VIVID SHORES COMMUNITY DEVELOPMENT
DISTRICT

LEE COUNTY Special Board Meeting
& Public Hearing December 11, 2025
11:00 A.M.

Special District Services, Inc.
The Oaks Center 2501A Burns Road
Palm Beach Gardens, FL 33410

www.vividshorescdd.org 561.630.4922 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

AGENDA VIVID SHORES
COMMUNITY DEVELOPMENT DISTRICT
24311 Walden Center Drive, Suite 300 Bonita Springs, FL 34134
SPECIAL BOARD MEETING & PUBLIC HEARING
December 11, 2025
11:00 A.M.

Call to Order
Proof of Publication	Page 1
Establish Quorum
Additions or Deletions to Agenda
Comments from the Public for Items Not on the Agenda
Public Hearing – Levy of Non-Ad Valorem Assessments
Proof of Publication	Page 1
Receive Public Comment Regarding the Intent to Levy Special Assessments
Consider Approval of the Project and Levying of Non-Ad Valorem Special Assessments Based on Comments from the Public
Consider Adjusting and Equalizing of Non-Ad Valorem Special Assessments Based on Comments from the Public
Consider Resolution No. 2025-39 – Authorizes the Project, the Intent to Levy Non-Ad Valorem Assessments; Intent to Utilize Chapter 197, F.S. for the Levy, Collection and the Enforcement of Non-Ad Valorem Assessments; and the Adoption of a Final
Assessment Roll, Pursuant to Chapters 170 and 190, F.S	Page 2
Old Business
New Business
Consider Approval of Final Supplemental Special Assessment Methodology Report	Page 12
Consider Resolution No. 2025-40 – Supplemental Assessment Resolution	Page 40
Consider Notice of Special Assessments	Page 90
Consider Resolution No. 2025-41 – Adopting a Fiscal Year 2024/2025 Amended Budget	Page 100
Consider Approval of Acquisition Items	Page 104
Administrative Matters
Board Member Comments
Adjourn

NOTICE OF PUBLIC HEARING TO CONSIDER IMPOSITION OF SPECIAL ASSESSMENTS PURSUANT TO SECTION 170.07, FLORIDA STATUTES, BY THE
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT
NOTICE OF PUBLIC HEARING TO CONSIDER ADOPTION OF ASSESSMENT ROLL PURSUANT TO SECTION 197.3632(4)(b), FLORIDA STATUTES, BY THE
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT
NOTICE OF SPECIAL MEETING OF THE VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT
The Board of Supervisors (“Board”) of the Vivid Shores Community Development District (“District”) will hold public hearings on December 11, 2025, at 11:00 a.m., at 24311 Walden Center Drive, Suite 300, Bonita Springs, Florida 34134, to consider the adoption of an assessment roll, the imposition of special assessments to secure proposed bonds on benefited lands within the District, a depiction of which lands is shown below, and to provide for the levy, collection and enforcement of the special assessments.

Phase 1 Master Special Assessment Methodology Report, dated November 10, 2025, attached hereto as Exhibit B and incorporated herein by reference and on file at the office of the District Manager, c/o Michelle Krizen, Special District Services, Inc., 2501A Burns Road, Palm Beach Gardens, Florida 33410 (the “District Records Office”); and
Whereas, the District hereby determines that the Assessments to be levied will not exceed the benefit to the property
improved.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT:
Section 1. Recitals stated above are true and correct and by this reference are incorporated into and form a material part of this Resolution.
Section 2. Assessments shall be levied to defray a portion of the cost of the Improvements.

The District is located entirely within the City of Bonita Springs, Lee County, Florida. The lands to be improved are generally located north

Exhibit A

Section 3. The nature and general location of, and plans and specifications for, the Improvements are described in

of East Terry Street, east of Bonita Grande Drive and west of Crew Wildlife Management Area and are geographically depicted below and in the Master Engineer’s Report, dated September 2025, as supplemented by the Vivid Shores Community Development District Phase 1 Engineer’s Report dated September 2025 (“Engineer’s Report”). The public hearing is being conducted pursuant to Chapters 170, 190 and 197, Florida Statutes. A description of the property to be assessed and the amount to be assessed to each piece or parcel of property may be ascertained at the office of the District Manager c/o Special District Services, Inc., 2501A Burns Road, Palm Beach Gardens, Florida 33410, or by phone at (561) 630-4922 (“District Manager’s Office”).
The District is a unit of special-purpose local government responsible for providing infrastructure improvements for lands within the District. The infrastructure improvements are currently expected to include, but are not limited to: roadway improvements; stormwater management system; environmental conservation; water, wastewater, and reclaim utilities; hardscape, landscape, and irrigation; streetlights; recreational amenities; off-site improvements; and other infrastructure benefitting the Lands within the District (“Improvements”), all as more specifically described in the Engineer’s Report on file and available during normal business hours at the District Manager’s Office. According to the Engineer’s Report, the estimated cost of the Phase 1 Improvements is $47,351,084.00.
The District intends to impose assessments on benefited lands within Phase 1 of the District in the manner set forth in the District’s Preliminary Amended and Restated Phase 1 Master Special Assessment Methodology Report, dated November 10, 2025 (“Phase 1 Assessment Report”), which is on file and available during normal business hours at the District Manager’s Office.
The purpose of any such assessment is to secure the bonds issued to fund the Improvements. As described in more detail in the Phase 1 Assessment Report, the District’s assessments will be levied against respective benefitted lands within the District. The Phase 1 Assessment Report identifies maximum assessment amounts for each assessment area and land use category that is currently expected to be assessed. The lien for assessments is proposed to be allocated on an equal assessment per acre basis and will be levied on an equivalent residential unit (“ERU”) basis at the time that such property is platted or subject to a site plan or sold.
The annual principal assessment levied against each parcel will be based on repayment over thirty (30) years of the total debt allocated to each parcel. The District expects to assess and collect sufficient revenues to retire no more than $57,500,000.00 in debt associated with financing a portion the initial portion of the of the Phase 1 Improvements secured by assessments levied within Phase 1, as outlined in the Phase 1 Assessment Report, exclusive of fees and costs of collection or enforcement, discounts for early payment and interest. The proposed annual schedule of assessments is as follows:

Product	Number of Units
by Type	
ERU Factor*	
Total ERUs*	**Maximum Annual Debt Assessment Per Unit Type*	Maximum Annual Debt Assessment Per Unit*	
52’	112	1.04	116.48	$	1,135,294.80	$	10,136.56	
66’	188	1.32	248.16	$	2,418,739.33	$	12,865.63	
76’	36	1.52	54.72	$	533,339.04	$	14,814.97	
90’	48	1.80	86.40	$	842,114,.27	$	14,544.05	
TOTAL	384	N/A	505.76	$	4,929,487.45	N/A	
*Rounded
*Grossed up to include 1% collection fee of the County Tax Collector, 1% service fee of the County Property Appraiser and 4% for early payment of taxes.
The assessments may be prepaid in whole at any time, or in some instances in part, or may be paid in not more than thirty (30) annual installments subsequent to the issuance of debt to finance the improvements. These annual assessments will be collected on the Lee County tax roll by the Tax Collector. Alternatively, the District may choose to directly collect and enforce these assessments. All affected property owners have the right to appear at the public hearings and the right to file written objections with the District within twenty (20) days of the publication of this notice.
Also, on December 11  , 2025, at 11:00 a.m., at 24311 Walden Center Drive, Suite 300, Bonita Springs, Florida 34134, the Board will hold a special public meeting to consider any other business that may lawfully be considered by the District. The Board meeting and hearings are open to the public and will be conducted in accordance with the provisions of Florida law. The Board meeting and/or the public hearings may be continued in progress to a certain date and time announced at such meeting and/or hearings.
If anyone chooses to appeal any decision of the Board with respect to any matter considered at the meeting or hearings, such person will need a record of the proceedings and should accordingly ensure that a verbatim record of the proceedings is made, which includes the testimony and evidence upon which such appeal is to be based.
Any person requiring special accommodations at the meeting or hearings because of a disability or physical impairment should contact the District Manager’s Office at least 48 hours prior to the meeting. If you are hearing or speech impaired, please contact the Florida Relay Service at 1-800-955-8770 for aid in contacting the District office.
RESOLUTION 2025-33
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT DECLARING SPECIAL ASSESSMENTS; INDICATING THE LOCATION, NATURE AND ESTIMATED COST OF THOSE INFRASTRUCTURE IMPROVEMENTS WHOSE COST IS TO BE DEFRAYED BY THE SPECIAL ASSESSMENTS; PROVIDING THE PORTION OF THE ESTIMATED COST OF THE IMPROVEMENTS TO BE DEFRAYED BY THE SPECIAL ASSESSMENTS; PROVIDING THE MANNER IN WHICH SUCH SPECIAL ASSESSMENTS SHALL BE MADE; PROVIDING WHEN SUCH SPECIAL ASSESSMENTS SHALL BE PAID; DESIGNATING LANDS UPON WHICH THE SPECIAL ASSESSMENTS SHALL BE LEVIED; PROVIDING FOR AN ASSESSMENT PLAT; ADOPTING A PRELIMINARY ASSESSMENT ROLL; PROVIDING FOR PUBLICATION OF THIS RESOLUTION.
Whereas, the Board of Supervisors (the “Board”) of the Vivid Shores Community Development District (the “District”) hereby determines to undertake, install, plan, establish, construct or reconstruct, enlarge or extend, equip, acquire, operate, and/or maintain the infrastructure improvements (the “Improvements”) described in the District’s Vivid Shores Community Development District Phase 1 Engineer’s Report, dated September 2025, attached hereto as Exhibit A and incorporated herein by reference; and
Whereas, it is in the best interest of the District to pay the cost of the Improvements by special assessments pursuant to Chapter 190, Florida Statutes (the “Assessments”); and
Whereas, the District is empowered by Chapter 190, Community Development Districts, Chapter 170, Supplemental and Alternative Method of Making Local Municipal Improvements, and Chapter 197, Tax Collections, Sales and Liens, Florida Statutes, to finance, fund, plan, establish, acquire, construct or reconstruct, enlarge or extend, equip, operate, and maintain the Improvements and to impose, levy and collect the Assessments; and

, which is on file at the District Records Office. Exhibit B is also on file and available for public inspection at the same location.
Section 4.  The total estimated cost of the Improvements is $47,351,084 (the “Estimated Cost”).
Section 5. The Assessments will defray approximately $57,500,000, which the Estimated Cost, plus financing-related costs, capitalized interest, a debt service reserve, and contingency.
Section 6. The manner in which the Assessments shall be apportioned and paid is set forth in Exhibit B, including provisions for supplemental assessment resolutions.
Section 7. The Assessments shall be levied, within the District, on all lots and lands adjoining and contiguous or bounding and abutting upon the Improvements or specially benefitted thereby and further designated by the assessment plat hereinafter provided for.
Section 8. There is on file, at the District Records Office, an assessment plat showing the area to be assessed, with certain plans and specifications describing the Improvements and the estimated cost of the Improvements, all of which shall be open to inspection by the public.
Section 9. Commencing with the year in which the Assessments are levied and confirmed, the Assessments shall be paid in not more than thirty (30) annual installments. The Assessments may be payable at the same time and in the same manner as are ad valorem taxes and collected pursuant to Chapter 197, Florida Statutes; provided, however, that in the event the uniform non-ad valorem assessment method of collecting the Assessments is not available to the District in any year, or if determined by the District to be in its best interest, the Assessments may be collected as is otherwise permitted by law.
Section 10. The District Manager has caused to be made a preliminary assessment roll, in accordance with the method of assessment described in Exhibit B hereto, which shows the lots and lands assessed, the amount of benefit to and the assessment against each lot or parcel of land and the number of annual installments into which the assessment may be divided, which assessment roll is hereby adopted and approved as the District's preliminary assessment roll.
Section 11. The Board shall adopt a subsequent resolution to fix a time and place at which the owners of property to be assessed or any other persons interested therein may appear before the Board and be heard as to the propriety and advisability of the assessments or the making of the Improvements, the cost thereof, the manner of payment therefore, or the amount thereof to be assessed against each property as improved.
Section 12. The District Manager is hereby directed to cause this Resolution to be published twice (once a week for two
(2) consecutive weeks) in a newspaper of general circulation within Lee County, provided that the first publication shall be at least twenty
(20) days before and the last publication shall be at least one (1) week prior to the date of the hearing, and to provide such other notice as may be required by law or desired in the best interests of the District.
Section 13. This Resolution shall become effective upon its passage.
Passed and adopted this 10th day of November, 2025.
ATTEST:	VIVID SHORES COMMUNITY DEVELOPMENT
DISTRICT

/X/		/X/	
Secretary / Assistant Secretary	Chairperson, Board of Supervisors

Exhibit A:	Vivid Shores Community Development District Phase 1 Engineer’s Report, dated September 2025
Exhibit B:	Amended and Restated Phase 1 Master Special Assessment Methodology Report, dated November 10, 2025

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

Whereas, the District hereby determines that benefits will accrue to the property improved, the amount of those benPefiats, geww1w.vividshorescdd.org

and that special assessments will be made in proportion to the benefits received as set forth in the Preliminary Amended and Restated

PUBLISH: FORT MYERS NEWS PRESS	11/20/25 & 11/27/25

NP-42933438

RESOLUTION 2025-39

[PHASE 1]

A RESOLUTION OF THE VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT AUTHORIZING DISTRICT PROJECTS FOR CONSTRUCTION AND/OR ACQUISITION OF INFRASTRUCTURE IMPROVEMENTS; EQUALIZING, APPROVING, CONFIRMING, AND LEVYING SPECIAL ASSESSMENTS ON PROPERTY SPECIALLY BENEFITED BY SUCH PROJECTS TO PAY THE COST THEREOF; PROVIDING FOR THE PAYMENT AND THE COLLECTION OF SUCH SPECIAL ASSESSMENTS BY THE METHODS PROVIDED FOR BY CHAPTERS 170, 190 AND 197, FLORIDA STATUTES; CONFIRMING THE DISTRICT'S INTENTION TO ISSUE SPECIAL ASSESSMENT REVENUE BONDS; MAKING PROVISIONS FOR TRANSFERS OF REAL PROPERTY TO HOMEOWNERS ASSOCIATIONS, PROPERTY OWNERS ASSOCIATION AND/OR GOVERNMENTAL ENTITIES; PROVIDING FOR THE RECORDING OF AN ASSESSMENT NOTICE; PROVIDING FOR SEVERABILITY, CONFLICTS AND AN EFFECTIVE DATE.

RECITALS
WHEREAS, Vivid Shores Community Development District (the “District”) previously indicated its intention to construct certain types of infrastructure improvements and to finance such infrastructure improvements through the issuance of bonds, which bonds would be repaid by the imposition of special assessments on benefited property within the District; and

WHEREAS, the District Board of Supervisors (the “Board”) noticed and conducted a public hearing pursuant to Chapters 170, 190 and 197, Florida Statutes, relating to the imposition, levy, collection and enforcement of such assessments.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT AS FOLLOWS:

SECTION 1. AUTHORITY FOR THIS RESOLUTION. This Resolution is adopted pursuant to Chapters 170, 190 and 197, Florida Statutes, including without limitation, Section 170.08, Florida Statutes.
SECTION 2. FINDINGS. The Board hereby finds and determines as follows:
The District is a local unit of special-purpose government organized and existing under and pursuant to Chapter 190, Florida Statutes, as amended.

The District is authorized by Chapter 190, Florida Statutes, to finance, fund, plan, establish, acquire, install, equip, operate, extend, construct, or reconstruct roadways,

stormwater management, wastewater collection, water distribution system, landscape, hardscape, recreational facilities, reclaim water, irrigation water, underground electrical distribution system and street lighting and other infrastructure projects, and services necessitated by the development of, and serving lands within, the District.

The District is authorized by Chapter 190, Florida Statutes, to levy and impose special assessments to pay all, or any part of, the cost of such infrastructure projects and services and to issue capital improvement revenue bonds payable from such special assessments as provided in Chapters 170, 190 and 197, Florida Statutes.
It is necessary to the public health, safety and welfare and in the best interests of the District that: (i) the District provide the Project (the “Project”), the nature and location of which was initially described in Resolution 2025-33 and is shown in the Vivid Shores Community Development District Master Engineer’s Report, dated September 2025, as supplemented by the Vivid Shores Community Development District Phase 1 Engineer’s Report, dated September 2025 (the “Engineer’s Report”), and which Project’s plans and specifications are on file in the District’s records office at 2501A Burns Road, Palm Beach Gardens, Florida 33410; (ii) the cost of such Project be assessed against the lands specially benefited by such Project; and (iii) the District issue bonds to provide funds for such purposes pending the receipt of such special assessments.

The provision of said Project, the levying of such Special Assessments (hereinafter defined) and the sale and issuance of such bonds serves a proper, essential, and valid public purpose and is in the best interests of the District, its landowners and residents.

In order to provide funds with which to pay a portion of the costs of the Project which are to be assessed against the benefitted properties, pending the collection of such Special Assessments, it is necessary for the District from time to time to sell and issue its Special Assessment Revenue Bonds, in one or more series (the “Bonds”).

By Resolution 2025-33, the Board determined to provide the Project and to defray the costs thereof by making Special Assessments on benefited property and expressed an intention to issue Bonds, notes or other specific financing mechanisms to provide a portion of the funds needed for the Project prior to the collection of such Special Assessments. Resolution 2025-33 was adopted in compliance with the requirements of Section 170.03, Florida Statutes, and prior to the time it was adopted, the requirements of Section 170.04, Florida Statutes, had been met.

As directed by Resolution 2025-33, said Resolution 2025-33 was published as required by Section 170.05, Florida Statutes, and a copy of the publisher’s affidavit of publication is on file with the Secretary of the Board.

As directed by Resolution 2025-33, a preliminary assessment roll was adopted and filed with the Board as required by Section 170.06, Florida Statutes.

As required by Section 170.07, Florida Statutes, upon completion of the preliminary assessment roll, the Board adopted Resolution 2025-34 fixing the time and place of a public hearing at which owners of the property to be assessed and other persons interested therein may appear before the Board and be heard as to: (i) the propriety and advisability of making the infrastructure improvements constituting the Project, (ii) the cost thereof, (iii) the manner of payment therefore, and (iv) the amount thereof to be assessed against each specially benefited property or parcel and provided for publication of notice of such public hearing and individual mailed notice in accordance with Chapters 170, 190 and 197, Florida Statutes.

Notice of such public hearing was given by publication and also by mail as required by Section 170.07, Florida Statutes. Affidavits as to such publications and mailings are on file in the office of the Secretary of the Board.

On December 11, 2025, at the time and place specified in Resolution 2025-34, and notice referred to in paragraph (k) above, the Board met as an Equalization Board and heard and considered all complaints and testimony as to the matters described in paragraph (j) above. The Board has made such modifications in the preliminary assessment roll as it deems necessary, just and right in the making of the final assessment roll.

Having considered the estimated costs of the Project, estimates of financing costs and all complaints and evidence presented at such public hearing, the Board of Supervisors of the District further finds and determines:
that the estimated costs of the Project are as specified in the Engineer’s Report (attached as Exhibit A hereto and incorporated herein by this reference), which Engineer’s Report is hereby adopted and approved, and that the amount of such costs is reasonable and proper; and

it is reasonable, proper, just and right to assess the cost of such Project against the properties within the District specially benefited thereby using the method determined by the Board set forth in the Amended and Restated Phase 1 Master Special Assessment Methodology Report, dated November 10, 2025 (the “Assessment Report”) attached hereto as Exhibit B and incorporated herein by this reference, which results in allocation of assessments in the manner set forth in the final assessment roll included therein (the “Special Assessments”); and

it is hereby declared that the Project will constitute a special benefit to all parcels of real property listed on said final assessment roll and that the benefit, in the case of each such parcel, will be equal to or in excess of the Special Assessments thereon when allocated as set forth in Exhibit B; and

it is in the best interests of the District that the Special Assessments be paid and collected as herein provided.

SECTION 3. AUTHORIZATION OF DISTRICT PROJECT. That certain Project for construction of infrastructure improvements initially described in Resolution 2025-33, and more specifically identified and described in Exhibit A attached hereto, is hereby authorized and approved and the proper officers, employees and/or agents of the District are hereby authorized and directed to take such further action as may be necessary or desirable to cause the same to be made.

SECTION 4. ESTIMATED COST OF IMPROVEMENTS. The total estimated costs of the Project and the costs to be paid by Special Assessments on all specially benefited property are set forth in Exhibits A and B, respectively, hereto.

SECTION 5. EQUALIZATION, APPROVAL, CONFIRMATION AND LEVY OF SPECIAL
ASSESSMENTS. The Special Assessments on parcels specially benefited by the Project, all as specified in the final assessment roll set forth in Exhibit B, attached hereto, are hereby equalized, approved, confirmed and levied. Immediately following the adoption of this Resolution these Special Assessments, as reflected in Exhibit B, attached hereto, shall be recorded by the Secretary of the Board of the District in a special book, to be known as the “Improvement Lien Book.” The Special Assessment or assessments against each respective parcel shown on such final assessment roll and interest, costs and penalties thereon, as hereafter provided, shall be and shall remain a legal, valid and binding first lien on such parcel until paid and such lien shall be coequal with the lien of all state, county, district, municipal or other governmental taxes and superior in dignity to all other liens, titles, and claims. Prior to the issuance of any bonds, including refunding bonds, the District may, by subsequent resolution, adjust the acreage assigned to particular parcel identification numbers listed on the final assessment roll to reflect accurate apportionment of acreage within the District amongst individual parcel identification numbers. The District may make any other such acreage and boundary adjustments to parcels listed on the final assessment roll as may be necessary in the best interests of the District as determined by the Board by subsequent resolution. Any such adjustment in the assessment roll shall be consistent with the requirements of law. In the event the issuance of bonds, including refunding bonds, by the District would result in a decrease of the Special Assessments, then the District shall by subsequent resolution, adopted within sixty (60) days of the sale of such bonds at a publicly noticed meeting and without the need for further public hearing, evidence such a decrease and amend the final assessment roll as shown in the Improvement Lien Book to reflect such a decrease.
SECTION 6. FINALIZATION OF SPECIAL ASSESSMENTS. When the entire Project has both been constructed or otherwise provided to the satisfaction of the Board, the Board shall adopt a resolution accepting the same and determining the actual costs (including financing costs) thereof, as required by Sections 170.08 and 170.09, Florida Statutes. Pursuant to the provisions of Section 170.08, Florida Statutes, regarding completion of a project funded by a particular series of bonds, the District shall credit to each Special Assessment the difference, if any, between the Special Assessment as hereby made, approved and confirmed and the actual costs incurred in completing the Project. In making such credits, no credit shall be given for bond financing costs,

capitalized interest, funded reserves or bond discounts. Such credits, if any, shall be entered in the Improvement Lien Book. Once the final amount of Special Assessments for the entire Project has been determined, the term “Special Assessment” shall, with respect to each parcel, mean the sum of the costs of the Project.

SECTION 7. PAYMENT OF SPECIAL ASSESSMENTS AND METHOD OF COLLECTION.
The Special Assessments may be paid in not more than thirty (30) substantially equal consecutive annual installments of principal and interest. The Special Assessments may be paid in full without interest at any time within thirty (30) days after the completion of the Project and the adoption by the Board of a resolution accepting the Project; provided, however, that the Board shall at any time make such adjustments by resolution, at a noticed meeting of the Board, to that payment schedule as may be necessary and in the best interests of the District to account for changes in long and short term debt as actually issued by the District. At any time, subsequent to thirty (30) days after the Project has been completed and a resolution accepting the Project has been adopted by the Board, the Special Assessments may be prepaid in full including interest amounts to the next succeeding interest payment date or to the second succeeding interest payment date if such a prepayment is made within forty-five (45) calendar days before an interest payment date. The owner of property subject to the Special Assessments may prepay the entire remaining balance of the Special Assessments at any time or a fifty percent (50%) portion of the remaining balance of the Special Assessment once if there is also paid, in addition to the prepaid principal balance of the Special Assessment, an amount equal to the interest that would otherwise be due on such prepaid amount on the next succeeding interest payment date, or, if prepaid during the forty-five (45) day period preceding such interest payment date, to the interest payment date following such next succeeding interest payment date. Prepayment of Special Assessments does not entitle the property owner to any discounts for early payment.

The District may elect to use the method of collecting Special Assessments authorized by Sections 197.3632 and 197.3635, Florida Statutes (the “Uniform Method”). The District has heretofore taken or will use its best efforts to take as timely required, any necessary actions to comply with the provisions of said Sections 197.3632 and 197.3635, Florida Statutes. Such Special Assessments may be subject to all of the collection provisions of Chapter 197, Florida Statutes. Notwithstanding the above, in the event the Uniform Method of collecting its special or non-ad valorem assessments is not available to the District in any year, or if determined by the District to be in its best interest, the Special Assessments may be collected as is otherwise permitted by law. The District may, in its sole discretion, collect Special Assessments by directly assessing landowner(s) and enforcing said collection in any manner authorized by law. Such special assessments shall at all times be collected in a manner consistent with applicable trust indenture.
For each year the District uses the Uniform Method, the District shall enter into an agreement with the Tax Collector of Lee County who may notify each owner of a lot or parcel within the District of the amount of the special assessment, including interest thereon, in the manner provided in Section 197.3635, Florida Statutes.

SECTION 8. APPLICATION OF TRUE-UP PAYMENTS.
There may be required from time to time certain true-up payments as specified the Assessment Report and in supplemental assessment methodology reports. As parcels of land or lots are platted, the Special Assessments securing the Bonds shall be allocated as set forth in such reports. In furtherance thereof, at such time as parcels or land or lots are platted, it shall be an express condition of the lien established by this Resolution that any and all initial plats of any portion of the lands within the District, as the District’s boundaries may be amended from time to time, shall be presented to the District Manager for review, approval and calculation of the percentage of acres and numbers of units which will be, after the plat, site development approval or other method of assigning uniting to property, considered to be developed. No further action by the Board of Supervisors shall be required. The District’s review shall be limited solely to this function and the enforcement of the lien established by this Resolution. The District Manager shall cause the Special Assessments to be reallocated to the units being platted and the remaining property in accordance with such the Assessment Report and supplemental assessment methodology reports, cause such reallocation to be recorded in the District’s Improvement Lien Book, and shall perform the true-up calculations described in Exhibit B, which process is incorporated herein as if fully set forth. Any resulting true-up payment shall become due and payable that tax year by the landowner(s) of record of the remaining property, in addition to the regular assessment installment payable with respect to the remaining developable acres.

The District will take all necessary steps to ensure that true-up payments are made in a timely fashion to ensure its debt service obligations are met. The District shall record all true-up payments in its Improvement Lien Book.

The foregoing is based on the District’s understanding with Pulte Home Company, LLC, and SD Grande Shores, LLC, that they intend to develop the unit numbers and types shown in Exhibit B, on the net developable acres and is intended to provide a formula to ensure that the appropriate ratio of the Special Assessments to developable acres is maintained if fewer units are developed. However, no action by the District prohibits more than the maximum units shown in Exhibit B from being developed. In no event shall the District collect Special Assessments pursuant to this Resolution in excess of the total debt service related to the Project, including all costs of financing and interest. The District recognizes that such events as regulatory requirements and market conditions may affect the timing and scope of the development in the District. If the strict application of the True-Up Methodology to any assessment reallocation pursuant to this paragraph would result in Special Assessments collected in excess of the District’s total debt service obligation for the Project, the Board shall by resolution take appropriate action to equitably reallocate the Special Assessments. Further, upon the District’s review of the final plat for the developable acres, any unallocated Special Assessments shall become due and payable and must be paid prior to the District’s approval of that plat.

The application of the monies received from true-up payments or assessments to the actual debt service obligations of the District, whether long term or short term, shall be set forth in the supplemental assessment resolution adopted for each series of Bonds actually issued. Such subsequent resolution shall be adopted at a noticed meeting of the District, and shall set forth the actual amounts financed, costs of issuance, expected costs of collection, and the total amount of the assessments pledged to that issue, which amount shall be consistent with the lien imposed by this Resolution.

SECTION 9. PROPERTY OWNED BY HOMEOWNERS ASSOCIATIONS, PROPERTY OWNERS
ASSOCIATIONS OR GOVERNMENTAL ENTITIES. Property owned by units of local, state, and federal government shall not be subject to the Special Assessments without specific consent thereto. In addition, property owned by a property owners association or homeowners association that is exempt from special assessments under Florida law shall not be subject to the Special Assessments. If at any time, any real property on which Special Assessments are imposed by this Resolution is sold or otherwise transferred to a unit of local, state, or federal government (without consent of such governmental unit to the imposition of Special Assessments thereon), all future unpaid Special Assessments for such tax parcel shall become due and payable immediately prior to such transfer without any further action of the District.

SECTION 10. ASSESSMENT NOTICE. The District’s Secretary is hereby directed to record a general Notice of Assessments in the Official Records of Lee County, Florida, which shall be updated from time to time in a manner consistent with changes in the boundaries of the District.
SECTION 11. 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 12. CONFLICTS. All resolutions or parts thereof in conflict herewith are, to the extent of such conflict, superseded and repealed.

SECTION 13. EFFECTIVE DATE. This Resolution shall become effective upon its adoption.

[continued on following page]

APPROVED AND ADOPTED THIS 11H DAY OF DECEMBER, 2025.

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

Secretary / Assistant Secretary	Chairperson, Board of Supervisors

Exhibit A:	Vivid Shores Community Development District Phase 1 Engineer’s Report, dated September 2025
Exhibit B:	Amended and Restated Phase 1 Master Special Assessment Methodology Report,
dated November 10, 2025

Exhibit A

Vivid Shores Community Development District Phase 1 Engineer’s Report,
dated September 2025

Exhibit B

Amended and Restated Phase 1 Master Special Assessment Methodology Report,
dated November 10, 2025

FIRST SUPPLEMENTAL SPECIAL ASSESSMENT METHODOLOGY REPORT
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

December 9, 2025

SPECIAL DISTRICT SERVICES, INC
2501A Burns Road
Palm Beach Gardens, Florida 33410 561-630-4922

INTRODUCTION
The Vivid Shores Community Development District (the “District”) is a local unit of special-purpose government located entirely within the City of Bonita Springs, Florida (the “City”). The District was established effective September 17, 2025, by Ordinance No. 25-11enacted by the City Council of the City to provide for the construction, and/or acquisition, financing, long-term administration and management of certain infrastructure of the Vivid Shores development (the “Development”), as defined below.
The District contains approximately 1,295 gross acres, 881.31 +/- acres are planned for phase 1 (“Phase 1”) with the following land uses:

Table 1 – Proposed Land Uses for Phase 1 of the District

Land Use Category	Unit	
SF - 52’	112 Dwelling units	
SF - 66’	188 Dwelling units	
SF - 76’	36 Dwelling units	
SF – 90+’	48 Dwelling units	

This First Supplemental Special Assessment Methodology Report (the “First Supplemental Report”), December 9, 2025 will provide the allocation of special assessments as it relates to the sale and issuance of proposed Special Assessment Bonds, Series 2025 (the “ Series 2025 Bonds”) for the financing of public infrastructure improvements relating to Phase 1 of the development within the District, the District Engineer has developed a cost estimate for the phase 1 capital improvement program (“CIP”) necessary to provide the District with infrastructure necessary to support the development program relating to the Phase 1 Assessment Area and estimates the cost for the CIP at
$47,351,084 including but not limited to the following: stormwater management infrastructure, roadway improvements, water distribution infrastructure, and sanitary sewer infrastructure (collectively, the “Phase 1 Project”). These infrastructure improvements will provide special benefit to all lands within the Phase 1 Assessment Area within the District. Special benefit is a required determination in order to make use of the proceeds of any Series 2025 special assessment bonds issued by the District.

The improvements comprising the Project are described below and in the Phase 1 Engineer’s Report dated September 2025 (the “ Phase 1 Engineer’s Report”), as may be amended and supplemented by Atwell, LLC. (the “District’s Engineer”). This First Supplemental Report equitably allocates the costs being incurred by the District to provide the benefits of a portion of the Phase 1 Project financed by

the Series 2025 Bonds to the Phase 1 developable lands within the District as identified herein on
Exhibit A (the “Phase 1 Assessment Area”).

This First Supplemental Report will equitably allocate the costs being incurred by the District to provide the Phase 1 Project to all of the assessable lands within the Phase 1 Assessment Area within the District. The implementation of the public improvements will convey special and peculiar benefits to the assessable properties within the Phase 1 Assessment Area within the District. The Series 2025 Bonds issued to finance the public improvements will be repaid through the levy of non-ad valorem special assessments on all assessable property within the Phase 1 Assessment Area within the District. The proceeds from the Series 2025 Bonds will only finance a portion of the Phase 1 Project.The special assessments securing the Series 2025 Bonds will be initially levied on all of the gross acres within the Phase 1 Assessment Area within in the District, and upon the platting of 384 dwelling units, as shown in Table C, the debt represented by the Series 2025 Bonds will be assigned to those units on a first platted, first assigned basis. Upon final platting and assignment of special assessments shown in Table C, any remaining gross acres or units within will no longer be encumbered by the Phase 1 assessment lien if included within a future assessment area.

