•�eclel-v+ a .yfs As to �m [sso'roveo4�d h .siwe. 1 .nkrle a-Nq d: of na! Fx,n. _ _ _ - _ - - - - . . - .e+lr, w 1�lui�nseek Weave nor m ra�d.ar E•xIt R'k eexpkW pin k. neihv o amN •+ep d k rgHre.ed rvire! v, NO y'Wpnd�rq o of FAG dr �ieY• AiL inner o. e d-,.f�y p,-0eusrs k+ j` de�wmmL Anil n,.l ,rxa1 Ryr:�l a :Al . •PSk•. VSN C�+�lri uG Yi R'IAI. Rei"il -� p{== D1' DATE ■ A pnH F COi13iRucC LAD Fy-E HlWi: EwAAnx HD.: T.C. A.L.J. 8121 950 Encore Way MUMS Va m BROW. �JJf /� D"m 9T DAM � Naples, FL 34110 COMMUNITY DEVELOPMENT SEE PLQTSTAMP 5000-2 / ,,' A L.J 8 21 N_ Phone: (239) 254-2000 DISTRICT ® cR[ W.T.C. DAM B 21 Florida Certificate of PRDxcr kaa: saeT Iro.: m -LW"II Oininr'"'�'• .'Fn,IC.l9GSE HowzP3/2scALc WHO ., "TIES. AulhukatianNo.1772 PROPOSED REVISIONS MAP D.W 2021.009 2 of 3 :r1TR REAMS DALE A t" = 3DDp Packet Pg. 1634 COD PREVIOUS PROPOSED HET CHANGE AREA AREA (Ac.) AREA [AC-) AREA (Ac.) 1 1,542.95 1,316.31 -26.64 2 849.73 B87.BD +37.87 /iy z �_I •ate .J 15 - Y —� `v f�TXJ�I rt_^J�T,I'I*1 ,a • ]•y'r _ _ i••/rii//J .. +�'7F�xy I : j'II} �i..��{.... .+y 1 ,*I f >�I. =1 1 . 5'ti J -•!C - - -V "''I"�- `��'j. is � 1.,} i � Q f� - - -I i k�yw--`�-u,F �..lifrRr!lli RY!]l Ri.p711.N Rrgi r� S' r7 iMMN -- �i pf1Y�4 ;r I — — _ _ _ _ _ _ _ — _ _ i — ,�pp O 300 fiU0 r'- `I I ■ - I SCALE W FEEY R ! I I — -•-• — — — —— — + - - } — + Ir If '''i V i s t r t ' y` _ _ I r �r _ ` LEGEND �# -___- 1 `-y f I rr._--� ; 7 '+ i ■..aa.lr■ EXISTING COMMUNITY DEVELOPMENT { t { r r rI DISTRICT 1 BOUNDARY LINE rn I'� til i f'■ r + s i i i �`� �`'' EXISTING COMMUNITY DEVELOPMENT - ,6, .1- •�� i ; + i _ + ,� t •••••••• DISTRICT 2 BOUNDARY LINE d PROPOSED COMMUNITY DEVELOPMENT a DISTRICT I BOUNDARY LINE 2 -_ �l + r r r r r� * • PROPOSED COMMUNITY DEVELOPMENT d DISTRICT 2 BOUNDARY LINE FUTURE DEVELOPMENT BOUNDARY LINE E ; FROM COMMUNITY DEVELOPMENT o V `'`' -_' I__i ry: `-` ~� i;1 f ■+ i d 'y i �.W' DISTRICT 1 TO FUTURE DEVELOPMENT Y FROM COMMUNITY DEVELOPMENT d �` '' �, I ' �ti z z i �� v i I►� DISTRICT 2 TO FUTURE DEVELOPMENT V SJ JA 4 �* {w i i FROM FUTURE DEVELOPMENT TO DISTRICT 1 LL i + } y L�o� rr ■ ti� f�f +u i -'� ■ i l FROM FUTURE DEVELOPMENT TO fr. ! 21 }� If/ I r + ■ t .-'.; DISTRICT 2 O ❑ ?1 y y y I y + _ems•' � � I _ � � '; + 1 I I I- as ------ Coll1# 9 o r D y f• ..;+�.K , •.7- 'III —� ecseu+eo av o ® I �GL+f�..r f•': rV/�� Puna ar o cRmao ar o O ` LAND FUTURE M I ' - AREA CUD 1 CDO 2 DEVELOPMENT J 1 -34.97 +34.97 - a 2 - +2,73 -2.73 C 3 +10.94 - -1v.84 ,y f 4 1.73 + 1.73 C EXISTING CDO 2 5 i ,3o + 1.30 � ;'BOUNDARY LINE6 + 0.79 0.79 Q. 7 + 0.14 - 0.14 x f Net -26.63 +37.70 -11.07 Lu _ Change — EX(ISTfNG CDD 1 AND j ` _ AREAS OF CHANGE 2 CDO 2 BOUNDARY LINE FUTURE DEVELOPMENT B011NDARY LINE ►6� s F utu re RoiE: r�.a [ 7 1 M l MIKOR OIFFERENCES DEYWtL N INDIVIDUAL LAND USE Q ' RD1JNOl C D NET EXCHANGE AREAS IS Ol1E TO ,Development ,Fi C e : NFlx it !na n ,1<Nn.nl req.s,llna`� c: a niNt of rt g,", /----^■7}I d 111.1. pen la aIht 1a q. .lsic s! ee+Vl . rpvripnpily of gaaenlnlmhx aan= e- "d •.e•p, +a i ne�,_ r vnd n.,ei Ra Ih� plan h canmlud � tpWn :t y _ ��` .., .. Q s.re=ire �� yn�e, o>.al�� .r n.sa rwr w lwa.nr r•xl. rwz, i �1 -ea+aP 9 mw v e•vnn.N an•.�-MW fa^wwdW , y � _ I - dwa,elJldpp a Geh Lrl tern. cNr es Ne d.yyp P��A�ai la dprrl rny, .. 4.� � rF, ` f ��`�_� l l } nu np l r.risrl Lvprlphl [ 1021 FA!!ri PaA C�nvn nl�, a!G RS Fry�lf ll rtuv..f. a 950 Encore Way :r`r`wRo,nrlo rro wdmuinn, c+n prc Hut, oR�nvlc Ha.: 'w COMMUNITY DEVELOPMENT=mom s 8121 e:(23Naples. FL. 34110 SEE T ML. AASP 5 NDL a Phone: (233} 25-0-21700 DISTRICT 2 per Na �� Na ficale of a 21 HOLEMONTES Authorization PROPOSED REVISIONS MAP „:�R,� eslucrxKnzu,u� Auihwizatio l No.1772 o.n 2021.009 OF 3 Packet Pg. 1635 COD PREHOQ$ PROPOSED NET CHANCE AREA AREA (AC.y AREA [AL.j AREA (AI:.) 1 1,342.95 1,316.31--26.64 2 849.73 867,6p +37.67 17.A.3 ORDINANCE NO.22- AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NO.02-61, AS AMENDED, THE FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #2; AMENDING THE DISTRICT BY EXPANDING THE EXTERNAL BOUNDARIES BY APPROXIMATELY 37.87 ACRES, INCREASING THE SIZE OF THE DISTRICT FROM APPROXIMATELY 849.73 ACRES TO APPROXIMATELY 887.60 ACRES; PROVIDING FOR CONFLICT AND SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE OF LAWS AND ORDINANCES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on November 19, 2002, the Board of County Commissioners (Board) adopted Ordinance No. 2002-61 establishing the Fiddler's Creek Community Development District #2 (District), as a community development district within the meaning of Chapter 190, Florida Statutes; and WHEREAS, the original boundaries set forth in Ordinance 2002-61 established boundaries resulting in 998.79 acres; and WHEREAS, these boundaries have been previously modified by Ordinance 2014-26, Ordinance 2017-16, Ordinance 2019-15, and Ordinance 2019-32; and WHEREAS, Fiddler's Creek Community Development District #2 (Petitioner), through its counsel, Gregory L. Urbancic and Anthony P. Pires, Jr., has petitioned the Board of County Commissioners (Board) of Collier County, Florida, a political subdivision of the State of Florida, to expand the boundaries of the District by approximately 37.87 acres, as authorized by Section 190.046 (1), Florida Statutes, increasing the size of the District to approximately 887.60 acres; and WHEREAS, Petitioner has simultaneously filed a Petition (CDD # 1 Amendment Petition) with the Florida Land and Water Adjudicatory Commission (FLAWAC) for the amendment of Fiddler's Creek Community Development District# 1 (CDD # 1); and WHEREAS, approval of this Petition is completely contingent upon the approval of the CDD #1 Amendment Petition, so Petitioner has requested that this Ordinance be effective as of Page 1 of 4��.' Packet Pg. 1636 17.A.3 the date that the rule amendment process by FLAWAC of a Rule amending CDD #1 is complete as evidenced by entry of the amended rule for CDD# 1 by the Florida Secretary of State; and WHEREAS, the Board considered the Petition at a duly noticed public hearing; and WHEREAS, upon consideration of the Petition, the Board determined the following: l . The statements made within the Petition are true and correct. 2. Amending the Ordinance is not inconsistent with any applicable element or portion of the state and local comprehensive plan. 3. The land within the District continues to be of sufficient size, to be sufficiently compact, and to be sufficiently contiguous to be developable as a functionally interrelated community. 4. The District continues to be the best alternative available for delivering community development services and facilities to the area serviced by the District. 5. The service and facilities of the District will continue to not be incompatible with the capacity and uses of any existing local and regional community development services and facilities. 6. The area to be serviced by the District remains amenable to separate special district governance; 7. The Amendment 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 Petitioner has otherwise satisfied all requirements set forth in Section 190.046, Florida Statutes, and finds it to be in the best interest of all parties to make the effective date of this Ordinance contingent on the approval of the CDD # 1 Amendment Petition by FLAWAC. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: Page 2 of 4 tCA,O Packet Pg. 1637 17.A.3 SECTION ONE: AMENDMENT OF ORDINANCE NO. 02-61, AS AMENDED. The previous legal description of the District as depicted in Exhibit A, is hereby superseded and replaced by the legal description of the District described in Exhibit B, reflecting the areas added to the District through thus amendment. SECTION TWO: EXTERNAL BOUNDARIES OF THE DISTRICT. The external boundaries of the District encompass 887.60 acres of land, more or less, as described in Exhibit B. SECTION THREE: CONFLICT AND SEVERABILITY. In the event this Ordinance conflicts with any other ordinance of Collier County or other applicable law, the more restrictive shall apply. If any phrase or 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 THE CODE OF LAWS AND ORDINANCES. The provisions of this Ordinance shall become and be made a part of the Code of Laws and Ordinances of Collier County, Florida. The sections of the Ordinances may be renumbered or relettered to accomplish such, and the word "ordinance" may be changed to "section," "article," or any other appropriate word. SECTION FIVE: EFFECTIVE DATE. This Ordinance shall not become effective until the date that the rule amendment process by FLAWAC of a Rule amending CDD # 1, as requested by the CDD #1 Amendment Petition dated November 18, 2021, is complete as evidenced by entry of the amended rule for CDD # 1 by the Florida Secretary of State and the filing of an amended notice of establishment for CDD #1 in the Public Records of Collier County, Florida. If the CDD #1 Amendment Petition is denied by FLAWAC or the rule amendment process by FLAWAC of a Rule amending CDD # 1 is not complete by November 18, 2022, this Ordinance shall be rendered void. Page 3 of 4 CAOY Packet Pg. 1638 17.A.3 PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this day of , 2022. ATTEST: CRYSTAL K. KINZEL, Clerk of Courts Jeffrey , Deputy Clerk , County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA am Page 4 of 4 William L. McDaniel, Jr., Chairman Packet Pg. 1639 EXHIBIT "A" 17.A.3 (17 pages).__ _ LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 28 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; . BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF SAID SECTION 13. RUN S89'55'46'E FOR A DISTANCE OF 4688.27 FEET, TO A POINT 014 THE -SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41 (TAMIAMI TRAIL), A 200' WIDE RIGHT-OF-WAY; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN SW21'29"E FOR A DISTANCE OF 3793.56 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S35'39'17'W FOR A DISTANCE OF ID7,40 FEET, TO A POINT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350,00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03", AND BEING SUBTENDED BY A CHORD OF 383.13 FEET, AT A BEARING OF S12'43'35'E, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110-27-50", AND BEING SUBTENDED BY A CHORD OF 246,44 FEET, AT A BEARING OF S34'46'28'E, FOR AN ARC LENGTH OF 289.19 FEET, THENCE RUN N89'59'37`E FOR A DISTANCE OF 58.44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20,00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N63'44'28'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34', AND BEING SUBTENOED BY A CHORD OF 24.82 FEET, AT A BEARING OF N44'59'37'E, FOR AN ARC LENGTH OF 2C89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 5T30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N26'14'45"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN 1489'59'37"E FOR A DISTANCE OF 1GO.00 FEET, TO A POINT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20,00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17 AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S26'15'32'E, FOR AN ARC LENGTH OF 18,33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34', AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF S45'00'23'E, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAYING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'11', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S63'45'1I"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN SOO'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37"E FOR X DISTANCE OF 113,70 FEET; THENCE RUN SOO'00'23'E FOR A DISTANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A CENTRAL ANGLE OF 29'39'13', AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF SIV49'13iV, FOR AN ARC LENGTH OF 165,62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS DF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18'36'36, AND BEING SUBTENDED BY A CHORD OF 384,82 FEET, AT A BEARING OF S38'57'OB1V, FOR AN ARC LENGTH OF 386.52 FEET, TO A POINT OF NON -TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38", AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF S44'45'59'E, FOR AN ARC LENGTH OF 46.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 62.58 FEET, THROUGH A CENTRAL ANGLE OF 18'38'25', AND BEING SUBTENDED BY A CHORD OF 20.27 FEET, AT A BEARING OF S24'15'23'E, FOR AN ARC LENGTH OF 20.