PROJECTS TO BE FUNDED BY THE DISTRICT

The Phase 1 Project is comprised of an interrelated system of public infrastructure improvements which will serve and specially benefit all assessable lands within the Phase 1 Assessment Area within the District. The Phase 1 Project will serve all assessable lands within the Phase 1 Assessment Area within the District and the improvements will be interrelated such that they will reinforce one another. The total cost of the Phase 1 Project is currently estimated to be $47,351,084. A detail of the estimated Phase 1 Project costs for the development is included herein on Table A. The Series 2025 Bonds will be repaid through the levy of non-ad valorem special assessments on all assessable property within the Phase 1 Assessment Area within the District until fully assigned to the 384 units and total ERUs shown in Table C. The Phase 1 Project has been designed to be functional and confer special benefits to the landowners within the Phase 1 Assessment Area of the District. Any portion of the Phase 1 Project not financed through the issuance of Series 2025 Bonds will be paid for by Pulte Home Company, LLC, or its successors or assigns (herein the “Landowner”), or in the District’s sole discretion through the issuance of an additional series of bonds secured by property or units outside of the Phase 1 Assessment Area.
Construction and/or acquisition and maintenance obligations for the District’s proposed infrastructure improvements constituting the Phase 1 Project are described in the Engineer’s Report.
The construction costs for the Phase 1 Project identified in this First Supplemental Report were provided by the District Engineer. Special District Services, Inc., as District Manager, makes no representation regarding the accuracy or validity of those costs and did not undertake any analysis or verification regarding such costs.
FUNDING OF IMPROVEMENTS
To defray the costs of construction and or acquisition of a portion of the Phase 1 Project, the District will impose non-ad valorem special assessments on all benefited real property within the Phase 1 Assessment Area within the District. These assessments are based on the special and peculiar benefits accruing to such property from the improvements comprising the Phase 1 Project financed by the Series 2025 Bonds. The use of non-ad valorem special assessments has an advantage in that the

properties that receive the special benefits from the Phase 1 Project are the only properties that are obligated to pay for those facilities and services. Without these improvements, development of the property within the District would not be possible. The improvements, which will be funded through these special assessments, include only facilities which may be undertaken by a community development district under Chapter 190, F.S. This First Supplemental Report is designed to meet the requirements of Chapters 170, 190 and 197, F.S.; and may be supplemented or amended from time to time.
In summary, special assessments may be levied: (1) for facilities which provide special benefits to property as distinct from general and incidental benefits, (2) only against property which receives that special benefit, (3) in proportion to the benefits received by the properties; and (4) according to fair and reasonable methods that the governing body of the jurisdiction determines. The special assessments placed upon various benefited properties within Phase 1 Assessment Area within the District must be sufficient to cover the debt service of the Series 2025 Bonds that will be issued for financing a portion of the Project.
Until all the land within the Phase 1 Assessment Area within the District has been platted and sold, the assessments on the portion of land that has not been platted and sold are not fixed and determinable. The reasons for this are (1) until the lands are platted, the number of developable acres within each tract against which the assessments are levied is not determined; (2) the lands are subject to re-plat, which may result in changes in development density and product type; and (3) until the lands are sold it is unclear of the timing of the absorptions. Only after the property has been platted and sold will the developable acreage be determined, the final plat be certain, the development density known and the product types confirmed.
ALLOCATION OF BENEFIT AND ASSESSMENTS
In developing the methodology used for special assessments within the Phase 1 Assessment Area within the District, two interrelated factors were used:
Allocation of Benefit: Each parcel of land, lot and/or unit within the Phase 1 Assessment Area within the District benefits from the construction and financing of the proposed improvements comprising the Phase 1 Project.
Allocation of Cost/Debt: The special assessments imposed on each parcel of land, lot and/or unit within the Phase 1 Assessment Area within the District cannot exceed the value of the benefits provided to such parcel of land, lot and/or unit.
The planned improvements comprising the Phase 1 Project is an integrated system of facilities designed to provide benefits to the assessable property within the Phase 1 Assessment Area within the District as a whole. The Phase 1 Project is intended to work as a portion of the total system contained within the CIP which will provide special benefits for each unit type. The fair and reasonable method of allocating the benefit to each planned residential unit has been accomplished by assigning an equivalent residential unit (“ERU”) to each unit. Therefore, for the purpose of this First Supplemental Report, each 52 foot single family residential unit will be assigned 1.04 ERU; each 66 foot single family residential unit is defined as 1.32 ERU; each 76 foot single family residential unit is defined as
1.52 ERU and each 90 foot single family residential unit is defined as 1.80 ERU. Accordingly, the Phase 1 Project benefits the units in these same proportions resulting in the special assessments being allocated to each 52 foot, 66 foot, 76 foot and 90 foot single family residential dwelling unit types in

these proportions. The Phase 1 Project benefit allocation & the bond debt allocation are shown herein on Table C and Table D.
Given the approved land use plan and the type of infrastructure to be funded by the proposed special assessments, this method results in a fair allocation of benefits and an equitable allocation of costs for the Phase 1 Project. The special benefit received and applied to each parcel and/or residential dwelling unit/lot as a result of the construction of public infrastructure improvements will exceed the cost of such units allocated to each parcel and/or unit/lot. However, if the future platting results in changes in land use or proportion of benefit per acre and/or unit type, this allocation methodology may not be applicable and it may be necessary for the District to revise the allocation methodology.
To the extent land is sold in bulk to a third party, prior to platting, then, the District will assign debt based upon the development rights conveyed based upon the ERU factors as shown herein.
COLLECTION OF SPECIAL ASSESSMENTS
The proposed special assessments for the District are planned to be collected through the Uniform Method of Collection described in Chapter 197, Section 197.3632; Florida Statutes (“F.S.”) for platted lots, or any other legal means available to the District.
Since there are costs associated with the collection of the special assessments (whether by uniform method of collection as authorized under Chapter 197.3632, F.S., or other methods allowed by Florida law), these costs must also be included in the special assessment levy. These costs generally include a
$2.50 per parcel collection fee of the County Tax Collector, a 1% service fee of the County Property Appraiser and a 4% discount for early payment of taxes. However, actual collection costs may vary from year to year depending on agreements in place with the County Tax Collector and County Property Appraiser and any statutory changes. These previously described additional costs may be reflected by dividing the annual debt service and maintenance assessment amounts by a factor of 0.95 plus $2.50 per unit. In the event the special assessments are direct billed, then, the collection costs and discounts may not apply.
FINANCING STRUCTURE
The estimated cost of construction for the Phase 1 Project is $47,351,084. The construction program and the costs associated with the District are identified herein on Table A.
A portion of the capital improvements comprising the Phase 1 Project is assumed to be financed by the Series 2025 Bonds which, when issued, will be payable from and secured by special assessments levied annually initially against all assessable properties within the Phase 1 Assessment Area within the District. Based on the current market conditions the total aggregate principal amount of the Series 2025 Bonds ($16,765,000) for the District is shown herein on Table B. The proceeds of the Series 2025 Bonds will provide a maximum of approximately $15,311,370.26 for acquisition and/or construction related costs. Any portions of the Phase 1 Project not funded by the Series 2025 Bonds may, in the District’s discretion be funded by a future series of bonds. The sizing of the Series 2025 Bonds is assumed to include a debt service reserve fund equal to 50% of the maximum annual debt service, a capitalized interest fund and issuance costs as shown herein on Table B.
MODIFICATIONS, REVISIONS AND TRUE-UP MECHANISM
Allocation of proposed costs and proposed debt, respectively shown herein on Table C and Table D, for the infrastructure improvements financed by the District for a portion of all costs of the Phase 1

Project (estimated at $47,351,084) will, upon platting, be assigned to 384 residential dwelling units projected to be constructed within the Phase 1 Assessment Area within the District and benefited by the infrastructure improvements comprising the Phase 1 Project. The estimated annual debt service assessments are shown herein on Table F. Based on a Series 2025 Bond size of $16,765,000 at an average coupon rate of 5.4874% the annual debt service on the Bonds will be approximately
$1,137,835 which has not been grossed up to include the $2.50 per parcel Tax Collector fee and 1% County Property Appraiser fee.
To ensure that each residential unit is assessed no more than their pro-rata amount of the annual non-ad valorem assessments shown herein on Table F, the District will be required to perform a “True-Up” analysis, which requires a computation at the time of submission of each plat or re-plat to determine the potential remaining Equivalent Residential Units (ERU). The District shall, at the time a plat or re-plat is submitted to the County:

Assume that the total number of ERUs, within each parcel, utilized as a basis for this assessment methodology is as described in Table C (“Total Assessable ERUs).
Ascertain the number of assessable ERUs, within each parcel, in the proposed plat or re-plat and all prior plats (“Planned Assessable ERUs”).
Ascertain the current amount of potential remaining ERUs within each Parcel that has not yet been platted (“Remaining Assessable ERUs”).

If the Planned Assessable ERUs are equal to the Total Assessable ERUs, no action would be required at that time. However, if the sum of the Planned Assessable ERUs and the Remaining Assessable ERUs are less than the Total Assessable ERUs, the applicable landowner will be obligated by the District to remit to the District an amount of money sufficient to enable the District to retire an amount of Bonds, plus accrued interest, such that the amount of non-ad valorem assessments allocated to each Planned Assessable ERU does not exceed the amount of debt service that would have been allocated thereto, had the total number of Planned Assessable ERUs not changed from what is represented in Table C.

All assessments levied run with the land. A determination of a true-up payment shall be based on the terms and provisions of this First Supplemental Report, any supplemental report and the applicable assessment resolutions. It is the responsibility of the landowner of record (other than homebuyers unaffiliated with the Landowner) to make any required true-up payments that are due. The District will not release any liens on the property for which true-up payments are due until provision for such payment has been satisfied.
PRELIMINARY ASSESSMENT ROLL
When fully developed, the current site plan for Phase 1 of the District will include the land uses in Table 1. The Series 2025 Bond will be secured by assessments assigned first on the developable acres within the Phase 1 Assessment Area and then assigned to the platted units described in Table C on a first platted, first assigned basis.
ADDITIONAL STIPULATIONS
Certain financing, development, and engineering data was provided by members of District staff, consultants and/or the Landowners. The allocation methodology described herein was based on

information provided by those professionals. Special District Services, Inc. makes no representations regarding said information beyond restatement of the factual information necessary for compilation of this report.

Special District Services, Inc. does not represent the Vivid Shores Community Development District as a Municipal Advisor or Securities Broker nor is Special District Services, Inc. registered to provide such services as described in Section 15B of the Securities and Exchange Act of 1934, as amended. Similarly, Special District Services, Inc. does not provide the Vivid Shores Community Development District with financial advisory services or offer investment advice in any form.

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TABLE A PROJECT COST ESTIMATES
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT
(Phase 1 Assessment Area)

TOTAL

EARTHWORK FOR STORMWATER MANAGEMENT	$	10,322,825	
		
STORMWATER MANAGEMENT SYSTEMS	$	6,122,875	
		
POTABLE WATER SYSTEMS	$	2,560,260	
		
SANITARY SEWER SYSTEMS	$	5,478,800	
		
PERIMETER WALLS	$	648,300	
		
PERIMETER LANDSCAPING	$	762,750	
		
ON-SITE WETLAND CONSERVATION	$	574,170	
		
OFF-SITE ROAD IMPROVEMENTS	$	12,774,560	
		
PROFESSIONAL SERVICES & PERMIT FEES	$	3,801,900	
		
CONTINGENCY	$	4,304,644	
		
TOTAL	$	47,351,084	

TABLE B BOND SIZING
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT
(Phase 1 Assessment Area)

BOND SIZING

Par Amount	$	16,765,000	
		
Debt Service Reserve Fund (DSRF)	$	(568,918)	
		
Capitalized Interest (4 Months)	$	(327,987)	
		
Issuance Costs	$	(556,725)	
		
Construction Funds	$	15,311,370	
		
Bond Interest Rate (Average Coupon)	5.487%	
		
Principal Amortization Period (Years)	30	

TABLE C ALLOCATION OF PROJECT COSTS
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT
(Phase 1 Assessment Area)

Product	Number of Units
by Type	
ERU Factor*	Total ERUs*	Project Cost Allocation Per Type	Project Cost Allocation Per
Unit*	
SF - 52'	112	1.04	116.48	$	10,905,280	$	97,369	
SF - 66'	188	1.32	248.16	$	23,233,638	$	123,583	
SF - 76'	36	1.52	54.72	$	5,123,085	$	142,308	
SF - 90+'	48	1.80	86.40	$	8,089,081	$	168,523	
TOTAL	384	N/A	505.76	$	47,351,084	N/A	
*Rounded

TABLE D ALLOCATION OF BOND DEBT
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT
(Phase 1 Assessment Area)

Product	Number of Units
by Type	
ERU Factor*	Total ERUs*	Bond Debt Allocation Per Unit
Type*	Bond Debt Allocation Per
Unit*	
SF - 52'	112	1.04	116.48	$	3,861,095	$	34,474.06	
SF - 66'	188	1.32	248.16	$	8,226,041	$	43,755.54	
SF - 76'	36	1.52	54.72	$	1,813,866	$	50,385.16	
SF - 90+'	48	1.80	86.40	$	2,863,999	$	59,666.64	
TOTAL	384	N/A	505.76	$	16,765,000	N/A	
*Rounded

TABLE E

CALCULATION OF ANNUAL DEBT SERVICE

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT
(Phase 1 Assessment Area)

2025 Series
Bond Debt

1  Maximum Annual Debt Service	$	1,137,835.00		
			
2  Maximum Annual Debt Service Assessment to be Collected	$	1,198,681.05	*	
			
3  Total Number of Gross Acres (Assessment Area One)	881.31		
			
4  Maximum Annual Debt Service per Gross Acr	$1,360.11		
			
5  Total Number of Residential Units Planned	384		
			
6  Maximum Annual Debt Service per Unit Type	See Table F		

*Grossed up to include $2.50 per parcel collection fee of the County Tax Collector, 1% service fee of the County Property Appraiser and 4% for early payment of taxes. Actual amounts may be adjusted to reflect actual County collection costs.

TABLE F

ALLOCATION OF DEBT SERVICE ASSESSMENTS

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT
(Phase 1 Assessment Area)

Product	Number of Units	by Type	
ERU Factor*	
Total ERUs*	**Maximum Annual Debt Assessment Per
Unit Type*	**Maximum Annual Debt Assessment Per
Unit*	
SF - 52'	112	1.04	116.48	$	276,064.48	$	2,464.86	
SF - 66'	188	1.32	248.16	$	588,153.85	$	3,128.48	
SF - 76'	36	1.52	54.72	$	129,689.63	$	3,602.49	
SF - 90+'	48	1.80	86.40	$	204,773.10	$	4,266.11	
TOTAL	384	N/A	505.76	$	1,198,681	N/A	

Folio ID#'s and/or Parcel Plat Description	Developable Acreage by Parcel	**Maximum Annual Debt Assessment Per
Acre*	
Par Debt Per Acre	
Total Par Debt	
See Exhibit A	881.31	$	1,360.11	$	19,022.82	$	16,765,000	
TOTALS		N/A	N/A	$	16,765,000	
*Rounded
*Grossed up to include $2.50 per parcel collection fee of the County Tax Collector, 1% service fee of the County Property Appraiser and 4% for early payment of taxes. Actual amounts may be adjusted to reflect actual County collection costs

Exhibit "A"

NORTH

SCALE: 1" = 1,500'

b:\Projects\1202-500 (bonita grande mine) rpd cdd establishment\drawings-exhibits\1202-500-01 cdd exhibits\current plans\12025000106.dwg

LEGEND

VIVID SHORES CDD BOUNDARY

PROPOSED LAKE

PRESERVE AREA

SINGLE FAMILY TRACTS

AMENITY AREA

PHASE 1 BOUNDARY

PHASE 2 BOUNDARY

PHASE 3 BOUNDARY

EXHIBIT 4: PROPOSED DEVELOPMENT PLAN
PREPARED FOR:
17, 20, 29 47S	26E

FLORIDA CERTIFICATE OF AUTHORIZATION #8636

PULTE HOME COMPANY, LLC
24311 WALDEN CENTER, SUITE 300

LEE COUNTY, FL

7 OF 13

FILE NAME: 12025000106.dwg

JEREMY H. ARNOLD, P.E.

AutoCAD SHX Text
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28100 BONITA GRANDE DR., SUITE 305 BONITA SPRINGS, FL 34135 239.405.7777

BONITA SPRINGS, FLORIDA 34134

SHEET:

Page 25

FL LICENSE NO. 66421

EXHIBIT "A"

LEGAL DESCRIPTION OF THE PROPERTY

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.0l005'35"W., ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 3481.93 FEET THENCE N.88°54'51"E., A DISTANCE OF 117.31 FEET; THENCE S.67°05'30"E., A DISTANCE OF 3.47 FEET TO THE POINT OF BEGINNING, SAID POINT LYING ON A CURVE TO THE RIGHT, HAVING A RADIUS OF
188.74 FEET AND A CHORD WHICH BEARS N.36°16'09"E. 177.35 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 56°02'44", A DISTANCE OF 184.62 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 354.90 FEET, A CHORD WHICH BEARS N.36°08'05"E. 272.27 FEET, AND A CENTRAL ANGLE OF 45°06'44"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 279.44 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 53.39 FEET, A CHORD Wl-IlCH BEARS N.36°46'47"E. 66.45 FEET, AND A CENTRAL ANGLE OF 76°57'48"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 71.72 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 91.67 FEET, A CHORD Wl-IlCH BEARS S.75°39'40"E. 87.85 FEET, AND A CENTRAL ANGLE OF 57°15'38"; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 91.62 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 295.10 FEET, A CHORD Wl-IlCH BEARS S.36°01'45"E. 53.96 FEET, AND A CENTRAL ANGLE OF 10°29'30"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 54.04 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 87.24 FEET, A CHORD Wl-IlCH BEARS S.63°20'22"E. 58.66 FEET, AND A CENTRAL ANGLE OF 39°17'19"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 59.82 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF
128.93 FEET, A CHORD Wl-IlCH BEARS S.47°43'13"E. 103.18 FEET, AND A CENTRAL ANGLE OF
47°10'24"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
106.15 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 65.00 FEET, A CHORD Wl-IlCH BEARS S.07°48'06"W. 68.76 FEET, AND A CENTRAL ANGLE OF 63°52'13"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 72.46 FEET; THENCE N.86°37'05"E., A DISTANCE OF 67.35 FEET; THENCE N.51°06'02"E., A DISTANCE OF 71.29 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1011.21 FEET, A CHORD Wl-IlCH BEARS N.40°34'29"W.

,.,

59.12 FEET, AND A CENTRAL ANGLE OF 03°21'02"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 59.13 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD Wl-IlCH BEARS N.21°01'12"E. 89.31 FEET, AND A CENTRAL ANGLE OF 126°32'24"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 110.43 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 205.00 FEET, A CHORD WHICH BEARS N.24°37'34"E. 353.86 FEET, AND A CENTRAL ANGLE OF 119°19'40"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 426.95 FEET; THENCE N.35°02'16"W., A DISTANCE OF 56.71 FEET; THENCE N.53°00'49"W., A DISTANCE OF 82.95 FEET; THENCE N.23°47'24"E., A DISTANPCaEgeO2F6 111.94 FEET; THENCE N.63°36'46"W., A

i--
'

DISTANCE OF 34.59 FEET; THENCE N.68°08'59"W., A DISTANCE OF 50.77 FEET; THENCE N.51°21'27"W., A DISTANCE OF 42.38 FEET; THENCE N.55°09'39"W., A DISTANCE OF 28.55 FEET; THENCE N.39°16'5l"W., A DISTANCE OF 19.17 FEET; THENCE N.18°ll'00"W., A DISTANCE OF 235.59 FEET; THENCE N.31°59'17"W., A DISTANCE OF 41.38 FEET; THENCE N.45°08'35"W., A DISTANCE OF 80.13 FEET; THENCE N.51°52'4l"W., A DISTANCE OF 244.65 FEET; THENCE N.62°47'08"W., A DISTANCE OF 32.93 FEET; THENCE N.54°54'2l"W., A DISTANCE OF 39.01 FEET; THENCE N.55°04'20"W., A DISTANCE OF 71.87 FEET; THENCE N.57°57'04"W., A DISTANCE OF 31.70 FEET; THENCE N.44°02'11"W., A DISTANCE OF 36.73 FEET; THENCE N.l4°03'07"W., A DISTANCE OF 54.60 FEET; THENCE N.00°35'56"E., A DISTANCE OF 139.24 FEET; THENCE N.04°38'16"E., A DISTANCE OF 82.92 FEET; THENCE N.88°03'57"E., A DISTANCE OF 87.67 FEET; THENCE N.03°15'43"E., A DISTANCE OF 772.89 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF
132.00 FEET, A CHORD WHICH BEARS N.07°37'09"E. 20.06 FEET, AND A CENTRAL ANGLE OF
08°42'52"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 20.08 FEET; THENCE N.11°58'58"E., A DISTANCE OF 587.10 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 747.00 FEET, A CHORD WHICH BEARS N.02°22'46"E. 249.24 FEET, AND A CENTRAL ANGLE OF 19°12'25"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 250.41 FEET; THENCE N.07°13'27"W., A DISTANCE OF 71.29 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD WHICH BEARS N.43°57'59"E. 77.92 FEET, AND A CENTRAL ANGLE OF 102°22'52"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 89.34 FEET; THENCE N.38°37'27"W., A DISTANCE OF 60.72 FEET; THENCE N.06°25'15"W., A DISTANCE OF 81.20 FEET; THENCE N.20°29'27"E., A DISTANCE OF
69.87 FEET; THENCE N.41°23'56"E., A DISTANCE OF 66.92 FEET; THENCE N.50°43'14"E., A
DISTANCE OF 76.86 FEET; THENCE N.54°15'05"E., A DISTANCE OF 67.66 FEET; THENCE N.76°53'55"E., A DISTANCE OF 60.07 FEET; THENCE S.80°13'08"E., A DISTANCE OF 64.11 FEET; THENCE S.73°38'18"E., A DISTANCE OF 77.12 FEET; THENCE S.71°01'47"E., A DISTANCE OF
66.80 FEET; THENCE S.82°59'27"E., A DISTANCE OF 74.57 FEET; THENCE S.87°23'42"E., A DISTANCE OF 81.33 FEET; THENCE N.84°21'28"E., A DISTANCE OF 145.16 FEET; THENCE N.81°13'46"E., A DISTANCE OF 82.22 FEET; THENCE S.89°56'14"E., A DISTANCE OF 81.25 FEET; THENCE S.87°08'50"E., A DISTANCE OF 74.11 FEET; THENCE S.85°02'34"E., A DISTANCE OF

A

126.84 FEET; THENCE S.70°34'12"E., A DISTANCE OF 103.34 FEET; THENCE S.31°58'03"E., A DISTANCE OF 52.40 FEET; THENCE N.59°20'36"E., A DISTANCE OF 175.01 FEET; THENCE N.89°23'2l"E., A DISTANCE OF 743.60 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 300.00 FEET, A CHORD WHICH BEARS S.51°33'26"E. 378.03 FEET, AND A CENTRAL ANGLE OF 78°06'25"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 408.97 FEET; THENCE S.12°30'14"E., A DISTANCE OF 155.57 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 1780.00 FEET, A CHORD WHICH BEARS S.18°16'26"E. 357.91 FEET, AND A CENTRAL ANGLE OF 11°32'25"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 358.52 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD WHICH BEARS S.20°13'17"W. 69.80 FEET, AND A CENTRAL ANGLE OF 88°31'51"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 77.26 FEET; THENCE S.64°29'12"W., A DISTANCE OF 86.85 FEET; THENCE S.44°17'49"E., A DISTANCE OF 3.36 FEET; THENCE S.20°13'08"E., A DISTANCE OF 17.33 FEET; THENCE S.11°24'12"E., A DISTANCE OF 16.18 FEET; THENCE S.05°32'45"E., A DISTANCE OF 21.68 FEET; . THENCE S.08°50'36"W., A DISTANCE OF 1P4.7a4geFE2E7T; THENCE S.22°08'57"W., A DISTANCE OF

14.88 FEET; THENCE S.14°07'27"W., A DISTANCE OF 18.95 FEET; THENCE S.17°55'03"W., A DISTANCE OF 17.11 FEET; THENCE S.16°32'57"W., A DISTANCE OF 15.97 FEET; THENCE S.06°09'39"W., A DISTANCE OF 14.90 FEET; THENCE S.15°10'09"W., A DISTANCE OF 25.41 FEET; THENCE S.28°02'03"W., A DISTANCE OF 30.15 FEET; THENCE S.33°42'53"W., A DISTANCE OF

17.39 FEET; THENCE S.36°49'25"W., A DISTANCE OF 12.65 FEET; THENCE S.39°41'32"W., A DISTANCE OF 10.87 FEET; THENCE S.47°36'28"W., A DISTANCE OF 8.10 FEET; THENCE S.53°28'35"W., A DISTANCE OF 9.54 FEET; THENCE S.55°33'39"W., A DISTANCE OF 12.38 FEET; THENCE S.54°18'37"W., A DISTANCE OF 18.20 FEET; THENCE S.56°23'55"W., A DISTANCE OF
11.07 FEET; THENCE S.63°29'55"W., A DISTANCE OF 12.98 FEET; THENCE S.73°33'46"W., A DISTANCE OF 6.83 FEET; THENCE S.87°27'10"W., A DISTANCE OF 11.31 FEET; THENCE N.81°17'17"W., A DISTANCE OF 12.12 FEET; THENCE N.77°13'46"W., A DISTANCE OF 12.35 FEET; THENCE N.74°31'40"W., A DISTANCE OF 14.35 FEET; THENCE N.72°49'30"W., A DISTANCE OF 11.50 FEET; THENCE N.76°56'05"W., A DISTANCE OF 14.52 FEET; THENCE N.87°12'2l"W., A DISTANCE OF 16.18 FEET; THENCE S.70°32'5l"W., A DISTANCE OF 81.75 FEET; THENCE S.62°24'17"W., A DISTANCE OF 61.07 FEET; THENCE S.44°43'33"W., A DISTANCE OF 71.91 FEET; THENCE S.44°53'41"W., A DISTANCE OF 8.58 FEET; THENCE S.51°19'38"W., A DISTANCE OF 10.32 FEET; THENCE S.52°06'53"W., A DISTANCE OF 5.93 FEET; THENCE S.13°56'59"E., A DISTANCE OF 25.08 FEET; THENCE S.49°28'04"E., A DISTANCE OF
70.91 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF
56.00 FEET, A CHORD WHICH BEARS S.67°33'1l"E. 34.77 FEET, AND A CENTRAL ANGLE OF
36°10'13"; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.35 FEET; THENCE S.85°38'18"E., A DISTANCE OF 166.50 FEET; THENCE S.78°00'59"E., A DISTANCE OF 118.44 FEET; THENCE S.60°42'47"E., A DISTANCE OF 23.02 FEET; THENCE S.45°21'29"E., A DISTANCE OF 15.64 FEET; THENCE S.34°43'30"E., A DISTANCE OF 31.53 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 56.00 FEET, A CHORD WHICH BEARS S.49°26'56"E. 57.45 FEET, AND A CENTRAL ANGLE OF 61°43'11"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
60.32 FEET; THENCE S.80°18'31"E., A DISTANCE OF 18.69 FEET; THENCE S.81°28'30"E., A DISTANCE OF 25.59 FEET; THENCE S.79°21'40"E., A DISTANCE OF 6.70 FEET; THENCE N.36°23'57"E., A DISTANCE OF 17.08 FEET; THENCE N.06°47'29"W., A DISTANCE OF 33.00 FEET; THENCE N.62°35'52"E., A DISTANCE OF 23.79 FEET; THENCE N.20°17'55"E., A DISTANCE OF
13.95 FEET; THENCE N.26°49'20"E., A DISTANCE OF 37.93 FEET; THENCE N.50°39'16"E., A DISTANCE OF 35.17 FEET; THENCE N.53°14'39"E., A DISTANCE OF 13.24 FEET; THENCE S.78°23'35"E., A DISTANCE OF 15.89 FEET; THENCE N.78°15'18"E., A DISTANCE OF 21.37 FEET; THENCE N.51°25'1l"E., A DISTANCE OF 7.00 FEET; THENCE N.22°11'17"E., A DISTANCE OF
25.51 FEET; THENCE N.57°28'44"W., A DISTANCE OF 30.70 FEET; THENCE N.18°25'12"E., A DISTANCE OF 15.89 FEET; THENCE N.33°59'59"E., A DISTANCE OF 21.08 FEET; THENCE S.87°49'13"E., A DISTANCE OF 28.30 FEET; THENCE S.74°03'58"E., A DISTANCE OF 33.30 FEET; THENCE S.53°04'33"E., A DISTANCE OF 116.76 FEET; THENCE S.77°34'30"E., A DISTANCE OF
45.16 FEET; THENCE S.00°39'11"W., A DISTANCE OF 103.97 FEET; THENCE S.03°41'07"E., A DISTANCE OF 76.45 FEET; THENCE S.33°41'30"W., A DISTANCE OF 29.85 FEET; THENCE
S. l 8°25'27"W., A DISTANCE OF 32.68 FEET; THENCE S.30°43'29"W., A DISTANCE OF 13.31 FEET; THENCE S.47°11'30"E., A DISTANCE OF 2.52 FEET; THENCE S.44°44'38"E., A DISTANCE OF

C:

21.73 FEET; THENCE S.70°15'30"E., A DISTANCE OF 59.55 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD WHICH BEARS S.38°56'19"E. 51.98 FEET, AND A CENTRAL ANGLE OF 62°38'21"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DIPSaTAgeNC2E8 OF 54.66 FEET; THENCE S.07°37'09"E., A

DISTANCE OF 350.03 FEET; THENCE S.00°02'49"E., A DISTANCE OF 97.01 FEET; THENCE S.85°02'25"E., A DISTANCE OF 156.67 FEET; THENCE S.01°44'12"W., A DISTANCE OF 28.80 FEET; THENCE S.32°45'57"E., A DISTANCE OF 95.55 FEET; THENCE N.89°16'24"E., A DISTANCE OF 143.19 FEET; THENCE N.00°02'49"W., A DISTANCE OF 225.24 FEET; THENCE N.11°17'22"W., A DISTANCE OF 51.51 FEET; THENCE S.89°57'29"E., A DISTANCE OF 126.73 FEET; THENCE N.59°01'5l"W., A DISTANCE OF 28.48 FEET; THENCE N.59°56'54"W., A DISTANCE OF 39.60 FEET; THENCE N.57°37'07"W., A DISTANCE OF 40.42 FEET; THENCE N.08°01'39"W., A DISTANCE OF 39.39 FEET; THENCE N.09°11'02"W., A DISTANCE OF 64.39 FEET; THENCE N.07°07'29"W., A DISTANCE OF 65.87 FEET; THENCE N.08°47'20"W., A DISTANCE OF 37.39 FEET; THENCE N.02°49'10"W., A DISTANCE OF 69.55 FEET; THENCE N.08°08'23"W., A DISTANCE OF 326.65 FEET; THENCE N.07°20'51"E., A DISTANCE OF 24.54 FEET; THENCE N.15°43'57"E., A DISTANCE OF 31.58 FEET; THENCE N.29°31'03"E., A DISTANCE OF 155.37 FEET; THENCE N.31°00'38"W., A DISTANCE OF 84.41 FEET; THENCE N.06°34'28"W., A DISTANCE OF 28.13 FEET; THENCE N.00°06'28"E., A DISTANCE OF 39.22 FEET; THENCE N.16°10'37"W., A DISTANCE OF 42.90 FEET; THENCE N.30°06'55"W., A DISTANCE OF 32.87 FEET; THENCE N.33°04'26"W., A DISTANCE OF 22.15 FEET; THENCE N.27°04'06"W., A DISTANCE OF 16.43 FEET; THENCE N.23°05'49"W., A DISTANCE OF 21.67 FEET; THENCE N.24�55'42"W., A DISTANCE OF 41.80 FEET; THENCE N.21°50'19"W., A DISTANCE OF 28.65 FEET; THENCE N.17°51'19"W., A DISTANCE OF 33.13 FEET; THENCE N.14°16'3l"W., A DISTANCE OF 22.95 FEET; THENCE N.13°13'26"W., A DISTANCE OF 65.06 FEET; THENCE N.04°08'29"E., A DISTANCE OF 12.01 FEET; THENCE N.l5°04'43"E., A DISTANCE OF 49.35 FEET; THENCE N.02°05'42"E., A DISTANCE OF 43.88 FEET; THENCE N.07°59'38"W., A DISTANCE OF
44.05 FEET; THENCE N.14°26'05"W., A DISTANCE OF 42.83 FEET; THENCE N.16°43'10"W., A
DISTANCE OF 75.79 FEET; THENCE N.21°59'28"W., A DISTANCE OF 228.97 FEET; THENCE N.16°17'19"W., A DISTANCE OF 51.30 FEET; THENCE N.21°42'19"W., A DISTANCE OF 45.09 FEET; THENCE N.20°20'57"W., A DISTANCE OF 22.39 FEET; THENCE N.15°08'55"W., A DISTANCE OF 17.84 FEET; THENCE N.20°57'05"W., A DISTANCE OF 27.42 FEET; THENCE N.26°36'49"W., A DISTANCE OF 20.65 FEET; THENCE N.27°22'24"W., A DISTANCE OF 24.38 FEET; THENCE N.20°58'03"W., A DISTANCE OF 19.07 FEET; THENCE N.12°25'00"W., A DISTANCE OF 52.63 FEET; THENCE N.18°37'33"W., A DISTANCE OF 51.06 FEET; THENCE N.18°04'04"W., A DISTANCE OF 38.53 FEET; THENCE N.06°52'08"W., A DISTANCE OF 27.52 FEET; THENCE N.04°33'16"W., A DISTANCE OF 46.16 FEET; THENCE N.16°11'08"W., A DISTANCE OF 44.26 FEET; THENCE N.34°24'27"W., A DISTANCE OF 42.67 FEET; THENCE N.40°09'45"W., A DISTANCE OF 35.22 FEET; THENCE N.40°01'42"W., A DISTANCE OF 31.79 FEET; THENCE N.39°47'31"W., A DISTANCE OF 23.05 FEET; THENCE N.40°58'10"W., A DISTANCE OF 136.66 FEET; THENCE N.07°11'03"W., A DISTANCE OF 31.42 FEET; THENCE N.04°54'54"E., A DISTANCE OF 31.26 FEET; THENCE N.31°l l'45"E., A DISTANCE OF 50.33 FEET; THENCE N.34°14'53"E., A DISTANCE OF 61.74 FEET; THENCE N.42°44'1l"E., A DISTANCE OF
83.05 FEET; THENCE N.61°34'40"E., A DISTANCE OF 61.30 FEET; THENCE N.62°48'42"E., A
DISTANCE OF 86.02 FEET; THENCE N.45°54'32"E., A DISTANCE OF 45.76 FEET; THENCE N.29°49'43 "E., A DISTANCE OF 48.51 FEET; THENCE N.25°30'04"E., A DISTANCE OF 72.06 FEET; THENCE N.19°29'13"E., A DISTANCE OF 93.40 FEET; THENCE N.20°39'16"E., A DISTANCE OF

C.