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE. OF 61'46'37 AND BEING SUBTENDED BY A CHORD OF 46,20 FEET, AT A BEARING OF SOT41'17'E, FOR AN ARC LENGTH OF 48.52 FEET; THENCE RUN S28'12'02'W FOR A DISTANCE OF 70.46 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 26'33'16', AND BEING SUBTENDED BY A CHORD OF 137.80 FEET, AT A BEARING OF S14'55'24'W, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL. REVERSE CURVATURE, THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74'19'47', AND BEING SUBTENDED BY A CHORD OF 362.47 FEET, AT A BEARING OF S38'48'40'VT, FOR AN ARC LENGTH OF 389.19 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300,00 FEET, THROUGH A CENTRAL ANGLE OF 85'58'55', AND BEING SUBTENDED BY A CHORD OF 409.13 FEET, AT A BEARING OF S3T59'061V, FOR AN ARC LENGTH OF 450.20 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45,00 FEET, THROUGH A CENTRAL ANGLE. OF 111'49'56', AND BEING SUBTENDEO BY A CHORD OF 74.54 FEET, AT A BEARING OF S45'54'37'V7, FOR AN ARC LENGTH OF 87.83 FEET, THENCE RUN N78'10'25W FOR A DISTANCE OF 19C68 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 118'41'28', AND BEING SUBTENDED BY A CHORD OF 76.61 FEET, AT A BEARING OF N19'49'41'W, FOR AN ARC LENGTH OF 91.65 FEET; THENCE RUN N36'31'03'E FOR A DISTANCE OF 111,08 FEET; THENCE RUN 1,151'28'571Y FOR A DISTANCE OF 105.27 FEET, TO A POINT OF NON-TANGENTLAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75'57'07', AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A BEARING OF S78'42'20'W, FOR AN ARC LENGTH OF 483.85 FEET, TO A POINT OF NON -TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107'40'34, AND BEING SUBTENDED BY A CHORD OF 72.66 FEET, AT A BEARING OF SI6'S8'44"W, FOR AN ARC LENGTH OF 84,57 FEET, TO A POINT OF ON -TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 74'43'05', AND BEING SUBTENDEO BY A CHORD OF 315.54 FEET, AT A BEARING OF S33'46'55'W, FOR AN ARC LENGTH OF 339.06 FEET; THENCE RUN S03'34'37"E FOR A DISTANCE OF 87.88 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47", AND BEING SUBTENDED BY A CHORD OF 330.79 FEET, AT A BEARING OF S43'44'16"W, FOR AN ARC LENGTH OF 321.61 FEET; THENCE RUN N88'56'50"W FOR A DISTANCE OF 322.37 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 18'35't0", AND BEING SUBTENDEO BY A CHORD OF 92.05 FEET, AT A BEARING OF N79'39'15'W, FOR AN ARC LENGTH OF 92,45 FEET; THENCE. RUN Nff56'39'Vf FOR A DISTANCE OF 664.33 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 42'5213', AND BEING SUBTENDEO BY A CHORD OF 58.47 FEET, AT A BEARING OF S69'37'1519. FOR AN ARC LENGTH OF 59.86 FEET, TO A POINT OF C014POUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 9411'25', AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING OF NBC43'04"W, -FOR AN ARC LENGTH OF 133.49 FEET; 950 Encore Way Naples, FL, 34110 Phone: (239) 254-2000 LEGAL DESCRIPTION HOLE MONTES Florida Certificate of ematrurMI(As rrou Authorization No,1772 COMMUNITY DEVELOPMENT DISTRICT 2 N v �L N 0 C O E 0. O a> O C 3 E O U Y a> U Ch d LL 0 0 0 N 0 U Y a> U ) d LL I O U C m C 'a O C O t c� R Q Packet Pg. 1 071 17.A.3 (CONTINUED FROM SHEET 1 OF 5) THENCE RUN S0"47'071V FOR A DISTANCE OF 126.86 FEET; THENCE RUN N7T46'12'W FOR A DISTANCE OF 78.84 FFET; THENCE RUN N8B'51'531Y FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'391V FOR A DISTANCE OF 685:72 FEET; THENCE RUN S05'42'49 W FOR A DISTANCE OF 66.04 FEET; THEI4CE RUN NB4'17'il-W FOR A DISTANCE OF Q,52 FEET; THENCE RUN S28'00'46W FOR A DISTANCE OF 219.00 FEET; THENCE RUN N61'59'14'Yl FOR A DISTANCE OF 66731 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41', AND BEING SUBTENDED BY A CHORD OF 82,46 FEET, AT A BEARING OF N73'53'04`W, FOR AN ARC LENGTH OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF i6'27'34', AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING OF N7733'0814, FOR AN ARC LENGTH OF 86.18 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 61'29'33', AND BEING SUBTENDED BY A CHORD OF 163.37 FEET, AT A BEARING OF 1,138'304'W, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 137.DO FEET, THROUGH A CENTRAL ANGLE OF 112'55'12% AND BEING SUBTENOED BY A CHORD OF 228.38 FEET, AT A BEARING OF N64'17'24W, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN S59'15'OD'W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 71'28'36", AND BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING OF H85'00'42W, FOR AN ARC LENGTH OF 168.41 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 38'03'09", AND BEING SUBTENDED BY A CHORD OF 163.00 FEET, AT A BEARING OF N68'17'59'W, FOR AN ARC LENGTH OF 166.04 FEET; THENCE RUN H87*19'33 W FOR A DISTANCE OF 86,72 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF BV16'60', AND BEING SUBTENDED BY A CHORD OF 12.89 FEET, AT A BEARING OF N4711'081Y, FOR AN ARC LENGTH OF 14.01 FEET; THENCE RUN NOT02'431V FOR A DISTANCE OF 40.73 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100,00 FEET, THROUGH A CENTRAL ANGLE OF 54'47'04', AND BEING SUBTENDED BY A CHORD OF 92.02 FEET, AT A BEARING OF N34'205V1, FOR AN ARC LENGTH OF 95.62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550.00 FEET, THROUGH A CENTRAL. ANGLE OF IN06'41', AND BEING SUBTENDED BY A CHORD OF 125.5E FEET, AT A BEARING OF N6B'2SD7 W, FOR AN ARC LENGTH OF 125.86 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 4656'36", AND BEING SUBTENDED BY A CHORD OF 398.30 FEET, AT A BEARING OF N51'28'09'W, FOR AN ARC LENGTH OF 409.66 FELT; THE14CE RUN N27'59'51'W FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37", AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A BEARING OF N58'18'09'W, FOR AN ARC LENGTH OF 275,04 FEET; THENCE RUN N88'36'28 W FOR A DISTANCE OF 125.93 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'20'20', AND BEING SUBTENOEO BY A CHORD OF 113.77 FEET, AT A BEARING OF S56'43'22'W, FOR AN ARC LENGTH OF 121.02 FEET, 70 A POINT OF TANGENTIAL. REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 48'41'47', AND BEING SUBTENDED BY A CHORD OF 164.91 FEET, AT A BEARING OF S46'24'06"W, FOR AN ARC LENGTH OF 169.98 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 700.00 FELT, THROUGH A CENTRAL ANGLE OF 13'28'56', AND BEING SUBTENDED BY A CHORD OF 164.34 FEET, AT A BEARING OF S77 29'291V, FOR AN ARC LENGTH OF 164,72 FEET; THENCE RUN S84'13'58VI FOR A DISTANCE OF 169.90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250,0D FEET, THROUGH A CENTRAL ANGLE OF 34'43'19', AND BEING SUBTENDED BY A CHORD OF 149.20 FEET, AT A BEARING OF S66'52'181V, FOR AN ARC LENGTH OF 15l.50 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATUREI THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475.00 FEET, THROUGH A CENTRAL ANGLE OF 62'08'00', AND BEING SUBTENDED BY A CHORD OF 490.23 FEET, AT A BEARING OF S81734391V, FOR AN ARC LENGTH OF 515,11 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 6524`33", AND BEING SUBTENDED BY A CHORD OF 216.12 FEET, AT A BEARING OF S78'56'22"W, FOR AN ARC LENGTH OF 228.32 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 43'19'39', AND BEING SUBTENDED BY A CHORD OF 110.75 FEET, AT A BEARING OF S6753'55'Y1, FOR AN ARC LENGTH OF 113.43 FEET; THENCE RUN SB9'33'44"N FOR A DISTANCE OF 33.81 FELT; THENCE RUN NOO'25'58'W FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N26'57'22'W FOR A DISTANCE OF 100,00 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 15'24'01% AND BEING SUBTENDEO BY A CHORD OF 190.23 FEET, AT A WRING OF S70'44'391V, FOR AN ARC LENGTH OF 190.81 FEET, TO A POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG SAID EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, RUN NOD'25'371V FOR A DISTANCE OF 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE ALONG THE SOUTH LANE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14, RUN N88'20'431V FOR A DISTANCE OF 693.91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAIO SECTION 14; THENCE LEAVING SAID SECTION LINE, RUN N52'51'27"W FOR A DISTANCE OF 171.83 FELT; THENCE RUN S3708'33 W FOR A DISTANCE OF 122,51 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14,' RUN NBB'20'43'W FOR A DISTANCE OF 2557.48 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN N00'02'07'E FOR A DISTANCE OF 1389,87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN N88'05'431V FOR A DISTANCE OF 590.35 FEET; THENCE RUN N01'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274.00 FEET; THENCE RUN SBB'09'46'E FOR A DISTANCE OF 1374,52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 11 AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN N01'13'54'E FOR A DISTANCE OF 1860.10 FEET; THENCE LEAVING SAID QUARTER LINE, RUN SBB'46'12'E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 3TO5'11', AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF N17'05'16'E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE RUN N3537'51'E FOR A DISTANCE OF 214.87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT—OF—WAY LINE OF U.S. 41; 'R,A.k. 1 7 16 applosCnoore no N, FL. 3411 LEGAL DESCRIPTION slaw Phone. (239) 254-2000 G1 I'' 4 SIC^TAN-RGE: S HOLE MONTES Florida Cerilflooie of COMMUNITY DEVELOPMENT DISTRICT 2 FILE NW &07O u.tu vs_oao k 1a^s1s_��r ow`cvi"u""1s,^E'M. Aulhorizollon No,1772 rmt mt Packet Pg. 1 171 17.A.3 t ti (CONTINUED FROM SHEET 2 OF 5) T14ENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21'53'E FOR A DISTANCE OF 807.97 FEET, TO AN 114TERSECTION WITH THE EAST LINE OF THE NORTHEAST OUARTER OF SAID SECTION 11; THENCE ALONG SAID OUARTER LINE, RUN S01'00'06'W FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HERE114 DESCRIBED; CONTAINING 1,070.640 ACRES, LESS AND EXCEPT: A PARCEL OF LANO LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10,906 ACRES, MORE OR LESS, TOTAL DESCRIBED AREA - 1,059,734 ACRES, HOLE MONTES, INC. CERTIFICATE OF AUTHOR12ATIO14 NUt.TBER LB 1772 8Y _e - - - - ...-PS.(4. 16278 JOHN J. HILTONl STATE OF Eno unnnn_ap.,,.� fin¢: 950 Encore Wa - --- ORABHC No, SHCFRl H7 /6-, Naples, Fl. 3d110 -7366-2 3 5 Phone: ((239) 254-2010 LEGAL DESCRIPTION PRO, cT �' o— SEC-TMI-RCE: HOLE MONTFS Florldo CorlIM . of 1998070 IIA3,I4-•SIS-26E k 18-51S-27E "mecou?A'�t suntvoas Aulhorizallon No,t772 COMMUNITY DEVELOPMENT DISTRICT 2 ME Wit CUB Packet Pg. 1642 17.A.3 \\Vrn-Jofa\Mg1IA•SY!\NtV\S-Slrny�Pro,4rN a/ &W Of (xas>t\AOOIEYS\)DiM10X (t01 ccol REtwislSiQRtriSXQXl Rrtd» 0ACM2 SM-RnOU-9 f,112016 1-44,01 N PWId 6n #w0y4! z It N m Nmrn Nrrnm j �i _ Nrn t{,o, y rn rn V' N t., 1 L41 ( % "AA ("'1 I � In rn 1 ,rj rm m A J. 6fl i � 1 � \ `--------.------------ di I �i Fj Oo -----------^ ___ 45 / j ------ r 00 N o Z W (n I x7 j� r +' p N N / f'V ( ?a m mrn $?c Y("IC, N C C+I I "91i rn Ion n � � rn r 1V Cn M r yCi rn /r co .1 Y¢ ~r n� 8m yV � , '/ V7 0 rq r Z .c x jp-- L a� ------ ---- --------------RANGE 26------ 14p W RANCE 27 ;f111` - �i .p. � �7 / c 1 r m I / / i O I � r / L)f � O DRAWN 0t: R.A.K. DAM 9 7 1 BAHM 950 Encore Way Nop(ea, FL. 210 Phonot 254-2000 SKETCH OF LEGAL DESCRIPTION OPANIV6 s-1No 3e's-2 $NO R � 6 (2S9) HOLE MONTES Flor2 Corilfloale of MGM KAW N P01M Authorizollon No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 (89!Nl!b�0 5Ec-mlt-scu FLE 110 11 13,N-515-26E k 10-515-22E 0002 2dr) Packet Pg. 1643 17.A.3 Ilkn•fate\IElM7b-m19aCGls•suw/\ROfC11 4 lbmf at Lccvt ,A 7Yb{,M7Jpm7aR ooI Cpo} AMda6'�G'fidlfr�MD} R.dsFn 5116C62 W-9,41.01fr 9/7/:016 ION H7 Wild !r 1Scww4ff, CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH Cl 350.00 66'22'03' 383,13 S1743'35'E 405.42 02 150.00 110'27'50' 248.44 S34'48'28'E 269.19 C3 20,00 5730'17' 17.69 NBT44'28'E 18.33 G 95,00 150D'34' 24.82 N44'59'37'E 24,89 CS 20,00 573017' 17.69 N26'14'45E 1B,33 C6 20.00 WWI7' 17.69 S26'15'32E 18.33 C7 95.00 1500'34' 24.82 S45'00'23'E 24.89 Ce 20.00 5730'11' 17.69 S63'45'1I1E 16.33 C9 320.00 2919'13' 163.77 SIV49'1319 185,62 CiO I I BOX WSW 384,82 S38'57'08w 386.52 CIi 45.00 59'39'38' 44.77 S44'45'S9'E 46,88 C12 62,68 18'38'25' 20.27 S24'1S'23'E 20.38 013 45.00 61'48'37' 0.20 $02'41'17'E 48.52 C14 300,00 2633'16' 137.80 S1965'24w 139.04 015 300.00 74'19'47' 362.47 S38'48'40w 389.19 C16 30O.DO MOW 409.13 S3759'D8w 450.20 C17 46.00 111'49'56' 74.64 S45'64'37w 87.83 C18 45.00 116'41'26' 76.61 Nl9'49'4114 91.65 CIO 385.00 7567'07' 449.i0 S78'42'20w 483,55 C20 45.00 10740'34' 72.68 S1658'44w 84.57 C21 280.00 74'43'05' 315,54 S33'48'65w 330.06 C22 225,00 94'37'47' 330,19 S43'44'i6w 371.61 C23 MOD 18'35'10' 02.05 N79i'39'tSw 92,45 UNE TABLE UNE DIRECTION L04M Li gW39'17'W 107.40 L2 N89'59'371 58.44 L3 N89'S9'37'E 100.00 L4 S00'OO'23'E 130,00 L5 N89'59'31E 113.78 L6 S00'00'23E 150.38 L7 S21;12'02w 70,48 LB N78'1O'25w 194.68 L9 N38'31'D3'E 111,08 L10 N51'28'67w 105,27 L11 SOTJ4'37'E 87.88 Li 2 N88'56'50w 322.37 L13 N88'56'39'W 564.33 DRllW ll.* R.A.K. DA : a r t5 950 Enoore WOy Naples, FL. 34110 Phona; (239) 254-2000998070SEC-Mtt-RCHOLE MONTES Florida Cortilloolo of11,1314-515-aaE LINE AND CURVE TABLES COMMUNITY DEVELOPMENT DISTRICT 2 ORIMNc . - 3s -2 SHEET 5 Ej 8 L"2' IC KWEtS iWkWa Authorization No.1772 us LINE TABLE UNE DIRECTION L1710T1i L14 SO4'47'07w 128.86 L15 N7T4b'12w 76.64 Lib N8B'51'S3w 85.84 L17 N84'45'39w 685.72 L18 S0542'49w 86.04 L19 N84'17'11w 48.52 L20 528'00'481V 219.00 l21 N61'S9'141V 687,71 L22 559'15'OOw 5A.92 L2J N8T19'33w 85.72 L24 NOT02'43w 40,73 L25 N2T59'S1w 47.49 do N88'J8'28w 12b.9J CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LE1K;fH C24 80,00 4752'13' S8.47 $69'J7'15w S9,A8 C25 A1,20 94'11'26' 116.98 NB4'43'04w 133,49 C25 200,00 23'47'41' 82,48 N73'S3'441Y 8J,06 C27 300.00 16'2734' 85.89 N7T33'08w 86.18 C2B 150.00 61'29'33' ib3.37 N38'34'34w 1b0�99 C28 iJ7,00 11765'12' 228.38 N64'17'24w 210,00 C30 13$,00 71'28'38' 157.70 N8500'42w 168.41 C31 260,00 38'03'OB' 163.00 N6817'6B1V 168,04 CJ2 t0.00 80'16'50' 12.89 114T11'OB1V 14.01 CJ3 iD0,00 54'47'04' 92,02 N34'26'151V 95.62 C34 b50,00 13'D6'41' 125,58 N652J'07w 125,86 C35 b00.00 46'56$8' 398,30 N51'28'091V 448.66 C3A 260,00 60'J6'37' 262.39 N58'18'09w 275.04 C37 iD0.00 69'20'20' 113.77 S58'43'221V 12i.02 C38 200.00 48'41'47' 164,91 548'24'08w 169.B8 C39 700.00 13'28'S8' 184.34 S/T29'29w 164.72 C40 250.D0 34'43'19' 149,20 588'S2'1Bw 151.50 C41 475,00 BTOB'00` 490,23 S80'34'J9ti1 515,11 C42 200.00 65'24'33' 218.12 S7B'S6'221Y 228.32 C43 1b0.00 4J'19'39' 110.75 56T53'S5w 113.43 C44 709.89 15'24'Ot' 190.23 S70'44'J9w 190.01 C45 350.00 3T05'11' 222.81 N1T05'18'f 228,55 UNE TABLE UNE DIRECTION LENGTH L27 5B4'13'S8w 169.90 L28 58A'33'44w 33.81 L29 N00'25's6w 2874,12 L30 N25b7'22w 100.00 L31 N00'26'37w 495.65 L32 N88'20'4Jw 693.91 l33 N5751'27w 171.83 L34 SJT08'3Jw 122.51 LJ5 N88'20'43w 2557.40 L38 N00'02'07'E 1389.87 L37 N88'05'43w 590,35 L38 N01'43'02'E 1483.79 L39 S88'09'55'E 1274.00 UNE TABLE UNE DIRECTION LENGTH L40 S88'09'46E 1374.52 L41 N01' 13'54� I Bb0.10 L42 S88'48'12'E 518.33 L43 N3537'51'E 214,87 L44 S54'21'53� 807,97 L45 SOt'00'081V 3308.81 L48 S88'05'23i 890.28 L47 S00'2b'31'E 887.45 L48 N88'13'02`N' 691.39 L49 N00'20'41w 888,94 Packet Pg. 1644 17.A.3 Exhibit "B" LEGAL DESCRIPTION; A PARCEL OF LAND LOCATED IN SECTIONS 11, 13 AND 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF SAID SECTION 13, RUN S89'55'46'E FOR A DISTANCE OF 4688.27 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41 (TAMIAMI TRAIL), A 200' WIDE