59.71 FEET; THENCE N.15°48'00"E., A DISTANCE OF 68.61 FEET; THENCE N.07°05'40"E., A DISTANCE OF 94.79 FEET; THENCE N.14°27'48"E., A DISTANCE OF 76.73 FEET; THENCE N.41°l3'24"E., A DISTANCE OF 130.21 FEET; THENCE N.45°22'02"E., A DISTANCE OF 145.44 FEET; THENCE N.45°02'07"E., A DISTANCE OF 77.05 FEET; THENCE N.52°58'16"E., A DISTANCE OF 111.78 FEET; THENCE N.58°29'42"E., A DPISaTgAeN2C9E OF 105.05 FEET; THENCE N.48°17'04"E., A

DISTANCE OF 150.91 FEET; THENCE N.31°51'47"E., A DISTANCE OF 62.30 FEET; THENCE N.23°09'22"E., A DISTANCE OF 64.87 FEET; THENCE N.07°36'36"E., A DISTANCE OF 49.57 FEET; THENCE N.13°40'15"W., A DISTANCE OF 54.92 FEET; THENCE N.20°47'17"W., A DISTANCE OF
53.81 FEET; THENCE N.23°01'56"W., A DISTANCE OF 95.21 FEET; THENCE N.28°41'25"W., A DISTANCE OF 114.55 FEET; THENCE N.43°36'00"W., A DISTANCE OF 60.71 FEET; THENCE CONTINUE NORTHWESTERLY ALONG SAID LINE, A DISTANCE OF 60.70 FEET; THENCE N.49°16'23"W., A DISTANCE OF 55.59 FEET; THENCE N.58°33'02"W., A DISTANCE OF 54.33 FEET; THENCE N.65°06'11"W., A DISTANCE OF 26.87 FEET; THENCE CONTINUE NORTHWESTERLY ALONG SAID LINE, A DISTANCE OF 26.87 FEET; THENCE N.69°41'10"W., A DISTANCE OF 24.45 FEET; THENCE CONTINUE WESTERLY ALONG SAID LINE, A DISTANCE OF 24.45 FEET; THENCE N.78°14'14"W., A DISTANCE OF 21.02 FEET; THENCE N.81°l9'4l"W., A DISTANCE OF 48.77 FEET; THENCE N.87°16'40"W., A DISTANCE OF 69.86 FEET; THENCE S.85°57'29"W., A DISTANCE OF 82.80 FEET; THENCE S.85°25'10"W., A DISTANCE OF 532.17 FEET; THENCE N.78°42'35"W., A DISTANCE OF 119.59 FEET; THENCE N.73°40'49"W., A DISTANCE OF 56.77 FEET; THENCE N.51°58'40"W., A DISTANCE OF 43.89 FEET; THENCE N.38°57'19"W., A DISTANCE OF 142.27 FEET; THENCE N.28°29'43"W., A DISTANCE OF 39.73 FEET; THENCE N.24°04'30"W., A DISTANCE OF 56.64 FEET; THENCE CONTINUE NORTHWESTERLY ALONG SAID LINE, A DISTANCE OF 32.54 FEET; TIIENCE N.29°18'20"W., A DISTANCE OF 44.85 FEET; THENCE N.38°34'27"W., A DISTANCE OF 34.65 FEET; THENCE N.45°18'23"W., A DISTANCE OF 23.13 FEET; THENCE N.50°36'54"W., A DISTANCE OF 22.44 FEET; THENCE N.55°20'24"W., A DISTANCE OF 18.12 FEET; THENCE N.60°42'13"W., A DISTANCE OF 27.91 FEET; THENCE N.65°50'38"W., A DISTANCE OF 16.21 FEET; THENCE N.71°l6'25"W., A DISTANCE OF 30.40 FEET; THENCE N.77°50'45"W., A DISTANCE OF 26.01 FEET; THENCE N.83°13'00"W., A DISTANCE OF 20.09 FEET; THENCE N.88°11'32"W., A DISTANCE OF 22.62 FEET; THENCE S.89°11'45"W., A DISTANCE OF 89.42 FEET; THENCE S.89°10'23"W., A DISTANCE OF 65.20 FEET; THENCE S.89°10'08"W., A DISTANCE OF 114.80 FEET; THENCE S.89°11'02"W., A DISTANCE OF 109.70 FEET; THENCE N.84°22'18"W., A DISTANCE OF 28.97 FEET; THENCE N.74°51'52"W., A DISTANCE OF 34.59 FEET; THENCE N.60°35'14"W., A DISTANCE OF 111.42 FEET; THENCE N.l1°11'18"W., A DISTANCE OF 30.61 FEET; THENCE N.l7°25'29"W., A DISTANCE OF 13.23 FEET; THENCE N.21°34'52"E., A DISTANCE OF 27.20 FEET; THENCE N.20°08'26"E., A DISTANCE OF 29.18 FEET; THENCE N.22°42'58"E., A DISTANCE OF 29.56 FEET; THENCE N.11°36'3 l "E., A DISTANCE OF 25.40 FEET; THENCE N.24°10'14"E., A DISTANCE OF 22.68 FEET; THENCE N.28°38'37"E., A DISTANCE OF
25.35 FEET; THENCE N.25°55'll"E., A DISTANCE OF 26.12 FEET; THENCE N.18°24'14"E., A DISTANCE OF 51.19 FEET; THENCE N.09°08'13"E., A DISTANCE OF 45.21 FEET; THENCE N.03°06'58"E.,ADISTANCE OF 39.17 FEET; THENCE N.04°51'46"W.,ADISTANCE OF 66.75 FEET; THENCE N.14°54'47"W., A DISTANCE OF 43.86 FEET; FEET TO THE INTERSECTION WITH THE NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 47 SOUTH RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.87°31'48"E., ALONG SAID NORTH LINE, A DISTANCE OF 2444.99 FEET TO THE NORTHEAST CORNER THEREOF; THENCE S.04°58'39"E., ALONG THE EAST LINE OF SAID NORTHEAST 1/4, A DISTANCE OF 2688.80 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S.04°58'06"E., ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 17, A DISTANCE OF 2688.81 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S.03°47'43"E., ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20, A DISTANCE OF 2684.40 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S.03°47'39"E., ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID

,.,

SECTION 20, A DISTANCE OF 2684.72 FPEaEgTe T3O0

THE SOUTHEAST CORNER THEREOF;

THENCE S.88°37'32"W., ALONG THE SOUTH LINE OF SAID SOUTHEAST 1/4 OF SECTION 20, A DISTANCE OF 2664.64 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE S.88°37'32"W., ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 20, A DISTANCE OF 2534.64 FEET; THENCE N.01°05'1l"W., A DISTANCE OF 396.54 FEET; THENCE S.88°54'49"W., A DISTANCE OF 30.00 FEET; THENCE N.0l005'11"W., A DISTANCE OF 2715.54 FEET; THENCE N.08°27'02"E., A DISTANCE OF 187.67 FEET; THENCE N.60°09'56"E., A DISTANCE OF 87.92 FEET; THENCE N.01°05'11"W., A DISTANCE OF 101.21 FEET; THENCE N.67°05'30"W., A DISTANCE OF 96.44 FEET TO THE POINT OF BEGINNING BEING AND LYING IN SECTIONS 17 AND 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA.

LESS AND EXCEPTING THEREFROM THE FOLLOWING:

PARCEL 1:

LEGAL DESCRIPTION (LOTS 30-61)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 444.97 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88°54'25" E., A DISTANCE OF 334.41 FEET TO THE POINT OF BEGINNING; THENCEN.01°18'29"W.,ADISTANCEOF 110.15 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 08°02'27", A RADIUS OF 833.22 FEET,ALONG CHORD THAT BEARS N.02°42'45"E., 116.84 FEET, AN ARC DISTANCE OF 116.93 FEET; THENCE N.06°47'12"E., A DISTANCE OF 165.81 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 14°54'05", A RADIUS OF 275.00 FEET, ALONG CHORD THAT BEARS N.00°39'50"W., 71.32 FEET, AN ARC DISTANCE OF 71.52 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 12°34'45", A RADIUS OF 856.00 FEET, A LONG CHORD THAT BEARS N.01°49'30"W., 187.56 FEET, AN ARC DISTANCE OF 187.93 FEET; THENCE N.04°27'52"E., A DISTANCE OF 185.70 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 11°03'13",ARADIUS OF 44.00 FEET,ALONG CHORD THAT BEARS N.01°03'45"W.,
8.48 FEET, AN ARC DISTANCE OF 8.49 FEET; THENCE N.06°35'21"W., A DISTANCE OF 98.40 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 22°34'48", A RADIUS OF
90.00 FEET, A LONG CHORD THAT BEARS N.l 7°52'45"W., 35.24 FEET, AN ARC DISTANCE OF

0

35.47 FEET; THENCE N.29°10'09"W., A DISTANCE OF 78.72 FEET; THENCE ALONG A CURVE TOTHERIGHTHAVINGADELTAOF 13°42'16",ARADIUS OF 910.00 FEET,ALONGCHORD THAT BEARS N.22°19'01"W., 217.14 FEET,AN ARC DISTANCE OF 217.66 FEET; THENCE N.02°12'28"W., A DISTANCE OF 73.54 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 09°05'08", A RADIUS OF 896.00 FEET, A LONG CHORD THAT BEARS N.06°20'251!W., 141.93 FEET, AN ARC DISTANCE OF 142.08 FEET; THENCE N.88°12'09"E., A DISTANCE OF 176.00 FEET; THENCE N.87°27'24"E., A DISTANCE OF 50.00 FEET; THENCE N.88°13'47"E., A DISTANCE OF 192.57 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 03°55'08", A RADIUS OF 980.00PFaEgEeT,3A1LONG CHORD THAT BEARS S.07°50'07"E.,

67.02 FEET, AN ARC DISTANCE OF 67.03 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 19°22'29", A RADIUS OF 475.00 FEET, ALONG CHORD THAT BEARS S.19°28'55"E., 159.86 FEET, AN ARC DISTANCE OF 160.62 FEET; THENCE S.29°10'09"E., A DISTANCE OF 78.72 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 22°34'48", A RADIUS OF 525.00 FEET, A LONG CHORD THAT BEARS S. l 7°52'45"E., 205.56 FEET, AN ARC DISTANCE OF 206.90 FEET; THENCE S.06°35'21"E., A DISTANCE OF 98.40 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 11°03'13", A RADIUS OF
479.00 FEET, A LONG CHORD THAT BEARS S.01°03'45"E., 92.27 FEET, AN ARC DISTANCE OF
92.41 FEET; THENCE S.04°27'52"W., A DISTANCE OF 185.70 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 12°34'45", A RADIUS OF 421.00 FEET, A LONG CHORD THAT BEARS S.01°49'30"E., 92.24 FEET, AN ARC DISTANCE OF 92.43 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 14°54'05", A RADIUS OF 710.00 FEET, A LONG CHORD THAT BEARS S.00°39'50"E., 184.14 FEET,AN ARC DISTANCE OF 184.66.FEET; THENCE S.06°47'12"W., A DISTANCE OF 241.07 FEET; THENCE S.88°41'3llfW., A DISTANCE OF 188.26 FEET; THENCE S.28°2l'00"W.,ADISTANCE OF 104.65 FEET; THENCE S.88°41'3l"W.,A DISTANCE OF 188.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.
PARCEL 2:

LEGAL DESCRIPTION (LOTS 75-78)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 2844.49 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUNN.88° 54' 25" E.,ADISTANCE OF 711.94 FEET TO THE POINT OF BEGINNING; THENCE N.13°19'30"E., A DISTANCE OF 20.00 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 57°35'26", A RADIUS OF 55.12 FEET, A LONG CHORD THAT BEARS N.74°31'47"E., 53.10 FEET,AN ARC DISTANCE OF 55.40 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 30°11'35", A RADIUS OF 504.97 FEET, A LONG CHORD THAT BEARS N.30°35'16"E., 263.03 FEET, AN ARC DISTANCE OF 266.10 FEET; THENCE S.74°30'28"E., A DISTANCE OF 224.00 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 30°20'47", A RADIUS OF 729.00 FEET, A LONG CHORD THAT BEARS S.30°39'56"W., 381.61 FEET, AN ARC DISTANCE OF 386.11 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 11°36'35", A RADIUS OF 275.00 FEET, A LONG CHORD THAT BEARS S.51°38'37"W., 55.63 FEET,AN ARC DISTANCE OF 55.72 FEET; THENCEN.45°48'56"W.,A DISTANCE OF 233.21 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.

PARCEL 3:

('\

Page 32

LEGAL DESCRIPTION (LOTS 169-177)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 808.96 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88°54'25" E., A DISTANCE OF 2,046.29 FEET TO THE POINT OF BEGINNING; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 03°30'02 SECONDS, A RADIUS OF 890.00 FEET, A LONG CHORD THAT BEARS N.14°05'19"W., A DISTANCE OF 54.37 FEET, AN ARC DISTANCE OF 54.37 FEET; THENCE N.15°50'20"W., A DISTANCE OF 82.50 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 10°16'55 SECONDS,ARADIUS OF 1110.00 FEET,ALONG CHORD THAT BEARS N.10°41'52"W., A DISTANCE OF 198.93 FEET, AN ARC DISTANCE OF 199.19 FEET; THENCE N.05°33'25"W., A DISTANCE OF 451.43 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 37°31'25 SECONDS, A RADIUS OF 5.00 FEET, A LONG CHORD THAT BEARS N.24°19'07"W., A DISTANCE OF 3.22 FEET, AN ARC DISTANCE OF 3.27 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 103°46'23 SECONDS, A RADIUS OF 140.00 FEET, A LONG CHORD THAT BEARS N.08°48'22"EAST, 220.30 FEET, AN ARC DISTANCE OF 253.57 FEET; THENCEN.60°41'34"E.,ADISTANCE OF 88.03 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 42°53'11 SECONDS, A RADIUS OF 10.00 FEET, A LONG CHORD THAT BEARS N.39°14'58"EAST, 7.31 FEET, AN ARC DISTANCE OF 7.49 FEET; THENCE N.l 7°48'23"E., A DISTANCE OF 82.86 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 38°23'59 SECONDS, A RADIUS OF 40.00 FEET, ALONG CHORD THAT BEARS N.37°00'22"EAST,
26.31 FEET, AN ARC DISTANCE OF 26.81 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 56°50'01 SECONDS, A RADIUS OF 93.62 FEET, A LONG CHORD THAT BEARS N.84°37'22"EAST, 89.10 FEET, AN ARC DISTANCE OF 92.86 FEET; THENCE S.67°15'11"E., A DISTANCE OF 100.08 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 69°23'37 SECONDS, A RADIUS OF 120.00 FEET, A LONG CHORD THAT BEARS S.32°33'22"EAST, 136.62 FEET, AN ARC DISTANCE OF 145.34 FEET; THENCE S.02°08'26"W.,ADISTANCE OF 219.14 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 15°33'46 SECONDS,ARADIUS OF 264.00 FEET,ALONG CHORD THAT
BEARS S.09°55'19"W., A DISTANCE OF 71.49 FEET, AN ARC DISTANCE OF 71.71 FEET; THENCE S.17°42'12"W.,ADISTANCE OF 42.40 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 23015'37 SECONDS, A RADIUS OF 136.00 FEET, A LONG CHORD THAT BEARS S.06°04'24"W.,ADISTANCE OF 54.83 FEET,AN ARC DISTANCE OF 55.21 FEET; THENCE S.05°33'25"E.,ADISTANCE OF 261.15 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 15°40'39 SECONDS, A RADIUS OF 260.00 FEET, A LONG CHORD THAT BEARS S.13°23'44"EAST, 70.92 FEET,AN ARC DISTANCE OF 71.14 FEET; THENCE S.21°14'04"E., A DISTANCE OF 250.76 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 13°17'58 SECONDS,ARADIUS OF 70.00 FEET,ALONG CHORD THAT BEARS S.14°35'05"EAST,
16.21 FEET, AN ARC DISTANCE OF 16.25 FEET; THENCE S.84°26'35"W., A DISTANCE OF 392.36 FEET TO THE POINT OF BEGINNING HEREIN DESCRIBED.
Page 33

PARCEL 4:

LEGAL DESCRIPTION (148-157, 197-220, 267-271)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 949.68 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88°54'25" E., A DISTANCE OF 2,993.92 FEET TO THE POINT OF BEGINNING; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 13°16'26", A RADIUS OF 1249.00 FEET, A LONG CHORD THAT BEARS N.75°32'00"E., 288.71 FEET, AN ARC DISTANCE OF 289.36 FEET; THENCE N.82°10'13"E., A DISTANCE OF 176.90 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 11°20'55", A RADIUS OF 769.00 FEET, A LONG CHORD THAT BEARS N.76°29'45"E., 152.07 FEET, AN ARC DISTANCE OF 152.32 FEET; THENCE N.70°49'18"E., A DISTANCE OF 101.19 FEET; THENCE ALONG A CURVE TO THE LEFT HAVINGADELTAOF 83°28'13",ARADIUS OF 10.00FEET,ALONGCHORDTHATBEARS N.29°05'12"E., 13.31 FEET, AN ARC DISTANCE OF 14.57 FEET; THENCE N.12°38'55"W., A DISTANCE OF 479.87 FEET; T.HENCEALONG A CURVE TO THE RIGHT HAVING A DELTA OF 21°06'11",ARADIUS OF 566.00 FEET, ALONG CHORD THAT BEARS N.02°05'49"W., 207.29 FEET, AN ARC DISTANCE OF 208.47 FEET; THENCE N.08°27'17"E., A DISTANCE OF 297.07 FEET; THENCEALONGACURVE TOTHELEFTHAVINGADELTAOF 14°38'13",ARADIUS OF
71.00 FEET, A LONG CHORD THAT BEARS N.01°08'10"E., 18.09 FEET, AN ARC DISTANCE OF
18.14FEET; THENCEN.06°10'56"W.,ADISTANCEOF 117.83 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 27°59'39",ARADIUS OF 547.00 FEET,ALONG CHORD THAT BEARS N.07°48'53 "E., 264.61 FEET, AN ARC DISTANCE OF 267.26 FEET; THENCE N.21°48'42"E., A DISTANCE OF 74.89 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 12°41'19",ARADIUS OF 919.00 FEET,ALONG CHORD THAT BEARS N.15°28'03"E.,
203.11 FEET, AN ARC DISTANCE OF 203.52 FEET; THENCE N.09°07'23 "E., A DISTANCE OF

1 1

299.42 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 31°37'42", A RADIUS OF 260.00 FEET, A LONG CHORD THAT BEARS N.06°4 l'28"W., 141.71 FEET, AN ARC DISTANCE OF 143.53 FEET; THENCE N.22°30'19"W.,ADISTANCE OF 222.93 FEET; THENCE N.67°29'41"E., A DISTANCE OF 194.50 FEET; THENCE S.42°29'58"E., A DISTANCE OF 146.23 FEET; THENCEN.67°29'4l"E.,ADISTANCE OF 185.17 FEET; THENCE S.09°26'35"W.,A DISTANCE OF 288.66 FEET; THENCE S.05°58'52"E.,ADISTANCE OF 79.71 FEET; THENCE S.18°05'2l"E.,ADISTANCE OF 59.11 FEET; THENCE S.05°17'30"W.,ADISTANCE OF 105.09 FEET; THENCE S.05°46'37"E., A DISTANCE OF 54.90 FEET; THENCE ALONG A CURVE TO THE LEFT HAYING A DELTA OF 79°52'02", A RADIUS OF 148.38 FEET, A LONG CHORD THAT BEARS S.47°34'45"E., 190.49 FEET, AN ARC DISTANCE OF 206.83 FEET; THENCE S.18°43'05"E., A DISTANCE OF99.04 FEET; THENCE S.44°17'18"W.,ADISTANCE OF 192.05 FEET; THENCE S.30°36'14"W., A DISTANCE OF 381.86 FEET; THENCE S.22°40'45"W., A DISTANCE OF 52.42 FEET; THENCE S.12°52'47"W.,ADISTANCE OF 86.71 FEET; THENCE S.08°30'16"W.,A DISTANCE OF 286.73 FEET; THENCE S.01°50'26"W., A DISTANCE OF 46.18 FEET; THENCE S.14°16'00"E., A DISTANCE OF 159.26 FEET;PTaHgEeNC3E4 S.30°21'27"E., A DISTANCE OF 93.30 FEET;

THENCE S.10°41'51"E., A DISTANCE OF 149.56 FEET; THENCE S.06°52'38"E., A DISTANCE OF
105.31 FEET; THENCE S.10°51'58"E., A DISTANCE OF 70.67 FEET; THENCE S.03°48'29"E., A DISTANCE OF 45.17 FEET; THENCE S.05°27'04"W., A DISTANCE OF 230.24 FEET; THENCE N.53°40'43"W., A DISTANCE OF 166.42 fEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 24°00'35", A RADIUS OF 175.00 FEET, A LONG CHORD THAT BEARS S.58°49'00"W., 72.80 FEET, AN ARC DISTANCE OF 73.33 FEET; THENCE S.70°49'18"W., A DISTANCE OF 136.55 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 11°20'55", A RADIUS OF 968.00 FEET, A LONG CHORD THAT BEARS S.76°29'45"W., 191.42 FEET, AN ARC DISTANCE OF 191.73 FEET; THENCE S.82°10'13"W.,ADISTANCE OF 176.90 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 13°16'26", A RADIUS OF 1050.00 FEET, A LONG CHORD THAT BEARS S.75°32'00"W., 242.71 FEET, AN ARC DISTANCE OF 243.26 FEET; THENCE N.21°06'13"W.,ADISTANCE OF 199.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.

,,..,

Page 35

Exhibit A

Property Description
PARCEL 1:

LEGAL DESCRIPTION (LOTS 30-61)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 444.97 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88°54'25" E., A DISTANCE OF 334.41 FEET TO THE POINT OF BEGINNING; THENCE N.0l018'29"W.,ADISTANCE OF 110.15 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 08°02'27", A RADIUS OF 833.22 FEET, A LONG CHORD THAT BEARS N.02°42'45"E., 116.84 FEET, AN ARC DISTANCE OF 116.93 FEET; THENCE N.06°47'12"E., A DISTANCE OF 165.81 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 14°54'05", A RADIUS OF 275.00 FEET, A LONG CHORD THAT BEARS N.00°39'50"W., 71.32 FEET, AN ARC DISTANCE OF 71.52 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 12°34'45", A RADIUS OF 856.00 FEET, A LONG CHORD THAT BEARS N.01°49'30"W., 187.56 FEET, AN ARC DISTANCE OF 187.93 FEET; THENCE N.04°27'52"E., A DISTANCE OF 185.70 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 11°03'13", A RADIUS OF 44.00 FEET, A LONG CHORD THAT BEARS N.01°03'45"W.,
8.48 FEET, AN ARC DISTANCE OF 8.49 FEET; THENCE N.06°35'21 "W., A DISTANCE OF 98.40
FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 22°34'48", A RADIUS OF
90.00 FEET, A LONG CHORD THAT BEARS N. l 7°52'45"W., 35.24 FEET, AN ARC DISTANCE OF
35.47 FEET; THENCE N.29°10'09"W., A DISTANCE OF 78.72 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 13°42'16", A RADIUS OF 910.00 FEET, A LONG CHORD THAT BEARS N.22°19'01"W., 217.14 FEET,AN ARC DISTANCE OF 217.66 FEET; THENCE N.02°12'28"W., A DISTANCE OF 73.54 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 09°05'08", A RADIUS OF 896.00 FEET, A LONG CHORD THAT BEARS N.06°20'25"W., 141.93 FEET, AN ARC DISTANCE OF 142.08 FEET; THENCE N.88°12'09"E., A DISTANCE OF 176.00 FEET; THENCE N.87°27'24"E., A DISTANCE OF 50.00 FEET; THENCE N.88°13'47"E.,ADISTANCE OF 192.57 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 03°55'08", A RADIUS OF 980.00 FEET, A LONG CHORD THAT BEARS S.07°50'07"E.,
67.02 FEET, AN ARC DISTANCE OF 67.03 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 19°22'29", A RADIUS OF 475.00 FEET, A LONG CHORD THAT BEARS S.19°28'55"E., 159.86 FEET, AN ARC DISTANCE OF 160.62 FEET; THENCE S.29°10'09"E., A DISTANCE OF 78.72 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 22°34'48", A RADIUS OF 525.00 FEET, A LONG CHORD THAT BEARS S. l 7°52'45"E., 205.56 FEET, AN ARC DISTANCE OF 206.90 FEET; THENCE S.06°35'21 "E., A DISTANCE OF 98.40 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 11°03'13", A RADIUS OF
479.00 FEET, A LONG CHORD THAT BEARS S.01°03'45"E., 92.27 FEET, AN ARC DISTANCE OF
92.41 FEET; THENCE S.04°27'52"W., A DISTANCE OF 185.70 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 12°34'45", A RADIUS OF 421.00 FEET, A LONG CHORD THAT BEARS S.01°49'30"E., 92.24 FEET, AN ARC DISTANCE OF 92.43 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 14°54'05", A RADIUS OF 710.00 FEET, A LONG CHORD THAT BEARS S.00°39'50"E., 184.14 FEET, AN ARC DISTANCE OF 184.66 FEET; THENCE S.06°47'12"W., A DISTANCE OF 241.07 FEET; THENCE S.88°41'3 l "W., A DISTANCE OF 188.26 FEET; THENCE S.28°21'00"W., A DISTANCE OF 104.65 FEET; THENCE S.88°41 '3 l "W., A

3

DISTANCE OF 188.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.

PARCEL 2:

LEGAL DESCRIPTION (LOTS 75-78)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 2844.49 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88° 54' 25" E., A DISTANCE OF 711.94 FEET TO THE POINT OF BEGINNING; THENCE N.13°19'30"E., A DISTANCE OF 20.00 FEET; THENCE ALONG A CURVE TO THE LEFT HAYING A DELTA OF 57°35'26", A RADIUS OF 55.12 FEET, A LONG CHORD THAT BEARS N.74°3 l '47"E., 53.10 FEET, AN ARC DISTANCE OF 55.40 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 30°11'35", A RADIUS OF 504.97 FEET, A LONG CHORD THAT BEARS N.30°35'16"E., 263.03 FEET, AN ARC DISTANCE OF 266.10 FEET; THENCE S.74°30'28"E., A DISTANCE OF 224.00 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 30°20'47", A RADIUS OF 729.00 FEET, A LONG CHORD THAT BEARS S.30°39'56"W., 381.61 FEET, AN ARC DISTANCE OF 386.11 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 11°36'35", A RADIUS OF 275.00 FEET, A LONG CHORD THAT BEARS S.51°38'37"W., 55.63 FEET, AN ARC DISTANCE OF 55.72 FEET; THENCE N.45°48'56"W., A DISTANCE OF 233.21 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.

PARCEL 3:

LEGAL DESCRIPTION (LOTS 169-177)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 808.96 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88°54'25" E., A DISTANCE OF 2,046.29 FEET TO THE POINT OF BEGINNING; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 03°30'02 SECONDS, A RADIUS OF 890.00 FEET, A LONG CHORD THAT BEARS N.14°05'19"W., A DISTANCE OF 54.37 FEET, AN ARC DISTANCE OF 54.37 FEET; THENCE N. l 5°50'20"W., A DISTANCE OF 82.50 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 10°16'55 SECONDS, A RADIUS OF 1110.00 FEET, ALONG CI-IORD THAT BEARS N.10°4l '52"W., A DISTANCE OF 198.93 FEET, AN ARC DISTANCE OF 199.19 FEET; THENCE N.05°33'25"W., A DISTANCE OF 451.43 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 37°31'25 SECONDS, A RADIUS OF 5.00 FEET, A LONG CHORD THAT BEARS N.24°19'07"W., A DISTANCE OF 3.22 FEET, AN ARC DISTANCE OF 3.27 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 103°46'23 SECONDS, A RADIUS OF 140.00 FEET, A LONG CHORD THAT BEARS N.08°48'22"EAST, 220.30 FEET, AN ARC DISTANCE OF 253.57 FEET;
4

THENCE N.60°4 l '34"E., A DISTANCE OF 88.03 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 42°53'1 l SECONDS, A RADIUS OF 10.00 FEET, A LONG CHORD THAT BEARS N.39°14'58"EAST, 7.31 FEET, AN ARC DISTANCE OF 7.49 FEET; THENCE N.17°48'23"E., A DISTANCE OF 82.86 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 38°23'59 SECONDS, A RADIUS OF 40.00 FEET, A LONG CHORD THAT BEARS N.37°00'22"EAST,
26.31 FEET, AN ARC DISTANCE OF 26.81 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 56°50'01 SECONDS, A RADIUS OF 93.62 FEET, A LONG CHORD THAT BEARS N.84°37'22"EAST, 89.10 FEET, AN ARC DISTANCE OF 92.86 FEET; THENCE S.67°15'll"E., A DISTANCE OF 100.08 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 69°23'37 SECONDS, A RADIUS OF 120.00 FEET, A LONG CHORD THAT BEARS S.32°33'22"EAST, 136.62 FEET, AN ARC DISTANCE OF 145.34 FEET; THENCE S.02°08'26"W., A DISTANCE OF 219.14 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 15°33'46 SECONDS, A RADIUS OF 264.00 FEET, A LONG CHORD THAT BEARS S.09°55'19"W., A DISTANCE OF 71.49 FEET, AN ARC DISTANCE OF 71.71 FEET; THENCE
S. l 7°42'12"W., A DISTANCE OF 42.40 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 23°15'37 SECONDS, A RADIUS OF 136.00 FEET, A LONG CHORD THAT BEARS S.06°04'24"W., A DISTANCE OF 54.83 FEET, AN ARC DISTANCE OF 55.21 FEET; THENCE S.05°33'25"E., A DISTANCE OF 261.15 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 15°40'39 SECONDS, A RADIUS OF 260.00 FEET, A LONG CHORD THAT BEARS
S. l3°23'44"EAST, 70.92 FEET, AN ARC DISTANCE OF 71.14 FEET; THENCE S.21°l4'04"E., A DISTANCE OF 250.76 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 13°17'58 SECONDS, A RADIUS OF 70.00 FEET, A LONG CHORD THAT BEARS S.14°35'05"EAST,
16.21 FEET, AN ARC DISTANCE OF 16.25 FEET; THENCE S.84°26'35"W., A DISTANCE OF 392.36 FEET TO THE POINT OF BEGINNING HEREIN DESCRIBED.
PARCEL 4:

LEGAL DESCRIPTION (148-157, 197-220, 267-271)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 949.68 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88°54'25" E., A DISTANCE OF 2,993.92 FEET TO THE POINT OF BEGINNING; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 13°16'26",A RADIUS OF 1249.00 FEET, A LONG CHORD THAT BEARS N.75°32'00"E., 288.71 FEET, AN ARC DISTANCE OF 289.36 FEET; THENCE N.82°10'13"E., A DISTANCE OF 176.90 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 11°20'55", A RADIUS OF 769.00 FEET, A LONG CHORD THAT BEARS N.76°29'45"E., 152.07 FEET, AN ARC DISTANCE OF 152.32 FEET; THENCE N.70°49'18"E.,ADISTANCE OF 101.19 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 83°28'13", A RADIUS OF 10.00 FEET,ALONG CHORD THAT BEARS N.29°05'12"E., 13.31 FEET, AN ARC DISTANCE OF 14.57 FEET; THENCE N. l2°38'55"W., A DISTANCE OF 479.87 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 21°06'1 l ", A RADIUS OF 566.00 FEET, A LONG CHORD THAT BEARS N.02°05'49"W., 207.29 FEET, AN ARC DISTANCE OF 208.47 FEET; THENCE N.08°27' 17"E., A DISTANCE OF 297.07 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 14°38'13", A RADIUS OF
71.00 FEET, A LONG CHORD THAT BEARS N.01°08'10"E., 18.09 FEET, AN ARC DISTANCE OF
18.14 FEET; THENCE N.06°10'56"W., A DISTANCE OF 117.83 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 27°59'39", A RADIUS OF 547.00 FEET, A LONG CHORD THAT BEARS N.07°48'53"E., 264.61 FEET, AN ARC DISTANCE OF 267.26 FEET; THENCE
5

N.21°48'42"E., A DISTANCE OF 74.89 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 12°41'19", A RADIUS OF 919.00 FEET, ALONG CHORD THAT BEARS N.15°28'03"E.,
203.11 FEET, AN ARC DISTANCE OF 203.52 FEET; THENCE N.09°07'23 "E., A DISTANCE OF
299.42 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 31°37'42", A RADIUS OF 260.00 FEET, A LONG CHORD THAT BEARS N.06°41'28"W., 141.71 FEET, AN ARC DISTANCE OF 143.53 FEET; THENCE N.22°30'19"W., A DISTANCE OF 222.93 FEET; THENCE N.67°29'41 "E., A DISTANCE OF 194.50 FEET; THENCE S.42°29'58"E., A DISTANCE OF 146.23 FEET; THENCE N.67°29'4 l "E., A DISTANCE OF 185.17 FEET; THENCE S.09°26'35"W., A DISTANCE OF 288.66 FEET; THENCE S.05°58'52"E., A DISTANCE OF 79.71 FEET; THENCE S.18°05'21 "E., A DISTANCE OF 59.11 FEET; THENCE S.05°17'30"W., A DISTANCE OF 105.09 FEET; THENCE S.05°46'37"E., A DISTANCE OF 54.90 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 79°52'02", A RADIUS OF 148.38 FEET, A LONG CHORD THAT BEARS S.47°34'45"E., 190.49 FEET, AN ARC DISTANCE OF 206.83 FEET; THENCE S. l 8°43'05"E., A DISTANCE OF 99.04 FEET; THENCE S.44°17'18"W., A DISTANCE OF 192.05 FEET; THENCE S.30°36'14"W., A DISTANCE OF 381.86 FEET; THENCE S.22°40'45"W., A DISTANCE OF 52.42 FEET; THENCE S.12°52'47"W., A DISTANCE OF 86.71 FEET; THENCE S.08°30'16"W., A DISTANCE OF 286.73 FEET; THENCE S.01°50'26"W., A DISTANCE OF 46.18 FEET; THENCE S.14°16'00"E., A DISTANCE OF 159.26 FEET; THENCE S.30°21'27"E., A DISTANCE OF 93.30 FEET; THENCE S.10°41'51 "E., A DISTANCE OF 149.56 FEET; THENCE S.06°52'38"E., A DISTANCE OF
105.31 FEET; THENCE S.10°51'58"E., A DISTANCE OF 70.67 FEET; THENCE S.03°48'29"E., A
DISTANCE OF 45.17 FEET; THENCE S.05°27'04"W., A DISTANCE OF 230.24 FEET; THENCE N.53°40'43"W., A DISTANCE OF 166.42 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 24°00'35", A RADIUS OF 175.00 FEET, ALONG CHORD THAT BEARS S.58°49'00"W., 72.80 FEET, AN ARC DISTANCE OF 73.33 FEET; THENCE S.70°49'18"W., A DISTANCE OF 136.55 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF
11°20'55", A RADIUS OF 968.00 FEET, A LONG CHORD THAT BEARS S.76°29'45"W., 191.42 FEET, AN ARC DISTANCE OF 191.73 FEET; THENCE S.82°10'13"W., A DISTANCE OF 176.90 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 13°16'26",A RADIUS OF 1050.00 FEET, A LONG CHORD THAT BEARS S.75°32'00"W., 242.71 FEET, AN ARC DISTANCE OF 243.26 FEET; THENCE N.21°06'13"W., A DISTANCE OF 199.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.

6

RESOLUTION 2025-40
SUPPLEMENTAL ASSESSMENT RESOLUTION SERIES 2025 (PHASE 1 2025 PROJECT AREA)

A RESOLUTION MAKING CERTAIN FINDINGS; APPROVING THE ENGINEER’S REPORT AND SUPPLEMENTAL ASSESSMENT REPORT; SETTING FORTH THE TERMS OF THE SERIES 2025 BONDS; CONFIRMING THE MAXIMUM ASSESSMENT LIEN SECURING THE SERIES 2025 BONDS; LEVYING AND ALLOCATING ASSESSMENTS SECURING SERIES 2025 BONDS; ADDRESSING COLLECTION OF THE SAME; PROVIDING FOR THE APPLICATION OF TRUE-UP PAYMENTS; PROVIDING FOR A SUPPLEMENT TO THE IMPROVEMENT LIEN BOOK; PROVIDING FOR THE RECORDING OF A NOTICE OF SPECIAL ASSESSMENTS; AND PROVIDING FOR CONFLICTS, SEVERABILITY, AND AN EFFECTIVE DATE.

WHEREAS, the Vivid Shores Community Development District (“District”) has previously indicated its intention to undertake, install, establish, construct, or acquire certain public infrastructure improvements and to finance such public infrastructure improvements through the imposition of special assessments on benefitted property within the District and the issuance of bonds; and

WHEREAS, the District’s Board of Supervisors (“Board”) has previously adopted, after notice and public hearing, Resolution 2025-39, relating to the imposition, levy, collection, and enforcement of such special assessments; and

WHEREAS, pursuant to and consistent with the terms of Resolution 2025-39, this Resolution shall set forth the terms of bonds to be actually issued by the District and apply the adopted special assessment methodology to the actual scope of the project to be completed with such series of bonds and the terms of the bond issue; and
WHEREAS, on December 9, 2025, the District entered into a Bond Purchase Agreement whereby it agreed to sell its $16,765,000 Vivid Shores Community Development District Special Assessment Bonds, Series 2025 (2025 Project Area) (the “Series 2025 Bonds”); and
WHEREAS, pursuant to and consistent with Resolution 2025-39, the District desires to set forth the particular terms of the sale of the Series 2025 Bonds and confirm the levy of special assessments securing the Series 2025 Bonds (the “Series 2025 Assessments”).

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT AS FOLLOWS:

SECTION 1.  AUTHORITY FOR THIS RESOLUTION. This Resolution is adopted pursuant to the provisions of Florida law, including without limitation Chapters 170, 190, and 197, Florida Statutes, and Resolution 2025-39.
SECTION 2.	MAKING CERTAIN FINDINGS; APPROVING THE ENGINEER’S REPORT AND
SUPPLEMENTAL ASSESSMENT REPORT. The Board of Supervisors of the Vivid Shores Community Development District hereby finds and determines as follows:

On December 11, 2025, the District, after due notice and public hearing, adopted Resolution 2025-39, which, among other things, equalized, approved, confirmed, and levied special assessments on property benefitting from the infrastructure improvements authorized by the District. That Resolution provided that as each series of bonds were issued to fund all or any portion of the District’s infrastructure improvements, a supplemental resolution would be adopted to set forth the specific terms of the bonds and to certify the amount of the lien of the special assessments securing any portion of the bonds, including interest, costs of issuance, the number of payments due, the true-up amounts, and the application of receipt of true-up proceeds.
The Vivid Shores Community Development District, Phase 1 Engineer’s Report, dated September 2025, prepared by the District Engineer, Atwell, LLC, and attached to this Resolution as Exhibit A (the “Engineer’s Report”), identifies and describes the capital improvement plan (the “Phase 1 Project”). The District presently intends to undertake the planning, design, acquisition, construction, and installation of infrastructure improvements for 2025 Project Area of the Master Project (the “Series 2025 Project“) as identified and described in the Engineer’s Report, and finance such Series 2025 Project in part with its Series 2025 Bonds. The Engineer’s Report sets forth the costs of the Series 2025 Project as $47,351,084. The District hereby confirms that the Series 2025 Project serves a proper, essential, and valid public purpose. The use of the Engineer’s Report in connection with the sale of the Series 2025 Bonds is hereby ratified.

The Final First Supplemental Special Assessment Methodology Report, dated December 9, 2025, attached to this Resolution as Exhibit B (the “Supplemental Assessment Report”), applies the adopted Master Special Assessment Methodology Report, dated September 18, 2025, and approved by Resolution 2025-39 on December 11, 2025 (the “Master Assessment Report”), to the Series 2025 Project and the actual terms of the Series 2025 Bonds. The Supplemental Assessment Report is hereby approved, adopted, and confirmed. The District ratifies its use in connection with the sale of the Series 2025 Bonds.

Subject to the terms of Exhibit A and Exhibit B, the Series 2025 Project specially benefits certain developable acreage in the District (“2025 Assessment Area”), as set forth in the Supplemental Assessment Report. It is reasonable, proper, just, and right to assess the portion of the costs of the Series 2025 Project financed with the Series 2025 Bonds to the specially benefitted properties within the District as set forth in Resolution 2025-39 and this Resolution.

SECTION 3.	SETTING FORTH THE TERMS OF THE SERIES 2025 BONDS; CONFIRMING THE MAXIMUM ASSESSMENT LIEN SECURING THE SERIES 2025 BONDS. As provided in
Resolution 2025-39, this Resolution is intended to set forth the terms of the Series 2025 Bonds and the final amount of the lien of the Series 2025 Assessments securing those bonds. The Series 2025 Bonds, in an aggregate par amount of $16,765,000, shall bear such rates of interest and mature on such dates as shown on Exhibit C attached hereto. The sources and uses of funds of the Series 2025 Bonds shall be as set forth in Exhibit D. The debt service due on the Series 2025 Bonds is set forth on Exhibit E attached hereto. The lien of the Series 2025 Assessments securing the Series 2025 Bonds on those certain developable land within the District, as such land is described in Exhibit B, shall be the principal amount due on the Series 2025 Bonds, together with accrued but unpaid interest thereon, and together with the amount by which the annual assessments shall be grossed up to include early payment discounts required by law and costs of collection.

SECTION 4.	LEVYING AND ALLOCATING THE SERIES 2025 ASSESSMENTS SECURING THE SERIES 2025 BONDS; ADDRESSING COLLECTION OF THE SAME.
The Series 2025 Assessments securing the Series 2025 Bonds shall be levied and allocated in accordance with Exhibit B. The Supplemental Assessment Report is consistent with the District’s Master Assessment Report. The Supplemental Assessment Report, considered herein, reflects the actual terms of the issuance of the Series 2025 Bonds. The estimated costs of collection of the Series 2025 Assessments for the Series 2025 Bonds are as set forth in the Supplemental Assessment Report.

The lien of the Series 2025 Assessments securing the Series 2025 Bonds includes certain developable acreage within the District, as further provided in the Series 2025 Assessment Roll included in the Supplemental Assessment Report, and as such land is ultimately defined and set forth in site plans or other designations of developable acreage. To the extent that land is added to the District and made subject to the master assessment lien described in the Master Assessment Report, the District may, by supplemental resolution at a regularly noticed meeting and without the need for a public hearing on reallocation, determine such land to be benefitted by the Series 2025 Project and reallocate the Series 2025 Assessments securing the Series 2025 Bonds in order to impose Series 2025 Assessments on the newly added and benefitted property.

Taking into account capitalized interest and earnings on certain funds and accounts as set forth in the Master Trust Indenture, dated December 1, 2025, and the First Supplemental Trust Indenture, dated December 1, 2025, the District shall for Fiscal Year 2025/2026, begin annual collection of Series 2025 Assessments for the Series 2025 Bonds debt service payments using the methods available to it by law. Beginning with the first debt service payment on May 1, 2026, there shall be thirty (30) years of installments of principal and interest, as reflected on Exhibit E.

The District hereby certifies the Series 2025 Assessments for collection and directs staff to take all actions necessary to meet the time and other deadlines imposed for collection by Lee County and other Florida law. The District’s Board each year shall adopt a resolution addressing the manner in which the Series 2025 Assessments shall be collected for the upcoming fiscal year. The decision to collect Series 2025 Assessments by any particular method – e.g., on the tax roll or by direct bill – does not mean that such method will be used to collect Series 2025 Assessments in future years, and the District reserves the right in its sole discretion to select collection methods in any given year, regardless of past practices.

SECTION 5.	CALCULATION AND APPLICATION OF TRUE-UP PAYMENTS. The terms of
Resolution 2025-39 addressing True-Up Payments, as defined therein and as described in more detail in the Supplemental Assessment Report, shall continue to apply in full force and effect.

SECTION 6. IMPROVEMENT LIEN BOOK. Immediately following the adoption of this Resolution, the Series 2025 Assessments as reflected herein shall be recorded by the Secretary of the Board of the District in the District’s Improvement Lien Book. The Series 2025 Assessments against each respective parcel shall be and shall remain a legal, valid and binding first lien on such parcels until paid and such lien shall be coequal with the lien of all state, county, district, municipal, or other governmental taxes and superior in dignity to all other liens, titles, and claims.
SECTION 7.  ASSESSMENT NOTICE. The District’s Secretary is hereby directed to record a Notice of Series 2025 Assessments securing the Series 2025 Bonds in the Official Records of Lee County, Florida, or such other instrument evidencing the actions taken by the District.

SECTION 8.  CONFLICTS. This Resolution is intended to supplement Resolution 2025-39, which remains in full force and effect. This Resolution and Resolution 2025-39 shall be construed to the maximum extent possible to give full force and effect to the provisions of each resolution. All District resolutions or parts thereof in actual conflict with this Resolution are, to the extent of such conflict, superseded and repealed. Notwithstanding the foregoing, the following terms used in the various documents approved pursuant to this Resolution “2025 Project Area” and “Phase 1 Assessment Area” are synonymous and the terms “2025 Project” and “Phase 1 Project” are also synonymous.
SECTION 9. 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 10. EFFECTIVE DATE. This Resolution shall become effective upon its adoption.
[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK]

APPROVED and ADOPTED, this 11th day of December, 2025.
ATTEST:	VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

Secretary / Assistant Secretary	Chair / Vice-Chair, Board of Supervisors

Exhibit A:	Vivid Shores Community Development District, Phase 1 Engineer’s Report, dated September 2025
Exhibit B:	Final First Supplemental Special Assessment Methodology Report, dated December 9, 2025
Exhibit C:	Maturities and Coupon of Series 2025 Bonds
Exhibit D:	Sources and Uses of Funds for Series 2025 Bonds
Exhibit E:	Annual Debt Service Payment Due on Series 2025 Bonds

EXHIBIT A
Vivid Shores Community Development District, Phase 1 Engineer’s Report,
dated September 2025

EXHIBIT B
Final First Supplemental Special Assessment Methodology Report
dated December 9, 2025

EXHIBIT C
Maturities and Coupon of Series 2025 Bonds

EXHIBIT D
Sources and Uses of Funds for Series 2025 Bonds

EXHIBIT E
Annual Debt Service Payment Due on Series 2025 Bonds

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT
PHASE 1 ENGINEER'S REPORT

PREPARED FOR:
BOARD OF SUPERVISORS
VIVID COMMUNITY DEVELOPMENT DISTRICT

ENGINEER:
ATWELL, LLC
28100 BONITA GRANDE DRIVE, SUITE 305 BONITA SPRINGS, FL 34135

September 2025

TABLE OF CONTENTS
lntroduction	3
General Site Description.	3
Proposed Capital lmprovement Plan	3
Roadway lmprovements	4
Stormwater Management System.	5
Environmental Conservation.	5
Water, Wastewater, and Reclaim Utilities.	5
Hardscape, Landscape, and lrrigation.	5
Streetlights.	6
Recreational Amenities.	6
Environmental Conservation.	6
Off-Site lmprovements.	6
Professional Services.	6
Permitting/Construction Commencement.	6
ClP Cost Estimate/Maintenance Responsibilities.	8
Conclusions	8

TABLES
Table 1: Product Types	4
Table 2: ClP Cost Estimate.	8

EXHlBlTS
Exhibit 1: Location Map Exhibit 2A: Sketch
Exhibit 2B: Legal Description Exhibit 3: Existing Land Use Map
Exhibit 4: Proposed Development Plan Exhibit 4A: Stormwater Plan
Exhibit 4B: Wastewater Plan Exhibit 4C: Potable Water Plan Exhibit 5: Existing Utilities Exhibit 6: Future Land Use Map

VlVlD SHORES COMMUNlTY DEVELOPMENT DlSTRlCT PHASE 1 ENGlNEER'S REPORT
lNTRODUCTlON
The purpose of this report is to provide a description of the capital improvement plan ("ClP") and estimated costs of the CIP, for the Vivid Shores Community Development District- Phase 1 ("District").

GENERAL SlTE DESCRlPTlON
The entire District encompasses approximately 1,295 acres, located east of Bonita Grande Drive in the City of Bonita Springs, about 1.7 miles north of the Bonita Grande Drive/E. Terry Street intersection. The project lies within Section 20, Township 47 South, Range 26 East. Please refer to Exhibit 1: Location Map.

PROPOSED CAPlTAL lMPROVEMENT PLAN
The CIP is intended to provide public infrastructure improvements for the Phase 1 development referred to as "Vivid Shores - Phase 1". It is anticipated that the development and CIP will be constructed in phases. Please reference Exhibit 4: Proposed Development Plan. The following table shows the planned product types for the Phase 1 of the development within District:
TABLE 1: PHASE 1 PRODUCT TYPES

Product Type	Total Units	
52' LOTS	112	
66' LOTS	188	
76' LOTS	36	
90' LOTS	48	
TOTAL	384	

The public infrastructure for the project is as follows:
Roadway lmprovements:

All roads within the Vivid Shores Community are to be private and will be funded by Pulte Homes Company LLC as the Developer and dedicated to the Homeowner's Association for ownership and maintenance. All roads will be designed and constructed in accordance with City of Bonita Springs standards. Notwithstanding the same, the District will be provided access over the privately owned roadways for purposes of operating and maintaining the public improvements of this CIP.

There will be two (2) access points into the community, a main entry and a secondary resident entry, both access points will access off Bonita Grande Drive. Off-Site Improvements for Bonita Grande Drive are needed to make the final connections for the community and are discussed within the off-site section of this report.

Stormwater Management System:

The stormwater collection and outfall system are a combination of roadway curbs, curb inlets, pipe, control structures, wet water management lakes, and dry detention facilities designed to treat and attenuate stormwater runoff from District lands. The stormwater system will be designed consistent with the applicable design requirements for stormwater/floodplain management systems. The District will finance, own, operate, and maintain the stormwater system, with the exception of the inlets and storm sewer systems that may be part of dedicated rights-of-way. Please refer to Exhibit 4A: Stormwater Plan.

NOTE: No private earthwork is included in the CIP. Accordingly, the District will not fund any costs of grading of lots or the transportation of any fill to such lots.

Environmental Conservation

On-site wetland areas are being preserved per the City of Bonita Springs Zoning Ordinance for Vivid Shores, and the SFWMD ERP permit. The Developer will be responsible for the design, permitting, and construction. The District will be responsible for the maintenance, and government reporting of the environmental mitigation.

Water and Wastewater:

As part of the CIP, the District intends to construct and/or acquire water and wastewater infrastructure.

In particular, the on-site water supply improvements include water mains that will be located within rights-of-way located on-site within the District and Off-site within the newly constructed Bonita Grande Drive, and used for potable water service and fire protection. Please refer to Exhibit 4C: Potable Water Plan.

Wastewater improvements for the project will include an on-site gravity collection system, off-site and on-site force main, and on-site lift stations. Please refer to Exhibit 4B: Wastewater Plan.

The water and wastewater collection systems for all phases will be constructed and/or acquired by the District and then dedicated to a local, public utility provider for operation and maintenance. The CIP will only include laterals to the lot lines (i.e., point of connection).
Hardscape and Landscape:
The District will fund landscaping, and hardscaping (i.e perimeter walls for sound abatement and/or retaining walls) within any public rights-of-way. All such landscaping and hardscaping will be owned, maintained, and funded by the District. Such infrastructure, to the extent that it is located in rights-of-way owned by a local general-purpose government, will be maintained pursuant to a right-of-way agreement or permit. Any landscaping or hardscaping systems behind hard-gated roads, if any, would not be financed by the District and instead would be privately installed and maintained.

Streetlights:
The Developer intends to lease streetlights through an agreement with a local utility provider and will fund the streetlights through an annual operations and maintenance assessment. As such, streetlights are not included as part of the CIP.

Recreational Amenities:

Vivid Shores will have one (1) main recreational amenity campus for the exclusive use of Vivid Shores residents. The amenity location will provide the typical programming such as a clubhouse, pool, park, and sports courts. All amenity facilities are considered common elements for the benefit of the community and not part of the CIP. Further, all amenity facilities will be funded by the Developer to be owned and maintained by the HOA. Although the CIP benefits the recreational amenities, they are not assessed pursuant to state law, as they are a common element for the Vivid Shores development.

Off-Site lmprovements:

Off-site improvements include approximately two miles of roadway construction for the new Bonita Grande Drive Extension. These improvements include two roundabouts-one at Bonita Grande Drive and E. Terry Street, and another at the main project entrance to Vivid Shores, respectively. Additional infrastructure consists of a potable water main extension, a force main extension, and drainage improvements such as wet lakes for treatment and attenuation, along with associated drainage infrastructure.

Dry utility relocations were also required, including the relocation of existing Florida Power & Light (FPL) electrical lines to accommodate the new roadway.

All costs for these off-site improvements are included within the CIP. (See Exhibits 6A and 6B.) Professional Services:
The CIP also includes various professional services. These include: (i) engineering, surveying, and architectural fees, (ii) permitting and plan review costs, and (iii) development/construction management services fees that are required for the design, permitting, construction, and maintenance acceptance of the public improvements contained within the CIP.
NOTE: In the event that impact fee credits are generated from any roadway, utilities or other improvements funded by the District, any such credits, if any, will be the subject of an acquisition agreement between the Developer and the District.

PERMlTTlNG/CONSTRUCTlON COMMENCEMENT

All necessary permits for the construction of Phase 1 of the CIP have either been obtained or are currently under review by respective governmental authorities, and include the following:

City of Bonita Springs (The "City")
Zoning Ordinance - ZO-20-02 BG Mine - Covers all phases of development.
Zoning Modification - ADD25-122720-BOS Bonita Grande Mine - Covers all phases of development.
CoBS Development Order - Off-Site Permit - DOS23-107761-BOS
CoBS Development Order - Phase 1 On-Site Permit - DOS23-105312-BOS
CoBS Development Order Amendment - Phase 1 On-Site Permit - A01-08-29-2025
ROW Permit - ROW-25-4
Bonita Springs Utilities (BSU)
BSU Off-Site Roadway - 2024-07102024
BSU Phase 1A - 2024-07102024
BSU Phase 1B - 2024-07262024
BSU Phase 1C - 2024-08272024
BSU Phase 1D - 2024-11272024
FDEP
Off-Site Road FDEP Potable Water Permit- 124869-636-DSGP02
Off-Site Road FDEP Wastewater Permit - 50210-556-DWC
Phase 1A FDEP Potable Water Permit
Phase 1A FDEP Wastewater Permit
Phase 1B FDEP Potable Water Permit
Phase 1B FDEP Wastewater Permit
SFWMD
Conceptual Permit - App# 230510-38581 - Covers all phases of development.
Off-Site ERP - App#230509-38575
Phase 1 ERP - App# 231207-41545
Dewatering - WUP DW_240306-3
Water Use - WUP IRR_240308-2
ACOE
Nationwide Permit - Off-Site Roadway - 20240923

ClP COST ESTlMATE / MAlNTENANCE RESPONSlBlLlTlES
The table below presents, among other things, a cost estimate for Phase 1 of the CIP. It is our professional opinion that the costs set forth below are reasonable and consistent with market pricing.
TABLE 2: PHASE 1 ClP COST ESTlMATE

PROPOSED FAClLlTlES & ESTlMATED COSTS CHART	
lmprovement	Estimated Cost	Financing Entity	Operation & Maintenance
Entity	
Internal Roadways	Not Included in CIP	Developer	HOA	
Earthwork for Stormwater
Management	$10,322,825	Developer/CDD	CDD	
Stormwater Management
Systems	$6,122,875	Developer/CDD	CDD	
Potable Water Systems	$2,560,260	CDD	BSU	
Sanitary Sewer Systems	$5,478,800	CDD	BSU	
Perimeter Walls	$648,300	Developer/CDD	CDD	
Perimeter Landscaping	$762,750	Developer/CDD	CDD	
On-Site Wetland Conservation	$574,170	CDD	CDD	
Off-Site Improvements	$12,774,560	CDD	City	
Professional Services & Permit
Fees	$3,801,900	CDD	N/A	
Contingency - 10%	$4,304,644	As above	As above	
TOTAL	$47,351,084			

The probable costs estimated herein do not include anticipated carrying cost, interest reserves or other anticipated CDD expenditures that may be incurred.
The Developer reserves the right to finance any of the improvements outlined above, and have such improvements owned and maintained by a property owner's or homeowner's association, in which case such items would not be part of the CIP.
The District may enter into an agreement with a third-party, or an applicable property owner's or homeowner's association, to maintain any District-owned improvements, subject to the approval of the District's bond counsel.
Certain roadways will be gated. The CDD will only finance utilities and stormwater improvements behind such gated areas.

CONCLUSlONS

The Phase 1 of the CIP will be designed in accordance with current governmental regulations and requirements. The CIP will serve its intended function so long as the construction is in substantial compliance with the design.
It is further our opinion that:

The estimated cost to the Phase 1 of the CIP as set forth herein is reasonable based on prices currently being experienced in the jurisdiction in which the District is located, and is not greater than the lesser of the actual cost of construction or the fair market value of such infrastructure;

All of the improvements comprising Phase 1 of the CIP are required by applicable development approvals issued pursuant to Section 380.06, Florida Statutes;

Phase 1 of the CIP is feasible to construct, there are no technical reasons existing at this time that would prevent the implementation of Phase 1 of the CIP, and it is reasonable to assume that all necessary regulatory approvals will be obtained in due course; and

The assessable property within the District will receive a special benefit from the CIP that is at least equal to such costs.
Also, the CIP will constitute a system of improvements that will provide benefits to all assessable lands within the District. The general public, property owners and property outside the District will benefit from the provisions of Phase 1 of the District's CIP; however, these are incidental to Phase 1 of the District's CIP, which is designed solely to provide special benefits peculiar to property within the District. Special and peculiar benefits accrue to property within the District and enables properties within its boundaries to be developed.

Phase 1 of the CIP will be owned by the District or other governmental units and such CIP is intended to be available and will reasonably be available for use by the general public (either by being part of a system of improvements that is available to the general public or is otherwise available to the general public) including nonresidents of the District. All of the CIP is or will be located on lands owned or to be owned by the District or another governmental entity or on perpetual easements in favor of the District or other governmental entity. Phase 1 of the CIP, and any cost estimates set forth herein, do not include any earthwork, grading or other improvements on private lots or property.

__

__

_

Please note that Phase 1 of the CIP as presented herein is based on current plans and market conditions which are subject to change. Accordingly, Phase 1 of the CIP, as used herein, refers to sufficient public infrastructure of the kinds described herein (i.e., stormwater/floodplain management, sanitary sewer, potable water, etc.) to support the development and sale of the planned residential units in the District, which (subject to true-up determinations) number and type of units may be changed with the development of the site. Stated differently, during development and implementation of the public infrastructure improvements as described for the District, it may be necessary to make modifications and/or deviations for the plans, and the District expressly reserves the right to do so.

Digitally signed by Jeremy H Arnold DN: CN=Jeremy H Arnold,
dnQualifier=A01410C0000019934F065B5000C5654,
O=Unaffiliated, C=US
Date: 2025.12.08 11:21:54-05'00'

Jeremy H. Arnold, P.E.
FL License No. 66421

b:\Projects\1202-500 (bonita grande mine) rpd cdd establishment\drawings-exhibits\1202-500-01 cdd exhibits\current plans\12025000106.dwg

NORTH

SCALE: 1" = 1,500'

LEGEND

VIVID SHORES CDD BOUNDARY
PROPOSED LAKE PRESERVE AREA
SINGLE FAMILY TRACTS AMENITY AREA
PHASE 1 BOUNDARY

PHASE 2 BOUNDARY

PHASE 3 BOUNDARY	
EXHIBIT 4: PROPOSED DEVELOPMENT PLAN		
PREPARED FOR:	FLORIDA CERTIFICATE OF AUTHORIZATION #8636
17, 20, 29 47S	26E
PULTE HOME COMPANY, LLC	LEE COUNTY, FL
24311 WALDEN CENTER, SUITE 300	FILE NAME: 12025000106.dwg  JEREMY H. ARNOLD, P.E.
BONITA SPRINGS, FLORIDA 34134
SHEET:	7 OF 13  FL LICENSE NO. 66421
Page 60		

B:\Projects\1202-500 (Bonita Grande Mine) RPD CDD Establishment\Drawings-Exhibits\1202-500-01 CDD Exhibits\Current Plans\12025000104.dwg

LEGAL DESCRIPTION
COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W., ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 3481.93 FEET THENCE N.88°54'51"E., A DISTANCE OF 117.31 FEET; THENCE S.67°05'30"E., A DISTANCE OF 3.47 FEET TO THE POINT OF
BEGINNING, SAID POINT LYING ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 188.74 FEET AND A CHORD WHICH BEARS N.36°16'09"E. 177.35 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 56°02'44", A DISTANCE OF 184.62 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 354.90 FEET, A CHORD WHICH BEARS N.36°08'05"E. 272.27 FEET, AND A CENTRAL ANGLE OF
45°06'44"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 279.44 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 53.39 FEET, A CHORD WHICH BEARS N.36°46'47"E. 66.45 FEET, AND A CENTRAL ANGLE OF 76°57'48"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 71.72 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 91.67
FEET, A CHORD WHICH BEARS S.75°39'40"E. 87.85 FEET, AND A CENTRAL ANGLE OF 57°15'38"; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 91.62 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 295.10 FEET, A CHORD WHICH BEARS S.36°01'45"E. 53.96 FEET, AND A CENTRAL ANGLE OF 10°29'30"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 54.04 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 87.24 FEET, A CHORD WHICH BEARS S.63°20'22"E. 58.66 FEET, AND A CENTRAL ANGLE OF 39°17'19"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 59.82 FEET TO THE BEGINNING OF A
NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 128.93 FEET, A CHORD WHICH BEARS S.47°43'13"E. 103.18 FEET, AND A CENTRAL ANGLE OF
47°10'24"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 106.15 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 65.00 FEET, A CHORD WHICH BEARS S.07°48'06"W. 68.76 FEET, AND A CENTRAL ANGLE OF 63°52'13"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 72.46 FEET; THENCE N.86°37'05"E., A DISTANCE OF 67.35 FEET; THENCE N.51°06'02"E., A DISTANCE OF 71.29 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1011.21 FEET, A CHORD WHICH BEARS N.40°34'29"W. 59.12 FEET, AND A CENTRAL ANGLE OF 03°21'02"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 59.13 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD WHICH BEARS N.21°01'12"E. 89.31 FEET, AND A CENTRAL ANGLE OF 126°32'24"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 110.43 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 205.00 FEET, A CHORD WHICH BEARS N.24°37'34"E. 353.86 FEET, AND A CENTRAL ANGLE OF 119°19'40"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 426.95 FEET; THENCE N.35°02'16"W., A DISTANCE OF 56.71 FEET; THENCE
N.53°00'49"W., A DISTANCE OF 82.95 FEET; THENCE N.23°47'24"E., A DISTANCE OF 111.94 FEET; THENCE N.63°36'46"W., A DISTANCE OF 34.59 FEET; THENCE N.68°08'59"W., A DISTANCE OF 50.77 FEET; THENCE N.51°21'27"W., A DISTANCE OF 42.38 FEET; THENCE N.55°09'39"W., A DISTANCE OF 28.55 FEET; THENCE N.39°16'51"W., A DISTANCE OF 19.17 FEET; THENCE N.18°11'00"W., A DISTANCE OF 235.59 FEET; THENCE N.31°59'17"W., A DISTANCE OF
41.38 FEET; THENCE N.45°08'35"W., A DISTANCE OF 80.13 FEET; THENCE N.51°52'41"W., A DISTANCE OF 244.65 FEET; THENCE N.62°47'08"W., A DISTANCE OF 32.93 FEET; THENCE N.54°54'21"W., A DISTANCE OF 39.01 FEET; THENCE N.55°04'20"W., A DISTANCE OF 71.87 FEET; THENCE N.57°57'04"W., A DISTANCE OF 31.70 FEET; THENCE N.44°02'11"W., A DISTANCE OF 36.73 FEET; THENCE N.14°03'07"W., A DISTANCE OF 54.60 FEET; THENCE N.00°35'56"E., A DISTANCE OF 139.24 FEET; THENCE N.04°38'16"E., A DISTANCE OF 82.92 FEET; THENCE N.88°03'57"E., A DISTANCE OF 87.67 FEET; THENCE N.03°15'43"E., A DISTANCE OF 772.89 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 132.00 FEET, A CHORD WHICH BEARS N.07°37'09"E. 20.06 FEET, AND A CENTRAL ANGLE OF 08°42'52"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 20.08 FEET; THENCE N.11°58'58"E., A DISTANCE OF 587.10 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 747.00 FEET, A CHORD WHICH BEARS N.02°22'46"E. 249.24 FEET, AND A CENTRAL ANGLE OF 19°12'25"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 250.41 FEET; THENCE N.07°13'27"W., A DISTANCE OF 71.29 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD WHICH BEARS N.43°57'59"E. 77.92 FEET, AND A CENTRAL ANGLE OF 102°22'52"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
89.34 FEET; THENCE N.38°37'27"W., A DISTANCE OF 60.72 FEET; THENCE N.06°25'15"W., A DISTANCE OF 81.20 FEET; THENCE N.20°29'27"E., A DISTANCE OF
69.87 FEET; THENCE N.41°23'56"E., A DISTANCE OF 66.92 FEET; THENCE N.50°43'14"E., A DISTANCE OF 76.86 FEET; THENCE N.54°15'05"E., A DISTANCE OF
67.66 FEET; THENCE N.76°53'55"E., A DISTANCE OF 60.07 FEET; THENCE S.80°13'08"E., A DISTANCE OF 64.11 FEET; THENCE S.73°38'18"E., A DISTANCE OF
77.12 FEET; THENCE S.71°01'47"E., A DISTANCE OF 66.80 FEET; THENCE S.82°59'27"E., A DISTANCE OF 74.57 FEET; THENCE S.87°23'42"E., A DISTANCE OF
81.33 FEET; THENCE N.84°21'28"E., A DISTANCE OF 145.16 FEET; THENCE N.81°13'46"E., A DISTANCE OF 82.22 FEET; THENCE S.89°56'14"E., A DISTANCE OF
81.25 FEET; THENCE S.87°08'50"E., A DISTANCE OF 74.11 FEET; THENCE S.85°02'34"E., A DISTANCE OF 126.84 FEET; THENCE S.70°34'12"E., A DISTANCE OF
103.34 FEET; THENCE S.31°58'03"E., A DISTANCE OF 52.40 FEET; THENCE N.59°20'36"E., A DISTANCE OF 175.01 FEET; THENCE N.89°23'21"E., A DISTANCE OF
743.60 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 300.00 FEET, A CHORD WHICH BEARS S.51°33'26"E. 378.03
FEET, AND A CENTRAL ANGLE OF 78°06'25"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 408.97 FEET; THENCE S.12°30'14"E., A DISTANCE OF 155.57 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 1780.00 FEET, A CHORD WHICH BEARS S.18°16'26"E. 357.91 FEET, AND A CENTRAL ANGLE OF 11°32'25"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 358.52 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD WHICH BEARS S.20°13'17"W. 69.80 FEET, AND A CENTRAL ANGLE OF 88°31'51"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 77.26 FEET; THENCE S.64°29'12"W., A DISTANCE OF
86.85 FEET; THENCE S.44°17'49"E., A DISTANCE OF 3.36 FEET; THENCE S.20°13'08"E., A DISTANCE OF 17.33 FEET; THENCE S.11°24'12"E., A DISTANCE OF
16.18 FEET; THENCE S.05°32'45"E., A DISTANCE OF 21.68 FEET; THENCE S.08°50'36"W., A DISTANCE OF 14.74 FEET; THENCE S.22°08'57"W., A DISTANCE OF
14.88 FEET; THENCE S.14°07'27"W., A DISTANCE OF 18.95 FEET; THENCE S.17°55'03"W., A DISTANCE OF 17.11 FEET; THENCE S.16°32'57"W., A DISTANCE OF
15.97 FEET; THENCE S.06°09'39"W., A DISTANCE OF 14.90 FEET; THENCE S.15°10'09"W., A DISTANCE OF 25.41 FEET; THENCE S.28°02'03"W., A DISTANCE OF
30.15 FEET; THENCE S.33°42'53"W., A DISTANCE OF 17.39 FEET; THENCE S.36°49'25"W., A DISTANCE OF 12.65 FEET; THENCE S.39°41'32"W., A DISTANCE OF
10.87 FEET; THENCE S.47°36'28"W., A DISTANCE OF 8.10 FEET; THENCE S.53°28'35"W., A DISTANCE OF 9.54 FEET; THENCE S.55°33'39"W., A DISTANCE OF
12.38 FEET; THENCE S.54°18'37"W., A DISTANCE OF 18.20 FEET; THENCE S.56°23'55"W., A DISTANCE OF 11.07 FEET; THENCE S.63°29'55"W., A DISTANCE OF
12.98 FEET; THENCE S.73°33'46"W., A DISTANCE OF 6.83 FEET; THENCE S.87°27'10"W., A DISTANCE OF 11.31 FEET; THENCE N.81°17'17"W., A DISTANCE OF
12.12 FEET; THENCE N.77°13'46"W., A DISTANCE OF 12.35 FEET; THENCE N.74°31'40"W., A DISTANCE OF 14.35 FEET; THENCE N.72°49'30"W., A DISTANCE OF 11.50 FEET; THENCE N.76°56'05"W., A DISTANCE OF 14.52 FEET; THENCE N.87°12'21"W., A DISTANCE OF 16.18 FEET; THENCE S.70°32'51"W., A DISTANCE OF 81.75 FEET; THENCE S.62°24'17"W., A DISTANCE OF 61.07 FEET; THENCE S.44°43'33"W., A DISTANCE OF 71.91 FEET; THENCE S.44°53'41"W., A DISTANCE OF 8.58 FEET; THENCE S.51°19'38"W., A DISTANCE OF 10.32 FEET; THENCE S.52°06'53"W., A DISTANCE OF 5.93 FEET; THENCE