RIGHT-OF-WAY; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54-21-29"E FOR A DISTANCE OF 3793.58 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-DF-WAY LINE, RUN S35'39'17'Vl FOR A DISTANCE OF 107.40 FEET, TO A POINT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66'22'03", AND BEING SUBTENDED BY A CHORD OF 383.13 FEET, AT A BEARING OF SIT43'35'E, FOR AN ARC LENGTH OF 405.42 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110'27'50", AND BEING SUBTENDED BY A CHORD OF 246.44 FEET, AT A BEARING OF S34'46'28'E, FOR AN ARC LENGTH OF 289,19 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 58.44 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N63'44'28'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 15'00'34', AND BEING SUBTENDED BY A CHORD OF 24.82 FEET, AT A BEARING OF N44'59'37'E, FOR AN ARC LENGTH OF 24,89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF N2614'45"E, FOR AN ARC LENGTH OF 18.33 FEET; THENCE RUN N89'59'37"E FOR A DISTANCE OF 100.00 FEET, TO A POINT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'17', AND BEING SUBTENDED BY A CHORD OF 17.69 FEET, AT A BEARING OF S26'15'32'E, FOR AN ARC LENGTH OF 18.33 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 95,00 FEET, THROUGH A CENTRAL ANGLE OF 15-00-34'. AND BEING SUBTENDEO BY A CHORD OF 24,82 FEET, AT A BEARING OF S45'00'23'E, FOR AN ARC LENGTH OF 24.89 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52'30'11', AND BEING SUBTENDED BY A CHORD OF 17,69 FEET, AT A BEARING OF S63'45'11'E, FOR AN ARC LENGTH OF 18,33 FEET; THENCE RUN S00'00'23"E FOR A DISTANCE OF 130.00 FEET; THENCE RUN N89'59'37'E FOR k DISTANCE OF 113.79 FEET; THENCE RUN S00'00'23'E FOR A DISIANCE OF 150.36 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 320.00 FEET, THROUGH A GUITRAL ANGLE OF 29'39'13', AND BEING SUBTENDED BY A CHORD OF 163.77 FEET, AT A BEARING OF SlVQ'13'w, FOR AN ARC LENGTH OF 165,62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 18'36'36', AND BEING SUBTENDED BY A CHORD OF 384,82 FEET, AT A BEARING OF S38'57'081V, FOR AN ARC LENGTH OF 386,52 FEET, TO A POINT OF NON -TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45,00 FEET, THROUGH A CENTRAL ANGLE OF 59'39'38', AND BEING SUBTENDED BY A CHORD OF 44.77 FEET, AT A BEARING OF S44'45'59'E, FOR AN ARC LENGTH OF 46.86 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 62,58 FEET, THROUGH A CENTRAL ANGLE OF IW38'25% AND BEING SUBTENDED BY A CHORD OF 20,27 FEET, AT A BEARING OF S24'15'23'E, FOR AN ARC LENGTH OF 20.36 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO T14E RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 61'46'37", AND BEING SUBTENDED BY A CHORD OF 46.20 FEET, AT A BEARING OF SOT41'17"E, FOR AN ARC LENGTH OF 48.52 FEET; THENCE RUN S28'12'02'W FOR A DISTANCE OF 70.46 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300,00 FEET, THROUGH A CENTRAL ANGLE OF 26'33'16', AND BEING SUBTENDED BY A CHORD OF 137.BO FEET, AT A BEARING OF S14'55'24'1V, FOR AN ARC LENGTH OF 139.04 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 74'19'47', AND BEING SUBTENDED BY A CHORD OF 362.47 FEET, AT A BEARING OF S38'48'40YI, FOR AN ARC LENGTH OF 380,19 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300,00 FEET, THROUGH A CENTRAL ANGLE OF 8650'55", AND BEING SUBTENDEQ BY A CHORD OF 409,13 FEET, AT A BEARING OF S32'59'061V, FOR AN ARC LENGTH OF 450.20 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE. OF 111'49'56", AND BEING SUBTENDED BY A CHORD OF 74.54 FEET, AT A BEARING OF S45'54'37 W, FOR AN ARC LENGTH OF 87.83 FEET; THENCE RUN N78' 10'25 W FOR A DISTANCE OF 194.68 FEET, TO A POINT OF TANCEIIRAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 116'41'28', AND BEING SUBTENDED BY A CHORD OF 76.61 FEET, AT A BEARING OF N19'49'41"W, FOR AN ARC LENGTH OF 91.65 FEET; THENCE RUN N3v3l'03'E FOR A DISTANCE OF 111.08 FEET; THENCE RUN N51'28'57 W FOR A DISTANCE OF 105.27 FEET, TO A POINT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 365,00 FEET, THROUGH A CENTRAL ANGLE OF 75'57'07", AND BEING SUBTENDED BY A CHORD OF 449.19 FEET, AT A BEARING OF S78'42'20'W, FOR AN ARC LENGTH OF 483,85 FEET, TO A POINI OF NON -TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107'40'34, ARID BEING SUBTENOED BY A CHORD OF 72.66 FEET, AT A BEARING OF SI6'68'44iV, FOR AN ARC LENGTH OF 84.57 FEET, TO A POINT OF ON-TAI4GENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 26D.OD FEET, THROUGH A CENTRAL ANGLE OF 74'43'05% AND BEING SUBTENDED BY A CHORD OF 315.54 FEET, AT A BEARING OF S33'46'55'1V, FOR AN ARC LENGTH OF 339.06 FEET; THENCE RUN S03'34'37"E FOR A DISTANCE OF 87.88 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94'37'47", AND BEING SUBTENDED BY A CHORD OF 330.79 FEET, AT A BEARING OF 543'44'16-W, FOR AN ARC LENGTH OF 371.61 FEET; THENCE RUN N88'56'50'W FOR A DISTANCE OF 322.37 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 18'35'10", AND BEING SUBTENCED BY A CHORD OF 92.05 FEET, AT A BEARING OF N79'39'151W, FOR AN ARC LENGTH OF 92.45 FEET; THENCE RUN N88'56'391 FOR A DISTANCE OF 664.33 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 42'52'13 AND BEING SUBTENDED BY A CHORD OF 58.47 FEET, AT A BEARING OF 569'37'15'W, FOR AN ARC LENGTH OF 59.86 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 81.20 FEET, THROUGH A CENTRAL ANGLE OF 94'11'25", AND BEING SUBTENDED BY A CHORD OF 118.96 FEET, AT A BEARING OF N84'43'04'1V, FOR AN ARC LENGTH OF 133.49 FEET; vI: "n¢' 950 Encoro Way wr;.Zrl.� 110, R.A.K. 9 16 Noplas, FL, 34110 SHEE7 1 F SHEET-5 w Phonsi (239) 234-2000 LEGAL DESCRIPTION HOLE MONIES Florldo CarlIflcals ofFICMCAJ raxu IWAY011 Authorization Na,1772 COMMUNITY DEVELOPMENT DISTRICT 2 N v 'L 0 C O E sZ O (D C 3 E E O U Y a> U L Ch U_ 0 0 0 N N 0 U Y a) U to d U_ I O V C Fa C 'a O c O E t U Fa Q Packet Pg. 1645 17.A.3 COO) Rat$V6 sS'tTCfGjtoct aM.p, OlktM SO R„o2e o 01416 aaoi (CONTINUED FROM SHEET 1 OF 5) THENCE RUN 504'47'071V FOR A DISTANCE OF 126.86 FEET; THENCE RUN N7746'12'W FOR A DISTANCE OF 78,84 FEET; THENCE RUN N88'51'53 W FOR A DISTANCE OF 65.94 FEET; THENCE RUN N84'45'39'W FOR A DISTANCE OF 685,72 FEET; THENCE RUN S05'42'49"W FOR A DISTANCE OF 68,04 FEET; THENCE RUN N84'17'11'W FOR A DISTANCE OF 48.52 FEET; THENCE RUN S28'OO'461V FOR A DISTANCE OF 219.00 FEET; THENCE RUN 1461'59'14 V1 FOR A DISTANCE OF 667.71 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 23'47'41', AND BEING SUBTENDED BY A CHORD OF 82.46 FEET, AT A BEARING OF N73'53'041V, FOR AN ARC LENGTH OF 83.06 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 16'2734', AND BEING SUBTENDED BY A CHORD OF 85.89 FEET, AT A BEARING OF N7733'081V, FOR AN ARC LENGTH OF 86,18 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 150,00 FEET, THROUGH A CENTRAL ANGLE OF 61'2933', AND BEING SUBTENDED BY A CHORD OF 153,37 FEET, AT A BEARING OF N38'34'34'V/, FOR AN ARC LENGTH OF 160.99 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 137.00 FEET, THROUGH A CENTRAL ANGLE OF 112'55'12', AND BEING SUBTENDED BY A CHORD OF 228.38 FEET, AT A BEARING OF N64'17'241, FOR AN ARC LENGTH OF 270.00 FEET; THENCE RUN S59'15'00"W FOR A DISTANCE OF 59.92 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 135.00 FEET, THROUGH A CENTRAL ANGLE OF 71'28'36", AND BEING SUBTENDED BY A CHORD OF 157.70 FEET, AT A BEARING OF N85'00'42W, FOR AN ARC LENGTH OF 168.41 FEET, TO A `POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 38'03'09 AND BEING SUBTENDED BY A CHORD OF 163.00 FEET, AT A BEARING OF N68'17'59'W, FOR AN ARC LENGTH OF 166.04 FEET; THENCE RU14 N8719'331V FOR A DISTANCE OF 86,72 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 10,00 FEET, THROUGH A CENTRAL ANGLE OF 80'16'50', AND BONG SUBTENDED BY A CHORD OF 12.89 FEET, AT A BEARING OF N47'II'O814, FOR AN ARC LENGTH OF -14.01 FEET; THENCE RUN N07'02'43'W FOR A DISTANCE OF 40.73 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100.D0 FEET, THROUGH A CENTRAL ANGLE OF 54'47'04", AND BEING SUBTENDED BY A CHORD OF 02.02 FEET, AT A BEARING OF N34'26'15'W, FOR AN ARC LENGTH OF 95,62 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550.00 FEET, THROUGH A CENTRAL ANGLE OF 13'06'41", AND BEING SUBTENDED BY A CHORD OF 125.58 FEET, AT A BEARING OF N6623'07"W, FOR AN ARC LENGTH OF 125.86 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 46'56'36', AND BEING SUBTENDED BY A CHORD OF 398,30 FEET, AT A BEARING OF N51'28'09 W, FOR AN ARC LENGTH OF 409.66 FEET; THENCE RUN N2759'51'W FOR A DISTANCE OF 47.49 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 260.00 FEET, THROUGH A CENTRAL ANGLE OF 60'36'37", AND BEING SUBTENDED BY A CHORD OF 262.39 FEET, AT A BEARING OF N58' 18'091V, FOR AN ARC LENGTH OF 275.04 FEET THENCE RUN N88'36'281V FOR A DISTANCE OF 125.93 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 100,00 FEET, THROUGH A CENTRAL ANGLE OF 69'20'20', AND BEING SUBTENDED BY A CHORD OF 113.77 FEET, AT A BEARING OF S56'422'W, FOR AN ARC LENGTH OF 121,02 FEET, TO A POINT Of TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 4T41'47', AND BEING SUBTENDED BY A CHORD OF 164.91 FEET, AT A BEARING OF S46'2VO6'W, FOR AN ARC LENGTH OF 169.98 FEET, TO A POINT OF TANGENTIAL COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 700.00 FEET, THROUGH A CENTRAL ANGLE OF 13'28'58", AND BEING SUBTENDED BY A CHORD OF 164,34 FEET, AT A BEARING OF S7T29'291V, FOR AN ARC LENGTH OF 164.72 FEET; THENCE RUN S84'13'58'W FOR A DISTANCE OF 169,90 FEET, TO A POINT OF TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS Of 250.00 FEET, THROUGH A CENTRAL ANGLE OF 34'43'19', AND BEING SUBTENDED BY A CHORD OF 149.20 FEET, AT A BEARING OF S66'52'18'W, FOR AN ARC LENGTH OF 151,60 FEET, TO A POINT OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 475.00 FEET, THROUGH A CENTRAL ANGLE Or 62'08'00', AND BEING SUBTENDED BY A CHORD OF 490.23 FEET, AT A BEARING OF SBO'34'39 W. FOR AN ARC LENGTH OF 515.11 FEET, TO A P0114T OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, THROUGH A CENTRAL ANGLE OF 66203', AND BEING SUBTENDED BY A CHORD OF 216.12 FEET, AT A BEARING OF S78'56'22 W, FOR AN ARC LENGTH OF 228.32 FEET, TO A P0114T OF TANGENTIAL REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 15D.00 FEET, THROUGH A CENTRAL ANGLE OF 43'19'39', AND BEING SUBTENDED BY A CHORD OF 110.75 FEET, AT A BEARING OF UT53'55'W, FOR AN ARC LENGTH OF 113.43 FEET; THENCE RUN SST33'44'W FOR A DISTANCE OF 33.81 FEET; THENCE RUN NOU25'58^A FOR A DISTANCE OF 2674.12 FEET; THENCE RUN N26'57'22'Vl FOR A DISTANCE OF 100,00 FEET, TO A POINT OF NON —TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 709.89 FEET, THROUGH A CENTRAL ANGLE OF 15-24'01 AND BEING SUBTENDEO BY A CHORD OF 190.23 FEET, AT A BEARING OF S70r44'39'W, FOR AN ARC LENGTH OF 190.81 FEET, TO A POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST; THENCE ALONG &NO EAST LINE OF THE NORTHEAST QUARTER OF SECTION 14, RUN NOO'25'37'W FOR A DISTANCE OF 495.65 FEET, TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14, RUN N88'20'43Vi FOR A DISTANCE OF 693.91 FEET, TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 14; THENCE LEAVING SAID SECTION LINE, RUN 1,152'51'2711 FOR A DISTANCE OF 171.83 FEET; THENCE RUN S3T08'33'W FOR A DISTANCE OF 122,51 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14; THENCE ALONG SAID SOUTH LINE OF THE NORTH QUARTER OF SAID SECTION 14,' RUN N88'20'43'W FOR A DISTANCE OF 2557.48 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, RUN NOO'02'07"E FOR A DISTANCE OF 1389.87 FEET; THENCE LEAVING SAID QUARTER LINE, RUN N88'05'43-W FOR A DISTANCE OF 590.35 FEET; THENCE RUN NO1'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274.00 FEET THENCE RUN S88'09'46"E FOR A DISTANCE OF 1374.52 FEET; THENCE ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 11 AND THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 11, TOWNSHIP 51 SOUTH, RANGE 26 EAST, RUN NOI'13'54'E FOR A DISTANCE OF 1860.10 FEET; THENCE LEAVING SAID QUARTER LINE, RUN S88'4612'E FOR A DISTANCE OF 518.33 FEET, TO A POINT OF NON -TANGENTIAL CIRCULAR CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 3705'11", AND BEING SUBTENDED BY A CHORD OF 222.61 FEET, AT A BEARING OF N17'05'16"E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE RUN N3537'51'E FOR A DISTANCE OF 214,87 FEET, TO A POINT ON SAID SOUTHERLY RIGHT—OF—WAY LINE OF U.S. 41; R.A,K. 19 7 16 you Wloora Wtly �ILPAAIIIG Nos^SHE DimNaples, rl, 34110 LEGAL DESCRIPTION r No2 b Phone; (239) 254-2000 880 0 E: HOLE MONTES Florldo Corlltloola ofor�tan ""'0xi nx�'at AulhoriYtltlon No,1772 COMMUNITY DEVELOPMENT DISTRICT ZAE 0 0 0 N 0 U Y a) O U Ch d LL O I C ca C O c O E t c� R Q Packet Pg. 1646 17.A.3 of 1«mr+ltxsUssaorox ccoi ccol PU POW !y. (CONTINUED FROM SHEET 2 OF 5) THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUM S54'21'53'E FOR A DISTANCE OF 807.07 FEET, TO AN INTERSECTION WITH THE EAST LINE OF THE NORTHEAST OUARTER OF SAID SECTION 11; THENCE ALONG SAID QUARTER LINE, RUN SO1'O0'O6'1v FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; CONTAINING 1,D70,640 ACRES. LESS AND EXCEPT: A PARCEL OF NANO LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10,906 ACRES, MORE OR LESS. TOTAL DESCRIBED AREA - 1,059.734 ACRES. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY 16278 J HN J. HILTONI STATE OF FLORIDA tnooro wo *DRAIW�AG_oes, Y LEGAL DESCRIPTION 5NEf7 D N P FL. 34110 —23 S Phone,. 