NOTE
ALL INFORMATION PROVIDED IN THE LEGAL DESCRIPTION ABOVE HAS BEEN PREPARED BY ATWELL, LLC - SURVEY.	
EXHIBIT 2B: LEGAL DESCRIPTION	

	
PREPARED FOR:	 FLORIDA CERTIFICATE OF AUTHORIZATION #8636
17, 20, 29 47S	26E
PULTE HOME COMPANY, LLC	LEE COUNTY, FL
24311 WALDEN CENTER, SUITE 300	FILE NAME: 12025000104.dwg  JEREMY H. ARNOLD, P.E.
BONITA SPRINGS, FLORIDA 34134
SHEET:	4 OF 13  FL LICENSE NO. 66421
Page 61		

B:\Projects\1202-500 (Bonita Grande Mine) RPD CDD Establishment\Drawings-Exhibits\1202-500-01 CDD Exhibits\Current Plans\12025000104.dwg

S.13°56'59"E., A DISTANCE OF 25.08 FEET; THENCE S.49°28'04"E., A DISTANCE OF 70.91 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 56.00 FEET, A CHORD WHICH BEARS S.67°33'11"E. 34.77 FEET, AND A CENTRAL ANGLE OF 36°10'13"; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.35 FEET; THENCE S.85°38'18"E., A DISTANCE OF 166.50 FEET; THENCE S.78°00'59"E., A DISTANCE OF 118.44 FEET; THENCE S.60°42'47"E., A DISTANCE OF 23.02 FEET; THENCE S.45°21'29"E., A DISTANCE OF 15.64 FEET; THENCE S.34°43'30"E., A DISTANCE OF 31.53 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT
HAVING A RADIUS OF 56.00 FEET, A CHORD WHICH BEARS S.49°26'56"E. 57.45 FEET, AND A CENTRAL ANGLE OF 61°43'11"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 60.32 FEET; THENCE S.80°18'31"E., A DISTANCE OF 18.69 FEET; THENCE S.81°28'30"E., A DISTANCE OF 25.59 FEET; THENCE S.79°21'40"E., A DISTANCE OF 6.70 FEET; THENCE N.36°23'57"E., A DISTANCE OF 17.08 FEET; THENCE N.06°47'29"W., A DISTANCE OF 33.00 FEET; THENCE N.62°35'52"E., A DISTANCE OF
23.79 FEET; THENCE N.20°17'55"E., A DISTANCE OF 13.95 FEET; THENCE N.26°49'20"E., A DISTANCE OF 37.93 FEET; THENCE N.50°39'16"E., A DISTANCE OF 35.17 FEET; THENCE N.53°14'39"E., A DISTANCE OF 13.24 FEET; THENCE S.78°23'35"E., A DISTANCE OF 15.89 FEET; THENCE N.78°15'18"E., A DISTANCE OF 21.37 FEET; THENCE
N.51°25'11"E., A DISTANCE OF 7.00 FEET; THENCE N.22°11'17"E., A DISTANCE OF 25.51 FEET; THENCE N.57°28'44"W., A DISTANCE OF 30.70 FEET; THENCE N.18°25'12"E., A DISTANCE OF 15.89 FEET; THENCE N.33°59'59"E., A DISTANCE OF 21.08 FEET; THENCE S.87°49'13"E., A DISTANCE OF 28.30 FEET; THENCE S.74°03'58"E., A DISTANCE OF
33.30 FEET; THENCE S.53°04'33"E., A DISTANCE OF 116.76 FEET; THENCE S.77°34'30"E., A DISTANCE OF 45.16 FEET; THENCE S.00°39'11"W., A DISTANCE OF 103.97 FEET; THENCE S.03°41'07"E., A DISTANCE OF 76.45 FEET; THENCE S.33°41'30"W., A DISTANCE OF 29.85 FEET; THENCE S.18°25'27"W., A DISTANCE OF 32.68 FEET; THENCE
S.30°43'29"W., A DISTANCE OF 13.31 FEET; THENCE S.47°11'30"E., A DISTANCE OF 2.52 FEET; THENCE S.44°44'38"E., A DISTANCE OF 21.73 FEET; THENCE S.70°15'30"E., A DISTANCE OF 59.55 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD WHICH BEARS S.38°56'19"E. 51.98 FEET, AND A CENTRAL ANGLE OF 62°38'21"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 54.66 FEET; THENCE S.07°37'09"E., A DISTANCE OF
350.03 FEET; THENCE S.00°02'49"E., A DISTANCE OF 97.01 FEET; THENCE S.85°02'25"E., A DISTANCE OF 156.67 FEET; THENCE S.01°44'12"W., A DISTANCE OF 28.80 FEET; THENCE S.32°45'57"E., A DISTANCE OF 95.55 FEET; THENCE N.89°16'24"E., A DISTANCE OF 143.19 FEET; THENCE N.00°02'49"W., A DISTANCE OF 225.24 FEET; THENCE
N.11°17'22"W., A DISTANCE OF 51.51 FEET; THENCE S.89°57'29"E., A DISTANCE OF 126.73 FEET; THENCE N.59°01'51"W., A DISTANCE OF 28.48 FEET; THENCE N.59°56'54"W., A DISTANCE OF 39.60 FEET; THENCE N.57°37'07"W., A DISTANCE OF 40.42 FEET; THENCE N.08°01'39"W., A DISTANCE OF 39.39 FEET; THENCE N.09°11'02"W., A DISTANCE OF 64.39 FEET; THENCE N.07°07'29"W., A DISTANCE OF 65.87 FEET; THENCE N.08°47'20"W., A DISTANCE OF 37.39 FEET; THENCE N.02°49'10"W., A DISTANCE OF 69.55 FEET; THENCE N.08°08'23"W., A DISTANCE OF 326.65 FEET; THENCE N.07°20'51"E., A DISTANCE OF 24.54 FEET; THENCE N.15°43'57"E., A DISTANCE OF 31.58 FEET; THENCE N.29°31'03"E., A DISTANCE OF 155.37 FEET; THENCE N.31°00'38"W., A DISTANCE OF 84.41 FEET; THENCE N.06°34'28"W., A DISTANCE OF 28.13 FEET; THENCE N.00°06'28"E., A DISTANCE OF 39.22 FEET; THENCE N.16°10'37"W., A DISTANCE OF 42.90 FEET; THENCE N.30°06'55"W., A DISTANCE OF 32.87 FEET; THENCE N.33°04'26"W., A DISTANCE OF 22.15 FEET; THENCE N.27°04'06"W., A DISTANCE OF 16.43 FEET; THENCE N.23°05'49"W., A DISTANCE OF 21.67 FEET; THENCE N.24°55'42"W., A DISTANCE OF 41.80 FEET; THENCE N.21°50'19"W., A DISTANCE OF 28.65 FEET; THENCE N.17°51'19"W., A DISTANCE OF 33.13 FEET; THENCE N.14°16'31"W., A DISTANCE OF 22.95 FEET; THENCE N.13°13'26"W., A DISTANCE OF 65.06 FEET; THENCE
N.04°08'29"E., A DISTANCE OF 12.01 FEET; THENCE N.15°04'43"E., A DISTANCE OF 49.35 FEET; THENCE N.02°05'42"E., A DISTANCE OF 43.88 FEET; THENCE N.07°59'38"W., A DISTANCE OF 44.05 FEET; THENCE N.14°26'05"W., A DISTANCE OF 42.83 FEET; THENCE N.16°43'10"W., A DISTANCE OF 75.79 FEET; THENCE N.21°59'28"W., A DISTANCE OF 228.97 FEET; THENCE N.16°17'19"W., A DISTANCE OF 51.30 FEET; THENCE N.21°42'19"W., A DISTANCE OF 45.09 FEET; THENCE N.20°20'57"W., A DISTANCE OF 22.39
FEET; THENCE N.15°08'55"W., A DISTANCE OF 17.84 FEET; THENCE N.20°57'05"W., A DISTANCE OF 27.42 FEET; THENCE N.26°36'49"W., A DISTANCE OF 20.65 FEET; THENCE N.27°22'24"W., A DISTANCE OF 24.38 FEET; THENCE N.20°58'03"W., A DISTANCE OF 19.07 FEET; THENCE N.12°25'00"W., A DISTANCE OF 52.63 FEET; THENCE N.18°37'33"W., A DISTANCE OF 51.06 FEET; THENCE N.18°04'04"W., A DISTANCE OF 38.53 FEET; THENCE N.06°52'08"W., A DISTANCE OF 27.52 FEET; THENCE
N.04°33'16"W., A DISTANCE OF 46.16 FEET; THENCE N.16°11'08"W., A DISTANCE OF 44.26 FEET; THENCE N.34°24'27"W., A DISTANCE OF 42.67 FEET; THENCE N.40°09'45"W., A DISTANCE OF 35.22 FEET; THENCE N.40°01'42"W., A DISTANCE OF 31.79 FEET; THENCE N.39°47'31"W., A DISTANCE OF 23.05 FEET; THENCE N.40°58'10"W., A DISTANCE OF 136.66 FEET; THENCE N.07°11'03"W., A DISTANCE OF 31.42 FEET; THENCE N.04°54'54"E., A DISTANCE OF 31.26 FEET; THENCE
N.31°11'45"E., A DISTANCE OF 50.33 FEET; THENCE N.34°14'53"E., A DISTANCE OF 61.74 FEET; THENCE N.42°44'11"E., A DISTANCE OF 83.05 FEET; THENCE N.61°34'40"E., A DISTANCE OF 61.30 FEET; THENCE N.62°48'42"E., A DISTANCE OF 86.02 FEET; THENCE N.45°54'32"E., A DISTANCE OF 45.76 FEET; THENCE N.29°49'43"E., A DISTANCE OF
48.51 FEET; THENCE N.25°30'04"E., A DISTANCE OF 72.06 FEET; THENCE N.19°29'13"E., A DISTANCE OF 93.40 FEET; THENCE N.20°39'16"E., A DISTANCE OF 59.71 FEET; THENCE N.15°48'00"E., A DISTANCE OF 68.61 FEET; THENCE N.07°05'40"E., A DISTANCE OF 94.79 FEET; THENCE N.14°27'48"E., A DISTANCE OF 76.73 FEET; THENCE
N.41°13'24"E., A DISTANCE OF 130.21 FEET; THENCE N.45°22'02"E., A DISTANCE OF 145.44 FEET; THENCE N.45°02'07"E., A DISTANCE OF 77.05 FEET; THENCE N.52°58'16"E., A DISTANCE OF 111.78 FEET; THENCE N.58°29'42"E., A DISTANCE OF 105.05 FEET; THENCE N.48°17'04"E., A DISTANCE OF 150.91 FEET; THENCE
N.31°51'47"E., A DISTANCE OF 62.30 FEET; THENCE N.23°09'22"E., A DISTANCE OF 64.87 FEET; THENCE N.07°36'36"E., A DISTANCE OF 49.57 FEET; THENCE N.13°40'15"W., A DISTANCE OF 54.92 FEET; THENCE N.20°47'17"W., A DISTANCE OF 53.81 FEET; THENCE N.23°01'56"W., A DISTANCE OF 95.21 FEET; THENCE N.28°41'25"W., A DISTANCE OF 114.55 FEET; THENCE N.43°36'00"W., A DISTANCE OF 60.71 FEET; THENCE CONTINUE NORTHWESTERLY ALONG SAID LINE, A DISTANCE OF 60.70 FEET; THENCE
N.49°16'23"W., A DISTANCE OF 55.59 FEET; THENCE N.58°33'02"W., A DISTANCE OF 54.33 FEET; THENCE N.65°06'11"W., A DISTANCE OF 26.87 FEET; THENCE CONTINUE NORTHWESTERLY ALONG SAID LINE, A DISTANCE OF 26.87 FEET; THENCE N.69°41'10"W., A DISTANCE OF 24.45 FEET; THENCE CONTINUE WESTERLY ALONG SAID LINE, A DISTANCE OF 24.45 FEET; THENCE N.78°14'14"W., A DISTANCE OF 21.02 FEET; THENCE N.81°19'41"W., A DISTANCE OF 48.77 FEET; THENCE N.87°16'40"W., A DISTANCE OF
69.86 FEET; THENCE S.85°57'29"W., A DISTANCE OF 82.80 FEET; THENCE S.85°25'10"W., A DISTANCE OF 532.17 FEET; THENCE N.78°42'35"W., A DISTANCE OF 119.59 FEET; THENCE N.73°40'49"W., A DISTANCE OF 56.77 FEET; THENCE N.51°58'40"W., A DISTANCE OF 43.89 FEET; THENCE N.38°57'19"W., A DISTANCE OF 142.27 FEET; THENCE
N.28°29'43"W., A DISTANCE OF 39.73 FEET; THENCE N.24°04'30"W., A DISTANCE OF 56.64 FEET; THENCE CONTINUE NORTHWESTERLY ALONG SAID LINE, A DISTANCE OF
32.54 FEET; THENCE N.29°18'20"W., A DISTANCE OF 44.85 FEET; THENCE N.38°34'27"W., A DISTANCE OF 34.65 FEET; THENCE N.45°18'23"W., A DISTANCE OF 23.13 FEET; THENCE N.50°36'54"W., A DISTANCE OF 22.44 FEET; THENCE N.55°20'24"W., A DISTANCE OF 18.12 FEET; THENCE N.60°42'13"W., A DISTANCE OF 27.91 FEET; THENCE
N.65°50'38"W., A DISTANCE OF 16.21 FEET; THENCE N.71°16'25"W., A DISTANCE OF 30.40 FEET; THENCE N.77°50'45"W., A DISTANCE OF 26.01 FEET; THENCE N.83°13'00"W., A DISTANCE OF 20.09 FEET; THENCE N.88°11'32"W., A DISTANCE OF 22.62 FEET; THENCE S.89°11'45"W., A DISTANCE OF 89.42 FEET; THENCE
S.89°10'23"W., A DISTANCE OF 65.20 FEET; THENCE S.89°10'08"W., A DISTANCE OF 114.80 FEET; THENCE S.89°11'02"W., A DISTANCE OF 109.70 FEET; THENCE N.84°22'18"W., A DISTANCE OF 28.97 FEET; THENCE N.74°51'52"W., A DISTANCE OF 34.59 FEET; THENCE N.60°35'14"W., A DISTANCE OF 111.42 FEET; THENCE
N.11°11'18"W., A DISTANCE OF 30.61 FEET; THENCE N.17°25'29"W., A DISTANCE OF 13.23 FEET; THENCE N.21°34'52"E., A DISTANCE OF 27.20 FEET; THENCE N.20°08'26"E., A DISTANCE OF 29.18 FEET; THENCE N.22°42'58"E., A DISTANCE OF 29.56 FEET; THENCE N.11°36'31"E., A DISTANCE OF 25.40 FEET; THENCE N.24°10'14"E., A DISTANCE OF
22.68 FEET; THENCE N.28°38'37"E., A DISTANCE OF 25.35 FEET; THENCE N.25°55'11"E., A DISTANCE OF 26.12 FEET; THENCE N.18°24'14"E., A DISTANCE OF 51.19 FEET; THENCE N.09°08'13"E., A DISTANCE OF 45.21 FEET; THENCE N.03°06'58"E., A DISTANCE OF 39.17 FEET; THENCE N.04°51'46"W., A DISTANCE OF 66.75 FEET; THENCE
N.14°54'47"W., A DISTANCE OF 43.86 FEET; FEET TO THE INTERSECTION WITH THE NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 47 SOUTH RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.87°31'48"E., ALONG SAID NORTH LINE, A DISTANCE OF 2444.99 FEET TO THE NORTHEAST CORNER THEREOF; THENCE
S.04°58'39"E., ALONG THE EAST LINE OF SAID NORTHEAST 1/4, A DISTANCE OF 2688.80 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S.04°58'06"E., ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 17, A DISTANCE OF 2688.81 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S.03°47'43"E., ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20, A DISTANCE OF 2684.40 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S.03°47'39"E., ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 20, A DISTANCE OF 2684.72 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S.88°37'32"W., ALONG THE SOUTH LINE OF SAID SOUTHEAST 1/4 OF SECTION 20, A DISTANCE OF 2664.64 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE S.88°37'32"W., ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 20, A DISTANCE OF 2534.64 FEET; THENCE N.01°05'11"W., A DISTANCE OF 396.54 FEET; THENCE S.88°54'49"W., A DISTANCE OF 30.00 FEET; THENCE N.01°05'11"W., A DISTANCE OF 2715.54 FEET; THENCE N.08°27'02"E., A DISTANCE OF 187.67 FEET; THENCE N.60°09'56"E., A DISTANCE OF 87.92 FEET;
THENCE N.01°05'11"W., A DISTANCE OF 101.21 FEET; THENCE N.67°05'30"W., A DISTANCE OF 96.44 FEET TO THE POINT OF BEGINNING BEING AND LYING IN SECTIONS 17 AND 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA.
SUBJECT TO PERTINENT EASEMENTS, RIGHTS OF WAY, AND RESTRICTIONS OF RECORD, IF ANY, CONTAINING 38389662 SQUARE FEET OR 881.31 ACRES, MORE OR LESS.

NOTE
ALL INFORMATION PROVIDED IN THE LEGAL DESCRIPTION ABOVE HAS BEEN PREPARED BY ATWELL, LLC - SURVEY.	
EXHIBIT 2B: LEGAL DESCRIPTION CONT.	

	
PREPARED FOR:	 FLORIDA CERTIFICATE OF AUTHORIZATION #8636
17, 20, 29 47S	26E
PULTE HOME COMPANY, LLC	LEE COUNTY, FL
24311 WALDEN CENTER, SUITE 300	FILE NAME: 12025000104.dwg  JEREMY H. ARNOLD, P.E.
BONITA SPRINGS, FLORIDA 34134
SHEET:	5 OF 13  FL LICENSE NO. 66421
Page 62		

AMENDED AND RESTATED PHASE 1 MASTER SPECIAL ASSESSMENT METHODOLOGY REPORT
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

November 10, 2025

SPECIAL DISTRICT SERVICES, INC
2501A Burns Road
Palm Beach Gardens, Florida 33410 561-630-4922

INTRODUCTION
The Vivid Shores Community Development District (the “District”) is a local unit of special-purpose government located entirely within the City of Bonita Springs, Florida (the “City”). The District was established effective September 17, 2025, by Ordinance No. 25-11enacted by the City Council of the City to provide for the construction, and/or acquisition, financing, long-term administration and management of certain infrastructure of the Vivid Shores development (the “Development”), as defined below.
The District contains approximately 1,295 gross acres, 881.31+/- acres are planned for phase 1 with the following land uses:

Table 1 – Proposed Land Uses for Phase 1

Land Use Category	Unit	
SF - 52’	112 Dwelling units	
SF - 66’	188 Dwelling units	
SF - 76’	36 Dwelling units	
SF – 90+’	48 Dwelling units	

This Amended and Restated Phase 1 Master Special Assessment Methodology Report (the “Amended and Restated Master Phase 1 Report”), dated November 10, 2025 will provide the allocation of special assessments as it relates to the sale and issuance of proposed Special Assessment Bonds in one or more series (the “Bonds”) for the financing of public infrastructure improvements related to Phase 1 of the Development within in the District, including but not limited to the following: stormwater management infrastructure, roadway improvements, water distribution infrastructure, and sanitary sewer infrastructure (collectively, the “Phase 1 Project”). These infrastructure improvements will provide special benefit to all lands within the Phase 1 Assessment Area within in the District. Special benefit is a required determination in order to make use of the proceeds of any bonds issued by the District.

The improvements comprising the Phase 1 Project are described below and in the Phase 1 Engineer’s Report dated September 18, 2025 (the “ Phase 1 Engineer’s Report”), as may be amended and prepared by Atwell, LLC. (the “District’s Interim Engineer”). This Amended and Restated Master Phase 1 Report equitably allocates the costs being incurred by the District to provide the benefits of a portion of the Phase 1 Project financed by the Bonds to the developable lands within the District as identified herein on Exhibit A.

This Amended and Restated Master Phase 1 Report will equitably allocate the costs being incurred by the District to provide the Phase 1 Project to all of the assessable lands within the Phase 1 Assessment Area within the District. The implementation of the public improvements will convey special and peculiar benefits to the assessable properties within the Phase 1 Assessment Area within the District. The Bonds issued to finance the public improvements will be repaid through the levy of non-ad valorem special assessments on all assessable property within the Phase 1 Assessment Area within the District. The proceeds from the Bonds will only finance a portion of the Phase 1 Project although the special assessments securing the Bonds will be levied on all of the gross acres within the Phase 1 Assessment Area within in the District, and upon the platting of 384 dwelling units, as shown in Table C, the debt represented by the Bonds will be assigned to those units on a first platted, first assigned basis. Upon final platting and assignment of the 384 units and total ERUs shown in Table C, the remainder of the area will no longer be encumbered by the Phase 1 assessment lien.

PROJECTS TO BE FUNDED BY THE DISTRICT

The Phase 1 Project is comprised of an interrelated system of public infrastructure improvements which will serve and specially benefit all assessable lands within the Phase 1 Assessment Area within the District. The Phase 1 Project will serve all assessable lands within the Phase 1 Assessment Area within the District and the improvements will be interrelated such that they will reinforce one another. The total cost of the Phase 1 Project is currently estimated to be $47,351,084. A detail of the estimated Phase 1 Project costs for the development is included herein on Table A. The Bonds will be repaid through the levy of non-ad valorem special assessments on all assessable property within the Phase 1 Assessment Area within the District until fully assigned to the 384 units and total ERUs shown in Table C. The Phase 1 Project has been designed to be functional and confer special benefits to the landowners within the District. Any portion of the Phase 1 Project not financed through the issuance of Bonds will be paid for by Pulte Home Company, LLC, or its successors or assigns (herein the “Landowner”).
Construction and/or acquisition and maintenance obligations for the District’s proposed infrastructure improvements constituting the Phase 1 Project are described in the Engineer’s Report.

The construction costs for the Phase 1 Project identified in this Amended and Restated Master Phase 1 Report were provided by the District Engineer. Special District Services, Inc., as District Manager, makes no representation regarding the accuracy or validity of those costs and did not undertake any analysis or verification regarding such costs.
FUNDING OF IMPROVEMENTS
To defray the costs of construction and or acquisition of a portion of the Phase 1 Project, the District will impose non-ad valorem special assessments on all benefited real property within the Phase 1 Assessment Area within the District. These assessments are based on the special and peculiar benefits accruing to such property from the improvements comprising the Phase 1 Project financed by the Bonds. The use of non-ad valorem special assessments has an advantage in that the properties that receive the special benefits from the Phase 1 Project are the only properties that are obligated to pay for those facilities and services. Without these improvements, development of the property within the Phase 1 Assessment Area within the District would not be possible. The improvements, which will be funded through these special assessments, include only facilities which may be undertaken by a community development district under Chapter 190, F.S. This Amended and Restated Master Phase 1 Report is designed to meet the requirements of Chapters 170, 190 and 197, F.S.; and may be supplemented or amended from time to time.

In summary, special assessments may be levied: (1) for facilities which provide special benefits to property as distinct from general and incidental benefits, (2) only against property which receives that special benefit, (3) in proportion to the benefits received by the properties; and (4) according to fair and reasonable methods that the governing body of the jurisdiction determines. The special assessments placed upon various benefited properties within Phase 1 Assessment Area within the District must be sufficient to cover the debt service of the Bonds that will be issued for financing a portion of the Project.
Until all the land within the Phase 1 Assessment Area within the District has been platted and sold, the assessments on the portion of land that has not been platted and sold are not fixed and determinable. The reasons for this are (1) until the lands are platted, the number of developable acres within each tract against which the assessments are levied is not determined; (2) the lands are subject to re-plat, which may result in changes in development density and product type; and (3) until the lands are sold it is unclear of the timing of the absorptions. Only after the property has been platted and sold will the developable acreage be determined, the final plat be certain, the development density known and the product types confirmed.
ALLOCATION OF BENEFIT AND ASSESSMENTS
In developing the methodology used for special assessments within the Phase 1 Assessment Area within the District, two interrelated factors were used:
Allocation of Benefit: Each parcel of land, lot and/or unit within the Phase 1 Assessment Area within the District benefits from the construction and financing of the proposed improvements, represented by the Phase 1 Assessment Area Project.
Allocation of Cost/Debt: The special assessments imposed on each parcel of land, lot and/or unit within the Phase 1 Assessment Area within the District cannot exceed the value of the benefits provided to such parcel of land, lot and/or unit.
The planned improvements comprising the Phase 1 Project is an integrated system of facilities designed to provide benefits to the assessable property within the Phase 1 Assessment Area within the District as a whole. The Phase 1 Project is intended to work as a portion of the total system contained within the capital improvement program (the “CIP”) identified in the Vivid Shores Community Development District Master Engineer’s Report dated September 2025, which will provide special benefits for each unit type. The fair and reasonable method of allocating the benefit to each planned residential unit has been accomplished by assigning an equivalent residential unit (“ERU”) to each unit. Therefore, for the purpose of this Amended and Restated Master Phase 1 Report, each 52 foot single family residential unit will be assigned 1.04 ERU; each 66 foot single family residential unit is defined as 1.32 ERU; each 76 foot single family residential unit is defined as 1.52 ERU and each 90 foot single family residential unit is defined as 1.80 ERU. Accordingly, the Phase 1 Project benefits the units in these same proportions resulting in the special assessments being allocated to each 52 foot, 66 foot, 76 foot and 90 foot single family residential dwelling unit types in these proportions. The Phase 1 Project benefit allocation & the bond debt allocation are shown herein on Table C and Table D.
Given the approved land use plan and the type of infrastructure to be funded by the proposed special assessments, this method results in a fair allocation of benefits and an equitable allocation of costs for the Phase 1 Project. The special benefit received and applied to each planned parcel and/or residential

dwelling unit/lot as a result of the construction of public infrastructure improvements will exceed the cost of such units allocated to each parcel and/or unit/lot. However, if the future platting results in changes in land use or proportion of benefit per acre and/or unit type, this allocation methodology may not be applicable and it may be necessary for the District to revise the allocation methodology.
To the extent land is sold in bulk to a third party, prior to platting, then, the District will assign debt based upon the development rights conveyed based upon the ERU factors as shown herein.
COLLECTION OF SPECIAL ASSESSMENTS
The proposed special assessments for the District are planned to be collected through the Uniform Method of Collection described in Chapter 197, Section 197.3632; Florida Statutes (“F.S.”) for platted lots, or any other legal means available to the District.
Since there are costs associated with the collection of the special assessments (whether by uniform method of collection as authorized under Chapter 197.3632, F.S., or other methods allowed by Florida law), these costs must also be included in the special assessment levy. These costs generally include a 1% collection fee of the County Tax Collector, a 1% service fee of the County Property Appraiser and a 4% discount for early payment of taxes. However, actual collection costs may vary from year to year depending on agreements in place with the County Tax Collector and County Property Appraiser and any statutory changes. These previously described additional costs may be reflected by dividing the annual debt service and maintenance assessment amounts by a factor of 0.94. In the event the special assessments are direct billed, then, the collection costs and discounts may not apply.
FINANCING STRUCTURE
The estimated cost of construction for the Phase 1 Project is $47,351,084. The construction program and the costs associated with the District are identified herein on Table A.
A portion of the capital improvements comprising the Phase 1 Project is assumed to be financed by the Bonds which, when issued, will be payable from and secured by special assessments levied annually initially against all assessable properties within the Phase 1 Assessment Area within the District. Based on the current market conditions the total aggregate principal amount of the Bonds (approximately $57,500,000) for the District is shown herein on Table B. The proceeds of the Series Bonds will provide a maximum of approximately $47,351,084 for acquisition and/or construction related costs. The sizing of the Bonds is assumed to include a debt service reserve fund equal to 100% of the maximum annual debt service, a capitalized interest fund and issuance costs as shown herein on Table B.
MODIFICATIONS, REVISIONS AND TRUE-UP MECHANISM
Allocation of proposed costs and proposed debt, respectively shown herein on Table C and Table D, for the infrastructure improvements financed by the District for a portion of all costs of the Phase 1 Project (estimated at $47,351,084) will, upon platting, be assigned to 384 residential dwelling units projected to be constructed within the Phase 1 Assessment Area within the District and benefited by the infrastructure improvements comprising the Phase 1 Project. The estimated annual debt service assessments are shown herein on Table F. Based on a Bond size of approximately $57,500,000 at an assumed interest rate of 7.00% the estimated annual debt service on the Bonds will be approximately
$4,633,718 which has not been grossed up to include 1% Tax Collector fee and 1% County Property Appraiser fee.

To ensure that each residential unit is assessed no more than their pro-rata amount of the annual non-ad valorem assessments shown herein on Table F, the District will be required to perform a “True-Up” analysis, which requires a computation at the time of submission of each plat or re-plat to determine the potential remaining Equivalent Residential Units (ERU). The District shall, at the time a plat or re-plat is submitted to the County:

Assume that the total number of ERUs, within each parcel, utilized as a basis for this assessment methodology is as described in Table C (“Total Assessable ERUs).

Ascertain the number of assessable ERUs, within each parcel, in the proposed plat or re-plat and all prior plats (“Planned Assessable ERUs”).

Ascertain the current amount of potential remaining ERUs within each Parcel that has not yet been platted (“Remaining Assessable ERUs”).

If the Planned Assessable ERUs are equal to the Total Assessable ERUs, no action would be required at that time. However, if the sum of the Planned Assessable ERUs and the Remaining Assessable ERUs are less than the Total Assessable ERUs, the applicable landowner will be obligated by the District to remit to the District an amount of money sufficient to enable the District to retire an amount of Bonds, plus accrued interest, such that the amount of non-ad valorem assessments allocated to each Planned Assessable ERU does not exceed the amount of debt service that would have been allocated thereto, had the total number of Planned Assessable ERUs not changed from what is represented in Table C.

All assessments levied run with the land. A determination of a true-up payment shall be based on the terms and provisions of this Amended and Restated Master Phase 1 Report, any supplemental report and the applicable assessment resolutions. It is the responsibility of the landowner of record (other than end-users unaffiliated with the Landowner) to make any required true-up payments that are due. The District will not release any liens on the property for which true-up payments are due until provision for such payment has been satisfied.
PRELIMINARY ASSESSMENT ROLL
When fully developed, the current Phase 1 site plan for the District will include the land uses in Table 1.
ADDITIONAL STIPULATIONS
Certain financing, development, and engineering data was provided by members of District staff, consultants and/or the Landowner. The allocation methodology described herein was based on information provided by those professionals. Special District Services, Inc. makes no representations regarding said information beyond restatement of the factual information necessary for compilation of this report.

Special District Services, Inc. does not represent the Vivid Shores Community Development District as a Municipal Advisor or Securities Broker nor is Special District Services, Inc. registered to provide such services as described in Section 15B of the Securities and Exchange Act of 1934, as amended. Similarly, Special District Services, Inc. does not provide the Vivid Shores Community Development District with financial advisory services or offer investment advice in any form.