239� 254-2000 OLr MONTrtS Florl o Cortlfloofe ofSEC-IWIt-RCf: 11"406 ^u:rtri tW+7rai Aulhorl2olion No,1772 COMMUIJITY DEVELOPMENT DISTRICT 21113,1A-SIS-26f k 16-SIS-21C .. Packet Pg. 1647 17.A.3 \l n aatalNuatu.snlavools-s rlr+�,�h of x&m of =1 Wj n+ncmis>slnaslccds airs„ olla \ 1 ``♦♦ -� rrr �r� I 1 \� I I ♦♦ 1 I / ♦ VI I ♦ 1 \ / 1 I I j \♦ / I CC y m � i I ♦♦ j i j r� ? N r'I Z 1 i ♦\ I 4� � f� \ ^� i � ♦♦ ♦� A !T7 m U, N A ♦♦� 1 N rn N / rfti yIy- c� 1 q♦' ('� �Y \' y 4 Z 1 W� 'O Z N = 01 Z 4� fir-. � V 1 ------ �` `�`--f-C-- '--------------f7A_N_GE _26_'fl .a. RANGE 27 ^- auol NN FWN.e 4r adxo, 1 1 I 1 I I 1 I I 1 � i m I I y to rn rn I In v, m I�+1A N i rM4 A S r^ IN A l I A C) N N m f^ m �, LK;3 p 0 r- �fr7�AArr1 11 II it 11 it 4 / f 1 0 G �4 z 0f T � m� �8 X I / I I I ' � UI } W r G r / e � ORMI BY., N.A.K. OAiL 9 7 18 950 Encore Way Noplos, FL, 34116 SKETCH OF LEGAL DESCRIPTION "'B'!G N. e-73ss-2 SHEET 4 OF SHEET 5 Phone; (239) 254-2000 Cr NO. pNw1998070 SEC-TYM-NOG HOLE MONTES Florida cortlnoare of COMMUNITY DEVELOPMENT DISTRICT 2 fllt E 11 13,14-51S-46E : IB-31MIf taaeus Ivwcu ""Eyf111 Authorizatlon No,1772 Ca04 SY031n01dr C14 0 U a> U In _d ii I ar c �o c E O C E t V fC Q Packet Pg. 1 871 17.A.3 u -td�\MlOVF SV7187CG\S-SuwitStoJ/CIS 9/ CURVE WN a LOCA-V==kl#M70K 0001 Caol RI4YWl SYlTCllMO .f07 44kn olladl SYo-Rol.MO !///)Ols JM-01 FY rWfed tyi MWONrr TABLE CHORD CHORD BEARING ARO LENGTH 383,13 S12'43'35E 405.42 246.44 S3f44'l8'E 209.19 17,69 N6T44'28'E 18,33 24.82 N44'89'37'E 24.69 17,69 N26'14'45'E 18.33 17.69 S26'15'32'E 18,33 24.82 SWW23'E 24.89 17.69 S63'45'it'E 18,33 163.77 SIV40'13'W 165.02 384,82 S38'57'081V 386,52 44,77 W45-69-E 48.88 20.27 S2fIV23'E 20.36 46,20 S02'41'17'E 48.52 137.80 S14'55'241V 139,04 362.47 538'48'401V 389,19 409.13 S3759'061V 450.20 74.54 S45'54'37 W 87.83 76.61 N19'49'411V 91.65 449,19 578'42'201V 483.85 72.66 S18'S8* W 84.57 315.54 S3T46'55iV 339.08 330.79 S43'44'16 W 371.61 92.05 N79'39'15'W 9245 LINE TABLE LINE DIRECTION LENGTH L14 SO4'47'07'W 128,86 LI5 N7T46'12'W 78.84 L16 N88'51'53W 85.94 L17 1184'45'391V 0.72 LIB S0542'491V 66,04 L19 N84'17'111V 46.52 L20 S28'00'481V 219,00 L21 NBI'59'141V 681,71 L22 S59'15'001V 59.92 L23 N8T19'331V 86.72 L24 N0702'43 W 40.73 L25 N2T59'511VE47,49L13 L26 N8838'281V 3 CURVE RADIUS DELTA Ci 350,00 66'22'03' 02 160.00 110'27 50' CJ 20,00 5730'17' 04 95,00 1500'34' C5 20,00 5730'17' 06 20,W 5730'17' 07 95.03 1500'34' 08 20,00 5730'11' C9 320.00 29'39'13' CIO 1100.00 WOW Ott 45.00 59'39'38' 012 02.58 18'38'25' 013 45,00 61'4837' 014 300.00 26'33'16' 015 300.00 74'19'47' CIS 300,00 8558'55' C17 45,D3 111'49'58' 018 45.00 118!41'28' CIO W-00 75'67'07' C20 45,DO 10T40'34' C21 280,00 7443'D5' C22 225.00 9937'47' C23 285,00 18'35'10' LINE TABLE LINE DRECTION LENGTH Lt S35'39'17 W 107.40 12 N89'59'37E 58.44 L3 N89'69'37E 10100 L4 S0O'00'23% 130.00 L5 N89'59'37E 113.79 L6 S00'OO'23'E 150.36 L7 S28'12'02iV 70.46 L8 N78'10'261V 194.68 L9 N38'31'03'E 111.08 L10 N51'28'57'W 105.27 L11 S0T34'37'E 81,88 L12 N88'5b'SOiV 322.37 N885b'39W 664,33 CPA" 8Y: OAE: R.A.K. 9 7 16 950 Enoore Way Hapies, FL, 034110 Phone; (239) 254-2000 HOLE MUNTES Florida Cortltioole of C+artCli fUNFl3 SUR.t1tA5 Aulhorixallon No,1772 LINE AND CURVE TABLES COMMUNITY DEVELOPMENT DISTRICT 2 MIND B-7366-2 SHEETSHEDRCVECi s b 110, 1998070 SEC-tuna-ML 11,I3,1.1-S1S-26Ed 18-SiS-11E 111EIW1E fODi SROJtn02.0r CURVE TABLE CURVE RADIUS DELTA CHORD CHORD BEARING ARC LENGTH C24 80,00 4752'13' S8.47 $69'37'151V 59,68 C25 81,20 94'11'26' 118,98 N84'43'W1V 133,49 C26 200.00 2T47'41' 82,48 N7T63'04'W 83.06 C27 300.D0 16'27'34' 85.89 N1T33'081V 86.18 C2B 150,00 61'29'33' 153,37 N3B'34`34iV 1b0.99 C29 137,00 11755'12' 228,38 N64'1T241Y 270,00 C30 135,00 71'28'36' 157.70 N8504'421V 168,41 C31 260.00 38'03'D9' 163.00 N68'17'59iY 166,04 CJ2 t0,00 80'16'50' 12.69 N4T11'081V 14,01 C33 100,00 64'47'04' 92,02 N34'26'151V 85,82 C34 650,00 iTOb'41' 125.b8 N68'23'07'W 125.86 CM d00,00 4b'S8'38' 398.30 N51'28'09iV 408.66 C]8 260.00 60'J6'37' 282.39 N58'18'09W 275,04 C37 100,00 69'20'20' 113.77 55843'22W 121,02 C3B 200,00 48'41'47' 164,91 S4b'24'O6W 169,98 C39 700,00 IT28'58' 164.34 5'TT29'291V 1B4J2 C40 250,00 34'43'19' 149,20 58552'18iV 151,1i0 C41 475.00 e7C8`00' 490.23 S80'34'39�U 515,11 C42 200.00 65'2d'33' 218.12 578'S6'22'W 228.32 C43 150,00 4J'19'J9' 110.75 58T5J'S31V 113,43 C44 709,89 1524'Ot' 190.23 S70'44'391V 190.81 C45 350.00 3T45'11' 222,81 NiT05'18'E 228,55 LINE TABLE LINE DIRECTION LF71(iTli L27 584'13'S81Y 169,90 L26 S89'33'44'W 33,81 L29 N00'25'S81V 2874.12 L30 N26'67'221V 100,00 L31 N00'25'37'W 495,65 L32 N88'20'4J'W 693.91 l33 N5751'27W 171,83 L34 5JT08'J3iV 122,51 L35 N86'20'43'W 2557.48 W8 N00'02'07'E 1389,87 W7 118tf05'43iV 590,J5 L38 N01'43'02'E 1493,7A W9 S88'09'S5'E 1274.00 LINE TABLE LINE WREC1i0N LENGTH L40 S88'09'46'E 1374,62 L41 N01' 13'64'E 1840,10 L42 S88'48'12'E 516,33 L43 H3537'51'E 214,87 L44 S54'21'S3'E 807,97 L45 SO1'00'08iV 3308.61 L48 S88'05'23'E 690,28 L47 S00'28'31'E 687,45 L48 N88'13'02'W 691,J9 L48 N00'20'41`W 888,94 Sh, Packet Pg. 1649 17.A.3 ALL LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL OF LAND (0 Packet Pg. 1650 17.A.3 RHODES & LODES LAND SUBVEYTV0, INC, M109 BON11'a OB.LVDE DBIYESO]TLr 10Y BOAMI SPRIA09, FLOBM 131196 FHONE(WV)0O 806 Fr1.Y(290) �Od9IGY LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST AND SECTIONS 18 AND 19, TOWNSHIP 51 SOUTH, RAGE 27 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE WEST QUARTER CORNER OF SECTION 18, TOWNSHIP 51 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN ALONG THE WEST LINE OF SOUTHWEST QUARTER OF SAID SECTION 18, SOUTH 00020'46" WEST, A DISTANCE OF 2,233.65 FEET TO THE. POINT OF BEGINNING OFTHE PARCELOF LAND HEREIN DESCRIBED; THENCE NORTH 8805616" WEST, A DISTANCE OF 161.44 FEETTO A POINT OF CURVATURE; THENCE WESTERLY, 59.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF So.00 FEET, THROUGH A CENTRAL ANGLE OF 42°52'13" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 69°37'38" WEST, 58.47 FEET TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY, 133.49 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 81,2o FEET, THROUGH A CENTRAL ANGLE OF 94"11'25" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 84042'41" WEST, 118.96 FEET; THENCE SOUTH 04°47'30" WEST, A DISTANCE OF 125.63 FEET; THENCE NORTH 84046'05" WEST, A DISTANCE OF 9,99 FEET; THENCE NORTH 77°45'48" WEST, A DISTANCE OF 68.76 FEET; THENCE NORTH 88051'30" WEST, A DISTANCE OF 65.94 FEET; THENCE NORTH 84'45'16" WEST, A DISTANCE OF 595.29 FEET; THENCE NORTH 08°46'55" EAST, A DISTANCE OF 15,i9 FEET; THENCE NORTH 81°13'05" WEST, A DISTANCE OF 86,83 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 4o.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRALANGLE OF 93004'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 52014'52" WEST, 36,29 FEET; THENCE SOUTH 05"42'49" WEST, A DISTANCE OF 16,93 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 49.00 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 112017'57" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 61'51'48" WEST, 41.52 FEET; THENCE NORTH 61059'14" WEST, A DISTANCE OF 75.11 FEET TO A POINT OF CURVATURE; TI•lENCE 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"28'01" WEST, 38,98 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY, 213.13 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 9o.00 FEET, THROUGH A CENTRAL ANGLE OF 135041'08" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH _I8047'22" WEST, 166.71 FEET TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY, 61,99 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 65,00 FEET, THROUGH A CENTRAL ANGLE OF 54°38'43" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 89"18'35" WEST, 59.67 FEET; THENCE NORTH 61°59'14" WEST, A DISTANCE OF 36.90 FEET; THENCE NORTH 21037'59" EAST, A DISTANCE OF 250.74 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 121.17 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 23o.00 FEET, THROUGH A CENTRAL ANGLE OF 3o"1i'o6" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH o6"32'26" EAST, 119.77 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 34.24 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 65,00 FEET, THROUGH A CENTRAL ANGLE OF 30011'o6" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH o6"g2'26" EAST, 33.85 FEET; THENCE NORTH 21037'59" EAST, A DISTANCE OF loo.89 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 162.28 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF i,19o.00 FEET, THROUGH A CENTRAL ANGLE OF 07948'48" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17°43'35" EAST, 162.15 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 138,g2 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 51o.00 FEET, THROUGH A CENTRAL ANGLE OF 15°36'23" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 210S7'22" EAST, 138.49 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, 376,91 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 89o.00 FEET, THROUGH A CENTRAL ANGLE OF 24"15'51" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 17017'38" EAST, 374.10 FEET TO A POINT OF ZAESTAZ`CIA\sketch and logaW2018-10991g1.docx Page I of6 Packet Pg. 1651 17.A.3 RMDES & Ra-ODES LAND SURVEYING, L 85100BONIMO ATEDRIVE8f114E107 BOMTA SPBEV06 PZORMI U18o- PHONE (1080) 40o-8166 rux(280) m-8168 REVERSE CURVATURE; THENCE 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°u'o8" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 37°45'17" EAST, 53.87 FEET; THENCE NORTH 68059'19" EAST, A DISTANCE OF 25.61 FEET; THENCE SOUTH 51°48'02" EAST, A DISTANCE OF 171.93 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE NORTHEASTERLY, 143.41 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 895.00 FEET, THROUGH A CENTRAL ANGLE OF 09°10'51" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 44011'54" EAST, 143.26 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 157.90 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 668.6o FEET, THROUGH A CENTRAL ANGLE OF 13°31'53" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 42°01'23" EAST, 157.53 FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHEASTERLY, 185.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 50o.00 FEET, THROUGI•[ A CENTRAL ANGLE OF 21°18'01" AND BEINGSUBTENDED BYA CHORD THAT BEARS NORTH 24°36'26" EAST, 184.81 FEET; THENCE NORTH 13°57'25" EAST, A DISTANCE OF 434.86 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, 389.88 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 495.00 FEET, THROUGH A CENTRAL ANGLE OF 45°07'42" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 36°31'16" EAST, 379.88 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTH EASTERLY,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 BYA CHORD THAT BEARS NORTH 30°08'o6" EAST, 145.21 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE EASTERLY, 303,95 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 255.Oo FEET, THROUGH A CENTRAL ANGLE OF 68117'37" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 72°41'19" EAST, 286.27 FEET TO A POINT OF REVERSE CURVATURE; TI-[ENCE 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 49013'o9" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 63009'05" EAST, 208.22 FEETTO A POINTOF REVERSE CURVATURE; THENCE NORTHEASTERLY, 248.23 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTH\WESTERLY, HAVING A RADIUS OF 21o.00 FEET, THROUGH A CENTRAL ANGLE OF 67043'34" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 53°53*52" EAST, 234.03 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 122.11 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, ]-HAVING A RADIUS OF loo.00 FEET, THROUGH A CENTRAL ANGLE OF 69057'55" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 55001'02" EAST, 114.67 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, 57.32 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 1oo.00 FEET, THROUGH A CENTRAL ANGLE OF W50'27" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 73°34'46" EAST, 56.54 FEET; THENCE NORTH 57°o9'32" EAST, A DISTANCE OF 115.02 FEET; THENCE NORTH 04°35'o6" WEST, A DISTANCE OF 86.36 FEET TO A POINT ON A NON - TANGENTIAL CURVE; THENCE NORTHEASTERLY, 528.63 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTH WESTERLY, HAVING A RADIUS OF 830.00 FEET, THROUGH ACENTRAL ANGLE OF 36029'32" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 66°47'03" EAST, 519.74 FEETTO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, 403.75 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 3oo.00 FEET, THROUGH A CENTRAL ANGLE OF 77°o6'87" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 87°05'36" EAST, 373.96 FEET; THENCE NORTH 35038'54" EAST, A DISTANCE OF 200.00 FEET; THENCE SOUTH 54°21'o6" EAST, A DISTANCE OF 91o.68 FEET; THENCE SOUTH 35°391401, WEST, A DISTANCE OF 1o3.8o FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE SOUTHERLY, 405.42 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 350.00 FEET, THROUGH A CENTRAL ANGLE OF 66022'03" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 12043'12" EAST, 383.13 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 289.19 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 150.00 FEET, THROUGH A CENTRAL ANGLE OF 110°27'50" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 34°46'o5" EAST, 246.44 FEET; THENCE SOUTH 9o°oo'oo" EAST, A DISTANCE OF 58,44 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY,18.33 FEET ALONG THE ARC OF A CIRCULAR ZAESTANCIffisketch and Iugnls 2018-I0991g1.dacx Page 2 of G Packet Pg. 1652 17.A.3 RHODES & RHODES LAND SURVEYINO, INC. MOO RONlI S l OBANDE DRI tD SV=l 107 BONF81 SPBRIOS, FTORIDA34135 PHONE (P80) QOX 8108 Fi1X (P39) 4058183 CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52°30'17" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 63°44'51" EAST, 17.69 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 24.89 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 95•oo FEET, THROUGH A CENTRAL ANGLE OF 15°00'34" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 45oOO'Oo" EAST, 24.82 FEETTO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF moo FEET, THROUGH A CENTRAL ANGLE OF 52°30'17" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 26ol5'o9" EAST, 17.69 FEET; THENCE SOUTH 90000'00" EAST, A DISTANCE OF too.00 FEET TO A POINT ON A NON - TANGENTIAL CURVE; THENCE SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF moo FEET, THROUGH A CENTRAL .ANGLE OF 52a30'17' AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 260i5'o9" EAST, 17.69 FEETTO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 24.89 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF l5oOO'34" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 45°oo'oo" EAST, 24.82 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 18.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 52030'11" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 63o44'48" EAST, 17.69 FEET; THENCE SOUTH 00°00'00" WEST, A DISTANCE OF 130.00 FEET; THENCE SOUTH 9o°oo'oo" EAST, A DISTANCE OF 113.99 FEET; THENCE SOUTH 00000'oo" WEST, A DISTANCE OF 150.36 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, 165.62 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVINGA RADIUS OF32o.00 FEET, THROUGH A CENTRALANGLE OF 29°39'13" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH l4o49'36" WEST, 163.77 FEETTO A POINT OF COMPOUND CURVATURE; THENCE SOUTHWESTERLY, 386.52 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF i,i9o.00 FEET, THROUGH A CENTRAL ANGLE OF 18°36'36" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 38057'31" WEST, 384.82 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE SOUTHEASTERLY, 46.86 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 59o39'38" AND BEING SUBTENDED BY A CHORD THNI' BEARS SOUTH 44°45'36" EAST, 44.77 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, 20.36 FEETALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 62,58 FEET, THROUGH A CENTRAL ANGLE OF 18038'25" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 24ol5'00" EAST, 20.27 FEETTOA POINT OF REVERSE CURVATURE; THENCE SOUTHERLY, 48.52 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 61046'37" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 02°40'53" EAST, 46.2o FEET; THENCE SOUTH 28°12'25" WEST, A DISTANCE OF 70.46 FEETTO A POINT OF CURVATURE; THENCE SOUTHERLY, 139.04 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 30o.00 FEET, THROUGH A CENTRAL ANGLE OF 26o33'16" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 14°55'47" WEST, 137.8o FEETTO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, 389.19 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 30o.00 FEET, THROUGH A CENTRALANGLE OF 711ol9'47" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 38o49'03" WEST, 362.47 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, 450.2o FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 85058'55" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 32°59'29" WEST, 409.13 FEETTO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, 87.83 FEET ALONGTHE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 111049'56" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 45°55'00" WEST, 74.54 FEET; THENCE NORTH 78010'02" WEST, A DISTANCE OF 194.68 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 91.65 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 116o41'28" AND BEING SUBTENDED BY A CHORD THAT BEARS NORTH 19049'18" WEST, 76.61 FEET; THENCE NORTH 38o3l'26" EAST, A DISTANCE OF i11.o8 FEET; THENCE NORTH 51°28'34" WEST, A DISTANCE OF 105.27 FEET TO A POINT ON A NON- Z:\ESTANCIA\sketeh and legals\2018-10991g1.doec Page J of 6 _ CAC) Packet Pg. 1653 17.A.3 RHODES & RHODES LAND SURVEYING; INC. 881M BON1TiI OBANDE DBIYB SUMB 107 BOAM SPBINOS, PMOBMA U198 PHONE (290) 4038166 A}1%(P90) A0x8169 TANGENTIAL CURVE; THENCE WESTERLY, 483,85 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 365.00 FEET, THROUGH A CENTRAL ANGLE OF 75o57'07" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH W42'43" WEST, 449.19 FEET TO A POINT ON A NON -TANGENTIAL CURVE; THENCE SOUTHERLY, 84.57 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 45.00 FEET, THROUGH A CENTRAL ANGLE OF 107040'34" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 16059'07" WEST, 72.66 FEETTO A POINT ON A NON -TANGENTIAL CURVE; THENCE SOUTHWESTERLY, 339,o6 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 26o.00 FEET, THROUGH A CENTRAL ANGLE OF 74°43'05" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 33047'18" WEST, 315.54 FEET; THENCE SOUTH 03034'14" EAST, A DISTANCE OF 87.88 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY, 371.61 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 225.00 FEET, THROUGH A CENTRAL ANGLE OF 94037'47" AND BEING SUBTENDED BY A CHORD THAT BEARS SOUTH 43044'40" WEST, 330.79 FEET; THENCE NORTH 88056'27" WEST, A DISTANCE OF 322.37 FEETTO A POINTOF CURVATURE; THENCE WESTERLY, 92.45 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 285.00 FEET, THROUGH A CENTRAL ANGLE OF 18035'10" AND BEING SUBTENDED BYA CHORD THAT BEARS NORTH 79038'52" WEST, 92.05 FEET; THENCE NORTH 88°56'16" WEST, A DISTANCE OF 5o2.88 FEETTO THE POINT OF BEGINNING. CONTAINING 9,147,731 SQUARE FEET OR 210.003 ACRES, MORE OR LESS, Z, NESTANC IA\sketeh and legnls' 201 S• 10991gLAoec Page d of 6 OCAO Packet Pg. 1654 y0 SECnOY 13-57-76 S. UNC OF THE N,W. 1/4 - - N OF 1TYCE. S!/+ - _ SE CnON 18-57-27 G\ EC7 secnav IJ-$1-zc N. LINE GF 7HE S7/t - - W, SECTION 78-5/-27 i POINT OF COMMENCEMENT I•N-'; +iTN:;; I BEST 1/t CORNER SEC7W 18-51-27 10 v b n L f4 -\ G\h C13— b. h �N �^ w~ ��12n ��GIC30 W 2V I` 1 C301 C3T� C 32 L22, N C28 �+ IL25 N ry N Ny W'IW t I N C9 v e o \ C44 o 'gm C45 L18 \h \h V G�0 C43-1 \-C42 N yh�W N I /-POINT OFBEGINNING m I c q �> 'C7 c+a �GI`do C5�ha\\Lev L5v C2 VC7 L33 cog L32 J i \C4C3 LS 1413 *NOT A SURVEY* NOT 5 1. BEARO CS SHOWN HUMOR ARE BASED ON THE WEST UK[ OF THE SOUTHWEST OIJWER OF SECTION IB, IONTSHN 51 SOUTH, RANGE 27 EAST, BEING SOUTH 0720W WEST, AND RELATE 10 THE STATE PLANE COORDINATE SYSTEM ESTABLISHED BY THE NATIONAL CEODE11C SURVEY FOR FLOROA EAST ZONE. 198J DATUM WITH 1990 ADJUSTMENT. 2. SUBJECT ID EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. J. ALL DIMENS06 ARE IN FELT AND DENIALS IHEREOF, UNLESS OTHERWISE NOTED. ABBREVIATIONS P.D.B. = PONT OF BEGINNING PS.M. = PROFESSIONAL SURJTM R MAPPER Lai - LICENSED BUSINESS NUMBER LI LIKE NUMBER Cl = CURVE NUMBER RO.W. = PoCM-OF-YUY SR = STATE ROAD r D.O.T. RORIBA DEPA9I40B Or TRANSPORTATION BY; JOHN SCOTT RHODES PSNL #5739 r Q Packet Pg. 1655 17.A.3 S SKETCH AND DESCRIPTION psu: -- -- JSR CDD PARCEL d"" RRC - checked: dote RNOO£S dr RNOD£S DECENDER G 2018 hR LAND SURVEYING. INC. stole: ' LICENSE ®LB 6897 1- = 500' Codtl tile: i 7018-1099.OWG 28100 BONNA GRANDE DRIVE SUIT£ 107fA *NOT A SURVEY* BONITA SPRINGS FL 34JJ5 (239) 405-8166 (239) 405-8t6J FAX LIVE TAIILE L/NE LENGTH B_fAR/NC Ll 161.44' N 8S%'16' {Y 12 113.63' S 04 JY30" W C3 9.99' N 8d'dG'OS' IY 11 68 76' N 7745 48' IY L✓' 6594' N fiBsf JO' W L6 593.20' N 84:J5'16' lY 17 JS 19' N OB'46'S5- F LB 86.83' N 8t7JOS' W L9 l6.93' S DSY1 <9" W L10 75. t!' N6f 59'14'W 177 36.90' N 6739'I4" W 112 75D.7a' N 77:TY59' £ t73 IOQ89' N ?73Y59' F L74 75.61' N GB39't9' £ Lt5 77L93' S 514B Oi f 176 aJL86' N tJ✓Y15' 117 115.07' N 57J79:i1' f 1JS 86.J6' N 043506' t% l,19 700.00' NJ53B54`f CZO 970.68' S 547I 06" L21 10J.80" S 3539d0" W 122 5844' S 90000 " L1J 100.00' S 907h700' E LZi 730.D0' S 00Y1000` Iv 1T5 71379' S 90T7000' E 126 750.36' S 00'DO'OD' W 427 70.46' S T87T?✓' Ir L2B l94.6S' N 78'1001' W L29 171.08' N J8:T776' f 130 703.2Y N 5/7574' W [3J 87.8B' S 0334'J4' f LJ7 J1737' N B8567Y W L..JCT 3D1.8B" N BB'3676' IY CURIE TABLE CURi.F RADIUS OEt TA LENGNJ CNCM'D [CHORD BEAR/NC Cl 80.00' d_T5?7.i 59.56' S 69:TYJ8' IY C2 8f?O" 947!?5" 7J349' _58,47' ItB96' N 8a:;2'41' W CJ _ ?5.00' 93b4 b5" 40.67' J6.7.9' S 57_7431" ri C4 T500' 1717Y57' 4900' C5 JO.00' 87'0Z73' 4143' 38.9B" N 1728'07' W Cs 9000' 7J5:f108' 213.73' 76671' N18'4Y?7'W C7 65 00' Sf:iB'43" 6L99' 39.6T N 8978?5' W C8 ?3400' 307f 06' J2T 17' 7J9.77' N 063Y 6' C9 65.00' J07106- .W.T4' 3365' N 063176' CIO 1190.OD' T48"48' J6778' IG7..13' N 7T43'35' E C71 510.00' t53673' 13892' J3B.49' N 93Y22' £ C7? 890.D0' 74753!" J769T 37470' N )77Y3B' C Cl3 SQL10' 657108' S6.89' S38T' N 3T45'JY F C1a 893.00' 9T051' 74J at' 74J26' N447l54' CJS 668.ff0' 73" ! S" 757.90' J57.53' N 410773' F C16 500,00' 7J780I" 15588' JB487" N T436'T6' £ C77 i95.00' 4SDY4?' .i89.8B' 379.88" N J6'JI'tb' E Ct8 75000' S73401- J57 S4' J45?7' NJOt�30G'f C79 255.00' 687Y3Y 30393' 286.17' N 7741'79' £ C20 ?50.00' 497309' T74. TG' T08. 1' N63Y790S-£ C?t 270.00' 6T43:r1' 74873' 734.D3' N 533i5Y £ C21 t00.00' 695Y55' t21. f1' 1746Y N5517702�E CZJ 100.00' �750'?Y 5737" 56.Ss' N 7334 46' f CTI 830.00' 36793?' S286J' SJ9.74' N 66'4TO.i £ C15 300.00' 37J9G' N 870536' E C26 JSO.DO' JBJIJ'SE CT715000' am 746a4"534'46b5'f 0' 77.69' N 630451' £ C29 9500' 15nO:i4' 1a.eo' 748T' N i5'00'00'C CJO ?000' S?J077' 1833" JJ. G9' N 167509' C C31 20.00' S?:i077' ld,i3' J7.69' S 1675 09- C C31 93.CD" l57JD'31' 14.89' 24B7' S 450000' f CJJ 70.00' S7:T0'II' I8.33' t7.69" S63Ya78-E Cif J20.OD' 1939'JJ' 765.61" 763.7T S 74H936' W C35 7790.00' )83636' 38G5?' 384.67' S 383731' IY CJ6 4500' S93938` 46.66' 44.7Y S 44 �S:i6' C CJ7 6Z.58' 7893?5' 10.36' TQ?>' S1a75b0'C CJ8 i500' 61'463T" 48.5T' 46.20' S O?'i0'S3' C39 JOO.00' 763376' J39.04' f3780' S JI554Y IY C40 JOO.00' 747947' 389.79' 36747' S J8'49'03' W Cil 300.00' 8558'S5' 45D.20' 409.7J' S J759J9' W C42 45.D0' !11'4956" B783' 74.54' S 455500' W C4J 45.00' 776 e778" 9I.65' 76.61' N 79Y97B" f C44 J65.OD' 733T07' O8385' 4a9. t9' S 78'4Y43' W C45 aSL70' 1OT4037' 8L Y 7 .66' S 763907' W C46 26Q 00' 74 •sJ 05' 3J9.06" J75.54' S JT4778' {% C47 ZZS 00' 9477aT J7L67' 3J0.79" 15 43'a4'40" w C46 2850D' I83570' 92.45' 9203' N 7938.5T ri Q Packet Pg. 1656 H:\8200\S—Survey\Projects By Name Of Location\RDDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 811112021 1:10:52 PM Plotted by: GiangNgo EXHIBIT „B" N (7 pages) A� L89 �9' 0 500 1000 �J 1" =1000 (IN FEET) �QQ � LO 00 J L84 tM 00 N 0) L87 POINT OF BEGINNING N.W. COR. SEC. 13-51S-26E L96 LESS & EXCEPT L94 2 �00 9� L79 r J Cb C60 NOTE: NOT ALL LINE & CURVE TAGS (1-67) ARE SHOWN ON SKETCH, BUT THEY ARE SEQUENTIAL IN ORDER. * NOT A SURVEY * r J Gg9 \-67 N. LINE SEC. 13 BASIS OF BEARING I I w 1= C" Iw w IC/-) w z I J I c� Q I I I I I I I I I I I I I \ 6, L56 I Cl L66 C48 I I I 17.A.3 a DRAWN BY: DATE: 950 Encore Way �DRAWING NO. G.r1 7 14 2021 ■■ Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET # OF SHEET Hm. � CT NO. Phone: (239) 254-2000 R02021.009 Florida Certificate of SEC-TWN-RGE: HOLE MONTES Authorization No.1772 COMMUNITY DEVELOPMENT DISTRICT Packet Pg. 1657 11,12,13,14,18,24-515-26,27E MEFASI LANDFAE ARCHFECTS I PLANNERS 5IRYEYfPS H:\8200\S—S—ey\Projects By Name Of Locotion\FIDDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 811112021 1:10:52 PM Plotted by. GiangNgo N I 17.A.3 I * NOT A SURVEY DRAWN BY: DATE: 950 Encore Way c.N 7 14 2021 ■■ Naples, FL. 34110 LEGAL DESCRIPTION SHEET # OF SHEET 2 7 Phone: (239) 254-2000 SEC-TWN-RGE: Florida Certificate at COMMUNITY DEVELOPMENT DISTRICT 2 HOLE MONTES� Authorization No.1772 11,12,13,14,18,24-51S-26,27E 'GJM1WD9:aKaa FEM1r N01Sur R8 H-1646 Packet Pg. 1658 2021009 CDD2.dwg I 17.A.3 I H:\8200\S-Survey\Projects By Name Of Location\FIDDLERS\2021009 Cad Revisions\2021009 CDD2.dwg 811112021 1:10:52 PM Plotted by: GiongNgo CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH C1 300.00, 77°06'37" 373.96' S 87°05'36" W 403.75' C2 830.00' 36°29'32" 519.74' S 66°47'03" W 528.63' C3 100.00' 32°50'27" 56.54' S 73°34'46" W 57.32' C4 100.00' 69°57'55" 114.67' S 55°01'02" W 122.11' C5 210.00' 67°43'34" 234.03' S 53°53'52" W 248.23' C6 250.00' 49°13'09" 208.22' S 63°09'05" W 214.76' C7 255.00' 68'17'37" 286.27' S 72'41'19" W 303.95' C8 150.00' 57°54'01" 145.21' S 30°08'06" W 151.58' C9 495.00' 45°07'42" 379.88' S 36*31'16" W 389.88' C10 500.00' 21*18'01" 184.81' S 24°36'26" W 185.88' C11 668.60' 13°31'53" 157.53' S 42°01'23" W 157.90' C12 895.00' 9°10'51" 143.26' S 44*11'54" W 143.41' C13 50.00' 65*11'08" 53.87' S 37*45'17" W 56.89' C 14 890.00' 24° 15'51 " 374.10' S 17° 17'38" W 376.91 ' C15 510.00' 15°36'23" 138.49' S 21°37'22" W 138.92' C16 1190.00, 7°48'48" 162.15' S 17°43'35" W 162.28' C17 65.00' 30*11'06" 33.85' S 06°32'26" W 34.24' C18 230.00' 30*11'06" 119.77' S 06°32'26" W 121.17' C19 52.50' 54°38'43" 48.20' S 89°18'35" E 50.07' C20 102.50' 135°41'08" 189.86' S 48°47'22" E 242.74' C21 17.50' 81°02'25" 22.74' S 21°28'01" E 24.75' C22 12.50' 112°17'57" 20.76' N 61°51'48" E 24.50' C23 37.50' 93°04'05" 54.43' N 52°14'52" E 60.91' C24 70.00' 89°54'50" 98.92' S 44°34'49" W 109.85' C25 129.96' 80*33'19" 168.04' S 49'12'16" W 182.72' C26 120.01' 100*26'29" 184.46' S 59°07'25" W 210.39' C27 304.19' 25°25'07" 133.85' N 83°21'54" W 134.95' C28 402.41' 31°06'58" 215.86' N 80°30'59" W 218.54' C29 325.00' 30°05'59" 168.78' N 78°56'52" W 170.74' C30 120.00' 12°46'46" 26.71' N 87°36'29" W 26.77' C31 271.68' 10'56'29" 51.80' N 76°32'40" W 51.88' C32 140.00' 10'52'30" 26.53' N 65*38'11" W 26.57' C33 96.23' 10*36'19" 17.79' N 64°55'59" W 17.81' C34 140.00' 8°48'42" 21.51' N 65*29'11" W 21.53' C35 720.00' 12°30'32" 156.88' N 59°08'56" W 157.19' C36 680.00' 8°27'08" 100.22' N 57*07'13" W 100.31' C37 30.00' 26°22'37" 13.69' N 74°32'05" W 13.81' C38 42.54' 93° 18' 1 1 " 61.87' S 80° 1 1 '54" W 69.27' C39 98.35' 37°51'20" 63.81' N 58°33'08" W 64.98' C40 247.83' 16°56'50" 73.04' N 16°41'05" W 73.31' C41 50.27' 69°00'31 " 56.95' N 38°42'54" W 60.55' C42 31.19' 45*24'10" 24.07' N 50°31'04" W 24.71' C43 75.00' 33°51'50" 43.68' N 44°44'54" W 44.33' C44 100.00' 11*00'45" 19.19' N 66°05'49" W 19.22' C45 514.31' 14°23'31" 128.85' N 64°24'26" W 129.19' C46 214.22' 27°56'26" 103.43' N 71°10'54" W 104.47' C47 50.88' 49°55'53" 42.95' S 70°37'08" W 44.34' C48 155.35' 64*46'17" 166.41' S 79°05'27" W 175.61' C49 52.65' 44*41'17" 40.03' N 46°10'47" W 41.06' C50 43.00' 