TABLE A PROJECT COST ESTIMATES
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

TOTAL

$

10,322,825

EARTHWORK FOR STORMWATER MANAGEMENT

$

6,122,875

STORMWATER MANAGEMENT SYSTEMS

$

2,560,260

POTABLE WATER SYSTEMS

$

5,478,800

SANITARY SEWER SYSTEMS

$

648,300

PERIMETER WALLS*

$

762,750

PERIMETER LANDSCAPING

$

574,170

ON-SITE WETLAND CONSERVATION

$

12,774,560

OFF-SITE ROAD IMPROVEMENTS

$

3,801,900

PROFESSIONAL SERVICES & PERMIT FEES

$

4,304,644

CONTINGENCY COSTS

$

47,351,084

TOTAL

*For sound abatement and entrance features

TABLE B BOND SIZING
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

BOND SIZING

Par Amount*	$	57,500,000	*	
			
Debt Service Reserve Fund (DSRF)	$	(4,633,718)		
			
Capitalized Interest	$	(4,025,000)		
			
Issuance Costs	$	(1,490,198)		
			
Construction Funds	$	47,351,084		
			
Bond Interest Rate	7.00%		
			
Principal Amortization Period (Years)	30		
*Subject to change at final bond pricing			

TABLE C ALLOCATION OF PROJECT COSTS
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

Product	Number of Units
by Type	
ERU Factor	
Total ERUs	Project Cost Allocation Per Type	Project Cost
Allocation Per Unit*	
52'	112	1.04	116.48	$	10,905,280	$	97,369	
66'	188	1.32	248.16	$	23,233,638	$	123,583	
76'	36	1.52	54.72	$	5,123,085	$	142,308	
90+'	48	1.80	86.40	$	8,089,081	$	168,523	
TOTAL	384	N/A	505.76	$	47,351,084	N/A	

TABLE D ALLOCATION OF BOND DEBT
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

Product	Number of Units
by Type	
ERU Factor	
Total ERUs	Bond Debt Allocation Per Unit
Type*	Bond Debt
Allocation Per Unit*	
52'	112	1.04	116.48	$	13,242,645	$	118,238	
66'	188	1.32	248.16	$	28,213,382	$	150,071	
76'	36	1.52	54.72	$	6,221,133	$	172,809	
90+'	48	1.80	86.40	$	9,822,841	$	204,643	
TOTAL	384	N/A	505.76	$	57,500,000	N/A	
*Rounded

TABLE E

CALCULATION OF ANNUAL DEBT SERVICE

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

2025 Series
Bond Debt

1  Maximum Annual Debt Service	$	4,633,718.20		
			
2  Maximum Annual Debt Service Assessment to be Collected	$	4,929,487.45	*	
			
3  Total Number of Gross Acres (Assessment Area One)	881.31		
			
4  Maximum Annual Debt Service per Gross Acr	$5,593.36		
			
5  Total Number of Residential Units Planned	384		
			
6  Maximum Annual Debt Service per Unit Type	See Table F		

*Grossed up to include 1% collection fee of the County Tax Collector, 1% service fee of the County Property Appraiser and 4% for early payment of taxes. Actual amounts may be adjusted to reflect actual County collection costs.

TABLE F

ALLOCATION OF DEBT SERVICE ASSESSMENTS

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

Product	Number of Units	by Type	
ERU Factor*	
Total ERUs*	**Maximum Annual Debt Assessment Per
Unit Type*	**Maximum Annual Debt Assessment Per
Unit *	
52'	112	1.04	116.48	$	1,135,294.80	$	10,136.56	
66'	188	1.32	248.16	$	2,418,739.33	$	12,865.63	
76'	36	1.52	54.72	$	533,339.04	$	14,814.97	
90+'	48	1.80	86.40	$	842,114.27	$	17,544.05	
TOTAL	384	N/A	505.76	$	4,929,487.45	N/A	
*Rounded
**Grossed up to include 1% collection fee of the County Tax Collector, 1% service fee of the County Property Appraiser and 4% for early payment of taxes. Actual amounts may be adjusted to reflect actual County collection costs.

Folio ID#'s and/or Parcel Plat Description	Developable Acreage by Parcel	**Maximum Annual Debt Assessment Per
Acre*	
Par Debt Per Acre	
Total Par Debt	
See Exhibit A	881	$	5,593.36	$	65,243.78	$	57,500,000	
TOTALS		N/A	N/A	$	57,500,000	
*Rounded
**Grossed up to include 1% collection fee of the County Tax Collector, 1% service fee of the County Property Appraiser and 4% for early payment of taxes. Actual amounts may be adjusted to reflect actual County collection costs.

b:\Projects\1202-500 (bonita grande mine) rpd cdd establishment\drawings-exhibits\1202-500-01 cdd exhibits\current plans\12025000106.dwg

Exhibit "A"

NORTH

SCALE: 1" = 1,500'

LEGEND

VIVID SHORES CDD BOUNDARY

PROPOSED LAKE PRESERVE AREA
SINGLE FAMILY TRACTS AMENITY AREA
PHASE 1 BOUNDARY

PHASE 2 BOUNDARY

PHASE 3 BOUNDARY	
EXHIBIT 4: PROPOSED DEVELOPMENT PLAN		
PREPARED FOR:	FLORIDA CERTIFICATE OF AUTHORIZATION #8636
17, 20, 29 47S	26E
PULTE HOME COMPANY, LLC	LEE COUNTY, FL
24311 WALDEN CENTER, SUITE 300	FILE NAME: 12025000106.dwg  JEREMY H. ARNOLD, P.E.
BONITA SPRINGS, FLORIDA 34134
SHEET:	7 OF 13  FL LICENSE NO. 66421
Page 75		

EXHIBIT "A"

LEGAL DESCRlPTION OF THE PROPERTY

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHJP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORJDA; TIIBNCE N.0 l005'35"W., ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED 1N OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLrC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 3481.93 FEET THENCE N.88°54'51"E., A DISTANCE OF 117.31 FEET; THENCE S.67°05'30"E., A DISTANCE OF 3.47 FEET TO THE POINT OF BEGINNlNG, SAID POINT LYING ON A CURVE TO THE RJGHT, HAV1NG A RADIUS OF
188.74 FEET AND A CHORD WHICH BEARS N.36°16'09"E. 177.35 FEET; TIIENCE NORTHEASTERLY ALONG TI-IB ARC OF SAID CURVE. THROUGH A CENTRAL ANGLE OF 56°02'44", A DISTANCE OF 184.62 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVJNO A RADIUS OF 354.90 FEET, A CHORD WHICH BEARS N.36°08'05"E. 272.27 FEET, AND A CENTRAL ANGLE OF 45°06'44"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 279.44 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO TIIE RIGHT HAVING A RADIDS OF 53.39 FEET, A CHORD WHICH BEARS N.36°46'47"E. 66.45 FEET, AND A CENTRAL ANGLE OF 76°57'48''; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 7l.72 FEET TO THE BEGINNJNG OF A NON-TANGENT CURVE TO THE RlGHT HAVING A RADIUS OF 91.67 FEET, A CHORD WHICH BEARS S.75°39'40"E. 87.85 FEET, AND A CENTRAL ANGLE OF 57°15'38"; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 91.62· FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADTIJS OF 295.10 FEET, A CHORD WHICH BEARS S.36°01'45''E. 53.96 FEET, AND A CENTRAL ANGLE OF 10°29'30"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DfSTANCE OF 54.04 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 87.24 FEET, A CHORD WHICH BEARS S.63°20'22"E. 58.66 FEET, AND A CENTRAL ANGLE OF 39°17'1911; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 59.82 FEET TO THE BEGINNJNG OF A NON-TANGENT CURVE TO THE RJGIIT HAVING A RADIUS OF
128.93 FEET, A CHORD WHICH BEARS S.47°43'13"E. 103.18 FEET, AND A CENTRAL ANGLE OF
47°10'24"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
106.15 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 65.00 FEET, A CHORD WHICH BEARS S.07°48'06"W. 68.76 FEET, AND A CENTRAL ANGLE OF 63°52'13"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 72.46 FEET; THENCE N.86°37'05"E., A DISTANCE OF 67.35 FEET; THENCE N.51°06'02"E., A DISTANCE OF 71.29 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1011.21 FEET, A CHORD WHICH BEARS N.40°34'291'W.
59.12 FEET, AND A CENTRAL ANGLE OF 03°21'02"; THENCE NORTHWESTERLY ALONG THE ARC OF SA1D CURVE, A DISTANCE OF 59.13 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT HAVING A RADWS OF 50.00 FEET, A CHORD WI-IlCH BEARS N.21°0l'l2"E. 89.31 FEET, AND A CENTRAL ANGLE OF 126°32'24"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 110.43 FEET TO THE PO£NT OF REVERSE CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 205.00 FEET, A CHORD WHICH BEARS N.24°37'34"E. 353.86 FEET AND A CENTRAL ANGLE OF 119°19'40"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 426,95 FEET; THENCE N.35°02'16"W:, A DISTANCE OF 56.71 FEET; THENCE N.53°00'49"W., A DISTANCE OF 82.95 FEET; THENCE  N.23°47'24"E., A  DISTANCE  OF  111.94 FEET; THENCE  N.63°36'46"W.,  A

'l

DISTANCE OF 34.59 FEET; THENCE N.68°08'59"W., A DISTANCE OF 50.77 FEET; THENCE N.51°21'27"W. A DISTANCE OF 42.38 FEET; THENCE N.55°09'39"W., A DISTANCE OF 28.55 FEET THENCE N.39°16'5l"W., A DlSTANCE OF 19.17 FEET; THENCE N.l8°ll'00"W., A DlSTANCE OF 235.59 FEET; THENCE N.3l059'17"W., A DISTANCE OF 41.38 FEET; THENCE N.45°08'35"W., A DISTANCE OF 80.13 FEET; THENCE N.51°52'4l"W., A DISTANCE OF 244.65 FEET; THENCE N.62°47'08"W., A DISTANCE OF 32.93 FEET; THENCE N.54°54'2111W., A DISTANCE OF 39.01 FEET; THENCE N.55°04'20"W., A DISTANCE OF 71.87 FEET; THENCE N.57°57'04"W., A DISTANCE OF 31.70 FEET; THENCE N.44°02'1 l ''W. A DISTAl'-ICE OF 36.73 FEET; THENCE N.14°03'07"W.� A DISTANCE OF 54.60 FEET; THENCE N.00°35'56"E., A DISTANCE OF 139.24 FEET; THENCE N,04°38'16"E., A DISTANCE OF 82.92 FEET; THENCE N.88°03'57''E., A DISTANCE OF 87.67 FEET; THENCE N.03°15'43"E., A DISTANCE OF 772.89 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF
132.00 FEET, A CHORD WHICH BEARS N.07°37'0911E. 20.06 FEET, AND A CENTRAL ANGLE OF
08°42'52"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 20.08 FEET; THENCE N.11°58'58"E., A DISTANCE OF 587.10 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIDS OF 747.00 FEET, A CHORD WHICH BEARS N.02°22'46"E. 249.24 FEET, AND A CENTRAL ANGLE OF 19°12'25"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 250.41 FEET; THENCE N.07°13'27"W., A DISTANCE OF 71,29 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD WHICH BEARS N.43°57'59''E. 77.92 FEET, AND A CENTRAL ANGLE OF 102°22'52'\ THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 89.34 FEET; THENCE N.38°37'27"W., A DISTANCE OF 60.72 FEET; THENCE N.06°25'15''W., A D£STANCE OF 81.20 FEET; TIIENCE N.20°29'27"E., A DISTANCE OF
69.87 FEET; THENCE N.41°23'56"E., A DISTANCE OF 66.92 FEET; THENCE N.50°43'14"E., A
DISTANCE OF 76.86 FEET; THENCE N.54°15'05"E., A DISTANCE OF 67.66 FEET; THENCE N.76°53'55"E., A DISTANCE OF 60.07 FEET; THENCE S.80°13'08"E., A DISTANCE OF 64.1 l FEET; THENCE S.73°38'18"E., A DISTANCE OF 77.12 FEET; THENCE S.71°01'47"E., A DISTANCE OF
66.80 FEET; THENCE S.82°59'27"E., A DISTANCE OF 74.57 FEET; THENCE S.87°23'42''£., A DISTANCE OF 81.33 FEET; THENCE N.84°21'28"E., A DISTANCE OF 145.16 FEET; THENCE N.81° L3'46"E., A DISTANCE OF 82.22 FEET; THENCE S.89°56'14"E., A DISTANCE OF 8 l.25 FEET; THENCE S.87°08'S0''E., A DISTANCE OF 74.11 FEET; THENCE S.85°02'34"E., A DISTANCE OF
126.84 FEET; THENCE S.70°34'12"E., A DISTANCE OF 103.34 FEET; THENCE S.31°58'03"E., A DISTANCE OF 52.40 FEET; THENCE N.59°20'36"E., A DISTANCE OF 175.01 FEET; THENCE N.89°23'21"E., A DISTANCE OF 743.60 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 300.00 FEET, A CHORD WHICH BEARS S.S1°33'26''E. 378.03 FEET, AND A CENTRAL ANGLE OF 78°06'25"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 408.97 FEET; THENCE S. l2°30'14"E., A DISTANCE OF 155.57 FEET TO TifE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 1780.00 FEET, A CHORD WHICH BEARS S. l 8°1612611E. 357.91 FEET, AND A CENTRAL ANGLE OF 11°32'25"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE,ADISTANCE OF 358.52 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET A CHORD WIIlCH BEARS S.20°13'17"W. 69.80 FEET, AND A CENTRAL ANGLE OF 88°31'51"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 77.26 FEET; THENCE S.64°29'12"W., A DISTANCE OF 86.85 FEET; THENCE S.44°17'49"£., A DISTANCE OF 3.36 FEET THENCE S.20°13'08"£., A DISTANCE OF 17.33 FEET; THENCE S.11°24'12"E., A DISTANCE OF 16.18 FEET; THENCE S.05°3214S"E., A DISTANCE OF 2L68 FEET;' THENCE S.08°50'36"W., A DISTANCE OF 14.74 FEET; THENCE S.22°08'57"W., A DISTANCE OF

,t

14.88 FEET; THENCE S.l4°07'27''W., A DISTANCE OF 18.95 FEET; THENCE S.17°55'03°W., A DISTANCE OF 17.ll FEET; TIIENCE S.16°32'57"W., A DISTANCE OF 15.97 FEET; THENCE S.06°09'39"W., A DISTANCE OF 14.90 FEET; THENCE S,l5°10'09"W, A DISTANCE OF 25.41 FEET; THENCE S.28°02'03"W., A DISTANCE OF 30.15 FEET; THENCE S.33°42'53''W., A DISTANCE OF l 7.39 FEET; THENCE S.36°49'25"W., A DISTANCE OF 12.65 FEET; THENCE S.39°41'32"W., A DISTANCE OF 10.87 FEET; THENCE S.47°36'28"W,, A DISTANCE OF 8.10 FEET; THENCE S.53°28'35"W., A DlSTANCE OF 9.54 FEET; THENCE S.55°33'39"W., A DISTANCE OF 12.38 FEET; THENCE S.54°18'37"W., A DISTANCE OF l8.20 FEET; THENCE S.56°23'55''W., A DISTANCE OF l l.07 FEET; THENCE S.63°29'55"W., A DISTANCE OF 12.98 FEET; THENCE S.73°33'46"W., A DISTANCE OF 6.83 FEET; THENCE S.87°27'10"W., A DISTANCE OF 11.31 FEET; THENCE N.81°17'17"W., A DISTANCE OF 12.12 FEET; THENCE N.77°13'46"W., A DISTANCE OF 12.35 FEET; THENCE N.74°3 l'40"W., A DISTANCE OF 14.35 FEET; THENCE N.72°49'30''W., A DISTANCE OF 11.50 FEET; THENCE N.76°56'05"W., A DISTANCE OF 14.52 FEET; THENCE N.87°12'21"W., A DISTANCE OF 16.18 FEET; THENCE S.70°32'5l"W., A DISTANCE OF 81.75 FEET; TI-IBNCE S.62°24'17"W. A DISTANCE OF 61.07 FEET; THENCE S.44°43'33"W., A DISTANCE OF 71.91 FEET; THENCE S.44°53'4l"W., A DISTANCE OF 8.58 FEET; THENCE S.51°19'38"W., A DISTANCE OF 10.32 FEET; THENCE S.52°06'53"W., A DISTANCE OF 5.93 FEET; TFIBNCE S.13°56'59"E., A DISTANCE Of 25.08 _FEET; THENCE S.49°28'04"E., A DISTANCE OF
70.91 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF
56.00 FEET, A CHORD WHICH BEARS S.67°33'll"E. 34.77 FEET, AND A CENTRAL ANGLE OF
36°10'13"; THENCE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 35.35 FEET; THENCE S.85°38'18"E., A DISTANCE OF 166.50 FEET; THENCE S.78°00'59"E., A DISTANCE OF 118.44 FEET; THENCE S.60°42•47"E., A DISTANCE OF 23.02 FEET; THENCE S.45°2 l'29"E., A DISTANCE OF 15.64 FEET; THENCE S.34°43'30"E., A DISTANCE OF 3 l.53 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 56.00 FEET, A CHORD WIDCH BEARS S.49°26'56"E. 57.45 FEET, AND A CENTRAL ANGLE OF 61°43'11"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
60.32 FEET; THENCE S.80°18'3l"E., A DISTANCE OF 18.69 FEET; THENCE S.81°28'30'1E., A DISTANCE OF 25.59 FEET; THENCE S.79°21'40"E., A DISTANCE OF 6.70 FEET; THENCE N.36°23'57"E., A DISTANCE OF 17.08 FEET; THENCE N.06°47'29"W, A DISTANCE OF 33.00 FEET; THENCE N.62°35'52"E., A DISTANCE OF 23.79 FEET; THENCE N.20°17'55"E., A DISTANCE OF
13.95 FEET; THENCE N.26"49'20"E., A DISTANCE OF 37.93 FEET; THENCE N.50°39'16"E., A DISTANCE OF 35.17 FEET; THENCE N.53°14'39"E., A DISTANCE OF 13.24 FEET; THENCE S.78°23'3S"E.,A DISTANCE OF 15.89 FEET; THENCE N.78°15'l8"E., A DISTANCE OF 21.37 FEET; THENCE N.51°2511l"E., A DISTANCE OF 7.00 FEET; THENCE N.22°11'17"E., A DISTANCE OF
25.51 FEET; THENCE N.57°28'44"W., A DISTANCE OF 30.70 FEET; THENCE N.18°25'12"E., A DISTANCE OF 15.89 FEET; THENCE N.33°59'59"E., A DISTANCE OF 21.08 FEET; THENCE S.87°49'13"E., A DISTANCE OF 28.30 FEET; TFIBNCE S..74°03'58"E., A DISTANCE OF 33.30 FEET; THENCE S.53°04'33"E., A DISTANCE OF 116.76 FEET; THENCE S.77°34'30"E., A DISTANCE OF
45.16 FEET THENCE S.00°39'11"W., A DISTANCE OF 103.97 FEET; THENCE S.03°41'07"£., A DISTANCE OF 76.45 FEET; THENCE S.33°41'30"W., A DISTANCE OF 29.85 FEET; TIIENCE
S. l8°25'27"W. A DISTANCE OF 32.68 FEET; THENCE S.30°43'29"W., A DISTANCE OF 13.31 FEET; THENCE S.47°11'30''E., A DISTANCE OF 2.52 FEET; THENCE S.44°44'38"£., A DISTANCE OF
21.73 FEET; THENCE S.70°l5'30"E., A DISTANCE OF 59.55 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD WHICH BEARS S.38°56'19"E. 51.98 FEET, AND A CENTRAL ANGLE OF 62°38'21"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 54.66 FEET; THENCE S.07°37'09"E., A

C

DISTANCE OF 350.03 FEET; THENCE S.00°02'49"E., A DISTANCE OF 97.01 FEET; THENCE S.85°02'25"E. A DISTANCE OF 156.67 FEET; THENCE S.0l044'12"W., A DISTANCE OF 28.80 FEET; THENCE S.32°45'57"E., A DISTANCE OF 95.55 FEET; 11-IBNCE N.89°16'24"E., A DISTANCE OF 143.19 FEET; THENCE N.00°02'49"W., A DISTANCE OF 225.24FEET; THENCE N.ll017'22"W., A DISTANCE OF 51.51 FEET; THENCE S.89°57'29"E., A DlSTANCE OF 126.73 FEET; THENCE N.59°01'51"W., A DISTANCE OF 28.48 FEET; THENCE N.59°56'54"W., A DISTANCE OF 39.60 FEET; THENCE N.57°37'07"W:, A DISTANCE OF 40.42 FEET; THENCE N.08°0l'39"W., A DISTANCE OF 39.39 FEET; THENCE N.09°1l'02"W., A DISTANCE OF 64.39 FEET; THENCE N.07°07'29"W., A DISTANCE OF 65.87 FEET; THENCE N.08°47'20"W., A DISTANCE OF 37.39 FEET; THENCE N.02°49'10"W, A DISTANCE OF 69.55 FEET; THENCE N.08°08'23t1W., A DISTANCE OF 326.65 FEET; 11-IENCE N.07°20'5l"E., A DISTANCE OF 24.54 FEET; THENCE N.15°43'57"E., A DISTANCE OF 31.58 FEET; TI::IENCE N.29°31'03"E., A DISTANCE OF 155.37 FEET; THENCE N.31°00'38"W., A DISTANCE OF 84.41 FEET; THENCE N.06°34'28"W., A DISTANCE OF 28.13 FEET; THENCE N.00°06'28"E., A DISTANCE OF 39.22 FEET; THENCE N.16°10'37"W,, A DISTANCE OF 42.90 FEET; THENCE N.30°06'55"W., A DISTANCE OF 32.87 FEET; THENCE N.33°04'26"W., A DISTANCE OF 22.15 FEET; THENCE N.27°04'06"W., A DISTANCE OF 16.43 FEET; THENCE N.23°05'49"W., A DrSTANCE OF 21.67 FEET; THENCE N.24?55'42"W., A DISTANCE OF 41.80 FEET; THENCE N.21°50'19"W., A DISTANCE OF 28.65 FEET; THENCE N.17°51'19"W., A DISTANCE OF 33.13 FEET; THENCE N.l4°16'3l"W., A DISTANCE OF 22.95 FEET; THENCE N.l3°13'26"W., A DISTANCE OF 65.06 FEET; THENCE N.04°08'29"E., A DISTANCE OF 12.01 FEET; THENCE N.15°04'43"E., A DISTANCE OF 49.35 FEET; THENCE N.02°05'42"E., A DISTANCE OF 43.88 FEET; THENCE N.07°59'38''W., A DISTANCE OF
44.05 FEET; THENCE N.l4°26'05''W., A DISTANCE OF 42.83 FEET; THENCE N.16°43'10"W., A
DISTANCE OF 75.79 FEET; THENCE N.21°59'28"W., A DISTANCE OF 228.97 FEET; THENCE N.16°17'19"W., A DISTANCE OF 51.30 FEET; TIIENCE N.21°42'19"W., A DISTANCE OF 45.09 FEET; THENCE N.20°20'57"W., A DISTANCE OF 22.39 FEET; THENCE N. l 5°08'55"W., A DTSTANCE OF 17.84 FEET; THENCE N.20°57'05"W., A DISTANCE OF 27.42 FEET; THENCE N.26°36149''W., A DISTANCE OF 20.65 FEET; THENCE N.27°22'2411W., A DISTANCE OF 24.38 FEET; THENCE N.20°58'03"W., A DISTANCE OF 19.07 FEET; THENCE N.12°25'00''W., A DISTANCE OF 52.63 FEET; THENCE N.l8°37'3311W., A DISTANCE OF 51.06 FEET; THENCE N.18°04'04"W., A DISTANCE OF 38.53 FEET; THENCE N.06°52'08''W., A DISTANCE OF 27.52 FEET; THENCE N.04°33'l6"W., A DISTANCE OF 46.16 FEET; THENCE N.16°11'08"W., A DISTANCE OF 44,26 FEET; THENCE N.34°24'27"W., A DISTANCE OF 42.67 FEET; THENCE N.40°09'45"W., A DISTANCE OF 35.22 FEET; THENCE N.40°01'42''W., A DISTANCE OF 31.79 FEET; THENCE N.39°47'3l"W., A DISTANCE OF 23.05 FEET; THENCE N.40°58'10"W., A DISTANCE OF 136.66 FEET; Tl-IBNCE N.07°11'0311W., A DISTANCE OF 31.42 FEET; THENCE N.04°54'54"E., A DISTANCE OF 31.26 FEET; THENCE N.31°11'45"E., A DISTANCE OF 50.33 FEET; TIIENCE N.34°14'5J"E., A DISTANCE OF 61.74 FEET; THENCE N.42°441ll 11E., A DISTANCE OF
83.05 FEET; THENCE N.61°34'40"E., A DISTANCE OF 61.30 FEET; THENCE N.62°48'42"E., A DISTANCE OF 86.02 FEET; THENCE N.45°54'32"E., A DISTANCE OF 45.76 FEET; THENCE N.29°49'43"E., A DISTANCE OF 48.51 FEET; THENCE N.25°30'04"E. A DISTANCE OF 72.06 FEET; THENCE N.19°29'13"E. A DISTANCE OF 93.40 FEET; THENCE N.20°39'16"E., A DISTANCE OF
59.71 FEET; THENCE N.15°48'00"E., A DISTANCE OF 68.61 FEET; THENCE N.07°05'40"E., A DISTANCE OF 94.79 FEET; THENCE N.14°27'48"E., A DISTANCE OF 76.73 FEET; THENCE N.41°l3'24"E., A DISTANCE OF 130.21 FEET; THENCE N.45°22'02"E., A DISTANCE OF 145.44 FEET; TIIBNCE N.45°02'07"E., A DISTANCE OF 77.05 FEET; THENCEN.52°58'16"B., A DISTANCE OF I l l.78 FEET; THENCE N.58°29'42"E., A DISTANCE OF 105,0S FEET; THENCE N.48°17'04"E., A

DISTANCE OF 150.91 FEET; THENCE N.31°51'47"E., A DISTANCE OF 62.30 FEET; THENCE N.23°09'22"E., A DISTANCE OF 64.87 FEET; THENCE N.07°36'36"E.,ADISTANCE OF 49.57 FEET; THENCE N.l3°40'15"W., A DISTANCE OF 54.92 FEET; THENCE N.20°47'17"W., A DISTANCE OF
53.81 FEET; THENCE N.23°01'56"W., A DISTANCE OF 95.21 FEET; THENCE N.28°41'25"W., A DISTANCE OF 114.55 FEET; THENCE N.43°36'00"W., A DISTANCE OF 60.71 FEET; THENCE CONTINUE NORTHWESTERLY ALONG SAID UNE, A DISTANCE OF 60.70 FEET; THENCE N.49°16'23"W., A DISTANCE OF 55.59 FEET; TIIBNCE N.58°33'02"W., A DISTANCE OF 54.33 FEET; TIIBNCE N.65°06'1l "W., A DISTANCE OF 26.87 FEET; THENCE CONTINUE NORTHWESTERLY ALONG SAID LINE, A DISTANCE OF 26.87 FEET; THENCE N,69°41'10''W,,A DISTANCE OF 24.45 FEET; THENCE CONTINUE WESTERLY ALONG SAID LINE, A DISTANCE OF 24.45 FEET; THENCE N.78°14'14"W., A DISTANCE OF 21.02 FEET; THENCE N.81°19'4l"W., A DISTANCE OF 48.77 FEET; THENCE N.87°16'40"W., A DISTANCE OF 69.86 FEET; THENCE S.85°57'29''W., A DISTANCE OF 82.80 FEET; THENCE S.85°25'10"W., A DISTANCE OF 532.17 FEET; THENCE N.78°42'35"W., A DISTANCE OF 119.59 FEET; THENCE N.73°40'49"W., A DISTANCE OF 56.77 FEET; TIIBNCE N.51°58'40"W., A DISTANCE OF 43.89 FEET; THENCE N.38°57'19"W., A DISTANCE Of 142.27 FEET; TIIENCE N.28°29143"W., A DISTANCE OF 39.73 FEET; THENCE N.24°04'30"W., A DISTANCE OF 56.64 FEET; THENCE CONTINUE NORTHWESTERLY ALONG SAID LINE, ADISTANCE OF 32.54 FEET; THENCE N.29°I8'20"W., A DISTANCE OF 44.85 FEET; THENCE N.38°34'27"W., A DISTANCE OF 34.65 FEET; THENCE N.45°l8'2311W., A DISTANCE OF 23.13 FEET; THENCE N.50°36'54"W,, A DISTANCE OF 22,44 FEET; THENCE N.55°20'24"W., A DISTANCE OF 18.12 FEET; THENCE N.60°42'13"W., A DISTA.i'\fCE OF 27.91 FEET; THENCE N.65°50'38"W., A DISTANCE OF 16.21 FEB'T; THENCE N.71°16'25"W., A DISTANCE OF 30.40 FEET; THENCE N.77°50'45"W,, A DISTANCE OF 26.01 FEET; THENCE N.83°13'00"W., A DISTANCE OF 20,09 FEET; THENCE N.88°11'32"W., A DISTANCE OF 22.62 FEET; THENCE S.89°11'45"W., A DISTANCE OF 89.42 FEET; THENCE S.89°10'23"W., A DISTANCE OF 65.20 FEET; THENCE S.89°10'08"W., A DISTANCE OF 114.80
FEET; THENCE S.89°11'02"W., A DISTANCE OF 109.70 FEET; THENCE N.84°22'18"W., A DISTANCE OF 28.97 FEET; THENCE N.74°5l'52"W., A DISTANCE OF 34.59 FEET; THENCE N.60°35'14''W., A DISTANCE OF lll.42 FEET; THENCE N.11°11'18"W., A DISTANCE OF 30.61 FEET; THENCE N.17°25'29"W., A DISTANCE OF 13.23 FEET; THENCE N.21°34'52"E., A DISTANCE OF 27.20 FEET; THENCE N.20°08'26"E., A DISTANCE OF 29.18 FEET; THENCE N.22°42'58"E., A DISTANCE OF 29.56 FEET; THENCE N.ll036'31"E., A DISTANCE OF 25.40 FEET; THENCE N.24°10'14''E., A DISTANCE OF 22.68 FEET; THENCE N.28°38'37''E., A DISTANCE OF
25.35 FEET; THENCE N.25°55'11"E., A DISTANCE OF 26.12 FEET; THENCE N.18°24'14"£., A DISTANCE OF 51.19 FEET; THENCE N.09°08'13"E., A DISTANCE OF 45.21 FEET; THENCE N.03°06'58"£.,ADISTANCBOF 39.17 FEET; THENCE N.04°51'46"W.,ADISTANCEOF 66.75 FEET; THENCE N.14°54'47"W., A D[STANCE OF 43.86 FEET; FEET TO THE INTERSECTION WITH THE NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSJ-IlP 47 SOUTH RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.87°31'48"E., ALONG SAID NORTH LINE, A DISTANCE OF 2444.99 FEET TO THE NORTHEAST CORNER THEREOF; THENCE S.04°58'39"E., ALONG THE EAST LINE OF SAID NORTHEAST 1/4, A DISTANCE OF 2688.80 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S.04°58'06"E., ALONG Tiffi EAST LlNE OF THE SOUTHEAST 1/4 OF SAID SECTION 17, A DISTANCE OF 2688.81 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S.03°47'43"E., ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 20, A DISTANCE OF 2684.40 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S.03°47'3911E., ALONG THE EAST UNE OF THE SOUTHEAST 1/4 OF SAID SECT[ON 20, A DISTANCE OF 2684.72 FEET TO THE SOUTHEAST CORNER THEREOF;

"'l

THENCE S.88°37'32"W., ALONG Tfffi SOUTH LINE OF SAID SOUTHEAST 1/4 OF SECTION 20, A DISTANCE OF 2664.64 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE S.88°37'32"W., ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 20, A DISTANCE OF 2534.64 FEET; THENCE N.01°05'11"W., A DISTANCE OF 396.54 FEET; THENCE S.88°54'49"W., A DISTANCE OF 30.00 FEET; THENCE N.01°05'11''W. A DISTANCE OF 2715.54 FEET; THENCE N.08°27'02"E., A DISTANCE OF 187.67 FEET; THENCE N.60°09'56"B., A DISTANCE OF 87.92 FEET; THENCE N.01°05'lluW., A DISTANCE OF 101.21 FEET; THENCE N.67°05'30"W., A DISTANCE OF 96.44 FEET TO THE POINT OF BEGINNING BEING AND LYING IN SECTIONS 17 AND 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA.