66°41'09" 47.27' N 57°10'43" W 50.05' C51 120.00' 11°00'24" 23.02' S 83°10'24" W 23.05' C52 542.06' 9°54'40" 93.65' S 76°55'52" W 93.77' C53 120.00' 7°23'59" 15.49' S 73'58'13" W 15.50' C54 70.00' 21*47'12" 26.46' S 88°33'48" W 26.62' C55 399.42' 16°56'44" 117.70' N 33'24'14" E 118.13' C56 3855.60' 1 ° 18,19" 87.84' N 24° 16'42" E 87.84' C57 132.52' 69°03'49" 150.24' N 02°50'53" W 159.74' C58 25.00' 103°08'09" 39.17' S 88°42'50" E 45.00' C59 1256.70' 9'17'06" 203.43' N 66°28'50" E 203.65' C60 708.91' 15'25'19" 190.23' S 70°44'39" W 190.81' C61 350.00' 37*05'11" 222.61' N 17*05'16" E 226.55' * NOT A SURVEY * DRAWN BY: DATE: 950 Encore Way DRAWING N0. G.N 7 14 2021 ■■ H-1646 SHEET # OF SHEEP Naples, FL. 34110 LEGAL DESCRIPTION � Phone: (239) 254-2000 Packet Pg. 1659 3 SEC-NJN-RGE: 7 HOLE MONTES Florida Certificate of Authorization No.1772 COMMUNITY DEVELOPMENT DISTRICT 2 11,12,13,14,18,24-51s-26,27E[N31ERSILANDSCAPE ADITEMIPLANNERS I9LNrEM 2021009 01)2.dw H:\8200\S-Survey\Projects By Name Of Location\FIDDLERS\2021009 Cod Revisions\2021009 CDD2.dwg 811112021 1:10:52 PM Plotted by: GiongNgo I 17.A.3 I LINE BEARING DISTANCE L1 S 89°55'46" E 4688.27' L2 S 54°21'29" E 2883.58' L3 S 35°38'54" W 203.36' L4 S 04°35'06" E 86.36' L5 S 57°09'32" W 115.02' L6 S 13°57'25" W 434.86' L7 N 51 °48'02" W 171.93' L8 S 68°59' 19" W 25.61 ' L9 S 21°37'59" W 100.89' L10 S 21°32'03" W 238.21' L11 S 61°59'14" E 37.89' L12 S 61°59'14" E 75.11' L13 N 05°42'49" E 16.93' L14 S 81 ° 13'05" E 99.33, L15 S 08°46'55" W 26.43' L16 S 85°06'03" E 584.09' L17 S 88°46'54" E 66.20' L18 S 77°41'47" E 68.11' L19 S 84°48'34" E 239.41' L20 S 00°00'58" W 124.63' L21 S 83*02'18" E 115.87' L22 S 00°22'35" E 108.39' L23 S 89°28'55" W 25.42' L24 N 81 ° 13'05" W 160.25' L25 N 71 °04'25" W 148.26' L26 N 59°32'59" W 54.85' L27 N 68°58'01 " W 34.68' L28 N 61 °04'50" W 98.96' L29 N 61 °20'47" W 407.40' L30 S 37°02'54" W 54.58' L31 N 53°09'01 " W 1 19.23' L32 S 78°20'56" W 65.29' L33 N 70° 14'37" W 40.26' L34 N 54°22' 13" W 64.70' L35 N 33°21'25" W 23.69' L36 N 75° 12' 12" W 33.30' L37 N 76°51 ' 10" W 26.95' L38 S 43°37'46" W 161.77' L39 N 90°00'00" W 26.44' L40 N 48°41 ' 19" W 62.83' L41 N 14°21'59" E 47.02' L42 N 77°28'48" W 34.63' L43 N 52° 19'34" W 29.83' L44 N 85° 1 1 ' 14" W 26.94' L45 N 38°20'00" W 22.50' L46 N 77°46'28" W 33.45' L47 N 65°05'58" W 40.53' L48 S 25°54'37" W 42.30' * NOT A SURVEY * LINE BEARING DISTANCE L49 S 88°48'27" W 24.84' L50 N 73*55'13" W 30.71' L51 N 42°59'31 " W 35.20' L52 N 14°24'37" W 43.32' L53 N 63° 10'35" W 52.78' L54 N 24°20'06" W 64.72' L55 N 60° 16' 17" W 1 17.36' L56 S 89°33'28" W 185.48' L57 S 00°29'56" E 22.52' L58 S 30°23'51" W 24.71' L59 S 65°20'21 " W 59.88' L60 N 79° 13'24" W 47.16' L61 S 69°39'07" W 76.08' L62 S 77*25'16" W 77.61' L63 N 86°34'08" W 36.83' L64 N 69° 14' 10" W 32.78' L65 S 77*40'12" W 46.94' L66 S 77*40'12" W 633.48' L67 S 77*40'12" W 242.08' L68 S 63°50'35" W 105.72' L69 S 53°26'00" W 22.75' L70 N 55° 15' 12" W 106.68' L71 N 45°28'07" W 39.52' L72 N 28°56'05" E 24.08' L73 N 59°52'05" W 16.74' L74 N 41 °40'21 " E 33.12' L75 N 47°08'59" E 48.64' L76 N 00°25'53" W 2378.44' L77 N 26°57'22" W 100.00' L78 N 00°25'37" W 495.65' L79 N 88°20'43" W 693.91' L80 N 52°51'27" W 171.83' L81 S 37°08'33" W 122.51' L82 N 88°20'43" W 2557.48' L83 N 00°02'26" E 1389.71 ' L84 N 88°05'43" W 590.35' L85 N 01 °43'02" E 1493.79' L86 S 88°09'55" E 1274.00' L87 S 88°09'46" E 1374.52' L88 N 01 ° 13'54" E 1860.10' L89 S 88*46'12" E 518.33' L90 N 35°37'51 " E 214.87' L91 S 54°21'53" E 807.97' L92 S 01°00'06" W 3308.61' L93 N 00°26'31 " W 687.45' L94 S 88°13'02" E 691.39' L95 S 00°20'41 " E 688.94' L96 N 88°05'23" W 690.28' DRAWN BY: DATE: DRAWING N0. 950 Encore Way c.N 7 ,4 202, ■■ Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET # OF SHEEP Phone: (239) 254-2000 4 SEC-TWN-RGE: 7 Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 Packet Pg. 1660 11,12,13,14,18,24-51S-26,27E HOLEMM IME ESQ Authorization No.1772 2021009 CD02.dwg I 17.A.3 I H:\8200\S-Sorvey\Projo0s By Name Of Loeetion\FIDDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 8/11/2021 1:10:52 PM Plotted by: GiangNgo LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN SECTIONS 11, 12, 13, 14, 18 AND 24, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AND SECTION 18, TOWNSHIP 51 SOUTH, RANGE 26 & 27 EAST, COLLIER COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF SAID SECTION 13, RUN S89'55'46"E FOR A DISTANCE OF 4688.27 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 41 (TAMIAMI TRAIL), A 200' WIDE RIGHT-OF-WAY; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, RUN S54'21'29"E FOR A DISTANCE OF 2883.58 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE, THENCE RUN S35'38'54"W FOR A DISTANCE OF 203.36 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, AT A BEARING OF S35'38'54"W THEREFROM, THROUGH A CENTRAL ANGLE OF 77'06'37" AND BEING SUBTENDED BY A CHORD OF 373.96 FEET AT A BEARING OF S87'05'36"W, FOR AN ARC LENGTH OF 403.75 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 830.00 FEET, THROUGH A CENTRAL ANGLE OF 36'29'32" AND BEING SUBTENDED BY A CHORD OF 519.74 FEET AT A BEARING OF S66'47'03"W, FOR AN ARC LENGTH OF 528.63 FEET; THENCE RUN SO4'35'06"E FOR A DISTANCE OF 86.36 FEET; THENCE RUN S57'09'32"W FOR A DISTANCE OF 115.02 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 32'50'27" AND BEING SUBTENDED BY A CHORD OF 56.54 FEET AT A BEARING OF S73'34'46"W, FOR AN ARC LENGTH OF 57.32 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, THROUGH A CENTRAL ANGLE OF 69'57'55" AND BEING SUBTENDED BY A CHORD OF 114.67 FEET AT A BEARING OF S55'01'02"W, FOR AN ARC LENGTH OF 122.11 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 210.00 FEET, THROUGH A CENTRAL ANGLE OF 67'43'34" AND BEING SUBTENDED BY A CHORD OF 234.03 FEET AT A BEARING OF S53'53'52"W, FOR AN ARC LENGTH OF 248.23 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, THROUGH A CENTRAL ANGLE OF 49'13'09" AND BEING SUBTENDED BY A CHORD OF 208.22 FEET AT A BEARING OF S63'09'05"W, FOR AN ARC LENGTH OF 214.76 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 255.00 FEET, THROUGH A CENTRAL ANGLE OF 68'17'37" AND BEING SUBTENDED BY A CHORD OF 286.27 FEET AT A BEARING OF S72'41'19"W, FOR AN ARC LENGTH OF 303.95 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 150.00 FEET, AT A BEARING OF N88'48'54"W THEREFROM, THROUGH A CENTRAL ANGLE OF 57'54'01" AND BEING SUBTENDED BY A CHORD OF 145.21 FEET AT A BEARING OF S30'08'06"W, FOR AN ARC LENGTH OF 151.58 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 495.00 FEET, THROUGH A CENTRAL ANGLE OF 45'07'42" AND BEING SUBTENDED BY A CHORD OF 379.88 FEET AT A BEARING OF S36'31'16"W, FOR AN ARC LENGTH OF 389.88 FEET; THENCE RUN S13'57'25"W FOR A DISTANCE OF 434.86 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 21'18'01" AND BEING SUBTENDED BY A CHORD OF 184.81 FEET AT A BEARING OF S24'36'26"W, FOR AN ARC LENGTH OF 185.88 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 668.60 FEET, THROUGH A CENTRAL ANGLE OF 13'31'53" AND BEING SUBTENDED BY A CHORD OF 157.53 FEET AT A BEARING OF S42'01'23"W, FOR AN ARC LENGTH OF 157.90 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 895.00 FEET, THROUGH A CENTRAL ANGLE OF 09'10'51" AND BEING SUBTENDED BY A CHORD OF 143.26 FEET AT A BEARING OF S44'11'54"W, FOR AN ARC LENGTH OF 143.41 FEET; THENCE RUN N51'48'02"W FOR A DISTANCE OF 171.93 FEET; THENCE RUN S68'59'19"W FOR A DISTANCE OF 25.61 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, AT A BEARING OF S19'39'09"E THEREFROM, THROUGH A CENTRAL ANGLE OF 65'11'08" AND BEING SUBTENDED BY A CHORD OF 53.87 FEET AT A BEARING OF S37'45'17"W, FOR AN ARC LENGTH OF 56.89 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 890.00 FEET, THROUGH A CENTRAL ANGLE OF 24'15'51" AND BEING SUBTENDED BY A CHORD OF 374.10 FEET AT A BEARING OF S17'17'38"W, FOR AN ARC LENGTH OF 376.91 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 510.00 FEET, THROUGH A CENTRAL ANGLE OF 15'36'23" AND BEING SUBTENDED BY A CHORD OF 138.49 FEET AT A BEARING OF S21'37'22"W, FOR AN ARC LENGTH OF 138.92 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1190.00 FEET, THROUGH A CENTRAL ANGLE OF 07'48'48" AND BEING SUBTENDED BY A CHORD OF 162.15 FEET AT A BEARING OF S17'43'35"W, FOR AN ARC LENGTH OF 162.28 FEET; THENCE RUN S21'37'59"W FOR A DISTANCE OF 100.89 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 30*11,06" AND BEING SUBTENDED BY A CHORD OF 33.85 FEET AT A BEARING OF S06'32'26"W, FOR AN ARC LENGTH OF 34.24 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 230.00 FEET, THROUGH A CENTRAL ANGLE OF 30'11'06" AND BEING SUBTENDED BY A CHORD OF 119.77 FEET AT A BEARING OF S06'32'26"W, FOR AN ARC LENGTH OF 121.17 FEET; THENCE RUN S21'32'03"W FOR A DISTANCE OF 238.21 FEET; THENCE RUN S61'59'14"E FOR A DISTANCE OF 37.89 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 52.50 FEET, THROUGH A CENTRAL ANGLE OF 54'38'43" AND BEING SUBTENDED BY A CHORD OF 48.20 FEET AT A BEARING OF S89'18'35"E, FOR AN ARC LENGTH OF 50.07 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 102.50 FEET, THROUGH A CENTRAL ANGLE OF 135'41'08" AND BEING SUBTENDED BY A CHORD OF 189.86 FEET AT A BEARING OF S48'47'22"E, FOR AN ARC LENGTH OF 242.74 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 17.50 FEET, THROUGH A CENTRAL ANGLE OF 81'02'25" AND BEING SUBTENDED BY A CHORD OF 22.74 FEET AT A BEARING OF S21'28'01"E, FOR AN ARC LENGTH OF 24.75 FEET; THENCE RUN S61'59'14"E FOR A DISTANCE OF 75.11 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 12.50 FEET, THROUGH A CENTRAL ANGLE OF 112'17'57" AND BEING SUBTENDED BY A CHORD OF 20.76 FEET AT A BEARING OF N61'51'48"E, FOR AN ARC LENGTH OF 24.50 FEET; THENCE RUN N05'42'49"E FOR A DISTANCE OF 16.93 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 37.50 FEET, THROUGH A CENTRAL ANGLE OF 93'04'05" AND BEING SUBTENDED BY A CHORD OF 54.43 FEET AT A BEARING OF N52'14'52"E, FOR AN ARC LENGTH OF 60.91 FEET; THENCE RUN S81'13'05"E FOR A DISTANCE OF 99.33 FEET; THENCE RUN S08'46'55"W FOR A DISTANCE OF 26.43 FEET; THENCE RUN S85'06'03"E FOR A DISTANCE OF 584.09 FEET; THENCE RUN S88'46'54"E FOR A DISTANCE OF 66.20 FEET; THENCE RUN S77'41'47"E FOR A DISTANCE OF 68.11 FEET; THENCE RUN S84'48'34"E FOR A DISTANCE OF 239.41 FEET; THENCE RUN S00'00'58"W FOR A DISTANCE OF 124.63 FEET; THENCE RUN S83'02'18"E FOR A DISTANCE OF 115.87 FEET; THENCE RUN S00'22'35"E FOR A DISTANCE OF 108.39 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 89'54'50" AND BEING SUBTENDED BY A CHORD OF 98.92 FEET AT A BEARING OF S4434'49"W, FOR AN ARC LENGTH OF 109.85 FEET; THENCE RUN S89'28'55"W FOR A DISTANCE OF 25.42 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 129.96 FEET, THROUGH A CENTRAL ANGLE OF 80'33'19" AND BEING SUBTENDED BY A CHORD OF 168.04 FEET AT A BEARING OF S49'12'16"W, FOR AN ARC LENGTH OF 182.72 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.01 FEET, AT A BEARING OF N81'05'50"W THEREFROM, THROUGH A CENTRAL ANGLE OF 100'26'29" AND BEING SUBTENDED BY A CHORD OF 184.46 FEET AT A BEARING OF S59'07'25"W, FOR AN ARC LENGTH OF 210.39 FEET, * NOT A SURVEY * N C V d d V rn `m ii I a) v c m c :a L O c a) E z U m a UIfAWN .N U7/ tPacket 6 IN G.N 7 14 2021 �� Naples, FL.r34110 LEGAL DESCRIPTION 646 SHEET # OF SHEET Phone: (239) 254-2000 5 sEc-TwN-RCE: 7 - Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 Pg. 1661 11, 12,13,14,18,24-51 S-26,27E HOLEMMONETEEE�S' Authorization No.1772 CDD2.dwg I 17.A.3 I H:\8200\S-Su y\Projeds By Name Of La Ua n\FIDDLERS\2021009 Cdd Revisions\2021009 CDD2.dwg 811112021 1:70:52 PM Plotted by: Gia gNgo TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 304.19 FEET, THROUGH A CENTRAL ANGLE OF 25'25'07" AND BEING SUBTENDED BY A CHORD OF 133.85 FEET AT A BEARING OF N83'21'54"W, FOR AN ARC LENGTH OF 134.95 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 402.41 FEET, THROUGH A CENTRAL ANGLE OF 31'06'58" AND BEING SUBTENDED BY A CHORD OF 215.86 FEET AT A BEARING OF N80'30'59"W, FOR AN ARC LENGTH OF 218.54 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 325.00 FEET, AT A BEARING OF S26'06'07"W THEREFROM, THROUGH A CENTRAL ANGLE OF 30'05'59" AND BEING SUBTENDED BY A CHORD OF 168.78 FEET AT A BEARING OF N78'56'52"W, FOR AN ARC LENGTH OF 170.74 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 12'46'46" AND BEING SUBTENDED BY A CHORD OF 26.71 FEET AT A BEARING OF N87'36'29"W, FOR AN ARC LENGTH OF 26.77 FEET; THENCE RUN N81'13'05"W FOR A DISTANCE OF 160.25 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 271.68 FEET, AT A BEARING OF N07'59'05"E THEREFROM, THROUGH A CENTRAL ANGLE OF 10'56'29" AND BEING SUBTENDED BY A CHORD OF 51.80 FEET AT A BEARING OF N76'32'40"W, FOR AN ARC LENGTH OF 51.88 FEET; THENCE RUN N71'04'25"W FOR A DISTANCE OF 148.26 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, THROUGH A CENTRAL ANGLE OF 10*52,30" AND BEING SUBTENDED BY A CHORD OF 26.53 FEET AT A BEARING OF N65'38'11"W, FOR AN ARC LENGTH OF 26.57 FEET; THENCE RUN N59'32'59"W FOR A DISTANCE OF 54.85 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 96.23 FEET, AT A BEARING OF S30'22'10"W THEREFROM, THROUGH A CENTRAL ANGLE OF 10'36'19" AND BEING SUBTENDED BY A CHORD OF 17.79 FEET AT A BEARING OF N64'55'59"W, FOR AN ARC LENGTH OF 17.81 FEET; THENCE RUN N68'58'01 "W FOR A DISTANCE OF 34.68 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 140.00 FEET, AT A BEARING OF N20'06'28"E THEREFROM, THROUGH A CENTRAL ANGLE OF 08'48'42" AND BEING SUBTENDED BY A CHORD OF 21.51 FEET AT A BEARING OF N65'29'11"W, FOR AN ARC LENGTH OF 21.53 FEET; THENCE RUN N61'04'50"W FOR A DISTANCE OF 98.96 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 720.00 FEET, AT A BEARING OF N24'35'48"E THEREFROM, THROUGH A CENTRAL ANGLE OF 12'30'32" AND BEING SUBTENDED BY A CHORD OF 156.88 FEET