LESS AND EXCEPTING THEREFROM TIIE FOLLOWING:

PARCEL l:

LEGAL DESCRIPTION (LOTS 30-61)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.0 I 005'35"W. ALONG AN AGREED UPON LlNE AS DESCRIBED AND RECORDED 1N OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 444.97 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88°54'25" E., A DISTANCE OF 334.41 FEET TO THE POINT OF BEGINNING; THENCE N.0l018'29"W., A DISTANCE OF 110.15 FEET; TIIBNCE.ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 08°02'27", A RADIUS OF 833.22 FEET, A LONG CHORD THAT BEARS N.02°42'45"8., 116.84 FEET, AN ARC DISTANCE OF 116.93 FEET; THENCE N.06°47'12"E., A DISTANCE OF 165.81 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 14°54'05'1, A RADIUS OF 275.00 FEET, A LONG CHORD THAT BEARS N.00°39'50"W., 71.32 FEET, AN ARC DISTANCE OF 71.52 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 12°34'45'', A RADIUS OF 856.00 FEET, A LONG CHORD THAT BEARS N.0l049'30"W.,  187.56 FEET,AN ARC DISTANCE OF 187.93 FEET; THENCE N.04°27'52"E., A DISTANCE OF 185.70 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING ADELTAOF l l003113",ARADIUS OF 44.00 FEET,ALONG CHORD THAT BEARS N.0l003'45"W.,
8.48 FEET, AN ARC DISTANCE OF 8.49 FEET; THENCE N.06°35'2l"W., A DISTANCE OF 98.40 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 22°34'48", A RADIUS OF
90.00 FEET, A LONG CHORD THAT BEARS N.17°52'45"W., 35.24 FEET, AN ARC DISTANCE OF
35.47 FEET; THENCE N.29°10'09"W., A DISTANCE OF 78.72 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 13°42'16", A RADIUS OF 910.00 FEET, ALONG CHORD THAT BEARS N.22°19'0l"W., 217.14 FEET,AN ARC DISTANCE OF 217.66 FEET; THENCE N.02°12'28"W., A DISTANCE OF 73.54 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 09°05'08", A RADWS OF 896.00 FEET, A LONG CHORD THAT BEARS N.06°20'2511W., 141.93 FEET, AN ARC DISTANCE OF 142.08 FEET; THENCE N.88°12'0911E., A DISTANCE OF 176.00 FEET; THENCE N.87°27'24"E., A DISTANCE OF 50.00 FEET; THENCE N.88°13'47"E., A DISTANCE OF 192.57 FEET· THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 03°55'08", A RADIUS OF 980.00 FEET, A LONG CHORD THAT BEARS S.07°50'07"E.,

0

67.02 FEET, AN ARC DISTANCE OF 67.03 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 19°22'29", ARADNS OF 475,00 FEET A LONG CHORD THAI BEARS S.19°2S'55"E., 159.86 FEET, AN ARC DISTANCE OF 160.62 FEET; THENCE S.29°10'09"E., A DISTANCE OF 78.72 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 22°34'48", A RADI1JS OF 525.00 FEET, A LONG CHORD THAT BEARS S.17°52'45"E., 205.56 FEET, AN ARC DISTANCE OF 206.90 FEET; THENCE S.06°35'2111E., A DISTANCE OF 98.40 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 11°03'13'', A RADlUS OF
479.00 FEET, ALONG CHORD THAT BEARS S.01°03'45"E., 92.27 FEET, AN ARC DISTANCE OF
92.41 FEET; THENCE S.04°27'52"W., A DISTANCE OF 185.70 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 12°34'45", A RADIDS OF 42 l.00 FEET, A LONG CHORD TIIAT BEARS S,01°49'30"E., 92.24 FEET, AN ARC DISTANCE OF 92.43 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 14°54'05", A RADIUS OF 710.00 FEET, A LONG CHORD THAT BEARS S.00°39'50"E. 184.14 FEET, AN ARC DISTANCE OF 184.66 FEET; THENCE S.06°47'12"W., A DISTANCE OF 241.07 FEET; THENCE S.88°4 l'3l ".W., A DISTANCE OF 188.26 FEET; THENCE S.28°21'00"W., A DISTANCE OF 104.65 FEET; THENCE S.88°41'3l "W., A DISTANCE OF 188.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.
PARCEL 2:
LEGAL DESCRIPTION (LOTS 75-78)
A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20 TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COM1\1ENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 2844.49 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88° 54' 25" E., A DISTANCE OF 711.94 FEET TO THE POINT OF BEGINNlNG; THENCE N.1J019'30"E., A DISTANCE OF 20.00 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 57°35'26", A RADIUS OF 55.12 FEET, A LONG CHORD TIIAT BEARS N.74°31'47''E., 53.10 FEET, AN ARC DISTANCE OF 55.40 FEET; THENCE ALONG A CURVE TO THE LEFT HAYING A DELTA OF 30°11'35", A RADIDS OF 504.97 FEET, A LONG CHORD THAT BEARS N.30°35' I6"E., 263.03 FEET, AN ARC DISTANCE OF 266.10 FEET; THENCE S.74°30'28"E., A DISTANCE OF 224.00 FEET;11:IENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 30°20'47", ARADWS OF 729.00 FEET, A LONG CHORD THAT BEARS S.30°39'56"W., 381.61 FEET, AN ARC DISTANCE OF 386.11 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 11°36'35", A RADIUS OF 275.00 FEET, A LONG CHORD THAT BEARS S.51°38'37"W., 55.63 FEET, AN ARC DISTANCE OF 55.72 FEET; THENCE N.45°48'56"W., A DISTANCE OF 233.21 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.

PARCEL 3:

LEGAL DESCRIPTION {LOTS 169-177)
A PARCEL OF LAND, LYING IN" AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST. LEE COUNTY, FLORJDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTII, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.0l005'3511W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTYPLORIDA,ADISTANCEOF 808.96 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88°54'25" E., A DfSTANCE OF 2,046.29 FEET TO THE POINT OF BEGINNING; TIIBNCE ALONG A CURVE TO THE LEFT HAVlNG A DELTA OF 03°30'02 SECONDS, ARADTIJS OF 890.00 FEET, A LONG CHORD THAT BEARS N.l4°05'19"W, A DISTANCE OF 54.37 FEET, AN ARC DISTANCE OF 54.37 FEET; THENCE N. l5°50'20"W., A DISTANCE OF 82.50 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 10°16'55 SECONDS, A RADIUS OF l 110.00 FEET, A LONG CHORD THAT BEARS N.10°41'52"W., A DISTANCE OF 198.93 FEET, AN ARC DISTANCE OF 199.19 FEET; THENCE N.05°33'25"W., A DISTANCE OF 451.43 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 37°31'25 SECONDS, A RADIUS OF 5,00 FEET, A LONG CHORD THAT BEARS N.24°19'07"W, A DISTANCE OF 3.22 FEET AN ARC DISTANCE OF 3.27 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 103°46'23 SECONDS, A R.AI)fUS OF 140.00 FEET, A LONG CHORD THAT BEARS N.08°48'22"EAST, 220.30 FEET, AN ARC DISTANCE OF 253.57 FEET; THENCE N,60°41'34"B., A DISTANCE OF 88.03 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 42°53'11 SECONDS, A RADfUS OF l 0.00 FEET, A LONG CHORD THAT BEARS N.39°14'58"EAST, 7.31 FEET, AN ARC DISTANCE OF 7.49 FEET; THENCE N.l 7°48'23"E., A DISTANCE OF 82.86 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 38°2-3'59 SECONDS, A RADIUS OF 40.00 FEET,ALONG CHORD THAT BEARS N.37°00'22"EAST,
26.31 FEET, AN ARC DISTANCE OF 26.81 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 56°50'0 l SECONDS, A RADIUS OF 93.62 FEET, A LONG CHORD THAT BEARS N.84°37'22"EAST, 89.10 FEET, AN ARC DISTANCE OF 92.86 FEET;THENCE S.67°15'1l "E., A DISTANCE OF 100.08 FEET; THENCE ALONG A CURVE TO THE RIGHT
HAVING A DELTA OF 69°23'37 SECONDS, A RADIUS OF 120.00 FEET,A LONG CHORD THAT BEARS S.32°33'22"EAST, 136.62 FEET, AN ARC DISTANCE OF 145.34 FEET; THENCE S.02°08'26"W., A DISTANCE OF 219.14 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 15°33'46 SECONDS, A RADIUS OF 264.00 FEET, A LONG CHORD THAT BEARS S.09°55'19"W.,ADISTANCE OF 71.49 FEET.AN ARC DISTANCE OF 71.71 FEET; THENCE
S.l 7°42'12"W., A DISTANCE OF 42.40 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 23°15'37 SECONDS, A RADIDS OF 136.00 FEET, A LONG CHORD THAT BEARS S.06°04'24"W., A DISTANCE OF 54.83 FEET, AN ARC DISTANCE OF 55.21 FEET�THENCE S.05°33'25"E., A DISTANCE OF 261.15 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 15°40'39 SECONDS, A RADIUS OF 260.00 FEET, ALONG CHORD THAT BEARS S.13°23'44"EAST, 70.92 FEET, AN ARC DISTANCE OF 7L14 FEETi THENCE S.21°14'04"E., A DISTANCE OF 250.76 FEET; THENCE ALONG A CURVE TO THE RJGHT HAVING A DELTA OF 13°17'58 SECONDS, A RADIDS OF 70.00 FEET, A LONG CHORD THAT BEARS S.l4°35'05"EAST,
16.21 FEET, AN ARC DISTANCE OF 16.25 FEET; THENCE S.84°26'35"W., A DISTANCE OF 392.36
FEET TO THE POINT OF BEGINNING HEREIN DESCRIBED.

1 ""

PARCEL 4:

LEGAL DESCRIPTION (148-157, 197-220, 267-271)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE- SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W. ALONG AN AGREED UPON LINE AS DESCRJBEDAND RECORDED IN OE1FICIAL RECORDS BOOK2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 949.68 FEET; THENCE DEPARTING SAID AGREE11ENT LINE RUN N.88°54'25" E., A DISTANCE OF 2,993.92 FEET TO THE POINT OF BEGJNNING; THENCE ALONG A CURVE TO THE RIGHT H.AVlNG A DELTA OF 13°16'26", A
RADfUS OF 1249.00 FEET,ALONGCHORDTHATBEARSN.75°32'00"E., 288.71 FEET, A.NARC DISTANCE OF 289.36 FEET; THENCE N.82°10'13"E., A DISTANCE OF 176.90 FEET; THENCE ALONG A CURVE TOTHELEFTHAVINGADELTA OF 11°20'55" A RADIUS OF 769.00 FEET,A LONG CHORD THAT BEARS N.76°29'45''E., 152.07 FEET, AN ARC DISTANCE OF 152.32 FEET THENCE N.70°49'18"E., A DISTANCE OF 101. l 9 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 83°28'13", A RADIUS OF 10.00 FEET, ALONG CHORD THAT BEARS
N.29°05'12"B. 13,31 FEET AN ARC DISTANCE OF 14.57 FEET; THENCE N.l2°38'55"W., A DISTANCE OF 479.87 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING ADELTAOF 21°06'1 l'' A RADIUS OF 566.00 FEET,ALONG CHORD THAT BEARS N.02°05'49"W., 207.29 FEET, AN ARC DISTANCE OF 208.47 FEET; THENCE N.08°27'17"E., A DISTANCE OF 297.07 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 14°38'13", A RADIUS OF
71.00 FEET, ALONG CHORD THAT BEARS N.01°08'10''E., 18.09 FEET, AN ARC DISTANCE OF
18.14 FEET; THENCE N.06°10'56"W.,ADISTANCE OF 117.83 FEET; THENCE ALONG A CUR.VE TO THE RIGHT HAVING A DELTA OF 27°59'39", A RADIUS OF 547.00 FEET, ALONG CHORD THAT BEARS N.07°48'53 ''E., 264.61 FEET, AN ARC DISTANCE OF 267.26 FEET; THENCE N.21°48'42"E., A DISTANCE OF 74.89 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 12°41'19", A RADIUS OF 919,00 FEET, ALONG CHORD THAT BEARS N.15°28'03"E.,
203.1 l FEET, AN ARC DISTANCE OF 203.52 FEET; THENCE N.09°07'23"E., A DISTANCE OF
299.42 FEET; THENCE ALONG A CURVE TOTIIE LEFTHAVINGADELTAOF31°37'42",A RADfUS OF 260.00 FEET, A LONG CHORD THAT BEARS N.06°4 l '28"W,, 14I .71FEET, AN ARC DISTANCE OF 143.53 FEET; THENCE N.22°30'19"W., A DISTANCE OF 222.93 FEET; THENCE N.67°29'41 "E., A DISTANCE OF 194.50 FEET; THENCE S.42°29'58"E., A DISTANCE OF l46.23 FEET; THENCE N.67°29'4 l "E., A DISTANCE OF 185.17 FEET; THENCE S.09°26'3S"W., A DISTANCE Of 288.66 FEET; THENCE S.05°58'52"E., A DISTANCE OF 79.71 FEET; THENCE S.18°05'2l"E., A DISTANCE OF 59.11 FEET; THENCE S.05°17'30''W. A DISTANCE OF 105.09
FEET; THENCE S.05°46'37"E., A DISTANCE OF 54.90 FEET; THENCE ALONG A CURVE TO THE LEFT HAvmo A DELTA OF 79°52'0211, A RADIUS OF 148.38 FEET, A LONG CHORD TI-IAT
BEARS S.47°34'45"E., 190.49 FEET, AN ARC DISTANCE OF io6.83 FEET; 'THENCE s. t8°43'05''E., A DISTANCE OF 99.04 FEET; TI:IBNCE S.44°l7'18"W., A DfSTANCE OF 192.05 FEET; THENCE
S.30°36'14"W.1 A DISTANCE OF 381.86 FEET; THENCE S.22°40'45"W., A DISTANCE OF 52.42 FEET; THENCE S.12°52'47"W., A DISTANCE OF 86.71 FEET; THENCE S.08°30'1611W.,A DISTANCE OF 286,73 FEET; 1EENCE S.01°S0126"W., A DISTANCE OF 46.18 FEET; THENCE
S.l4°16'00"E., A DISTANCE OF 159.26 FEET; THENCE S.30°2l127'1E., A DISTANCE OF 93.30 FEET;

1 1

THENCE S.10°4115 l11E.,ADISTANCE OF 149.56 FEET; THENCE S.06°52'38"E., A DISTANCE OF
105.31 FEET; THENCE S.10°51'58"E., A DISTANCE OF 70.67 FEET; THENCE S.03°48'29"E., A DISTANCE OF 45.17 FEET; THENCE S.05°27'0411W., A DISTANCE OF 230.24 FEET; THENCE N.53°40'43"W., A DISTANCE OF 166.42 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 24°00'35", A RADIUS OF 175.00 FEET, ALONG CHORD TIIAT BEARS S.58°49100"W., 72.80 FEET, AN ARC DISTANCE OF 73.33 FEET; THENCE S.70°49'18"W., A DISTANCE OF 136.55 FEET; THENCE ALONG A CURVE TO THE RlGHT HAVING A DELTA OF 11°20'55", A RADIUS OF 968.00 FEET.A LONG CHORD THAT BEARS S.76°29'45"W., 191.42 FEET, AN ARC DISTANCE Of 191.73 FEET; THENCE S.82°10'13"W., A DISTANCE OF 176.90 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 13°16'26", A RADIUS OF 1050.00 FEET, ALONG CHORD THAT BEARS S.75°32'00"W., 242.71 FEET, AN ARC DISTANCE OF 243.26 FEET; THENCE N.21°06113"W., A DISTANCE OF 199.00 FEET TO THE POINT OF BEGINNlNG OF THE PARCEL HEREIN DESCRIBED.

Exhibit A
Property Desctiption
PARCEL 1:
L ·GAL D	CRIPTION (LOTS 30-61)
A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SECTLON 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°0S'35"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE O • 444.97 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88°54'25" E., A DISTANCE OF 334.41 FEET TO THE POINT OF BEGINNING; THENCE N.01°l 8'29"W., A DISTANCE OF 110.15 FEET; THENCE ALONG A CURVE TO THE RIGHT HAYING A DELTA OF 08°02'27", A RADIUS OF 833.22 FEET, A LONG CHORD THAT BEARS N.02°42'45"E., 116.84 FEET,AN ARC DISTANC	OF 116.93 FEET; THENCE
.06°47'12''E., A DISTANCE OF 165.81 FEET; THENCE ALONG AC RVE TO THE LEFT IAVI G A DELTA OF 14°54'05", A RADIUS OF 275.00 FEET, A LONG CHORD THAT BEARS N.00°39'50"W., 71.32 FEET, AN ARC DISTANCE OF 71.52 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 12°34'4S", A RADIUS OF 856.00 FEET, A LONG CHORD THAT B ARS N.01°49'30"W., 187.56 FEET, AN ARC DISTANCE OF 187.93 PEET; THENC
N.04°27'52"E., A DISTANCE OF 185.70 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 11°03'13", A RADIUS OF 44.00 FEET, A LONG CHORD THAT BEARS N.01°03'45''W.,
8.48 FEET, AN ARC DISTANCE OF 8.49 FEET; THE:NCE N.06"35'21''W., A DISTANCE OF 98.40 FE T; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 22°34'48",A RADIUS OF
90.00 FEET, A LONG CHORD THAT BEARS N.l 7°52'45"W., 35.24 FEET, AN ARC DISTANCE OF
35.47 FEET; THENCE N.29°10'09"W., A DISTANCE OF 78.72 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 13°42'16", A RADIUS OF 910.00 FEET, A LONG CHORD THAT BEARS N.22°19'0l"W., 217.14 FEET,AN ARC DISTANCE OF 217.66 FEET; THENCE
.02°12'28"W.,A DISTANCE OF 73.54 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 09°05'08", A RADIUS OF 896.00 FEET, A LONG CHORD THAT BEARS N.06°20'25"W., 141.93 FEET, AN ARC DISTANCE OF 142.08 FEET; THENCE N.88°12'09"E., A DISTANCE OF 176.00 FEET; THENCE N.87°27'24"E., A DISTANCE OF 50.00 FEET; THENCE N.88°13'47"E., A DISTANCE OF 192.57 FEET; THENCE ALONG A CURVE TO THE LEFT l-IAV[NG A DELTA OF 03°55'08", A RADIUS OF 980.00 FEET, A LONG CHORD THAT BEARS S.07°50'07"E.,
67.02 FEEl� AN ARC DISTANCE OF 67.03 FEET; THENCE ALONG A CURVE TO THE. LEFT HAVING A DELTA OF 19°22'29", A RADIUS OF 475.00 FEET, A LONG CHORD THAT BEARS S.19°28'55"E., 159.86 FEET, AN ARC DJ l'ANCE OF ]60.62 FEET; THENCE S.29°10'09"E., A DISTANCE OF 78.72 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 22°34'48'', A RADIUS OF 525.00 FEET, A LONG CHORD THAT BEARS S.l 7°52'45"E,, 205,56 FEET, AN ARC DISTANCE OF 206.90 FEET; THENCE S.06°35'21"�., A DISTANCE OF 98.40 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 11"03'13", A RADIUS OF
479.00 FEET, A LONG CHORD THAT B ARS S.01°03'45''E., 92.27 FEET, AN ARC DISTANCE OF
92.41 F ET; THENCE S.04°27'52"W., A DISTANCE OF 185.70 FEET; THENCE ALONG A CURVE TO THE LEFT HAYING A DELTA OF 12°34'45",A RADIUS OF 421.00 FEET, A LONG CHORD THAT BEARS S.01°49'30"E., 92.24 FEET, AN ARC DISTANCE OF 92.43 FEET; TBENC.E ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 14°54'05", A RADIUS OF 710.00 FEET, A LONG CHORD THAT BEARS S.00°39'50"E., 184.14 FEET, AN ARC DISTANCE OF 184.66 FEET; THENCE S.06°47'12"W., A DISTANCE OF 241.07 FEET; THENCE S.88°4I '3 l"W., A DISTANCE OF 188.26 FEET; THENCE S.28°21'00"W., A DISTANCE OF 104.65 FEET; THENCE S.88°41'31 "W., A

3

DISTANCE OF 188.22 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED.
PARCEL 2:

LEOAL DESCRIPTION (LOTS 75-78)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF ECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'35"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 2844.49 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88° 54' 25" E., A DISTANCE OF 711.94 FEET TO TI-IE POINT OF BEGINNING; THENCE N.13°19'30"£.,A DISTANCE OF 20.00 FEET; THENCE ALONG A CURVE TO THE LEFT HAYING A DELTA OF 57°35'26", A RADIUS OF 55.12 FEET, A LONG CHORD THAT BEARS N.74Q31'47"E., 53.10 FEET, AN ARC DISTANCE OF 55.40 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 30°11'35", A RADIUS OF 504.97 FEET, A LONG CHORD THAT BEARS N.30°35'16"E., 263.03 FEET,AN ARC DISTANCE OF 266.10 FEET; THENCE S.74°30'28"E,, A DlSTANCE OF 224.00 FEET; THENCE ALONG A CURVE TO THE RJGHT
I-IAVING A DELTA OF 30°20'47", A RADIUS OF 729.00 FEET, A LONG CHORD THAT BEARS S.30°39'56"W., 381.61 FEET, AN ARC DISTANCE OF 386.11 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 11°36'35'', A RADIUS OF 275.00 F ET, A LONG CHORD THAT BEARS S.51°38'37''W., 55.63 FEET, AN ARC DISTANCE OF 55,72 FEET; THENCE N.45°48'56"W., A DISTANCE OF 233.21 FEET TO THE POINT OF BEGlNNING OF THE PARCEL HEREIN DESCRIBED.

PARCEL 3:

LEGAL DESCRIPTION (LOTS 169-177)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.01°05'3S"W. ALONG AN AGREED UPON LINE AS DESCRIBED AND RECORDED fN OFFICIAL RECORDS BOOK 2061, PAGE 3137, PUBLIC RECORDS OF LEE COUNTY FLORIDA, A DISTANCE OF 808.96 FEET; THENCE DEPARTING SAID AGREEMENT LINE RUN N.88°54'25" E., A DISTANCE OF 2,046.29 FEET TO THE POINT OF BEGINNING; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 03°30'02 SECONDS, A RADIUS OF 890.00 FEET, A LONG CHORD THAT BEARS N.14°05'19''W., A DISTANCE OF 54.37 FEET, AN ARC DISTANCE OF 54.37 FEET; THENCE N.15°50'20"W., A DISTANCE OF 82.50 FEET; THENCE ALONG A CURVE TO THE RIGHT HAYING A DELTA OF 10°16'55 SECONDS, A RADIUS OF 1110.00 FEET, ALONG CHORD THAT BEARS N.10°41'52"W., A DISTANCE OF 198.93 FEET, AN ARC DISTA CE OF 199.19 FEET; TH NC N.05°33'25''W., A DISTANCE OF 451.43 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 37°31'25 SECONDS, A RADIUS OF 5.00 FEET, A LONG CHORD THAT BEARS N.24°19'07''W., A DISTANCE OF 3.22 FEET, AN ARC DISTANCE OF 3.27 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 103°46'23 SECONDS, A RADIUS OF 140.00 FEET, A LONG CHORD THAT BEARS N.08°48'22"EAST, 220.30 FEET, AN ARC DISTANCE OF 253.57 FEET;
4

THENCE N.60°41134''E.• A DISTANCE OF 88.03 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 42°53'1 I SECONDS,ARADIUS OF 10.00 FEET,A LONG CHORD THAT BEARS N.3991:4'58"EAST. 7.31 FEET, AN ARC DISTANCE OF 7.49 FEET; THENCE N.17"48123"E.• A DISTANCE OF 82.86 FEET; TH'.ENCE ALONG A. CURVE TO THE RlGHT HAVING A DELTA OF 38"23'59 SECONDS, A RADIUS OF 40.00 FEET, A LONG CHORD THAT BEARS N.37°00'22''EAST,
26.31 FEET, AN ARC DISTANCE OF 26.81 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 56"50'01 SECONDS, A RADIUS OF 93.62 FEET, A LONG CHORD THAT
BEARS N.84°37'22"EAS1� 89.10 FEET, AN ARC DISTANCE OF 92.86 FEET; THENCE S.67°15'1 I "e.l A DISTANCE OF 100.08 FEET: THENCE ALONG A CURVE TO n:TE RIGHT
HAVING A DELTA OF 69°23'37 SECONDS, A RADIUS OF 120.00 FEET, A LONG CRORD THAT BEARS S.32°33'22"EAST, 136.62 FEET, AN ARC DISTANCE OF 145.34 FEET; THENCE S.02°08'26''W., A DISTANCE OF 219.14 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 15°33'46 SECONDS,A RADIUS OF 264.00 FEET, A LONG CHORD THAT BEARS S.09°55 19"W., ADJSTANCE OF 71.49 FEET, AN ARC DISTANCE OF 71.71 FEET; l'HENCE
S.l7"42112"W., A DISTANCE OF 42.40 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 23°15'37 SECONDS, A RADIUS OF 136.00 FEET, A LONG CHORD THAT BEARS
S.06°0412411W., A D1S1'ANCE OF 54.83 FEET, AN ARC DISTANCE OF 55.21 FEE!; THENCE
S..05°33'.2511E., A DISTANCE OP 261.15 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 15°40139 SECONDS A RAOIUS OF 260.00 FEET, A LONG CHORD THAT BEARS S.J3"23'44"EAST, 70.92 FEET,AN ARC DISTANCE OF 71.14 FEET; THENCE S.21°14104"E., A DISTANCE OF 250.76 FEET; THENCE ALONG A CURVE TO THE RTGHT HAVING A DELTA OF 13"171!i8 SECONDS, A RADIUS OF 70.00 FEET, A LONG CHORD THAT BEARS S.14°35105'1BAST,
16.21 FEET, AN ARC .DISTANCE OF 16.25 PEET; THENCE S.84°26'35''W., A DISTANCE OF 392.36 FEET TO THE POINT OF BEGINNING HEREIN DESCRIBED.
PARCEL4:

LEGALDESCRlPTION (148�157, 197-2201 267-271)

A PARCEL OF LAND, LYING IN AND BEING A PORTION OF SECTION 20, TOWNSHIP 4? SOUTH, RANGE 26 EA T, LE�COUNTY, FLORIDA, BEING MORE PARTICULARLY DE:SCRIBED AS FOLLOWS!

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SOUTH, R.ANGB 26 EAST, LEE COUNTY, FLORIDA; THENCE N.0 I005135"W. ALONG AN AGRGED UPON LINE AS DESCllIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2061, PAGE 3 l 37, PUBLIC R8CQRDS OF LEE COUNTY FLORIDA, A DISTANCE OF 949.68 FEET; THENCE DEPARTING
SAID AGREEMENT LINE RUN N.88°5412511 E,, A D1S1'ANCE OF 2,993.92 FEET TO THE POINT OF BEGCNNING; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OP l 3°16'26;' A
RADIUS OF 1249.00 FEET,ALONG CHORD THATB ·ARS N.75°32'001'B., 288.71 FEET.AN ARC DISTANCE OF 289.36 FEET· THENCE N.82°I01IJ"E., A DISTANCE OF 176.90 FEET; THENCE ALONG A CURVE TO THE LEFT HAVlNG A DELTA OF 11°20'55" A RADIUS OF 769.00 FEET, A LONG CHORD THAT BEARS N.76°29'45"E,, 152.07 PEET, AN ARC DISTANCE OF 1.52.32 FEET; THENC N.70"49'18"E.,A DISTANCE OP 101.19 FEET; THENCE ALONG A CURVE TO THB LEFT HAVlNGADELTAOP 83°:;l.8'13",ARADIUS OF 10.00 FEET,ALONG CHORD THAT BEARS Ni29°05'12"E., 13.31 FEET, AN ARC DISTANCE OF 14.57 FEET; THENCE N.l2"38'55"W.,A DISTANCE Of 479.87 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 21"06'11",AR.ADIUS OF 566.00 FEET, A LONG CHORD THAT BEARS N.02"05'49'1W., 207.29 FEET, AN ARC DISTANCE OF 208.47 FEET; THENCE N.08°27'17"E., A DlSTANCE OF '197.07 FEET; THENCE ALONG A CURVE TO THE LEF'rHAVJNG A DELTA OF 14°38'13", A RADIUS OF
71.00 FEET.ALONG CHORD THAT BEARS N.01°081l011E., 18.09 fEET,AN ARC DISTANC • OF
18.14 FEET; THENCE N,06°101S6''W.,ADISTANCB OF 117.83 PEET; THENCEALONGA CURVE TO THE RIGHT HAVING A DELTA OF 27°59'39", A RADIUS OF 547.00 FEBT,ALONO CHORD THAT BEARS N.07°48'531iE., 264.61 FEET. AN ARC DISTANCE OF 267.26 FEET; THENCE
5

N.21"48'42''E., A DISTANCE OF 74.89 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 12°41'19", A RADIUS OF 919.00 FEET, A LONG CHORD THAT BEARS N.!5°28'03''E.,
203.11 FEET, AN ARC DISTANCE OF 203.52 FEET; THENCE N.09°07'23"E., A DISTANCE OF
299.42 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 31°37'42",A RADIUS OF 260.00 FEET, A LONG CHORD THAT BEARS N.06°4 l '28"W., 141.71 FEET, AN ARC DISTANCE OF 143.53 FEET: THENCE N.22°30' 19"W., A DISTANCE OF 222.93 FEET; THENCE N.67°29'41 "E., A DISTANCE OF 194.50 FEET; THENCE S.42°29'58"E.,A DISTANCE OF 146.23 FEET; THENCE N.67°29'41"E.,A DISTANCE OF 185.17 FEET; THENCE S.09°26'35"W.,A DISTANCE OF 288.66 FEET; THENCE S.05"58'52"E., A DISTANCE OF 79.71 F�ET; THENCE S.18°05'2l"E., A DISTANCE OF 59.11 FEET; THENCE S.05°17'30"W.,A DISTANCE OF 105.09
FE T; THENCE S.05°46'37''E., A DISTANCE OF 54.90 FEET; THENC" ALONG A CURVE TO THE LEFT HAVING A DELTA OF 79°52'02", A RADIUS OF 148.38 FEET, A LONG CHORD THAT BEARS S.47°J4'45"E., 190.49 FEET, AN ARC DISTANCE OF 206.83 FEET; THENC  S.l 8°43'05''E., A DISTANCE OF 99.04 FEET; THENCE S.44°17'18"W., A DISTANCE OF 192.05 FEET; THENCE S.30°36'14"W., A DISTANCE OF 381.86 FEET; THENCE S.22°40'4S"W., A DISTANCE OF 52.42 FEET; THENCE S.12°52'47"W., A DISTANCE OF 86.71 FEET; THENCE S.0$030'16"W., A DISTANCE OF 286.73 FEET; THENCE S.01°50'26"W., A DISTANCE OF 46.18 FEET; THENCE S.14°16'00"E., A DISTANCE OF 159.26 FEET; THENCE S.30°21'27"E., A DISTANCE OF 93.30 FEET;
THENCE S. I 0°41'51"E., A DISTANCE OF 149.56 FEET; THENCE S.06°52'38"E., A DISTANCE OF l 05.31 FEET; THENCE S.10°5 I '58"E., A DISTANCE OF 70.67 FEET; THENCE S.03°48'29" E., A DISTANCE OF 45.17 FEET; THENCE S.05°27'04"W., A DISTANCE OF 230.24 FEET; THENCE N.53"40'43"W., A DISTANCE OF 166.42 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 24°00'35", A RADIUS OF 175.00 FEET, A LONG CHORD THAT BEARS S.58°49'00"W., 72.80 FEET, AN ARC DISTANCE OF 73.33 FEET; THENCE S.70°49'l81'W., A DISTANCE OF 136.55 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A DELTA OF
11°20155",A RADIUS OF 968.00 FEET,A LONG CHORD THAT BEARS S.76°29'4511W., 191.42 FEET, AN ARC DISTANCE OF 191.73 FEET; THENCE S.82°10'13"W., A DISTANCE OF 176.90 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A DELTA OF 13°16'26", A RADIUS OF 1050.00 FEET, A LONG CHORD THAT BEARS S.75°32'00"W., 242.71 FEET, AN ARC DISTANCE OF 243.26 FEET; THENCE N,21"06'13''W,, A DISTANCE OF 199.00 FEET TO THE POINT OF BEGINNING Of THE PARCEL HEREIN DESCRIBED.

6

This instrument prepared by and upon recording should be returned to:
Alyssa C. Willson, Esq.
Kutak Rock LLP
107 West College Avenue	This space reserved for use by
Tallahassee, Florida 32301	the Clerk of the Circuit Court

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT’S
NOTICE OF SERIES 2025 PHASE 1 SPECIAL ASSESSMENTS

PLEASE TAKE NOTICE that the Board of Supervisors of the Vivid Shores Community Development District (the “District”) in accordance with Chapters 170, 190, and 197, Florida Statutes, adopted Resolution Nos. 2025-33, 2025-34, 2025-39, and 2025-40 (collectively, the “Assessment Resolutions”), providing for, levying and setting forth the terms of non-ad valorem special assessments constituting a governmental lien on certain real property within the boundaries of the District that are specially benefitted by the improvements of the 2025 Project as described in the District’s adopted Vivid Shores Community Development District, Phase 1 Engineer's Report, dated September 2025 (the “Engineer’s Report”).
To finance the costs of the Series 2025 Project, the District issued Vivid Shores Community Development District Special Assessment Bonds, Series 2025 (2025 Project Area), which are secured by the non-ad valorem assessments levied by the Assessment Resolutions (the “Series 2025 Assessments”), as described in the Amended and Restated Master Special Assessment Methodology Report, dated November 10, 2025, and the Final First Supplemental Special Assessment Methodology Report, dated December 9, 2025 (together, the “2025 Assessment Report”). The legal description of the lands on which said Series 2025 Assessments are imposed is attached to this Notice as Exhibit A. Copies of the Engineer’s Report and the Assessment Resolutions may be obtained by contacting the District at:
Vivid Shores Community Development District

c/o Special District Services, Inc.
2501A Burns Road
Palm Beach Gardens, Florida 33410 Ph.: 561-630-4922

The Series 2025 Assessments provided for in the Assessment Resolutions were legally and validly determined and levied in accordance with all applicable requirements of Florida law, and the Series 2025 Assessments constitute and will at all relevant times in the future constitute, legal, valid and binding first liens on the land against which assessed until paid, coequal with the lien of all state, county, district and municipal taxes, and superior in dignity to all other liens, titles and claims.
The District is a special-purpose form of local government established pursuant to and governed by Chapter 190, Florida Statutes. Pursuant to Section 190.048, Florida Statutes, you are hereby notified that: THE VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT MAY IMPOSE AND LEVY TAXES OR ASSESSMENTS, OR BOTH TAXES AND ASSESSMENTS, ON THIS PROPERTY. THESE TAXES AND ASSESSMENTS PAY FOR THE CONSTRUCTION, OPERATION, AND MAINTENANCE COSTS OF CERTAIN PUBLIC FACILITIES AND SERVICES OF THE DISTRICT AND ARE SET ANNUALLY BY THE GOVERNING BOARD OF THE DISTRICT. THESE TAXES AND ASSESSMENTS ARE IN ADDITION TO COUNTY AND OTHER LOCAL GOVERNMENTAL TAXES AND ASSESSMENTS AND ALL OTHER TAXES AND ASSESSMENTS PROVIDED FOR BY LAW. THE LIEN FOR THE SERIES 2025 ASSESSMENTS IS STATUTORY AND NO FILING IS NECESSARY IN ORDER TO PERFECT OR PROVIDE RECORD NOTICE THEREOF. THIS NOTICE IS FOR INFORMATIONAL PURPOSES. IN ADDITION TO THE MINUTES, RECORDS AND OTHER MATERIAL OF THE DISTRICT AVAILABLE FROM THE DISTRICT, THIS

ALSO CONSTITUTES A LIEN OF RECORD FOR PURPOSES OF SECTION 197.573 OF THE FLORIDA STATUTES AND ALL OTHER APPLICABLE PROVISIONS OF THE FLORIDA STATUTES AND OTHER APPLICABLE LAW.