AT A BEARING OF N59'08'56"W, FOR AN ARC LENGTH OF 157.19 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 680.00 FEET, THROUGH A CENTRAL ANGLE OF 08'27'08" AND BEING SUBTENDED BY A CHORD OF 100.22 FEET AT A BEARING OF N57'07'13"W, FOR AN ARC LENGTH OF 100.31 FEET; THENCE RUN N61'20'47"W FOR A DISTANCE OF 407.40 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 26'22'37" AND BEING SUBTENDED BY A CHORD OF 13.69 FEET AT A BEARING OF N7432'05"W, FOR AN ARC LENGTH OF 13.81 FEET; THENCE RUN S37'02'54"W FOR A DISTANCE OF 54.58 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 42.54 FEET, AT A BEARING OF N56'27'12"W THEREFROM, THROUGH A CENTRAL ANGLE OF 93,18,11" AND BEING SUBTENDED BY A CHORD OF 61.87 FEET AT A BEARING OF S80'11'54"W, FOR AN ARC LENGTH OF 69.27 FEET; THENCE RUN N53'09'01"W FOR A DISTANCE OF 119.23 FEET; THENCE RUN S78'20'56"W FOR A DISTANCE OF 65.29 FEET; THENCE RUN N70'14'37"W FOR A DISTANCE OF 40.26 FEET; THENCE RUN N54'22'13"W FOR A DISTANCE OF 64.70 FEET; THENCE RUN N33'21'25"W FOR A DISTANCE OF 23.69 FEET; THENCE RUN N75'12'12"W FOR A DISTANCE OF 33.30 FEET; THENCE RUN N76'51'10"W FOR A DISTANCE OF 26.95 FEET; THENCE RUN S43'37'46"W FOR A DISTANCE OF 161.77 FEET; THENCE RUN N90'00'00"W FOR A DISTANCE OF 26.44 FEET; THENCE RUN N48'41'19"W FOR A DISTANCE OF 62.83 FEET; THENCE RUN N14'21'59"E FOR A DISTANCE OF 47.02 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 98.35 FEET, AT A BEARING OF S50'22'32"W THEREFROM, THROUGH A CENTRAL ANGLE OF 37'51'20" AND BEING SUBTENDED BY A CHORD OF 63.81 FEET AT A BEARING OF N58'33'08"W, FOR AN ARC LENGTH OF 64.98 FEET; THENCE RUN N77'28'48"W FOR A DISTANCE OF 34.63 FEET; THENCE RUN N52'19'34"W FOR A DISTANCE OF 29.83 FEET; THENCE RUN N85'11'14"W FOR A DISTANCE OF 26.94 FEET; THENCE RUN N38'20'00"W FOR A DISTANCE OF 22.50 FEET; THENCE RUN N77'46'28"W FOR A DISTANCE OF 33.45 FEET; THENCE RUN N65'05'58"W FOR A DISTANCE OF 40.53 FEET; THENCE RUN S25'54'37"W FOR A DISTANCE OF 42.30 FEET; THENCE RUN S88'48'27"W FOR A DISTANCE OF 24.84 FEET; THENCE RUN N73'55'13"W FOR A DISTANCE OF 30.71 FEET; THENCE RUN N42'59'31"W FOR A DISTANCE OF 35.20 FEET; THENCE RUN N1424'37"W FOR A DISTANCE OF 43.32 FEET; THENCE RUN N63'10'35"W FOR A DISTANCE OF 52.78 FEET; THENCE RUN N24'20'06"W FOR A DISTANCE OF 64.72 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 247.83 FEET, AT A BEARING OF N64'50'30"E THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'50" AND BEING SUBTENDED BY A CHORD OF 73.04 FEET AT A BEARING OF N16'41'05"W, FOR AN ARC LENGTH OF 73.31 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.27 FEET, AT A BEARING OF S85'47'21 "W THEREFROM, THROUGH A CENTRAL ANGLE OF 69'00'31" AND BEING SUBTENDED BY A CHORD OF 56.95 FEET AT A BEARING OF N38'42'54"W, FOR AN ARC LENGTH OF 60.55 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 31.19 FEET, THROUGH A CENTRAL ANGLE OF 45'24'10" AND BEING SUBTENDED BY A CHORD OF 24.07 FEET AT A BEARING OF N50'31'04"W, FOR AN ARC LENGTH OF 24.71 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 75.00 FEET, THROUGH A CENTRAL ANGLE OF 33'51'50" AND BEING SUBTENDED BY A CHORD OF 43.68 FEET AT A BEARING OF N44'44'54"W, FOR AN ARC LENGTH OF 44.33 FEET; THENCE RUN N60'16'17"W FOR A DISTANCE OF 117.36 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET, AT A BEARING OF S29'24'33"W THEREFROM, THROUGH A CENTRAL ANGLE OF 11'00'45" AND BEING SUBTENDED BY A CHORD OF 19.19 FEET AT A BEARING OF N66'05'49"W, FOR AN ARC LENGTH OF 19.22 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 514.31 FEET, THROUGH A CENTRAL ANGLE OF 14'23'31" AND BEING SUBTENDED BY A CHORD OF 128.85 FEET AT A BEARING OF N64'24'26"W, FOR AN ARC LENGTH OF 129.19 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 214.22 FEET, THROUGH A CENTRAL ANGLE OF 27'56'26" AND BEING SUBTENDED BY A CHORD OF 103.43 FEET AT A BEARING OF N71'10'54"W, FOR AN ARC LENGTH OF 104.47 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 50.88 FEET, AT A BEARING OF S05'35'05"W THEREFROM, THROUGH A CENTRAL ANGLE OF 49'55'53" AND BEING SUBTENDED BY A CHORD OF 42.95 FEET AT A BEARING OF S70'37'08"W, FOR AN ARC LENGTH OF 44.34 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 155.35 FEET, AT A BEARING OF N43'17'42"W THEREFROM, THROUGH A CENTRAL ANGLE OF 64'46'17" AND BEING SUBTENDED BY A CHORD OF 166.41 FEET AT A BEARING OF S79'05'27"W, FOR AN ARC LENGTH OF 175.61 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 52.65 FEET, THROUGH A CENTRAL ANGLE OF 44'41'17" AND BEING SUBTENDED BY A CHORD OF 40.03 FEET AT A BEARING OF N46'10'47"W, FOR AN ARC LENGTH OF 41.06 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 43.00 FEET, THROUGH A CENTRAL ANGLE OF 66'41'09" AND BEING SUBTENDED BY A CHORD OF 47.27 FEET AT A BEARING OF N57'10'43"W, FOR AN ARC LENGTH OF 50.05 FEET; THENCE RUN S89'33'28"W FOR A DISTANCE OF 185.48 FEET; * NOT A SURVEY * a DRAWN BY: DATE: 950 Encore Way DRAWING N0. c.N 7 14 2021 •� Naples, FL. 34110 LEGAL DESCRIPTION H-1646 SHEET # OF SHEET 9 Phone: (239) 254-2000 e SEC-TWN-RGe - Florida Certificate of COMMUNITY DEVELOPMENT DISTRICT 2 Packet Pg. 1662 11,12,13,14,1s,24-51s-26,27E EHEO�LDE�MI ONT ESN Authorization No.1772 2021009 CDD4.dq I 17.A.3 I H:\8200\S-Survey\Projects By Name Of Location\FIDDLERS\2021009 Cod Revisions\2027009 CDD2.dwg 811112021 1:10:52 PM Plotted by: GiongNgo THENCE RUN S00'29'56"E FOR A DISTANCE OF 22.52 FEET; THENCE RUN S30'23'51 "W FOR A DISTANCE OF 24.71 FEET; THENCE RUN S65'20'21 "W FOR A DISTANCE OF 59.88 FEET; THENCE RUN N79'13'24"W FOR A DISTANCE OF 47.16 FEET; THENCE RUN S69'39'07"W FOR A DISTANCE OF 76.08 FEET; THENCE RUN S77'25'16"W FOR A DISTANCE OF 77.61 FEET; THENCE RUN N86'34'08"W FOR A DISTANCE OF 36.83 FEET; THENCE RUN N69'14'10"W FOR A DISTANCE OF 32.78 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 46.94 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, THROUGH A CENTRAL ANGLE OF 11'00'24" AND BEING SUBTENDED BY A CHORD OF 23.02 FEET AT A BEARING OF S83'10'24"W, FOR AN ARC LENGTH OF 23.05 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 542.06 FEET, AT A BEARING OF S08'06'49"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'54'40" AND BEING SUBTENDED BY A CHORD OF 93.65 FEET AT A BEARING OF S76'55'52"W, FOR AN ARC LENGTH OF 93.77 FEET, TO A POINT OF REVERSE CURVATURE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 120.00 FEET, AT A BEARING OF N19'43'47"W THEREFROM, THROUGH A CENTRAL ANGLE OF 07'23'59" AND BEING SUBTENDED BY A CHORD OF 15.49 FEET AT A BEARING OF S73'58'13"W, FOR AN ARC LENGTH OF 15.50 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 633.48 FEET, TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 21'47'12" AND BEING SUBTENDED BY A CHORD OF 26.46 FEET AT A BEARING OF S88'33'48"W, FOR AN ARC LENGTH OF 26.62 FEET; THENCE RUN S77'40'12"W FOR A DISTANCE OF 242.08 FEET; THENCE RUN S63'50'35"W FOR A DISTANCE OF 105.72 FEET; THENCE RUN S53'26'00"W FOR A DISTANCE OF 22.75 FEET; THENCE RUN N55'15'12"W FOR A DISTANCE OF 106.68 FEET; THENCE RUN N45'28'07"W FOR A DISTANCE OF 39.52 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 399.42 FEET, AT A BEARING OF N48'07'24"W THEREFROM, THROUGH A CENTRAL ANGLE OF 16'56'44" AND BEING SUBTENDED BY A CHORD OF 117.70 FEET AT A BEARING OF N33'24'14"E, FOR AN ARC LENGTH OF 118.13 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 3855.60 FEET, THROUGH A CENTRAL ANGLE OF 01'18'19" AND BEING SUBTENDED BY A CHORD OF 87.84 FEET AT A BEARING OF N24'16'42"E, FOR AN ARC LENGTH OF 87.84 FEET; THENCE RUN N28'56'05"E FOR A DISTANCE OF 24.08 FEET; THENCE RUN N59'52'05"W FOR A DISTANCE OF 16.74 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 132.52 FEET, AT A BEARING OF N58'18'58"W THEREFROM, THROUGH A CENTRAL ANGLE OF 69'03'49" AND BEING SUBTENDED BY A CHORD OF 150.24 FEET AT A BEARING OF NO2'50'53"W, FOR AN ARC LENGTH OF 159.74 FEET, TO A POINT OF COMPOUND CURVATURE; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, AT A BEARING OF N52'51'14"E THEREFROM, THROUGH A CENTRAL ANGLE OF 103'08'09" AND BEING SUBTENDED BY A CHORD OF 39.17 FEET AT A BEARING OF S88'42'50"E, FOR AN ARC LENGTH OF 45.00 FEET; THENCE RUN N41'40'21 "E FOR A DISTANCE OF 33.12 FEET; THENCE RUN N47'08'59"E FOR A DISTANCE OF 48.64 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1256.70 FEET, AT A BEARING OF S28'09'43"E THEREFROM, THROUGH A CENTRAL ANGLE OF 09'17'06" AND BEING SUBTENDED BY A CHORD OF 203.43 FEET AT A BEARING OF N66'28'50"E, FOR AN ARC LENGTH OF 203.65 FEET; THENCE RUN N00'25'53"W FOR A DISTANCE OF 2378.44 FEET; THENCE RUN N26'57'22"W FOR A DISTANCE OF 100.00 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 708.91 FEET, AT A BEARING OF N26'58'01 "W THEREFROM, THROUGH A CENTRAL ANGLE OF 15'25'19" AND BEING SUBTENDED BY A CHORD OF 190.23 FEET AT A BEARING OF S70'44'39"W, FOR AN ARC LENGTH OF 190.81 FEET; THENCE RUN N00'25'37"W FOR A DISTANCE OF 495.65 FEET; THENCE RUN N88'20'43"W FOR A DISTANCE OF 693.91 FEET; THENCE RUN N52'51'27"W FOR A DISTANCE OF 171.83 FEET; THENCE RUN S37'08'33"W FOR A DISTANCE OF 122.51 FEET; THENCE RUN N88'20'43"W FOR A DISTANCE OF 2557.48 FEET; THENCE RUN N00'02'26"E FOR A DISTANCE OF 1389.71 FEET; THENCE RUN N88'05'43"W FOR A DISTANCE OF 590.35 FEET; THENCE RUN N01'43'02"E FOR A DISTANCE OF 1493.79 FEET; THENCE RUN S88'09'55"E FOR A DISTANCE OF 1274.00 FEET; THENCE RUN S88'09'46"E FOR A DISTANCE OF 1374.52 FEET; THENCE RUN N01'13'54"E FOR A DISTANCE OF 1860.10 FEET; THENCE RUN S88'46'12"E FOR A DISTANCE OF 518.33 FEET, TO THE BEGINNING OF A NON -TANGENTIAL CIRCULAR CURVE; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET, AT A BEARING OF N88'32'40"E THEREFROM, THROUGH A CENTRAL ANGLE OF 37'05'11" AND BEING SUBTENDED BY A CHORD OF 222.61 FEET AT A BEARING OF N17'05'16"E, FOR AN ARC LENGTH OF 226.55 FEET; THENCE RUN N35'37'51 "E FOR A DISTANCE OF 214.87 FEET; THENCE RUN S54'21'53"E FOR A DISTANCE OF 807.97 FEET; THENCE RUN S01'00'06"W FOR A DISTANCE OF 3308.61 FEET, TO THE POINT OF BEGINNING. CONTAINING 898.51 ACRES, MORE OR LESS. BEARINGS REFER TO THE NORTH LINE OF SECTION 13, TOWNSHIP 51 SOUTH, RANGE 26 EAST, AS BEING S89'55'46"E. LESS AND EXCEPT: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONTAINING 10.91 ACRES, MORE OR LESS. TOTAL DESCRIBED AREA = 887.60 ACRES, MORE OR LESS. HOLE MONTES, INC. CERTIFICATE OF AUTHORIZATION NUMBER LB 1772 BY Digitally signed by Tom Murphy A. DN: cn=Tom Murphy, o=Hole Mantes Inc., /i I ou, email=tommurphy@hmeng.com, c=US Date: 2022.02.01 11:36:22-05'00' THOMAS M. MURPHY 5628 , -D S o s, STATE OF o q. ':, FLORIDA boa ��o/ .'.... 0' LS5628 STATE OF FLORIDA DRAWN BY: DATE: G.N 7/1 42021 SHEET # OF SHEET 7 7 SEC-TWN-RGE 1 1 , 12,13,14,18,24-51 S-26, 27E 950 Encore Way Naples, FL. 34110 Phone: (239) 254-2000 Florida Certificate of Authorization No.1772 LEGAL DESCRIPTION COMMUNITY DEVELOPMENT DISTRICT 2 H-1646 Packet Pg. 1663 r1m NAPLESNEWS.COM I TUESDAY, MARCH 1, 2022 1 13D r ------------ I Classifieds Happy ads it Seeking assistance on teaching an elderly women with the Brothers KR 830 Knitting machine. Please email all inquiries to Kimberly Schmidt Harvestm000n1029@gmail.com (honor all hourly rates.) Or call 239-287-5115 TIRED OF NOISE POLLUTION? Illegal Mufflers/Aircraft Join FL#1 Group fighting it! www.Quieti-lorida.org Info@QuietFlorida.org (391 Business opportunites, lease, Invest... PRISTINE 1200sf turn key Man Cave, 1 mile from downtown Naples, perfect for antique cars or Man Cave, She -Shed, A/C, full bath, furnished office, 16' automatic door, state of the art 110" projection theatre w/theatre sound, security cameras, 10' high storage walls, gym flooring, pllate wallS, ind'I ceiling fan, new lighting, epoxy floor, like new, control 4 for Smart system with cameras & security alerts. $450,000 Call: 804-690-1578 2383 Linwood Village Adopt Me - all your favorites... iDomestic Pets AKC Choc. Lab Pups. 2 Females. 10 wks. Champ. lines. Papers. asking $1200. pics avail. 941-457-4790 Goldendoodle Tiny Miniature Pups Shots, Health Cert. Home Raised. $4500.239-560-6525 HAVANESE PUPPIES- Home Raised AKC, Best Health! Since 1996! 423-902-1835 . Visitnoahslittleark.com Poodles- male, 2 females, AKC CKC, all shots, wormed. $3,000. 239-220-4618. Assorted gkinds of things... A NEW ENGLAND Collector wants to buy all types of fine antiques. Before you sell, please call for 2nd opinion, you may be pleasantly surprised. 802-236-5669 ANTIQUES & ART WANTED Courteous Palm Beach Buyer seeks: Quality paintings, sculpture, glass, porcelain, silver, watches, jewelry, Tiffany, Cartier, modern art, Picasso, Warhol, old masters, Chinese antiques, jade, bronze, etc. (561) 801-0222 Private Collector buying base- ball cards, sports memorabilia, gold & silver coins. Cash Paid, Top $. Larry: 954-288-2935 Will Buy Golden Age & Silver Age comic books 1938-1970 & Pulp magazines 1896-1950 TOP $ PAID!! Call: 815-222-6969 iBicycles Excellent ConditiR Two E-bikes, Charge brand comfort bikes like new, Red comfort bike with new Bontrager helmet, water bottle holder and rearview mirror. White comfort bike with bag, lock, new Bontrager helmet, water bottle holder and rearview mirror. Red bike - $1400. White bike - $1500.. (785)331-6062 2 Crypts Side -By -Side Naples Memorial gardens (NAPLES), Mausoleum Wall H, Level A 2 crypts 17 and 18 ( side by side - one crypt front) Peace Chapel Area Hodges Fu- neral Home At Naples Memo- rial Gardens., $12,000 total obo (239)682-1224 i Ci': sn -U.7", I WIN DIAMONDS- 5 CT Cushion 4 CT Canary, Earrings:, 2 CT per ear. 10 CT Tennis brace- let. Rolex. 239-250-3832 AAA GUN COLLECTOR will buy 1 or Complete collection! Call 239-370-1517 i Toro Time Cutter Riding Mow er, 54" deck, 1 yr old, mulches cover incl'd. Paid $4,400 new, asking $3,000. 239-390-3984 i CIALIS 60 MG. (GENERIC) $3.50 a pill. Didi's Health Watch. (239) 450-6495 MOBILITY SCOOTER Pride Victory 10LX model. Like new, 4 wheels, range 16 mi. Basket, charger, cover included. $525. Marco Island email: boc809@gmaii.com i.. . .., Left Handed Ping golf clubs w/ bag- all in excellent cond. $250.207-350-5329 iWanted to Buy WANTED' HIGHWAYMEN PAINTINGS 4 1)' Call, text or email Walter 863-517-1986 WalterWFletcher@gmail.com Wanted Old Stamp and Coin (Silver and Gold) Collections 407-461-7720 Real Estate Home starting fresh... i . so Marco Island- South Seas West. 2BR/2 BA high-rise, cor- ner unit, sunrise & sunset gulf views, beachfront. Available for next season 2023. 201-320- 2449 yshim208O@gmaii.com Homes For Sale - VERMONT HISTORIC Property Contact802-236-5669 clarendonspringshotel.com i Homes r 4 bdrm, 3 bar Wood frame house with 1 original owner and roof that is 4 years old, Dishwasher, Dryer, Range, Refrigerator/Freezer, Washer, encl. porch, fncd yard, refrig, w/d, (239)821-0583 112r EQUAL MOUSING OPPORTUNITY Equal Housing Opportunity All real estate advertising in this newspaper is subject to the Federal Fair Housing Act of 1968 which makes it illegal to advertise any preference, limitation or discrimination based on race, color, religion, sex, national origin, handicap or familial status or an intention to make any such preference, limitation or discrimination. This newspaper will not knowingly accept any advertising for real estate which is in violation of the law. Our readers are hereby informed that all dwellings advertised in this newspaper are available on an equal opportunity basis. Finding a job shouldn't feel like one. ZipRecruiter The Smartest Way To Hire Get started at jobs.usatoday.com w 12r F-40UAHOUSING OPPORTUNITY Equal Housing Opportunity All real estate advertising in this newspaper is subject to the Federal Fair Housing Act of 1968 which makes it illegal to advertise any preference, limitation or discrimination based on race, color, religion, sex, national origin, handicap or familial status or an intention to make any such preference, limitation or discrimination. This newspaper will not knowingly accept any advertising for real estate which is in violation of the law. Our readers are hereby informed that all dwellings advertised in this newspaper are available on an equal opportunity basis. "LAKE PARK" "1ST TIME OFFERED!" Best Buy In Central Naples 4Bdrm, 213ath, Large Lot Located In No Flood Zone Won't Last At Only $899,500 Call Bill Modes Now! 239-860-8440 Downing -Frye Realty, Inc. Wit r Marco Island, 1333 Jamaica Rd, 34145. Rare opportunity to own two lots, .47 acres. Call for details, 3BR/2BA, teak and tile floors, heated pool, at- tached 2 car and detached 2 car garages. 224-522-5227 Naples FSBO 3Br 3ba, 2300 sgft, 3 y/o. prime lot, $1,645,000. No brokers. By appt. 646-465-3669 Open House 11.3 Sunday 675 Copeland Ave BOAT DOCK included! DIRECT GULF ACCESS! SELLER MOTIVATED! Trailer or RV Storage included. Fisherman's Paradise! Remodel one bedroom home. NEW LOWER PRICE! Only $169,900 Call Jack 239-253.5446 Real Estate great places to live... i Marco Island - Turn -Key spa- cious beach front, 2BR/2BA, island views, for lease. No Pets. No Smoking Call 440-871-152 3 iConclo/Townhonne Rent,' 2023 JanMarchBonita2/2 Condo list floor, gated, near Gulf, pool/spa/grill, no smok- ing no pets (732)910-4063 -Ir— —.11111c" nVf1r LCJ - LDV, LD/1. nell Ldl, 55+ Over Comm, W/D in unit, golf view, 2nd fir elevator building. Water & basic cable incl'd, no pets, furn. Avl Now! Yearly rental. 312-315-7369 Naples condo for Annual Rent 800 S. Golf Dr. # 207, 34102. Pool. Near downtown. 2 BR 2 BA, lanai, refurbished. $3600 mo. Larry, 239-293-2790 i NAPLES - 2BR/2BA fully furn'd. 1/2 mile to gulf of Mexico. No smoking & no pets. Jan/Feb/Mar 2023; $4500/mo + taxes/fees. Call: 207-446-2210 Old NAPLES- 2BR/2BA fully furn'd. 2 blk to 5th Ave S and 4 blk to beach. No smoking no pets. April 2022 $7500/mo. Call: 925-683-2997 H mes Love the house. Know the neighborhood. i tON SEASONAL RENTAL OPEN HOUSE FOR FALL'22 AND SPRING'23 2 bdrm, 3 bath, 11 blks from beach. 4400 Bonita Beachwalk Dr, Model with be open 9-5pm Mon -Fri w/attendant, All units come with attached garage. (239)990-4169 extended months take preference on rentals. See ya there! Vanderbilt area walk to beach. Refer Zillow 9202. Avail March 10th & onward. Also 1Br,1Ba Apt avail. Apr. 1st. Same great convenient location (239) 598-1515 Wanted to Rent Rental Wanted in Lely Resorts or similar w/ Tennis for Jan/Feb 2023. Small dog. We are Super Tenants. Tom 262-483-1803 i 7 LL TOWNHOME RENTAL 3BR/4BA. Near Tin City. Seasonal/Annual Avail. Pics + Boat Slip +. 239-825-1144 Automotive best deal for you... AA+ TOP DOLLAR PAID! for Classics Cars, Muscle Cars, & Sports Cars. (239)221-3000 ABSOLUTELY ALL AUTOS Wanted! Dead or Alive Top $ FREE PICK UP! 239-265-6140 CLASSIC/VINTAGE CARS CASH PAID, LOCAL BUYER. ANY CONDITION! CALL: 941-993-4060 RANTED WE BUY CARS, TRUCKS, SUVS, Etc. Anything from $1,000- $100,000. 1 come to yyou. Please call Sam 239-595-4021 i 2000 Mercedes S430, White / Ashe, 68K Miles,One Owner, Pristine, New Michelins, Battery, $19,500 239-248-8884 Volkswagen Beetle Convertible 2009, Red/Tan, Original 36k mi, Clean, 2 Owners. $15,949. 401-952-7272 Excellent 1955 Ford Thunderbird, $85,000 Frame Off, 400 mi. since frame off. Showroom cond. Red ext., Red/White interior, 2 tops, A/C, wire wheels, Power brakes, Power St., auto, Continental kit, $70,900 OBO (239)220-0749 1992 CHRYSLER LEBARON GTC CONV - White, Ithr, all power, ong. owner, 28k mi. $10,000 OBO. 239-775-9007 Love the house. Know the neighborhood. H mes To advertise, visit: classifieds. napies news.com 1 Classifieds Phone: 239.263.4700 1 Classifieds Email: classified@naplesnews.com 1 Public Notices/Legals Email: legals@naplesnews.com VISA Bids and Proposals Bids and Prol L The District School Board of Collier County, Florida, wil Regular School Board Meeting on Tuesday, March 8, 4:30 p.m. at the Dr. Martin Luther King Jr. Admini Center, 5775 Osceola Trail, Naples, Florida, 34109. The of the meeting will be to discuss any matters legally I before the Board. The agenda for the School Board Meeting will be avail the website (www.collierschools.com) and at your local on Tuesday, March 1, 2022. IF A PERSON DECIDES TO APPEAL ANY DECISION MADE SCHOOL BOARD WITH RESPECT TO ANY MATTER CONSI HE/SHE WILL NEED A RECORD OF THE PROCEEDING' THEREFORE, MAY NEED TO ENSURE THAT A VERBATIM I OF THE PROCEEDINGS IS MADE. THE RECORD MUST II THE TESTIMONY AND EVIDENCE UPON WHICH THE AP TO BE BASED. AD#0005151064 Mar. 1, 2022 i i I at ive )se 1ht on ary HE :D, JD, RD DE IS NOTICE OF PUBLIC HEARING NOTICE OF INTENT TO CONSIDI AN ORDINANCE NOTICE IS HEREBY GIVEN, pursuant to Section 11 1 and Section 125.66, Florida Statutes, that the Collier ( t; Board of County Commissioners will hold a Public H 11 on March 22, 2022 at 9:00 a.m. (or as soon thereafter, N v be heard) in the Board of County Commissioners Cha s Third Floor, Collier County Government Center, v 14 Tamiami Trail, Naples, Florida, to consider the foll .L 11 ordinance based upon a petition ("Petition") filed by Fi, Creek Community Development District #2 ("Distril p tI amend the District's boundaries: _ ORDINANCE NO.22- E AN ORDINANCE OF THE BOARD OF COUNT CL COMMISSIONERS OF COLLIER COUNT G CD FLORIDA, AMENDING ORDINANCE N > 02-61, AS AMENDED, THE FIDDLED 0 CREEK COMMUNITY DEVELOPMEP DISTRICT #2; AMENDING THE DISTRICT I EXPANDING THE EXTERNAL BOUNDARI. BY APPROXIMATELY 37.87 ACRI j_ INCREASING THE SIZE OF THE DISTRII E FROM APPROXIMATELY 849.73 ACRES 7 C APPROXIMATELY 887.60 ACRES; PROVIDIP V FOR CONFLICT AND SEVERABILIT m PROVIDING FOR INCLUSION IN TI a) CODE OF LAWS AND ORDINANCES; AT V PROVIDING FOR AN EFFECTIVE DATE. !A The District is located entirely within unincorporated I County. The District is generally located in southwest I County just southwest of U.S. Highway 41 (Tamiami U. 1 and west of State Road 951 (Collier Boulevard). The p - - o of the hearing is to expand the external boundaries 11 District by approximately 37.87 acres, increasing the : 0 the District from approximately 849.73 acres to approxii v 1, 887.60 acres. The land proposed for addition into the Di boundaries is depicted on the attached map. c All interested persons and affected units of general-p p ;i government shall be given an opportunity to app N a the hearing and present oral or written comments 1 0 n Petition. A copy of the proposed Ordinance, the Petitil NI 11 other documentation relating to the Petition, includi rn n statement of estimated regulatory costs in accordance w v requirements of Section 120.541, Florida Statutes, is av Zs 6 for review at the Office of the County Clerk, Collier C y 3299 Tamiami Trail East, Suite 401, Naples, FL 341- G 1( at the County Comprehensive Planning Section, 28 to Horseshoe Drive, Naples, FL 34104. >Z In accordance with Section 286.0105, Florida Statutes, (0 1, person decides to appeal any decision made by the I Z County Board of County Commissioners with respect = h matter considered at such meeting or hearing, that 4) )1 will need a record of the proceedings, and, for such p1: t e that person may need to assure that a verbatim rec V the proceedings is made, which record would inclu( ;r I, testimony or evidence upon which the appeal is to be b, Q If you are a person with a disability who need I, accommodation in order to participate in this proce e you are entitled, at no cost to you, to the provision of 1 11 assistance. Please contact the Collier County Fa Management Division, located at 3335 Tamjami Trai ;1 Suite 101, Naples, Florida 34112-5356, (239) 252 0 at least two (2) days prior to the meeting. Assisted lip 11 devises for the hearing impaired are available in the B( County Commissioners Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA WILLIAM MCDANIEL, CHAIR CRYSTAL K. KINZEL, CLERK N District � i IrJ�I I District 1 I I I {, '" —1.District 1 FIDDLERS CREEK COMMUNITY DEVELOPMIENT DISTFtICT ND-GC10825820-01 12 District #2 SELL YOUR CAR GET A JOB f ADOPT A PET FIND A GARAGE SALE I'inlc N urtnly mru. Packet Pg. 1664 17.A.5 RESOLUTION 22 -_D3_ A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA WAIVING THE OPTIONAL LOCAL PUBLIC HEARING ON THE PETITION TO AMEND THE BOUNDARIES OF FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT #1 THAT WAS FILED WITH THE FLORIDA LAND AND WATER ADJUDICATORY COMMISION; AND PROVIDING FOR AN EFFECTIVE DATE. RECITALS WHEREAS, Fiddler's Creek Community Development District #1 (the "District") is a special and single -purpose local government established pursuant to the provisions of Chapter 190, Florida Statutes, by the Florida Land and Water Adjudicatory Commission (hereafter "FLWAC") Rule 42X-1.001, Florida Administrative Code. The District is located entirely in the unincorporated area of Collier County, Florida; and WHEREAS, the Board of Supervisors of the District has submitted a petition (the "Boundary Amendment Petition") to FLWAC for the purpose of amending the boundaries of the District to (i) contract the boundaries of the District by removing three land areas that total approximately 38.50 acres and (ii) expand the boundaries of the District by adding three (3) land areas that total approximately 11.87 acres; and WHEREAS, Section 190.046(1)(d) l ., Florida Statutes provides that for those districts initially established by administrative rule pursuant to Section 190.005(1), Florida Statutes, the Boundary Amendment Petition shall be filed with FLWAC; and WHEREAS, because the District was originally formed by FLWAC, the Boundary Amendment Petition was submitted by the District to FLWAC on November 18, 2021; and WHEREAS, by letter dated December 3, 2021, Chris Spencer, Secretary for FLWAC advised the District that FLWAC had reviewed the Boundary Amendment Petition and certified that it was complete for processing and requested that the District hold a local public hearing on the Boundary Amendment Petition pursuant to Section 190.046(1)(d)4. and Section 190.005(1)(d), Florida Statutes; and WHEREAS, the District has scheduled its local public hearing on the Boundary Amendment Petition for January 26, 2022; and WHEREAS, pursuant to Section 190.046(1)(d)2., Florida Statutes, the District has provided a copy of the Boundary Amendment Petition to Collier County and simultaneously paid the filing fee of $1,500 required by such statute; and 1 of 2 Packet Pg. 1665 17.A.5 WHEREAS, pursuant to Section 190.046(1)(d)3., Florida Statutes, the County has the option of holding its own local public hearing on the Boundary Amendment Petition; and WHEREAS, the Board of County Commissioners desires to waive its option to hold an optional local public hearing on the Boundary Amendment Petition. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AS FOLLOWS: SECTION 1. RECITALS. The foregoing recitals are true and correct and incorporated herein by this reference. SECTION 2. WAIVER OF OPTIONAL LOCAL PUBLIC HEARING. The Board of County Commissioners of Collier County, Florida hereby waives the option of holding an optional local public hearing on the Boundary Amendment Petition submitted by the District to FLWAC pursuant to Section 190.046(1)(d)3., Florida Statutes. The District is hereby allowed to seek amendment to the District's boundaries from FLWAC as stated in the Boundary Amendment Petition filed with FLWAC pursuant to Section 190.046(1)(d), Florida Statutes. SECTION 3. EFFECTIVE DATE. This Resolution shall become effective upon its adoption. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this 1Ph day of January, 2022. ATTEST: CRYSt°. T�1�,� ; CLERK By: Fattest as to Chai ` ;t; ep"",uty lerl sfgn61140 b* and.legality: Jeffrey A; Kjjlt kow, County Attorney. BOARD OF COUNTY COMMISSIONERS COLLIER COLT)KY ELORIDA M. �� Willifn L. Mc»iel, Jr., 2 of Packet Pg. 1666