[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK]

IN WITNESS WHEREOF, this Notice has been executed to be effective as of the

	day of December, 2025, and recorded in the Official Records of Lee County, Florida.

VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT

Print Name: 			
By: 	
Address:	Chairperson, Board of Supervisors

Street

City, State, Zip

Print Name: 	

Address:

Street

City, State, Zip

STATE OF FLORIDA
COUNTY OF 	

The foregoing instrument was acknowledged before me by means of ▢ physical presence or ▢ online notarization, this    day of December, 2025, by 	, as Chairperson of the Board of Supervisors of the Vivid Shores Community Development District,  who  is  [  ]  personally  known  to  me  or  [  ]  has  produced
	as identification.

NOTARY STAMP

(official notary signature)

Printed Name: 	

Exhibit A Legal Description

LEGAL DESCRIPTIO	OF THE PROPERTY

COMtvffiNCE AT THE SOUTHWEST CORNER OF SECTION 20, TOWNSHIP 47 SO TH, RANGE 26 EAST, LEE COUNTY, FLORIDA; THENCE N.Ol005'35"W., ALONG AN AGREED UPO _ LINE AS DESCRIBED AND RECORDED [N OFFICIAL RECORDS BOOK 2061, PAG  3137, PUBUC
RECORDS or LEE COUNTY FLORIDA, A DISTA CB OF 348 L.93 FEET THENCE  .88°54'5 l ''E., A
DISTANCE OF 1 l7.31 FEET; THENCE S.67°05'30"E., A DISTANCE OF 3.47 FEET TO THE POINT
OF BEGINNING, SAID POINT LYJNG ON A CURVE TO THE RIGHT, HAVI G A RADIUS OF L88.74 FEET AND	CHORD WHICH BEARS	.36°16'09"E. 177.35 FEET· THENCE NORTHEASTERLY ALONG THE AR.C OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 56°02'44", A DCSTANCE OF 184.62 EET TO THE BEGINNlNG OF A NON-		NGENT CURVE TO THE LEFT HAVING A RAD	S OF 354.90 FEET, A CHORD WIDCH BEARS N.36°08'0S"E. 272.27 FEET, AND A CENTRAL ANGLE Of 45°06'44"; THE CE		ORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANC	OF 279.44 FEET TO 'IHE BEGINNIN	OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RAD	S OF :53.39 FEET, A CHORD WHICH BEARS N.36°46'47"E. 66.45 FEET, AND A CE TRAL ANGLE OF 76°5T48"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 71.72 FEET TO THE BEGINNING OF A ON-TANGENT CURVE TO TI--lE RIGHT HAYING A RADI S OF 91.67 FEET, A CHORD WIDCH BEARS S..75°39'40"E .. S7.85 FEET,.AND A CENTRAL A GLE OF 57°LS138'''; THE CE EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 9L62 FEET TO THE BEGINN.lNG OF A ON-TANGENT CURVE TO THE RIGHT HAVlNG A RADIUS OF 295. 0 FEET, A CHORD WHICH BEARS S.36°01'45"E. 53.96 FEET, AND A CENTRAL ANGLE OF 10°29'30''; THENCE OUTHEASTERLY ALONG THE ARC OF SAID CURVE, A D1STANCE OF 54.04 FEET TO TIIB BEGINNrnG OF A ON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 87.24 FEET, A CHORD WHICH BEARS S.63°20'22"E. 58.66 FEET, AND A CENTRAL ANGLE O 39°17'19"� THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 59.82 FEET
0 THE BEGINNING OP A NON-TANGENT CURVE TO THE RlGHT HAVING A RADfOS OF
128.93 FEET, A CHORD WIDCH BEARS S.47°43'13"E. l03. l8 FEET, AND A CE TRAL ANGLE OF
47°10124''; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A 01ST. · CE OF
106.15 FEET TO THE PO T OiF COMPOUND CURVATURE Of A CURVE TO THE RlGIIT HAVING A RAD[US OF 65.00 FEET, ACHORD WI:llCH :BEARS S.07°48'06"W. 68.76 FEET, ANDA CE TR.AL ANGLE OF 63°52'13"; TIIENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 72.46 FEET; THENCE .86°37'05"E., A DISTANCE OF 67..35 FEET; THENCE N.5l006'02"E., A DISTANCE OF 71.29 :FEET TO THE BEGINNING OF A NO, -TANGENT CURVE
TO THE LEFT HAVING A RADIUS OF l0ll.21 FEET, A CHORD WHICH BEARS N.40°34'29"W.
59.12 FEET, AND A CENTRAL ANGLE OF 03°21'02"; nrn CE  ORTHWESTERLY ALONG THE
ARC OF SAID CURVE, A DISTANCE OF 59.b FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT HAV	G . RADIUS OF 50.00 FEET, A CHORD WHICH BEARS N.21°0'1'12"E. 89.3 l FEET, AND A CENTRAL ANGLE OF 126°32'24"; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF l l0.43 FEET TO THE .PO--INT OF REVERSE CURVATURE OF A CURVE TO THE LEFT HA.YING A RADIUS O	205.00 FEET, A CHORD MITCH BEARS N.24°37'34,"E. 351.86 FEET,	ND A CENTRAL ANGLE OF 119°19'40"; 'fHENCE ORTHEASTERLY ALO G THE ARC OF SAID CURVE, A DISTANCE OF 426.95 FEET; THENCE
.35°02'16"W., A DISTANCE OF S6.71 FEET; THENCE	.53°00'49"W., A DISTANCE OF 82.9S FEET;	HENCE	.2J047'24"E., A DISTANCE  OF 111.94 FEET; THENCE N.6J036'46"W., A

DISTANCE O• 34.59 FEET; THE CE	.68°08'59"W., A DISTANCE OF 50.77 •EET; THENCE N.5l02l'2T'W., A DISTANCE OF 42.38 FEET; THENCE N.55°09'39"W., A DtST		1CE Of 28.55 FEET; THENCE N.39°16'51"W., A DISTANCE OF 19.17 FEET; THENCE N.18"ll'OO"W., A DISTANCE OF 235.59 FEET.; THENCE N.3 l059'17"W., A DISTANCE OF 4U8 FEET; THE C N.4:5"08'35"W., A DISTANCE OF 80.13 FE.ET; THENCE N.51°52'41''W., A DISTANCE OF 244.65 FEET; THENCE N.62°47'08"W., A DISTANCE OF 32.93 FEET; THE CE N.S4"54'2l"W., A DlSTANCE OF 39.01 FEET; THE CE	.55°04'20"W. A DISTANCE OF 71.87	EET;	HE CE N.57°S7''04''W., A DISTANCE OF 31.70 FEET; THENCE	.44°02'll"W., A DIST.		 CE OF 36.73 BET; THE CE	.14°03'07''\V., A DISTANCE OF 54.60 FEET; THENCE N.00°35'56''E., A DISTANCE OF l39.24 FEET; THENCE N.04°38'16"E,,	DIST.	CE OF 82.92 FEET; THENCE N.88°03'57"E., A DISTANCE OF 87.67 FEET- THENCE N.0,3°15'43"E., A DISTANCE OF 772.89 FEET TO THE POR-,J'T OF CURVATURE OF A CUR.VE TO THE RlGHT HAVING A RADIUS OF 132,00 FEET, A CHORD WHICH BEARS N.07°37'09"E. 20..06 FEET, AND A CE I RAL ANGLE OF
08°42'52'\ THE CE ORTIIERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 20.08 FEET; THENCE. •.l l058'58''E., A DISTANC OF 587.10 FEET TO TH:S POINT OF CURVATURE OF A CURVE TO THB LEFT HAVlliG A RADIUS OF 747.00 FEET A CHORD WHICH BEARS N.02"22'46"E. 249.24 FEET, AND A CENTRAL ANGLE OF 19°12'25''; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 250.41 EET; THENCE N.07°13'27"W:, A DISTANCE OF 7L.29 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHr HAVING A RADIUS OF 50,00 FEET, A CHORD WHICH BEARS N.4J057'59"E. 77.92 FEET, AND A CENTRAL ANGLE OF 102°22'52''; - CE ORTHEASTERLY ALONG THE ARC OF AID CURVE, A DfST 1CE OF 89.34 FEET;. THENCE .38°37'27"W., A DISTANCE OF 60.72 FEE ; THENCE N.06°25'15"W., A DISTANCE OF Sl.20 FEET; THENCE N.20°29'27"E., A DISTANCE OF
69.87 FEET; THENCE M.41°23"56"E.., A DISIANCE OF 66.92 FEET; TIIENCE ..50°43'14"E., A DISTANCE OF 76.86 FEET; THENCE N.S4°15'05"E., A D[ST CE OF 67.66 FEET; THENCE N.76°53'55"E., A DISTANCE OF 60.07 FEET; THENCE S.80Q13'08"E., A DISTANCE OF 64.]l FEET; THENCE S.73°38'18"E., A DISTANCE OF 77.12 FEET; THENCE S.71°01'47"E., A DISTANCE OF
66.80 FEET; THE CE S.82°59'27"E., A DISTANCE OF 74.57 FEET; TIIENCE S.87°23'42"E., A DISTANCE OF 8lJ3 FEET; THE CE N.84°21'28"E., A DIST,  CE OF l45.l6 FEET; TIIENCE
.81°lJ'46"E., A DISTANCE OF 82.22 FEET; THENCE S.89°56'14"E., A DISTANCE OF 81.25 FEET; THENCE S.87°08'50"E,, A DIST.	CE OF 74.1l FEET; THENCE S.85°02'34"E., A DISTANCE OF
126.84 FEET; THENCE S.70°34'l2"E., A DISTANCE OF 103.34 FEET; THENCE S.31Q58'03"E., A DISTANCE Of 52.40 FEET;. THENCE N.59°20'36"'E,,. A DISTANCE OF 175.01 FEE 1; THE CE N.89°23'2l"E., A DISTANCE OF 743.60 FEET TO THE POINT Of CURVATURE OF A CURVE TO THE RIGHT HAV	G	RADlUS OF 300.00 FEET, A CHORD WHICH BEARS S.51°33'26''E. 378.03 FEET, AND A CENTRAL	GLE OF 78°06'25"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 408.97 FEET; THENCE S.i2°30'L4"E., A DISTANCE OF 155.57 FEET TO THE POINT OF CURVATURE OF A CURVE	O THE LEFT HAVING A RADIUS OF 1780.00 FEET, A CHORD WHICH BEARS S.18°16'26"E. 357.91 FEET, AND A CENTRAL ANGLE Of U032'25"'; THENCE OUTHERLY AJl,Q GTHEARC OF SAID CURVE,ADISI	CE OF 358.52 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, A CHORD WHICH BEARS S.20°13'17"W. 69.80 FEET, AND A CENTRAL ANGLE OF 88°31'51"; THENCE SOUTHERLY ALONG 11IB AR.C Of SAID CURVE. A DISTANCE OF 77.26 FEET; THENCE S.64°29'12"W., A DI.STANCE OF 86.85 FEET; THENCE S.414°l7'49"E., A DISTANCE OF 3.36 FEET; THE CE S.20°13'08"E,, A DISTANCE OF 17.33 FEET; THENCE S..ll"24'12'iE.,.A DISTANCE Of 16.18 PEET; THE CE S.0S032'45''E.,. A DfSTANC• OF 21.68 FEET; . THE CE S.08°S0'36"W., A DISTANCE OF 14.74 FEET; THENCE S.22°08'57"W., A DISTANCE OF

14..88 FEE ; THENCE S. 4°07'27"W., A DISTANCE Of 18.95 FEET; THENCE SJ 7°55'03"W., A DISTANCE OF 17.11 FEET; THE CE S.16°32157"W., DISTANCE OF 15.97 FEET; THENCE S.06°09'39'"W., A DISTANCE OF 14.90 FEET; THE CE S.15"10'09'''W., A DIS J\NCE OF 25.41 :FEET; THENCE S.28°02'03"W., A DISTANCE OF 30.15 FEET; THENCE S.33°42'53"W., A rnSTANCE 0
17.39 FEET; THE CE S.36°49'25;,W., A D1  J\NCE OF 12.'65 FEET; THENCE S.39°41'32''W., A
DISTANCE OF 10.87 FEE1'; THENCE S.47°36'28"W., A DIST CE OF 8.10 FEET; THE CE S..53°28'3S"W., A DISTANCE OF 9.54 FEET; THENCE S.55°33'39"W., A DISTANCE OF 12.38 FEET; THENCE S.54°18'37"W.,. A DISTANCE OF 18.20 FEET; THEl."JCE S.56°23'55"W., A DIS'I  CE OF
11.07 FEET; THENCE S.63°29'55"W., A DISTANCE OF 12.98 FEET; THENCE S.73°33'46"W., A DIS1:	CE O	6.83 FEET; THENCE S.87°27'10"W., A DISTANC	OF 11.31 FEET; THE CE N.81°17'17"W., A DISTANCE OF 12.12 FEET; TIIE CE N.77°13'46"W., A DIST	CE OF 12.35 FE T; THENCE N.74°31'40"W.,. A DIST:	CE OF 14.35 FEET; THENCE N.72°49'30"W., A DISTANCE OF 11.50 FE T; THENCE	.7,6°56'05"W., A DISTANCE OF 14.52 :FE T; THENCE N.87°12'21"W., A DISTANCE OF 16.18 •EET; THENCE S.70"32'5l''W., A DISTANCE OF n.75 lFEET; TIIBNCE S.62°24'17''W., A DISTANCE OF 61.07 FEET; THENCE S.44°43'33"W., A DISTANCE OF 71.91 FEET; TIIENCE S.44°53'41 "W., A DISTANCE Of 8.58 FEET; THENCE S.51°19-'38"W.,ADISTA CE OF 10.32 lFEET; THENCE S.52°06'53"W, A DISTANCE OF S.93 "FEET; HENCE S.13°56'59"E., A DISTANCE OF 25.08 FEET; THENCE S.49°2&'04"E., A DIST:	CE OF
70.91 FEETTOTHEPOINTOF CUR.VATURE OF ACURVETOTHELEFTHAVINGA RADIUS OF
56.00 FEET, A CHORD WHICH BEARS S.67°3.J'l l "E. 34,77 FEET, AND A CE TRAL ANGLB OF
36°l0'13'i; THENCE EASTERLY ALO G THE ARC OF SAID CURVE, A DISTANCE OF 35.35 FEET; THENCE S.85°38'18"E.,. A DISTANCE OF 166.50 FEET; THENCE S.78°00'59 'E., A DISTANC OF 118.44 FEET; THE CE S.60°42'47"E.,. A DISTANCE OF 21.02 FEET; THE CE S.45°21'29'"E., A DISTANCE OF 15.64 FEET; THE CE S.34"43'3011E., A DISTANCE OF 31.53 FEET TO THE BEGINNJNG OF A NON�TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 56.00 FEET, A CHORD WHICH BEARS S.49°26'56''E. 57.45 FEET, ANID A CENTRAL GLE OF 61"43'll"'; THE CE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
60.32 FEET; THENCE S.80°18'3l"E., A DIS.  CE OF 18-.69 FEET; TIIE CE S.8l028'30"E., A DIS1:  CE OF 25.59 FEET; THENCE S.79°21'40"E., A DfSTANCE OF 6.70 FEET; THENCE
.36°23'57"E.,ADISTANCE OF 17.08 FEET; THENCE .06°47'29"W.,ADISTANCE OF 33.00 FEET; THENCE  .62°3S52''E., A DISTANCE OF 23.79 FEET; THENCE  .20°17'55"E., A DISTA. CE OF
13.95 FEET; THENCE N.26°49'20"E., A DISTANCE Of 37.93 FEET- THE CE N.50°39'16"'E.,. A DIST TE OF 35.17 FEET; THE CE .53°14'39''E., A DISTANCE OF 13.24 FEET� THENCE S.78°23'3S"E., A DISTANCE OF 15.89 FEET· THE CE N.78°15'18'"E., A DISTANCE OF 21.37 FEET; THENCE .51°2S'll"E., A DISTANCE OF 7.00 FEET; THENCE N.22°11'17"E.., A DISTANCE OF
25.51 FEET; THENCE N.57°28'44"W., A DISTANCE OF 30.70 FEET; THENCE	.l8°25'12''E., DISTANCE OF 15.89 FEET; TIIENCE N.33°59'59''E., A DISTANCE OF 21.08 FEET, THENCE S.8.7°49'13"E., A DISTANCE OF 28.J.O FEET; THENCE .74°03'58"E., A DIST	CE OF 33.30 FEET; THENCE S.53°04'33"E., A DISTANCE OF 116.76 FEET; THENCE S.77°34'30"E.,. A DISTANCE OF
45.16 FEET; THE CE S.00°39'H"W., A DISTANCE OF 103.97 FEET; THENCE S.03°4107"E., A DISTANCE OF 76.45 FEET; THE CE S.33°41'30"W., A DIST CE OF 29..85 FEET; THE CE S.18°25127"W.,ADIS'I NCE OF 32.68 FEET; THENCE S.30°43'29';W., A DISTANCE OF 13.31 FEET; THENCE S.47°11'30"E.,. A DISTANCE OF 2.52 FEET; THENCE .44°44'38"E., A DISTANCE OF
21.73 FEET; THENCE S.70"15'30"E.,ADIST. CE OF 59.55 FEETTO TIIB POINT OF CURVATURE OF A CURVB.TO THE RIGHT .E-]AVIN'G A RADWS OF 50.00 FEE1: A CH:ORD WI:-UCH BEARS S.38°56'19"E. 51.98. FEET, AND A CENTRAL ANGLE OF 62"38'21"; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 54..66 FEET; THENCE S.07°37'09"E.., A

DISTANCE OF 350.03 FEET; THENCE S.00°02'49"E., A DISTANCE OF 97.01 FEET;. TIIE CE S.85°02'25"E., A DISTANCE OF 156.67 FEET; THENCE S.0 l 044' L2"W., A DlSTANCE OF 28.80 FEET; THENCE SJ2°45'57"E., A DISTANCE OF 95.55 FEET; THE CE N.89°16'24"E., A DISTANC OF 143.19 FEET; THENCE N.00°02'49'1W., A DJS :ANCE OF 225.24 FEET; THENCE N.l 1"17'22"W., A DJSTANCE OF 51.51 FEET; THENCE S.89°57'29"£., A DIST.ANGE OF 126.73 FEET; THENCE
.59°0L'Sl"W., A DlSTANCE OF 28.48 FEET; THENCE .59°56'54"W., A DISTANCE OF 39.60 FEET; THENCE N.57°37'07"W., A DISTANCE OF 40.42 FEET; THE CE N.08°01'39"\V. A DIS CE OP 39.39 FEET; THE C • N.09°] l'02"W, A DISTANCE Of 64.39 .FEET; THENCE N.07°07'29''W., A DIST. CE OF 65.87 FEET; THENCE N.08" 7'20"W., A DISTANCE OF 37.39 FEET; THE CE N.02°49'10"W., A DISTANCE OF 69.55 FEET; THE .CE N.08°08'23"\V., A DISTANCE OP 326.65 FEET; THENCE N.07°20'5l"E., A DIS'I CE OP 24.54 FEET; THENCE N.1S043'57"E., A DISTANCE OF 31.58 PEE'I; lHENCE N.29°31'03"£., A DISTANCE OF 155.37 FEET; THE .CE N.3 l000'38"W., A DISTANCE OF 84.41 FEET; THE CE .06°34'28"\V., A DISTANCE OF 28.U FEET� THENCE .00°06'28"E., A DISTANCE OF 39.22 FEET; THENCE NJ6°10'37"W., A DI TANCE OF 42.90 FEET; THE CE N.30°06'SS"W., A D1STANCE OF 32..87 FEET; THE CE NJ3°04'26"W., A DISTANCE OF 22.]5 FEET; THE CE .27°04'06"\V., A DISTANCE OF ]6.43 FEET; THENCE N.23°05'49"W., A DISTANCE OF 2L67 FEET; THENCE N.24?55'42"W., A DISTANCE OF 41.80 FEET; THENCE N.2l050'19"W., A DISTANCE OF 28.65 FEET; TI  CE .17°51.'l'9'"W., A DISTANC OF 33.13 FEET; THENCE ,J4°16'31"W., A DISTANCE OF 22.95 FEET; THENCE N.13° 3'26"W., A DISTANCE OF 65.06 FEET; THENCE N.04°08'29"E., A DISTANCE OF 12.01 FEET; THENCE N.l5°04'43"E., A D1 T  CE OF 49.35 F ET; THE C  N.02°05'42"E., A DIST  CE OF 43.88 FEET; THENCE N.07°59'38"W., A DISTANCE OF
44.05 FEET; THENCE N.t4°26'05"W., Dl TANCE OF 42.83 FEET; THENCE N.16°43'10"W., A DISTANCE OF 75.79 FEE ; THENCE N.21°59'28'1W. A DISTANCE OF 228.97 FEET; THENC
.16°17'19"W., A DISTANCE OF 51.30 FEET;. THENCE .21°42'19"W., A DISTANCE OF 45.09 FEET; THENCE N.20°20'57"W., A DISTANCE OF 22.39 FEET; THENCE N. i5°08'S5"W., A DISTANCE OF 17.84 FEET; THENCE N.20°57'05"W., A DIST NCE Of 27.42 FEET; THENCE
.26°36'49"W., A DISTANCE OF 20.65 FEET; THENCE .27°22'24"W., A DISTANCE OF 24.38 FEET; TI-IBNCE N.20°58-'03"W., A DISTANCE OF 19.07 FEET; TI-IBNCE N.12°2.5'00''W., A DISTANCE OF 52.63 FEET; THENCE N.1s,a37;33•iw., A DISTANCE OF 51.06 FEET; THE C
.18°04'04"\Y., A DISTANCE OF 38.53 FEET; THENCE .06°52'08"W., A DIST CE OF 27.52 FEET; TI-IENCE  .04°33'16"W., A DlSTANCB OF 46.16 FEET; THENCE N.16°1L'08"W., A Dl TANCE OF 44.26 FE T; THENCE N.34°24;27'1W., A DISTANCE OF 42.67 FEET; THENC
.40°09'45"W., A DJSTANCE OF 35.22 FEET; THENCE N.40°01'42"W., A DISTANCE OF 31.79 FEET; THENCE N.39°47'3l"W., A DISTANCE OF 23.05 FEET; THENCE N.40°58'10''W., A DISTANCE OF 136.66 FEET; THENCE N.07°H '03"W., A DISTANCE OF 31.42 FEET; THENCE N.04°54'54"E., AD1STANCB OF 31.26 FE •T;.THE CE N.31°11'45"E., A DISTANCE OF S0.33 FEET; TIIBNCE N.34°14'53"B., A DI T  CE OF 61.74 FEET; THENCE N.42°441U"'E., A DIST  CE OJ
83.05 FEET; THENCE N.61Q34'40''E., A DISTANCE OF 61.30 FEET; THENCE .62°48'42"E .. A DIST CE OF 86.02 FEET; THENCE N.45°54'32"E., A DISTANCE OF 45.76 FEET; THENCE N.29°49'43"E., A DISTANCE OF 48.S l FEET; THE CE N.25°30'04"E., A DISTANCE OF 72.06 FEET; THENCE N.19°29'1.J"E., AD STANCE OF 93.40 FEET; THE CE ..20°39'16''E., A DISTANCE OF
59.71 FEET; THE CE N.l5°48'00"E., A DISTANC	OF 68.61 FEET; THENCE	.07°05'40"E., DIST.	CE OF 94.79 FEET; THENCE N.14°27'48"£.,. A DISTANCE OF 76.73 FEET; THENCE N.41°l3'24"E. A DISTANCE OF f30.21 FEET; THENCE N.45°22'02''E., A DISTANCE OF 145.44 FEET; THENCE	.4S002'07"E., A DlSTANCE OF 77.05 FEET; THENCE N.52°58'16"E., A DISTANCE OF l l l.78 FEET; THENCE N.58°29'42"8., A DJSTANCE OF lOS,05 FEET; THENCE N.48°l 7'04"E., A

DISTANCE OF 150.91 FEET; THENCE N.3l051'47" ., A DISTANCE OF 62.30 FEET; THENCE N.23°09'22"E., A DlST. CE OF 64.87 FEET; THE CE ..07°36'36''E., A DISTANCE OF 49..'i7 F ·ET; THENCE N.13°40'15ilW., A DISTANCE OF 54.92 FEET; TIIBNCE N.20°47'1?"W., A DISTANCE OF
53.81 FEET: THENCE .23°01'56"W., A DISTANCE OF 95.21 FEET; THENCE .28°4 l'25"W., A DISTANCE OF 114.55 FEET; TI-IENCE N.43°36'00"W., A DISTANCE OF 60..71 FEET; TILE CE CONTINUE NORTHWESTERLY ALO G SAID LINE, A DISTANCE OF 60.70 FEET; THENCE
.49°16'23"W., A DI T,	 CE OF 55.59· FEET; TIIB		E N.58°33'02"W, A DIST				CE OF 54.33 FEET;	 THENCE	.65°06'1l "W., A DISTANCE		OF	26.87 FEET; THENCE			CONTINUE ORTHWESTERLY ALONG SAID LINE, A DISTANCE OF 26.87 FEET; THENCE N.69°41'l O"W., A DIST	CE OF 24.45 FE T; THE CE CONTINUE WESTERLY ALO G AID LINE, A DISTANCE OF 24.45 FEET; THENCE			.78°14'l4''W., A DISTANCE OF 21.02 FEET; TIIBNCE N.81°19'41"W., A DISTA CE OF 48.77 F		T; THENCE N.87°16'40"W., A DISTANCE O • 69.86 FEET; THENCE S.85°5729"' ., A DISTANCE Of 82.80 FEET; THENCE S.85°25'IO"W., A DIS			CE OF 532.l7 FEET;		HENCE N.78°42'35''W., A DI TANCE OF H9.59 FEET; THENCE N.73°40'49''W., A DISTANCE OF 56.77 F ET; THENCE	.51°58'40"W., A DISTANCE OF 43.89 FEET; THE CE N.38°57'19"W., A DISTANCE OF 142.27 FEET; THENCE			.28°29'43''W., A DISTANCE OF 39.73 FEET;	 THE CE N.24°04'30"W.	A DISTANCE		OF 56.64 FEET; TIIB CE					 CONTINUE NORTHWESTERLY ALONG SAID L	·, A DIST	CE OF 32.54 FEET; THENCE		.29'0I8'20'rW., A DISTANCE OF 44.85 FEET; THENCE N.38°34'27"W., A DISTANC	OF 34.65 FEET; THE CE N.45°18'23"W., A DI TANCE Of 23.13 FEET; THENCE		.50°36'54"W., A DISTANCE OF 22.44 FEET; THENCE N.55°20'24"W., A DIS i\NCE OF 18. l2 FEET; THE CE N.60°42' l3"W., A DISTANCE OF 27.91 FEET; THE CE N.65°50'38"W., A DISTANCE OF 16.21 FEET; THENCE N.71°16'25"W., A DISTANCE OF 30.40 FEET;.		 CE		.77°50'45"W., A DISTANCE Of' 26.01 FEET; THENCE N.83°13'00"W., A DISTANCE OF 20.09 FEET; THENCE N.88°11'32"\.V,, A DISTANCE OF 22.62 FEET; THENCE S.89" ll'45"W., A DIST	CE OF 89.42 FEET; THENCE S.89°10'23''W., A DISTANCE OF 65.20 FEET; THENCE S.89°10'08"W., A DlSTANCE OF 114.80 FEET; THENCE S;89°ll'OZ"W., A DISTANCE OF 109.70 FEET; THENCE N.84°22'18"\V., A DISTANCE OF 28.97 FEET; THENCE N.74°5l'52"W., A DISTANCE OF 3459 FEET; THENCE N.60°35'14"W., A DIST	CE OF 111.42 FEET; THENCE N.11°1l'l8"W., A DISTANCE OF 30.61 FEET; THENCE N.l7°25'29"W., A DISTANCE OF 13.23 FEET; THENCE	.21"34'52"E., A DISTANCE OF 27.20 FEET; THENCE N.20°08'26"E., A DISTANCE OF 29.18 FEET; TIIENCE N.22°42'58"'E., A DISTANCE Of' 29.56 FEET; THENCE N.11°36'3 l ''E., A DISTANCE OF 25.4-0 FEET; THENCE	.24°l0'14"E.,		 DIST.  CE OF 22.68 FEET; THENCE .28°38'37"E., A DISTANCE OF
25.35 FEET; THENCE	.25°55'll"E., A DISTANCE OF 26.12 FEET; THENCE	J8°24'14''E., A
DIST NCE Of Sl.l9 FEET; THENCE N.09°08'13"E., A DIST	CE OF 45.2l FEET; THENCE
·.o3°06'58"E., ADIST.	 CE OF 39.17 FEET; THENCE	.04°5 l'46"W., A DIST	CE OF 66.75 FEET; THENCE	.U054'47"W., A DISTANCE OF 43.86 FEET; FEET TO THE INTERSECTION WUH THE OR1H LINE OF THE	ORTHEAST 1/4! OF SECTION 17, TOWNSlilP 47 SOUTH RANOE 26 EAST, L E COUNTY, FLORIDA; THENCE N.8-7°31'48!1E., ALO G SAID NORTH LINE, A DISTANCE OF 2444.99 FEET TO THE ORTHEAST CORNER THEREOF; THENCE S.04°58'39"E., ALONG THE EAST L.INE OF SAID NORTHEAST l/4, A DISTANCE OF 2688.80 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE • .04°58'06"E., ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION i7, A DISTANCE OF 2688.81 F ET TO THE OUTHEA T CORNER THEREOF; THE CE S.03°47'43"E., ALONG THE EAST LINE OF THE ORTHEAST I/4 OF SAID SECTION 20, A DISTANCE OF 2684.40 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE S.03°47'39"£., ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 20, A DISTANCE Of 2684.72 FEET TO THE SOUTHEAST CORNER THEREOF;

RESOLUTION NO. 2025-41

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT AUTHORIZING AND ADOPTING AN AMENDED FINAL FISCAL YEAR 2024/2025 BUDGET (“AMENDED BUDGET”), PURSUANT TO CHAPTER 189, FLORIDA STATUTES; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the Board of Supervisors of the Vivid Shores Community Development District (“District”) is empowered to provide a funding source and to impose special assessments upon the properties within the District; and,

WHEREAS, the District has prepared for consideration and approval an Amended Budget.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT, THAT:

Section 1.  The Amended Budget for Fiscal Year 2024/2025 attached hereto as Exhibit “A” is hereby approved and adopted.
Section 2.  The Secretary/Assistant Secretary of the District is authorized to execute any and all necessary transmittals, certifications or other acknowledgements or writings, as necessary, to comply with the intent of this Resolution.

PASSED, ADOPTED and EFFECTIVE this 11th day of December, 2025.

ATTEST:	VIVID SHORES
COMMUNITY DEVELOPMENT DISTRICT

By:			By:		 Secretary/Assistant Secretary			Chairperson/Vice Chairperson

Vivid Shores Community Development District

Amended Final Budget For Fiscal Year 2024/2025
September 18, 2025 - September 30, 2025

CONTENTS

I	AMENDED FINAL OPERATING FUND BUDGET

AMENDED FINAL BUDGET
VIVID SHORES COMMUNITY DEVELOPMENT DISTRICT OPERATING FUND
FISCAL YEAR 2024/2025 SEPTEMBER 18, 2025 - SEPTEMBER 30, 2025

REVENUES	FISCAL YEAR 2024/2025 BUDGET
 /18/25 - /30/25	AMENDED FINAL BUDGET
 /18/25 - /30/25	YEAR TO DATE ACTUAL
 /18/25 - /2 /25	
O&M (OPERATION & MAINTENANCE) ASSESSMENTS	0	0	0	
DEVELOPER CONTRIBUTION	1�,700	1 ,700	1�,700	
DEBT ASSESSMENTS	0	0	0	
INTEREST INCOME	0	0	0	
TOTAL REVENUES	$	1 ,700	$	1 ,700	$	1 ,700	
				
EXPENDITURES				
				
ADMINISTRATIVE EXPENDITURES				
SUPERVISOR FEES	0	0	0	
MANAGEMENT	0	0	0	
LEGAL	7,500	12,500	11,527	
ASSESSMENT ROLL	0	0	0	
AUDIT FEES	0	0	0	
ARBITRAGE REBATE FEE	0	0	0	
INSURANCE	1,000	0	0	
LEGAL ADVERTISING	7,500	5,300	276	
MISCELLANEOUS	2,500	0	0	
POSTAGE	50	0	0	
OFFICE SUPPLIES	150	0	0	
DUES & SUBSCRIPTIONS	0	75	75	
TRUSTEE FEES	0	0	0	
CONTINUING DISCLOSURE FEE	0	0	0	
WEBSITE MANAGEMENT	0	0	0	
TOTAL ADMINISTRATIVE EXPENDITURES	$	18,700	$	17,875	$	11,878	
				
MAINTENANCE EXPENDITURES				
ENGINEERING/INSPECTIONS	1,000	0	0	
MISCELLANEOUS MAINTENANCE	0	0	0	
TOTAL MAINTENANCE EXPENDITURES	$	1,000	$	-	$	-	
				
TOTAL EXPENDITURES	$	1 ,700	$	17,875	$	11,878	
				
REVENUES LESS EXPENDITURES	$	-	$	1,825	$	7,822	
				
BOND PAYMENTS	0	0	0	
				
BALANCE	$	-	$	1,825	$	7,822	
				
COUNTY APPRAISER & TAX COLLECTOR FEE	0	0	0	
DISCOUNTS FOR EARLY PAYMENTS	0	0	0	
				
EXCESS/ SHORTFALL 	$	-	$	1,825	$	7,822	
				
CARRYOVER FROM PRIOR YEAR	0	0	0	
				
NET EXCESS/ SHORTFALL 	$	-	$	1,825	$	7,822	

FUND BALANCE AS OF �/30/24	
FY 2024/2025 ACTIVITY	
FUND BALANCE AS OF �/30/25	

$0	
$1,825	
$1,825	

CONSIDER APPROVAL OF ACQUISITION ITEMS

TO BE DISTRIBUTED UNDER SEPARATE COVER